Eagle CreekRein:
CLERK TO THE BOARD
INTEROFHCE 4TH FLOOR
2794211 OR: 2823 PG: 2416 RECFEE
RECORDED in the OffiCiaL RECORDS of COLLIER COtlNT¥, FL DOC-,70
05/11/2001 at 12:50PM D~IGHT E, BROCK, CLBRK COPIES
91,50
,70
20,00
16C8
UTILITY EASEMENT
THIS EASEMENT, granted this (p__~_k-day of J/ff/~/'~0/~,._ , 200,1~,by EAGLE
CREEK PROPERTIES, INC., a Florida Corporation, EAGLE CREEK UTILITY COMPANY II,
INC., a Florida Corporation, EAGLE CREEK COMMUNITY ASSOCIATION, INC., a Florida
Corporation, (EAGLE CREEK) 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-SErVER
DISTRICT, its successors and assigns, as Grantee.
WITNESSETH: That the Grantor for and in consideration of the sum often dollars ($10.00)
and other valuable consideration paid by the Grantee, receipt 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 to enter upon and to install and maintain utility
facilities, in, on, over and under the following described lands being located in Collier County,
Florida, to wit:
(See Exhibits A, B, C, D, E, F, and G
attached hereto and incorporated by reference herein.)
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the
right to enter upon said land, excavate, and take materials for the purpose of constructing, operating,
and maintaining utility facilities thereon. Grantor and Grantee are used for singular or plural, as the
context requires.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the date and
year first above written.
WITNESSES:
PRINT NAME OF WITNESS
EAGLE CREEK PROPERTIES, INC., a Florida
Corporation
By: D , President
OR: 2823 PG: 2417
PRINT NAME OF WITNESS
WITNESSES:
PRINT NAME OF WITNESS
"' ¢,~,,~ ,')?- ,-.---,%(!. h ,~ i
PRINT NAME OF WITNESS
16C8
EAGLE CREEK UTILITY II, INC., a Florida
Corporation
By: ~~o~iden~~t
WITNESSES:
PRINT NAME OF WITNESS
!
PRINT NAME OF ~ESS
EAGLE CREEK COMMUNITY ASSOCIATION,
INC., a Florida Corporation
By:~vid J. ~ic~, Presidem
STATE OF FLORIDA
COUNTY OF COLLIER
The foregoing Utility Easement was acknowledged before me by, David J. Amico, President
of Eagle Creek Properties, Inc., Eagle Creek Utility Company II, Inc., Eagle Creek Community
Association, Inc., a Florida Corporation, on behalf of the corporations, personally known ~ or
produced identification. Type of identification produced:
Wimess my hand and official seal this (, ¢_ day of ["~ y'~,.,r'(., v ', ,2005.
Notary Public (Affix notary seal)
My Commission Expires:
Notary Printed Name
EXPIRES: danua¢/16, 2005
OR: 2823 PG: 2418
Approved as to form & legal sufficiency
Thomas C. Palhaer, Assistant County Attorney
Prepared by:
John A. Nold, P.A.
995 N. Collier Boulevard
Marco Island, FL 34145
16C8 ,
.OR: 2823 PG: 2419
EXHIBIT "A"
Eagle Creek Summary of Tracts and Phases
16C8
Phase I - Approximately 2,903 linear feet of 4", 6" and 8" force mains within platted
road right-of-way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase II - Approximately 440 linear feet of 8" gravity sewer main, 1,080 linear feet 4"
force main and lift station ".C" within platted road right-of-way and designated
easements, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase III - Approximately 450 linear feet of 4" force main within platted road right-of-
way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Tract A - 8 multi-family buildings with a total of 15 units. Approximately 160 linear
feet of 6" force main and 753 linear feet of 8" gravity sewer main within designated
easement as shown on OR Book 1316, Pages 441-5, and on Exhibit "E"
100% County Ownership of force main and gravity sewer mains upon conveyance.
Tract B-2 - 5 multi-family buildings with a total of 39 units. Approximately 320 linear
feet of 8" gravity sewer main within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-3 and Tract B-4 - Tract B-3 consists of 3 multi-family buildings with a total of
29 units. Tract B-4 consists of 2 multi-family buildings with a total of 24 units.
Approximately 190 linear feet of 4" force main, 895 linear feet of 8" gravity sewer main,
and lift stations "B" within designated easements as shown on OR Book 1239, Pages
1805-7 and on Exhibit "F".
100% County ownership of Force Main and Lift Station "B', Lease in place, and
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-5 (now Stonegate, Phases I & II) - Phase I consists of 2 multi-family
buildings with a total of 32 units. Phase II consists of 2 multi-family buildings with a
total of 18 units, and a pool. Approximately 733 linear feet of 8" gravity sewer main
within designated easement as shown on Extfibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract C - 16 multi-family buildings with h total of 77 units. Approximately 2,095 linear
feet of 8" gravity sewer mains within road right-of-way and designated easements, as
shown on OR Book 1175, Pages 652-5.
100% County Ownership of gravity sewer mains upon conveyance.
OR: 2823 PG: 2420
Exhibit "A"
Eagle Creek Summary of Tracts and Phases
Page 2
16C8
Tract D - 70 single family lots. Platted. Approximately 45 linear feet of 4" force main,
2,838 linear feet of 8" gravity sewer mains, and lift station "D" within platted road right-
of-way and designated easements, as shown on Plat BOok 16, Pages 32-4 and on OR
Book 1454, Pages 1931-2.
100% County Ownership of gravity sewer mains, force main and lift station "D"
upon conveyance.
Tract E - 38 single family lots. Not platted. Approximately 128 linear feet of 4" force
main, 1,772 linear feet of 8" gravity sewer mains, and lift station "E" within road right-
of-way and designated easements, as shown on OR Book 1175, Pages 629-32.
100% County Ownership of gravity sewer mains, force main and lift station "E"
upon conveyance.
Tract F - 26 single family lots. Platted. Approximately 65 linear feet of 4" force main,
1,138 linear feet of 8" gravity sewer mains, and lift station "F within platted road right-
of-way and designated easements, as shown on Plat Book 14, Page 60.
100% County Ownership of gravity sewer mains, force main and lift station "F"
upon conveyance.
Tract G - 21 single family lots. Platted. Approximately 849 linear feet of 8" gravity
sewer mains within platted road right-of-way and designated easements, as shown on Plat
Book 15, Page 49 and OR Book 1417, Pages 1919-22.
100% County Ownership of gravity sewer mains upon conveyance.
Tract M Waterford Bridge Approximately 385 linear feet of 4" force main to serve
Tracts M-1 and M-2 Crystal Lake Terrace and 376 linear feet of 6" force main to serve
the commercial site (Shops of Eagle Creek) within designated easements, as shown on
OR Book 1440, Pages 819-21 and OR Book 1440, Pages 1608-9.
100% County ownership of force mains upon conveyance.
Tract M-1 Crystal Lake Terraces - 4 multi-family buildings with a total of 48 units
and a pool. Approximately 881 linear feet of 8" gravity sewer mains, 225 linear feet of
4" force main, 370 linear feet of 6" force main, and lift station "M", as shown on Plat
Book 28, Pages 72-4 and on OR Book 1440, Pages 815-8.
100% County Ownership of gravity sewer mains, force main 8nd lift station "M"
upon conveyance. ,
OR: 2823 PG: 2421
Exhibit "A"
Eagle Creek Summary of Tracts and Phases
Page 3
16C8
Tract M-2 Crystal Lake Terraces - 3 multi-family buildings with a total of 44 units.
As-built drawings state private ownership of on-site sewer facilities. Approximately 386
linear feet of 8" gravity sewer mains within designated easements as shown on Exhibit
100% County Ownership of gravity sewer mains upon conveyance.
Shops of Eagle Creek (Commercial Site)
As-built drawings state private ownership of on-site sewer facilities.
All on-site gravity sewer mains, force mains, and lift station facilities within
commercial tract to remain private, and not to be conveyed to the County in this
instrument but may be separately conveyed, unless specifically conveyed by Eagle
Creek Commercial Company, Inc., a Florida corporation.
Tract L - Clubhouse
All on-site gravity sewer mains within Clubhouse tract to remain private, and not to
be conveyed to the County.
Force Main to Interim Sewer Treatment Plant - No As-built drawings on file.
Approximately 2,200 linear feet of 8" and 10" force mains within designated easement,
as shown on Plat Book 14, Pages 1-5.
100% County ownership of force mains upon conveyance.
EXHIBIT "B"
OR: 2823 PG: 2422
16 8
FORMAL ACCEPTANCE OF THE FOLLOWING UTILITY EASEMENTS AND
EXHIBITS THAT WERE PREVIOUSLY GRANTED TO THF~ COLLIER
COUNTY WATER-SEWER DISTRICT AND RECORDED IN THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA, AND TO BE RETROACTIVE
TO THE DATE OF EACH RESPECTIVE EASEMENT DOCUMENT
ORBOOK 1440, PAGES 819-21: AMENDED EASEMENT (TRACT M-
WATERFORD BRIDGE)
OR BOOK 1440, PAGES 1608-9: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M -
WATERFORD BRIDGE)
OR BOOK 1454, PAGES 1931-2: DEDICATION OF NON'EXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT D - FM
BETWEEN PLAT AND EXISTING EASEMENT OF 8" FM TO PLANT )
OR BOOK 1440, PAGES 815-6: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M - 1)
OR BOOK 1440, PAGES 817-8: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M - 1)
OR: 2823 PG: 2423
EXHIBIT"C" 16C8
FORMAL ACCEPTANCE OF THE FOLLOWING UTILITY EASEMENTS A1%~
EXHIBITS THAT WERE PREVIOUSLY GRANTED FOR WATER
ACCEPTANCE TO THE COLLIER COUNTY WATER-SEWER DISTRICT AND
RECORDED IN THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA
OR BOOK 1175, PAGES 629-32: (TRACT E)
OR BOOK 1175, PAGES 652-5 '(TRACT C)
OR BOOK 1239, PAGES 1805-7 (TRACTS B-3 & B-4)
OR BOOK 1316, PAGES 441-5 (TRACT A)
OR BOOK 1417, PAGES 1919-22: (TRAC~F 0)
OR: 2823 PG: 2424
EXHIBIT "D"
ALL SEWER UTILITY FACILITIES WITHIN PLATTED RIGHTS OF WAY
AND/OR DEDICATED UTILITY EASEMENTS (UE) AND/OR COLLIER
COUNTY UTILITY EASEMENTS (CUE) AS SHOWN ON THE FOLLOWING
PLATS AS RECORDED WITHIN THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA:
PLAT BOOK 14, PAGES 1-$ (PHASES I, II, & III)
PLAT BOOK 14, PAGE 60 (TRACT F)
PLAT BOOK 15, PAGE 49 (TRACT G)
PLAT BOOK 16, PAGES 32-4
PLAT BOOK 28, PAGES 72-4
(TRACT D)
(TRACT M-1 REPLAT, TRACT M-2,
CRYSTAL LAKE TERRACE)
OR: 2823 PG: 2425
WII.~ON · Mill=Ell · BARTON · BOLL & i:I~:I~K, INC.
ENr_~NEEF:IS PLANNEI=IS SU~IVEYOF:IS
Description of Ingress, Egress, Drainage and a Utility Easement
over and across part of Tract "A" "EAGLE CREEK COUNTRY CLUB"
(P.B. 14, gages 1 through 5) Collier County, Florida
An easement for ingress, egress, drainage and utility purposes
over and across all that part of Tract "An of nEAGLE CREEK COUNTRY
CLUB" according to the plat thereof as recorded in Plat Book 14,
pages 1 through 5, Collier County Public Records, Collier County,
Florida being described as follows:
Commencing at Reference Point No. 1 as shown on the boundary of
said Tract "A";
thence along the southwesterly boundary of said Tract hA",
southeasterly 72.26 feet along the arc of a circular curve concave
to the southwest, having a radius of 345.00 feet, through a
central angle of 12"-00'-00", subtended by a chord which bears
South 35"-00'-00" East 72.12 feet;
thence continuing along the southwesterly boundary of said Tract
"A", South 29"-00'-00n East 41.59 feet to the POINT OF BEGINNING
of the easement for ingress, egress, drainage and utility purposes
herein described;
thence leaving the boundary of said Tract nAn, North
61"-00'-00" East 16.19 feet;
thence easterly, southeasterly and southerly, 84190 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
88"-26'-23", subtended by.a chord which bears South
74"-46'-48" East 76.72 feet;
thence South 30"-33'-37" East 13.57 feet;
thence southeasterly, 84.41 feet along the arc of a circular
curve concave to the northeast, having a radius of 156.31
feet, through a central angle of 30"-56'-23", subtended by a
chord which bears South 46"-01'-48" East 83.39 feet;
thence South 61"-30'-00" East 305.80 feet;
thence easterly, 118.66 feet along the arc of a circular
curve concave to the north, having a radius of 187.93 feet,
through a central angle of 36"-10'-38", subtended by a chord
which bears South 79n-35'-19" East 116.70 feet;
thence North 82"-19'-22" East 10.35 feet;
thence easterly, southeasterly, and southerly, 95.20 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
99"-10'-38", subtended by a chord which bears South
48"-05'-19" East 83.75 feet;
thence South 01"-30'-00" West 14.00 feet to a point on the
southwesterly boundary of said Tract "A";
thence along the southwesterly boundary of said Tract "An in
the following described five (5) courses:
1) North 88"-30'-00" West 82.14 feet;
2) westerly and northwesterly 139.02 feet along the arc of a
circular curve concave to the northeast having a radius
of 295.00 feet through a central angle of 27"-00'-00" and
being subtended by a chord which bears North 75"-00'-00"
West 137.73 feet;
3) North 61"-30'-00" West 305.80 feet;
4) northwesterly 167.33 feet along the arc of a circular
curve concave to the northeast having a radius of 295.00
feet through a central angle of 32"-30'-00" and being
subtended by a chord which bears North 45"-15'-00" West
165.10 feet; and
5) North 29"-00'-00" West 20.00 feet to the POINT OF
BEGINNING;
(continued on page 2)
WII..~ON ~ MII,,,~tl · IDARTON ~ ~Ot..L ~ PltltK~ IN[~.
2823 PG: 2426
16C8
Description of Ingress, Egress, Drainage and a Utility Easement
over and across part of Tract "A" "EAGLE CREEK COUNTRY CLUB"
(P.B. 14, pages I through 5) Collier County, Florida
(continued from page 1)
being an easement for ingress, egress, drainage and utility
easement purposes over and across part of Tract "A" of "EAGLE
CREEK COUNTRY CLUB" (P.B. 14, pages 1 through 5) Collier County,
Florida;
subject to easements and restrictions of record;
the bearings used herein are based on said Plat Book 14, pages 1
through 5 inclusive and are true.
Carli~.~Spll, P.L.S. %1962
Not valid unless embossed with the Professional's seal.
W.O. 23636
Ref: 4J-125 (CHS:kjd tract-a-2)
WilsCnMiller
New Directions In Planning, Design & Engineering
16C8
(4J-308 Easement #1 )
Description of easement for sanitary sewer;
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB":
(Plat Book 4, pages 1-5) Collier County, Florida
A 20.00 foot wide easement for sanitary sewer purposes over and across all thai part of
Tract "B" of 'EAGLE CREEK COUNTRY CLUB", according to the Tract Maps thereof as
recorded in Plat Book 14, pages 1 through 5, inclusive, Collier County Public Records;
Collier County, Florida, lying 10.00 feet on each side of the hereinafter described
centerline of easement;
Commencing at Reference Point No. 3 as shown on the boundary of said Tract "B";
thence along the southerly boundary of said Tract "B", South 66°00'00'' West 365.30
feet;
thence along the westerly boundary of said Tract "B", North 16°24'00" West 304.76
feet;
thence along the westerly boundary of said Tract "B", northwesterly 123.82 feet along
the arc of a circular curve concave to the southwest, having a radius of 240.00 feet
through a central angle of 29°33'34", subtended by a chord which bears North
31°10'47" West 122.45 feet to the Point of Beginning of said centerline of easement
herein described;
thence along said centerline of easement North 09°53'33" East 298.94 feet to the
Point of Ending of said centerline of easement, being a 20.00.foot wide easement
for sanitary sewer purposes over and across part of Tract "B" of said Eagle Creek
Country Club (Plat Book 14, pages 1 through 5), Collier County Public Records,
Collier County, Florida; ..
Side lines of said easement are to be extended or lengthened to lie on the Southerly
boundary of said Tract "B':
Subject to easements and restrictions of record. ,~.
Bearings are based on the southerly line of Tract "B" being South 66000'00'' West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
By~ Date
E. Boutwell, P.S.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
September 30, 1999
Naples Fort Myors Sarasota Braclaaton Tampa
32fX) Bailey L,~/~g Suite200 Naples. Florida34105-8507 941-649-4040'~ 94 7-643-57161~.qp
www. wil$onmiller, com
WilspnMiller
New Directions In Planning, Design & Engineering
J E
×HIBIT j
~,
-' i'6c8
(4J-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station "B";
part of Tract "B' of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Florida
An easement for sanitary sewer and pump station purposes over and across all that part of
Tract "B" of "EAGLE CREEK COUNTRY CLUB" according to the Tract Maps thereof as
recorded in Plat Book 14, pages I through 5, inclusive, Collier County Public Records, Collier
County, Florida being described as follows:
Commencing at Reference Point No. 2 as shown on the boundary of Said Undivided Tract "B";
thence along the northeasterly line of said undivided Tract "B" in the following six described
courses:
1) southeasterly 193.08 feet along the arc of a circular curve concave to the southwest,
having a radius of 375.00 feet through a central angle of 29030'00'' subtended by a chord
which bears South 68°45'00'' East 190.95 re&t;
2) South 54000'00'' East 150.00 feet;
3) southeasterly 128.72 feet along the arc of a circular curve..concave to the southwest,
having a radius of 295.00 feet through a central angle of 25000'00'' subtended by a chord
which bears South 41030'00'' East 127.70 feet;
4) South 29°00'00" East 61.59 feet;
5) southeasterly 195.70 feet along the arc of a circular curve concave to the northeast, having
a radius of 345.00 feet, through a central angle of 32°30'00", subtended by a chord which
bears South 45°15'00' East 193.08 feet;
6) South 61030'00" East 183.00 feet to the Point of Beginning of the easement for sanitary
sewer and pump station purposes herein described;
thence continue along the northeasterly line of said Tract "B", South 61030'00'' East 122.80
feet;
thence continue along the northeaster]'y Line of said Tract "B", southeasterly 92.93 feet
along the arc of a circular curve concave to the northeast, having a radius of 345.00 feet,
through a central angle of 15026'00", subtended by a chord which bears South 69013'00"
East 92.65 feet;
thence leaving the boundary of said Tract "B", South 13004'00'' West 57.61 feet;
thence South 80017'54'' East 164.07 feet;
thence North 62°57'14'' East 100.81 feet to the northeasterly boundary of said Tract "B';
thence along said line, southeasterly 16.85 feet along the arc of a circular curve concave to
the southwest having a radius of 148.49 feet through a central angle of 06030'00'' and
being subtended by a chord which bears South 51°45'00'' East 16.84 feet;
thence continue along said line, South 48°30'00'' East 95.07 feet;
thence leaving said line, South 41°30'00' West 15.00 feet;
thence North 48°30'00'' West 101.28 feet;
thence South 62058'29'' West 89.80 feet;
thence South 02044'58'' West 105.92 feet;
thence South 65°31'33" East 124.29 feet;
Naples Fart Myers Sarasota Bradanton Tampa
3200 Bailey Lane, Suite 200 Naples. Florida 34705-8507 941-649-4040 "~ 941-643-57
www. wilsonmiller, com
WilsOnMiller
(43-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Florida (continued)
thence South 31°38'10'' East 88.22 feet;
thence South 55024'00" East 216.42 feet;
thence South 34036'00'. West 15.00 feet;
thence North 55024'00" West 219.58 feet;
thence North 31°38'10'' West 86.80 feet;
thence North 65031'33'' West 129.89 feet;
thence North 02044'58'' East 113.80 feet;
thence North 80017'54'' West 198.60 feet;
thence North 52042'00'' West 166.39 feet;
thence North 60023'47'' West 225.30 feet;
thence North 49020'02'' West 240.34 feet;
thence North 56028'58'' West 204.38 feet;
thence North 33031'02'' East 20.00 feet;
thence South 56028'58" East 205.62 feet;
thence South 49020'02'' East 239.66 feet;
thence South 60023'47'' East 18929 feet;
thence North 28030'00'' East 23.67 feet to the Point of Beginning, being an easement for
sanitary sewer and pump station purposes over and across part of undivided Tract "B" of
Eagle Creek Country Club, Plat Book 14, pages 1 through 5, inclusive, .Collier County
Public Records, Collier County, Florida~
Subject to easements and restrictions of record
Bearings are based on the southerly lin9 qf Tract "B" (said line being the common line with
Tract "C") being South 66000'00'' West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
E. Boutwell, P.S.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
Date
WilsOnMiller
New Oirections In Planning, Design & Engineering
(4J-306 Easement #4)
Legal description
Centerline of a 15' County Utility Easement, The Shops at Eagle Creek
Phase One and Two, being a part of the northwest ¼ of Section 3,
Township 51 South, Range 26 East, and Tracts M-1 and M-2,
of Crystal Lake Terraces at Eagle Creek, Plat Book 16,
pages 30 and 31, Collier County, Florida
16C8
A fifteen foot easement lying 7.5 feet on each side of the hereinafter described
centerline of easement, being a part of The Shops of Eagle Creek Phase One and Two,
and being a part of the northwest ¼ of Section 3, Township 51 South, Range 26 East,
and Tracts M-1 and M-2, of Crystal Lake Terraces at Eagle Creek, Plat Book 16, pages
30 and 31, Collier County, Florida, being more particularly described as follows:
Commencing at the northeasterlymost corner,, of said Tract M-l;
thence along the boundary of said Tract M-l, North 87030'54'' West 248.62 feet;
thence continue along said boundary, North 02o29'06'' East 127.38 feet;
thence leaving said boundary, South 87030'54'' East 45.48 feet to the Point of
Beginning of said centerline of easement;
Nodh 02°51'51" East 163.71 feet;
North 34°08'45" East 12.00 feet to a point hereinafter referred to as Point
thence
thence
"C";
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
South 34°08'45" West 12.00 feet;
North 54°20'32'' West 400.08 feet;
North 00°54'38'' East 6.08 feet to a point hereinafter referred to as Point "A";
South 83°34'51" West 182.58 feet;
North 54°20'32" West 68.41.,feet;
South 35°39'28" West 40.85 feet;
North 35°39'28'' East 40.85 feet;
North 54°20'32'' West 395.94 feet; ~
North 35°39'28'' East 76.00 feet;
Nodh 54°20'32" West 197.66 feet;
Nodh 61 °48'12" West 193.32 feet;
North 01°01'55'' East 307.69 feet;
thence South 88°58'05'' East 153.00 feet to a Place of Ending;
thence return to the aforementioned Point "A';
thence continue along said centerline North 00°54'38'' East 301.08 feet;
thence North 35°39'28'' East 254.92 feet;
thence North 54°20'32" West 381.37 feet;,
thence North 52°11'35" West 410.00 feet to a Place of Ending~
(4J-306 Easement #4)
Legal description
Naples Fort Myers Sarasota Bradenton Tampa
3200 Bailey La/~e. Suite 200 N~]ples. Florida 34105-8507 941-649-4040 ~ 941-643-5716 '
www. wilsonrnlller, corn
/
/
/
WilspnMiller
New Directions In Planning, Design & Englneerlng
1608
(4J-307 Easement #3)
Legal Description
Centerline of a 15' County Utility Easement
Part of Tract M-2R Crystal Lake Terraces
at Eagle Creek Replat, Plat Book 28,
pages 72-74, Collier County, Florida
A fifteen foot easement lying 7.5 feet on each side of the hereinafter described centerline of easement,
being a part of Tract M-2R of Crystal Lake Terraces at Eagle Creek Replat according to the plat thereof
as recorded in Plat Book 28, pages 72-74, Collier County, Flodda being more particularly described as
follows:
Commencing at the southedymost corner of said Tract M-2R;
thence along the east line of said tract in the following seven courses:
1) North 35039'28" East 50.11 feet;
2) northerly 21.31 feet along the arc of a circular curve concave to the northwest having a radius of
53.00 feet, through a central angle of 23°02'00" an~ being subtended by a chord which bears North
24008'27" East 21.16 feet;
3) North 12037'28- East 27.55 feet;
4) northerly 39.00 feet along the arc of a circular curve concave to the southeast having a radius of
97.00 feet, through a central angle of 23002'00.' and being subtended by a chord which bears North
24008'27" East 38.73 feet;
5) North 35039'28" East 48.33 feet;
6) northerly 16.75 feet along the arc of a circular curve concave to the west, having a radius of 17.00
feet through a central angle of 56027'09.' and being subtended by a chord which bears Nodh
07025'53" East 16.08 feet to a point of reverse curvature;
7) northerly 45.51 feet along the arc of a circular curve concave to the east having a radius of 59.00
feet through a central angle of 44°11'42" and being subtended by a chord which bears North
01°18'10- East 44.39 feet to the Point of Beginning of the centerline herein described;
thence leaving said line, North 30°45'31" West 33.56 feet;
thence North 40033'44" West 135.97 feet;,
thence Nodh 54°13'10" West 257.82 feet to the Place of Ending.
Side lines of said easement are to be extended or lengthened to lie on the eastedy line of said M-2R;
Subject to easements and restrictions of record.
Bea~ings are based on the southwesterly line of Tract M-2R being North 54020'32" West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
By:/~ ~-~Z.~ Date
. Boutwell, P.S'.M.. #3934
Ref. 4J-307
Not valid unless embossed with the Professional's seal.
Naples Fort Myers Sarasota Bradenton Tampa
3200 8alley Lane, Suite 200 Naples, Florida 34105-8507 941-649-4040 ~ 941-$43-5716
www. wilsonmiller, corn
16~8
EXHI
IT
0
EXHIBIT "H"
OR: 2823
PG:
· AGREEMENT AND SEWER FACILITIES LEASES TO BE TERMINATED
OR BOOK 1317, PAGES 23-8:
OR BOOK 1164, PAGES 1454-8:
OR BOOK 1175, PAGES 633-9:
OR BOOK 1239, PAGES 2060-2:
OR BOOK 1239, PAGES 2063-8:
(AGREEMENT)
(PHASES I & II)
(TRACT E)
(PHASE III)
(TRACTS B-3 & B-4)
2435
THIS INSTRUMENT PREPARED BY:
John A. Nold, P.A.
995 N. Collier Boulevard
Marco Island, FL 34145
RETURN DOCUMENT TO ABOVE ADDRESS:
Property Appraisers Property ID (Folio) #:
2794212 OR: 2823 PG: 2436
RECORDED in OFfiCIAL RECORDS of COLLIER COUNTY,
05/11/2001 at 12:507M D~IGHT f. BROCK, CLERK
Retn:
CLERK TO THB BOARD
INTEROFFICE ~?H FLOOR
EXT 7240
DOC-.?0 ,70
CO,tBS
16 8 ,
QUITCLAIM DEED FOR UTILITY EASEMENTS
This Quit Claim Deed executed this [t~'~ dayof ~.CLf'[L~ ,A.D.
2001, by Eagle Creek Condominium Association, Inc. a Florida corporation, (Master Condominium
Association for all condominiums within Eagle Creek Country Club), Grantor, whose post office
address is 625 Eagle Creek Drive, Naples, Florida 34112, and Eagle Creek Properties, Inc., a Florida
corporation, and Eagle Creek Utility Company II, Inc., a Florida corporation, and Eagle Creek
Community Association, Inc., a Florida corporation, collectively referred to as Grantee, whose post
office addresses are 625 Eagle Creek Drive, Naples, FL 34112:
(Wherever used herein the terms "first party" and "second party" shall include singular and
plural, heirs, legal representatives, and, assigns of individuals, and the successors and assigns of
corporations, wherever the context so admits or requires.)
WITNESSETH, that the said Grantor, for and in consideration of the sum of $10.00, in
hand paid by the said Grantee, the receipt whereof is hereby acknowledged, does hereby remise,
release and quit-claim unto the said second party forever, all the right, title, interest, claim and
demand which the said first parties has in and to the following described easement, piece or parcel
of land, situate, lying and being in the County of Collier, State of Florida, to wit:
Tract B-2 - 5 multi-family buildings with a total of 39 units. Approximately 320 linear feet
of 8" gravity sewer main within designated easement as described in Exhibit "F".
Tract B-3 and Tract B-4 - Tract B-3 consists of 3 multi-family buildings with a
total of 29 units. Tract B-4 consists of 2 multi-family buildings With a total of 24
units. Approximately 190 linear feet of 4" force main, 895 linear feet of 8" gravity
sewer main, and lift stations "B" within designated easements as described in O.R.
Book 1239, Pages 1805-7 and Exhibit "F".
Tract B-5 (now Stonegate, Phases I & II) - Phase I consists of 2 multi-family
buildings with a total of 32 units. Phase II consists of 2 multi-family buildings with
a total of 18 units, and a pool. Approximatel~ 733 linear feet of 8" gravity sewer
main within designated easement as described in Exhibit "F".
2437
Tract M - Waterford Bridge - Approximately 385 linear feet of 4" force main to
serve Tracts M-1 and M-2 Crystal Lake Terrace and 376 linear feet of 6" force main
to serve the commercial site (Shops of eagle Creek) within designated easements,
as described in O.R. Book 1440, Pages 819-21 and O.R. Book 1440, Pages 1608-9.
Tract M-1 Crystal Lake Terraces - 4 multi-family buildings with a total of 48
units and a pool. Approximately 881 linear feet of 8" gravity sewer mains, 225
linear feet of 4" force main, 370 linear feet of 6" force main, and lift station "M", as
described in Plat Book 28, Pages 72-4, O.R. Book 1440, Pages 815-6, and O.R.
Book 1440, Pages 817-8.
Tract M-2 Crystal Lake Terraces - 3 rriulti-family buildings with a total of 44
units. As-built drawings state private ownership of on-site sewer facilities.
Approximately 386 linear feet of 8" gravity sewer mains within the designated
easements as described in Exhibit "G".
Subject to restrictions, reservations and easements of record and taxes for the years 2000
and subsequent years.
TO HAVE AND TO HOLD the same together with all and singular the appurtenances
thereunto belonging or in Aeneas appertaining, and all the estate, right, title, interest, lien, equity
and claim whatsoever of the sa~d Grantor, either in law or equity, to the only proper use, benefit and
behoof of the said Grantee forever.
IN WITNESS WHEREOF, the said first parties has signed and sealed these presents the day
and year first above written.
Signed, sealed and delivered in the presence of:
Witness Signature
Name
signature
Pi'inted Name
Eagle Creek Condominium Association,
Inc., a Florida corporation
By.~"/~?_.~f~ FJ~ ~/~c.~? ~,- Printed
carl 3,. Rude President;
OR: 2823 PG: 2438 ***
16C8
STATE OF FLORIDA
COUNTY OF COLLIER
I hereby certify that on this day, before me, an officer duly authorized to administer oaths
and take acknowledgments, personally appeared Willis P. Kriz,, President of Eagle Creek
Condominium Association, Inc., a Florida corporation, known to me to be the person(s) described
in and who executed the foregoing instrument, who acknowledged before me that he executed the
same, that he is ~ personally know to me or ~ produced as identification
and that an oath ~was ~ was not taken.
My Commission Expires:
Notary Public
{ %',"~?__\. ::-~._ --~-:'~c
Notary Printed Name
~ta~t Couat3f Attorne$
By: s~r~
Jame man
5-~-o,
THIS INSTRUMENT PREPARED BY:
John A. Nold, P.A.
995 N. Collier Boulevard
Marco Island, FL 34145
RETURN DOCUMENT TO ABOVE ADDRESS:
Property Appraisers Property ID (Folio) #:
2794213 OR: 2823 PG: 2439
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL
05/11/2001 at 12:50PM D%'IGHT E. BROCK, CLHRK
Retn:
CLERK TO ?HE BOARD
INTEROFFICE 4TH FLOOR
BKT 7240
CONS .18
REC FEE 10.50
DOC-.?0 ,70
COPIES 2,00
16C8
QUIT CLAIM DEED FOR UTILITY EASEMENTS
This Quit Claim Deed executed this day of l~O,_g~'~. , A.D.
2001, by Eagle Creek Villa Homes #1 Neighborhood Association, Inc., a Florida corporation,
Grantor, whose post office address is 625 Eagle Creek Drive, Naples, Florida 34112, and Eagle
Creek Properties, Inc., a Florida corporation, and Eagle Creek Utility Company II, Inc., a Florida
corporation, and Eagle Creek Community Association, Inc., a Florida corporation, collectively
referred to as Grantee, whose post office addresses are 625 Eagle Creek Drive, Naples, FL 34112:
(Wherever used herein the terms "first party" and "second party" shall include singular and
plural, heirs, legal representatives, and, assigns of individuals, and the successors and assigns of
corporations, wherever the context so admits or requires.)
WITNESSETH, that the said Grantor, for and in consideration of the sum of $10.00, in
hand paid by the said Grantee, the receipt whereof is hereby acknowledged, does hereby remise,
release and quit-claim unto the said second party forever, all the right, title, interest, claim and
demand which the said first parties has in and to the following described easement, piece or parcel
of land, situate, lying and being in the County of Collier, State of Florida, to wit:
Tract A - 8 multi-family buildings with a total of 15 units. Approximately 160 linear feet
of 6" force main and 753 linear feet of 8" gravity sewer main within designated easement
as described in O.R. Book 1316, Pages 441-5, and Exhibit "E".
Tract C - 16 multi-family buildings with a total of 77 units. Approximately 2,095 linear
feet of 8" gravity sewer mains within road right-of-way and designated easements, as
described in O.R. Book 1175, Pages 652-5.
Subject to restrictions, reservations and easements of record and takes for the years 2000
and subsequent years.
1608 ' ***
t...,.m OR: 2823 PG', 2440 ***
TO HAVE AND TO HOLD the same together with all and singular the appurtenances
thereunto belonging or in Aeneas appertaining, and all the estate, right, title, interest, lien, equity
and claim whatsoever of the said Grantor, either in law or equity, to the only proper use, benefit and
behoof of the said Grantee forever.
IN WITNESS WHEREOF, the said first parties has signed and sealed these presents the day
and year first above written.
Signed, sealed and delivered in the presence off
Witness Signa ,rare
Name
.~tt.tness .Signature
Printed Name
Eagle Creek Villa Homes #1 Neighborhood
Association, Inc., a Florida corporation
~, P~esident
STATE OF FLORIDA
COUNTY OF COLLIER
I hereby certify that on this day, before me, an officer duly authorized to administer oaths
and take acknowledgments, personally appeared David J. Amico, President of Eagle Creek Villa
Homes #1 Neighborhood Association, Inc., a Florida corporation, known to me to be the person(s)
described in and who executed the foregoiflg instrument, who acknowledged before me that he
executed the same, that he is ~ personally know to me or ~ produced
as identification and that an oath ~was D was not taken.
My Commission Expires:
Notary Public
Notary Printed Name
1608
THIS INSTRUMENT PREPARED BY:
John A. Nold, P.A.
995 N. Collier Boulevard
Marco Island, FL 34145
RETURN DOCUMENT TO ABOVE ADDRESS:
Property Appraisers Property ID (Folio) #:
2794214 OR: 2823 PG: 2441
RECORDED in O~HCIAL RBCORDS of COLLIER COIIHT¥,
05/11/2001 at 12:50PM DWIGHT B, BROCK, CLERK
COHS ,18
RiO ~H~ 10.50
DOC-,70 .70
CO?I~$ 2.00
Retn:
CLERK TO THE BOARD
INTEROFFICE 4TH FLOOR
~XT 7240
QUIT CLAIM DEED FOR UTILITY EASEMENTS
This Quit Claim Deed executed this !,.j)4;~ ~f~ h
day of ((~ , A.D.
2000, by Eagle Creek Estate Homes #1 Neighborhood Association, Inc., a Florida corporation,
Grantor, whose post office address is 625 Eagle Creek Drive, Naples, Florida 34112, and Eagle
Creek Properties, Inc., a Florida corporation, and Eagle Creek Utility Company II, Inc., a Florida
corporation, and Eagle Creek Community Association, Inc., a Florida corporation, collectively
referred to as Grantee, whose post office addresses are 625 Eagle Creek Drive, Naples, FL 34112:
(Wherever used herein the terms "first party" and "second party" shall include singular and
plural, heirs, legal representatives, and, assigns of individuals, and the successors and assigns of
corporations, wherever the context so admits or requires.)
WITNESSETH, that the said Grantor, for and in consideration of the sum of $10.00, in
hand paid by the said Grantee, the receipt whereof is hereby acknowledged, does hereby remise,
release and quit-claim unto the said second: party forever, all the right, title, interest, claim and
demand which the said first parties has in and to the following described easement, piece or parcel
of land, situate, lying and being in the County of Collier, State of Florida, to wit:
Tract D - 70 single family lots. Platted. Approximately 45 linear feet of 4" force
main, 2,838 linear feet of 8" gravity sewer mains, and lift station "D" within platted
road right-of-way and designated easements, as described in Plat Book 16, Pages 32-
4 and O.R. Book 1454, Pages 1931-2.
Tract E - 38 single family lots. Not platted. Approximately 128 linear feet of 4"
force main, 1,772 linear feet of 8" gravity sewer mains, and lift station "E" within
road right-of-way and designated easements, as described in O.R. Book 1175, Pages
629-32.
Tract F - 26 single family lots. Platted. Approximately 65 linear feet of 4" force
main, 1,138 linear feet of 8" gravity sewer mains, and lift station "F" within platted
road fight-of-way and designated easements, as described in Plat Book 14, Page 60.
1608
OR: 2823
PG:
2442
Tract G - 21 single family lots. Platted. Approximately 849 linear feet of 8"
gravity sewer mains within platted road right-of-way and designated easements, as
described in Plat Book 15, Page 49 and O.R. Book 1417, Pages 1919-22.
Subject to restrictions, reservations and easements of record and taxes for the years 2000
and subsequent years.
TO HAVE AND TO HOLD the same together with all and singular the appurtenances
thereunto belonging or in Aeneas appertaining, and all the estate, right, title, interest, lien, equity
and claim whatsoever of the said Grantor, either in law or equity, to the only proper use, benefit and
behoof of the said Grantee forever.
IN WITNESS WHEREOF, the said first parties has signed and sealed these presents the day
and year first above written.
Signed, sealed and delivered in the presence off
Witness Signature
Name
W~.ess Sigqature
Printed Name
By:
STATE OF FLORIDA
COUNTY OF COLLIER
Eagle Creek Estate Homes #1 Neighborhood
Association, Inc., a Florida corporation
~ ~sid~en~~;<~ Printed
David J~'.3duico,
I hereby certify that on this day, before me, an officer duly authorized to administer oaths
and take acknowledgments, personally appeared David J. Amico, President of Eagle Creek Villa
Homes #1 Neighborhood Association, Inc., a Florida corporation, known to me to be the person(s)
described in and who executed the foregoing instrument, who acknowledged before me that he
executed the same, that he is ~ personally know to me or [Zl produced
as identification and that an oath [Zlwas ~ was not taken.
My Commission Expires:
Notary Public
Notary Printed N,am~~
Retn:
CLERK TO THE BOARD
INTEROFFICE 4TN FLOOR
BXT 7240
2794215 OR: 2823 PG: 2443
RBCORDED in the O~ICIAL RECORDS of COLLIER COUNTY, PL REC PER
05/11/2001 at 12:5OPM DWIGHT B. BROCK, CLERK DOC-.70
91,50
.70
20.00
16 8
UTILITY FACILITIES
WARRANTY DEED AND BILL OF SALE
THIS CONVEYANCE DOCUMENT made this 1~4(dayof ~lt~[/r{J L ,200t..l.,
between EAGLE CREEK PROPERTIES, INC., a Florida Corporation, EAGLE CREEK UTILITY
COMPANY II, INC., a Florida Corporation, and EAGLE CREEK COMMUNITY ASSOCIATION,
INC., a Florida Corporation, (hereinafter referred to as "Grantor"), 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, its successors and assigns, (hereinafter referred to as
"Grantee").
WITNESSETH:
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, grants, sells, and conveys to the said Grantee, and Grantee's heirs, successors and
assigns forever, sewer utility facilities, whether realty, personalty, and/or mixed, lying within, on or
over the following described land, together with appurtenant easement rights for the operation,
installation and maintenance of said facilities, situate, lying and being in Collier County, Florida, to
wit:
(See Exhibits"A", B, C, D, E, F,and"G"
attached hereto and incorporated by reference herein.)
and said Grantor does hereby fully warrant the title to said utility facilities, and will defend the same
against the lawful claims of all persons whomsoever. For the purposes of this conveyance, the utility
facilities conveyed herein shall not be deemed to convey any of the lands described in Exhibits "A",
"B", "C", "D", "E", "F", and "G". Grantor and Grantee are used for singular or plural, as context
requires.
TO HAVE AND TO HOLD the same unto the Grantee and its assigns, together with the right
to enter upon said land, excavate, and take materials for the purpose of constructing, operating, and
maintaining utility facilities thereon. Grantor and Grantee are used for singular or plural, as the
context requires.
OR: 2823 PG: 2444
This conveyance concurrently terminates that following agreement and/or leases:
(See Exhibit "H" attached hereto
and incorporated by reference herein.) 16C8
IN WITNESS WHEREOF, Grantor has caused these presents to be executed the date and
year first above written.
WITNESSES:
I~]:~:t.~' 'b,l_ J.-,?3 5ti~
PRINT NAME OF WITNESS
EAGLE CREEK PROPERTIES, INC.,
Florida Corpo,ration ~_
By: Da~/d J. Amic~ President
a
PRINT NAME OF WITNESS
WITNESSES:
PRINT NAME OF WITNESS
PRINT NAME OF WITNESS
EAGLE CREEK UTILITY COMPANY II,
INC., a Florida Corporation
By: David J.jAmico, ~sident .
WITNESSES:
PRINT NAME OF WITNESS
PRINT NAME OF WITNESS
EAGLE CREEK COMMUNITY
ASSOCIATION, INC., a Florida Corporation
By: ~'~d J. ~, PreSident
OR: 2823 PG: 2445
STATE OF FLORIDA
COUNTY OF COLLIER
16gfl
The foregoing Utility Facilities Warranty Deed and Bill of Sale was acknowledged before
me by, David J. Amico, President of Eagle Creek Properties, Inc., Eagle Creek Utility Company II,
Inc., Eagle Creek Community Association, Inc., aFlorida Corporation, on behalf of the corporations,
personally known ~ or produced identification. Type of identification produced:
Witness my hand and official seal this ~9 day of~h(~'( 3"~ ,200~.
Notary Public (Affix notary seal)
My Commission Expires:
Notary Printed Name
Approved as to form & legal sufficiency
Thomas C. Palmer, Assistant County Attorney
Prepared by:
John A. Nold, P.A.
995 N. Collier Boulevard
Marco Island, FL 34145
By:
James .
5--
OR: 2823 PG: 2446
EXHIBIT "A"
16C8
Eagle Creek Summary of Tracts and Phases
Phase I - Approximately 2,903 linear feet of 4", 6" and 8" force mains within platted
road right-of-way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase II - Approximately 440 linear feet of 8" gravity sewer main, 1,080 linear feet 4"
force main and lift station "C" within platted road right-of-way and designated
easements, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase III - Approximately 450 linear feet of 4" force main within platted road right-of-
way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Tract A 8 multi-family buildings with a total of 15 units. Approximately 160 linear
feet of 6" force main and 753 linear feet of 8" gravity sewer main within designated
easement as shown on OR Book 1316, Pages 441-5, and on Exhibit "E"
100% County Ownership of force main and gravity sewer mains upon conveyance.
Tract B-2 - 5 multi-family buildings with a total of 39 units. Approximately 320 linear
feet of 8" gravity sewer main within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-3 and Tract B-4 - Tract B-3 consists of 3 multi-family buildings with a total of
29 units. Tract B-4 consists of 2 ,multi-family buildings with a total of 24 units.
Approximately 190 linear feet of 4" force main, 895 linear feet of 8" gravity sewer main,
and lift stations "B" within designated easements as shown on OR Book 1239, Pages
1805-7 and on Exhibit "F".
100% County ownership of Force Main and Lift Station "B", Lease in place, and
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-5 (now Stonegate, Phases I & II) - Phase I consists of 2 multi-family
buildings with a total of 32 units. Phase II consists of 2 multi-family buildings with a
total of 18 units, and a pool. Approximately 733 linear feet of 8" gravity sewer main
within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract C - 16 multi-family buildings with a total of 77 units. Approximately 2,095 linear
feet of 8" gravity sewer mains within road right-of-way and designated easements, as
shown on OR Book 1175, Pages 652-5.
100% County Ownership of gravity sewer mains upon conveyance.
OR: 2823 PG: 2447
Exhibit "A"
Eagle Creek Summary of Tracts and Phases
Page 2
16 8
Tract D - 70 single family lots. Platted. Approximately 45 linear feet of 4" force main,
2,838 linear feet of 8" gravity sewer mains, and lift station "D" within platted road right-
of-way and designated easements, as shown on Plat BOok 16, Pages 32-4 and on OR
Book 1454, Pages 1931-2.
100% County Ownership of gravity sewer mains, force main and lift station "D"
upon conveyance.
Tract E - 38 single family lots. Not platted. Approximately 128 linear feet of 4" force
main, 1,772 linear feet of 8" gravity sewer mains, and lift station "E" within road right-
of-way and designated easements, as shown on OR Book 1175, Pages 629-32.
100% County Ownership of gravity sewer mains, force main and lift station "E"
upon conveyance.
Tract F - 26 single family lots. Platted. Approximately 65 linear feet of 4" force main,
1,138 linear feet of 8" gravity sewer mains, and lift station "F within platted road right-
of-way and designated easements, as shown on Plat Book 14, Page 60.
100% County Ownership of gravity sewer mains, force main and lift station "F"
upon conveyance.
Tract G - 21 single family lots. Platted. Approximately 849 linear feet of 8" gravity
sewer mains within platted road right-of-way and designated easements, as shown on Plat
Book 15, Page 49 and OR Book 1417, Pages 1919-22.
100% County Ownership of gravity sewer mains upon conveyance.
Tract M Waterford Bridge Approximately 385 linear feet of 4" force main to serve
Tracts M-1 and M-2 Crystal Lake Terrace and 376 linear feet of 6" force main to serve
the commercial site (Shops of Eagle Creek) within designated easements, as shown on
OR Book 1440, Pages 819-21 and OR Book 1440, Pages 1608-9.
100% County ownership of force mains upon conveyance.
Tract M-1 Crystal Lake Terraces - 4 multi-family buildings with a total of 48 units
and a pool. Approximately 881 linear feet of 8" gravity sewer mains, 225 linear feet of
4" force main, 370 linear feet of 6" force main, and lift station "M", as shown on Plat
Book 28, Pages 72-4 and on OR Book 1440, Pages 815-8.
100% County Ownership of gravity sewer mains, force main and lift station "M'
upon conveyance.
OR: 2823 PG: 2448
Exhibit "A"
Eagle Creek S~ of Tracts and Phases
Page 3
16C8
Tract M-2 Crystal Lake Terraces - 3 multi-family buildings with a total of 44 units.
As-built drawings state private ownership of on-site sewer facilities. Approximately 386
linear feet of 8" gravity sewer mains within designated easements as shown on Exhibit
100% County Ownership of gravity sewer mains upon conveyance.
Shops of Eagle Creek (Commercial Site)
As-built drawings state private ownership of on-site sewer facilities.
All on-site gravity sewer mains, force mains, and lift station facilities within
commercial tract to remain private, and not to be conveyed to the County in this
instrument but may be separately conveyed, unless specifically conveyed by Eagle
Creek Commercial Company, Inc., a Florida corporation.
Tract L - Clubhouse
All on-site gravity sewer mains within Clubhouse tract to remain private, and not to
be conveyed to the County.
Force Main to Interim Sewer Treatment Plant No As-built drawings on file.
Approximately 2,200 linear feet of 8" and 10" force mains within designated easement,
as shown on Plat Book 14, Pages 1-5.
100% County ownership of force mains upon conveyance.
OR: 2823 PG: 2449
EXHIRIT "B'
16C8
FORMAL ACCEPTANCE OF THE FOLLOWING UTILITY EASEMENTS AND
EXHIBITS THAT WERE PREVIOUSLY GRANTED TO THE COLLIER
COUNTY WATER-SEWER DISTRICT AND RECORDED IN THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORID~ AND TO BE RETROACTIVE
TO THE DATE OF EACH RESPECTIVE EASEMENT DOCUMENT
OR BOOK 1440, PAGES 819-21: AME~ED EASEMENT (TRACT M -
WATERFORD BRIDGE)
OR BOOK 1440, PAGES 1608-9: DEDICATION OF NON-EXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M -
WATERFORD BRIDGE) "
OR BOOK 1454, PAGES 1931-2: DEDICATION OF NON-EXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT D - FM
BETWEEN PLAT AND EXISTING EASEMENT OF 8" FM TO PLANT )
OR BOOK 1440, PAGES 815-6: DEDICATION OF NON-EXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M - 1)
OR BOOK 1440, PAGES 817-8: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M - 1)
OR: 2823 PG: 2450
EXHIBIT "C"
FORMAL ACCEPTANCE OF THE FOLLOWING UTILITY EASEMENTS AND
EXHIBITS THAT WERE PREVIOUSLY GRANTED FOR WATER
ACCEPTANCE TO THE COLLIER COUNTY WATER-SEWER DISTRICT AND
RECORDED IN THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA
OR BOOK 1175, PAGES 629-32: (TRACT E)
OR BOOK 1175, PAGES 652-5 '(TRACT C)
OR BOOK 1239, PAGES 1805-7 (TRACTS B-3 & B-4)
ORBOOK 1316, PAGES 441-5 (TRACT A)
OR BOOK 1417, PAGES 1919-22: (TRACT ~)
OR: 2823 PG: 2451
EXHIBIT "D"
16 8
ALL SEWER UTILITY FACILITIES WITHIN PLATTED RIGHTS OF WAY
AND/OR DEDICATED UTILITY EASEMENTS (UE) AND/OR COLLIER
COUNTY UTILITY EASEMENTS (CUE) AS SHOWN ON THE FOLLOWING
PLATS AS RECORDED WITHIN THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA:
PLAT BOOK 14, PAGES 1-5 (PHASES I, II, & III)
PLAT BOOK 14, PAGE 60 (TRACT F)
PLAT BOOK 15, PAGE 49 (TRACT G)
PLAT BOOK 16, PAGES 32-4
PLAT BOOK 28, PAGES 72-4
(TRACT D)
,.
(TRACT M-1 RBPLAT, TRACT M-2,
CRYSTAL LAKE TERRACE)
I698
OR: 2823 PG: 2452
Description of Ingress, Egress, Drainage and a Utility Easement
over and across part of Tract WA" UEAGLE CREEK COUNTRY CLUB"
(P.B. 14, pages i through 5) Collier County, Florida
An easement for ingress, egress, drainage and utility purposes
over and across all that part of Tract "A# of "EAGLE CREEK COUNTRY
CLUB" according to the plat thereof as recorded in Plat Book 14,
pages 1 through 5, Collier County Public Records, Collier County,
Florida being described as follows:
Commencing at Reference Point No. 1 as shown on the boundary of
said Tract "A";
thence along the southwesterly boundary of said Tract "A",
southeasterly 72.26 feet along the arc of a circular curve concave
to the southwest, having a radius of 345.00 feet, through a
central angle of 12"-00'-00", subtended by a chord which bears
South 35e-00,-00. East 72.12 feet;
thence continuing along the southwesterly boundary of said Tract
"A", South 29"-00'-00" .East 41.59 feet to the POINT OF BEGINNING
of the easement for ingress, egress, drainage and utility purposes
herein described;
thence leaving the boundary of said Tract "A", North
61e-00'-00" East 16.19 feet;
thence easterly, southeasterly and southerly, 84.90 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
88e-26'-23", subtended by .a chord which bears South
74e-46'-48" East 76.72 feet; ·
thence South 30"-33'-37" East 13.57 feet;
thence southeasterly, 84.41 feet along the arc of a circular
curve concave to the northeast, having a radius of 156.31
feet, through a central angle of 30o-56,_23., subtended by a
chord which bears South 46"-01'-48" East 83.39 feet;
thence South 61"-30'-00" East 305.80 feet;
thence easterly, 118.66 feet along the arc of a circular
curve concave to the north, having a radius of 187.93 feet,
through a central angle of 36o-10,-38., subtended'by a chord
which bears ~outh 79"-35'-19" East 116.70 feet;
thence North 82o-19,-22. East 10.35 feet;
thence easterly, southeasterly, and southerly, 95.20 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
99"-10'-38" subtended by a chord which bears South
48°-05'-19" East 83.75 feet;
thence South 01e-30,-00. West 14.00 feet to a point on the
southwesterly boundary of said Tract "A";
thence along the southwesterly boundary of said Tract "A" in
the following described five (5) courses:
1) North 88"-30'-00" West 82.14 feet;
2) westerly and northwesterly 139.02 feet along the arc of a
circular curve concave to the northeast having a radius
of 295.00 feet through a central angle of 27e-00,-00- and
being subtended by a chord which bears North 75"-00'-00"
West 137.73 feet;
3) North 61"-30'-00" West 305.80 feeti
4) northwesterly 167.33 feet along the arc of a circular
curve concave to the northeast having a radius of 295.00
feet through a central angle of 320-30'-00" and being
subtended by a chord which bears North 45o-15,-00- West
165.10 feet; and
5) North 29o-00,-00. West 20.00 feet to the POINT OF
BEGINNING;
(continued on page 2)
WII-ION · MiIJ.IR * BARi'ON · lOLL. & IIIIIK~ INC.
16C8
Description of Ingress, Egress, Drainage and a Utility Easement
over and across part of Tract "A" "EAGLE CREEK COUNTRY CLUB"
(P.B. 14, pages I through 5) Collier County Florida
(continued from page 1) '
being an easement for ingress, egress, drainage and utility
easement purposes over and across part of Tract "A" of "EAGLE
CREEK COUNTRY CLUB" (P.B. 14 pages 1 through 5) Collier County,
Florida; '
subject to easements and restrictions of record;
the bearings used herein are based on said Plat Book 14, pages 1
through 5 inclusive and are true.
Carl-'~.2Spll, P.L.S. %1962 - DATE J~, Z~,~?
Not valid unless embossed with the Professional,s seal.
W.O. 23636
Ref: 4J-125 (CHS:kJd tract-a-2)
6~8
;
WilspnMiller
New Directions In Planning, Oeslgn & Engineering
(4J-308 Easement #1 )
Description of easement for sanitary sewer;
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB":
(Plat Book 4, pages 1-5) Collier County, Florida
.Z6C8
A 20.00 foot wide easement for sanitary sewer purposes over and across all tha( part of
Tract "B" of 'EAGLE CREEK COUNTRY CLUB", according to the Tract Maps thereof as
recorded in Plat Book 14, pages'l through 5, inclusive, Collier County Public Records;
Collier County, Florida, lying 10.00 feet on each side of the hereinafter described
centerline of easement;
Commencing at Reference Point No. 3 as shown on the boundary of said Tract "B";
thence along the southerly boundary of said Tract "B", South 66°00'00" West 365.30
feet;
thence along the westerly boundary of said T'ract "B", North 16024'00" West 304.76
feet;
thence along the westerly boundary of said Tract "B", northwesterly 123.82 feet along
the arc of a circular curve concave to the southwest, having a radius of 240.00 feet
through a central angle of 29033'34'', subtended by a chord which bears North
31010'47'' West 122.45 feet to the Point of Beginning of said centerline of easement
herein described;
thence along said centerline of easement North 09053'33'' East 298.94 feet to the
Point of Ending of said centerline of easement, being a 20.00.foot wide easement
for sanitary sewer purposes over and across part of Tract "B" of said Eagle Creek
Country Club (Plat Book 14, pages 1 through 5), Collier County Public Records,
Collier County, Florida; ~.
Side lines of said easement are to ~)e extended or lengthened to lie on the southerly
boundary of said Tract "B':
Subject to easements and restrictions of record. ~,
Bearings are based on the southerly line of Tract "B" being South 66000'00'' West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
BY~s.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
Date .September 30, 1999
Naples Fort Myers Sarasota Bra£1enton Tampa
3200 Bailey Lane, St/rte 200 Nap/es, Florida 34105-8507 941-649-4040.~ 941-643-5716
www. wil$onmiller, con]
WilspnMiller
New Oirectlons In Planning, Design & Engineering
|' !
E~Hi~IT
(4J-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station "B";
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Flodda
An easement for sanitary sewer and pump station purposes over and across all that part of
Tract "B" of "EAGLE CREEK COUNTRY CLUB" according to the Tract Maps thereof as
recorded in Plat Book 14, pages I through 5, inclusive, Collier County Public Records, Collier
County, Florida being described as follows: '
Commencing at Reference Point No. 2 as shown on the boundary of said Undivided Tract "B";
thence along the northeasterly line of said undivided Tract "B" in the following six described
courses:
1) southeasterly 193.08 feet along the arc of a circular curve concave to the southwest,
having a radius of 375:00 feet through a central angle of 29030'00'' subtended by a chord
which bears South 68°45'00'' East 190.95 fe~t;
2) South 54000'00" East 150.00 feet;
3) southeasterly 128.72 feet along the arc of a circular curve, c¢~ncave to the southwest,
having a radius of 295.00 feet through a central angle of 25o00'00. subtended by a chord
which bears South 41o30'00'' East 127.70 feet;
4) South 29°00'00'' East 61.59 feet;
5) southeasterly 195.70 feet along the arc of a circular curve concave to the northeast, having
a radius of 345.00 feet, through a central angle of 32°30'00,,, subtended by a chord which
bears South 45015'00'' East 193.08 feet;
6) South 61030'00'' East 183.00 feet to the Point of Beginning of the easement for sanitary
sewer and pump station purposes herein described;
thence continue along the northeasterly line of said Tract "B", South 61o30'00" East 122.80
feet;
thence continue along the northeasteriy line of said Tract "B", southeasterly 92.93 feet
along the arc of a circular curve concave to the northeast, having a radius of 345.00 feet,
through a central angle of 15°26'00'', subtended by a chord which bears South 69013'00''
East 92.65 feet;
thence leaving the boundary of said Tract "B", South 13o04'00'' West 57.61 feet;
thence South 80o17'54'' East 164.07 feet;
thence North 62o57'14'' East 100.81 feet to the northeasterly boundary of said Tract "B";
thence along said line, southeasterly 16.85 feet along the arc of a circular curve concave to
the southwest having a radius of 148.49 feet through a central angle of 06°30'00'' and
being subtended by a chord which bears South 51045'00'' East 16.84 feet;
thence continue along said line, South 48030'00'' East 95.07 feet;
thence leaving said line, South 41030'00'' West 15.00 feet;
thence North 48o30'00- West 101.28 feet;,
thence South 62°58'29'' West 89.80 feet;
thence South 02044'58" West 105.92 feet;
thence South 65031'33'' East 124.29 feet;
16C8
Naples Fort Myers Sarasota Bradonton Tampa
3200 Bailey Lane, Suite 200 Naples, Florida 34105-850? 941-649~4040 ~ 941-$43-5716
www. wil$o.~iller. ~m
WilsOnMiller
O
(4J-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station "B";
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Florida (continued)
thence South
thence South
thence South
thence North
thence North
thence North
thence North
thence North
thence Nodh
thence North
thence North
thence North
thence
thence
thence
thence
31°38'10" East 88.22 feet;
55024'00" East 216.42 feet;
34036'00'. West 15.00 feet;
55024'00'' West 219.58 feet;
31°38'10'' West 86.80 feet;
65031'33" West 129.89 feet;
02044'58'' East 113.80 feet;
80017'54'' West 198.60 feet;
52042'00" West 166.39 feet;
60°23'47'' West 225.30 feet;
49020'02'' West 240.34 feet;
56°28'58" West 204.38 feet;
North 33°31'02'' East 20.00 feet;
South 56028'58" East 205.62 feet;
South 49020'02'' East 239.66 feet;
South 60023'47'' East 189.29 feet;
thence North 28030'00'' East 23.67 feet to the Point of Beginning, being an easement for
sanitary sewer and pump station purposes over and across part of undivided Tract "B" of
Eagle Creek Country Club, Plat Book 14, pages I through 5, inclusive, .Collier County
Public Records, Collier County, Florida,
Subject to easements and restrictions of record
Bearings are based on the southerly line ~f Tract "B" (said line being the common linewith
Tract "C") being South 66000'00'' West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
16C8
B~ Date
.S.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
WilspnMiller
New Directions In Planning, Design & Engineering
(4J-306 Easement #4)
Legal description
Centerline of a 15' County Utility Easement, The Shops at Eagle Creek
Phase One and Two, being a part of the northwest ¼ of Section 3,
Township 51 South, Range 26 East, and Tracts M-1 and M-2,
of Crystal Lake Terraces at Eagle Creek, Plat Book 16,
pages 30 and 31, Collier County, Florida
16C8
A fifteen foot easement lying 7.5 feet on each side of the hereinafter described
centerline of easement, being a part of The Shops of Eagle Creek Phase One and Two,
and being a part of the northwest ¼ of Section 3, Township 51 South, Range 26 East,
and Tracts M-1 and M-2, of Crystal Lake Terraces at Eagle Creek, Plat Book 16, pages
30 and 31, Collier County, Florida, being more particularly described as follows:
Commencing at the northeasterlymost corner, of said Tract M-l;
thence along the boundary of said Tract M-l, North 87°30'54' West 248.62 feet;
thence continue along said boundary, North 02°29'06'' East 127.38 feet;
thence leaving said boundary, South 87030'54'' East 45.48 feet to the Point of
Beginning of said centerline of easement;
thence North 02°51'51'' East 163.71 feet;
North 34008'45" East 12.00 feet to a point hereinafter referred t° as Point
South 34°08'45''
North 54°20'32''
North 00o54'38''
West 12.00 feet;
West 400.08 feet;
East 6.08 feet to a point hereinafter referred to as Point "A';
83°34'51" West 182.58 feet;
54020'32'` West 395.94 feet;
35039'28" East 76.00 feet;
54°20'32'' West 197.66 feet;
South
North 54°20'32'' West 68.41:feet;
South 35°39'28' West 40.85 feet;
North 35o39'28'' East 40.85 feet;
North
North
North
North
thence
"C";
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
61°48'12'' West 193.32 feet;
thence North 01o01'55" East 307.69 feet;
thence South 88058'05'' East 153.00 feet to a Place of En~ling;
thence return to the aforementioned Point "A";
thence continue along said centerline North 00°54'38'' East 301.08 feet;
thence North 35039'28'' East 254.92 feet;
thence North 54020'32'` West 381.37 feet;'
thence North 52°11'35" West 410.00 feet to a Place of Ending~
(4J-306 Easement #4)
Legal description
Naples Fort Myers Sarasota Bradenton Tampa
3200 Bailey La/~e, Suite 200 Naples. Florid,134105-8507 941~649-4040 ~ 941-643-5716 '
www_ ...w. il$onmiller, cam
? /
/
?
/
/
/
WilspnMiller
New Olrecllons Iff Planning. Design & Engineering
1'6C8
(4J-307 Easement #3)
Legal Description
Centerline of a 15' County Utility Easement
Part of Tract M-2R Crystal Lake Terraces
at Eagle Creek Replat, Plat Book 28,
pages 72-74, Collier County, Florida
A fifteen foot easement lying 7.5 feet on each side of the hereinafter described centedine of easement,
being a part of Tract M-2R of Crystal Lake Terraces at Eagle Creek Replat according to the plat thereof
as recorded in Plat Book 28, pages 72-74, Collier County, Florida being more particularly described as
follows:
Commencing at the southerlymost corner of said Tract M-2R;
thence along the east line of said tract in the following seven courses:
1) North 35039'28" East 50.11 feet;
2) northerly 21.31 feet along the arc of a circular curve concave to the northwest having a radius of
53.00 feet, through a central angle of 23002'00" an.d being subtended by a chord which bears North
24008'27" East 21.16 feet;
3) North 12°37'28' East 27.55 feet;
4) northerly 39.00 feet along the arc of a circular curve concave to the southeast having a radius of
97.00 feet, through a central angle of 23002'00'' and being subtended by a chord which bears North
24°08'27" East 38.73 feet;
5) North 35°39'28" East 48.33 feet;
6) northerly 16.75 feet along the arc of a circular curve concave to the west, having a radius of 17.00
feet through a central angle of 56027'09" and being subtended by a cf~ord which bears North
07°25'53" East 16.08 feet to a point of reverse curvature;
7) northerly 45.51 feet along the arc of a circular curve concave to the east having a radius of 59.00
· feet through a central angle of 44°11'42" and being subtended by a chord which bears North
01°18'10" East 44.39 feet to the Point of Beginning of the centerline herein described;
thence leaving said line, Nodh 30°45'31" West 33.56 feet;
thence North 40033'44" West 135.97 feet;;
thence Nodh 54°13'10" West 257.82 feet to the Place of Ending.
Side lines of said easement are to be extended or lengthened Io lie on the eastedy line of said M-2R;
Subject to easements and restrictions of record.
Bea~:ings are based on the southwesterly line of Tract M-2R being North '~;~4020'32" West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
By:/~ ~ Date
. Boutwell, P.S.M. #3934
Rel~. 4J-307
Not valid unless embossed with the Professional's seal.
Naples Fort Myers Sarasota Bradenton Tampa
3200 Bailey Lane. Suite 200 Nap/es, Florida 34105-8507 941-649-4040 ~ 941-643-5716
www. wi/sonmi/ler.'com
/
/
/
!
1608
AGREI~MENT AND SE'%WER FACILITII~S LEASES TO BE TERMINATEI)
OR BOOK 1317, PAGES 23-8:
OR BOOK 1164, PAGES 1454-8:
OR BOOK 1175/ PAGES 633-9:
OR BOOK 1239, PAGES 2060-2:
OR BOOK 1239, PAGES 2063-8:
(AGREEMENT)
(PHASES I & II)
(TRACT E)
(PHASE III)
(TRACTS B-3 & B-4)
16C8
ATTORNEY'S AFFIDAVIT
STATE OF FLORIDA
COUNTY OF COLLIER
BEFORE ME, the undersigned authority, on this .~!"0~day of March, 2001, appeared John
A. Nold, who to me is well known, and having been sworn and under oath, deposes and states:
1. My name is John A. Nold, I am over the age of twenty-one (21) years, am otherwise
suijuris, and have personal knowledge of the facts asserted herein.
2. I am a licensed attorney, Florida Bar # 077432, authorized to practice law in Florida
and am practicing law in the State of Florida. My business address is 995 North Collier Boulevard,
Marco Island, Florida. My business telephone number is (941) 394-7811. My business mailing
address is 995 North Collier Boulevard, Marco Island, Florida 34145.
3. This Affidavit is given as an inducement 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 to accept the dedication or conveyance of sewer
utility facilities located within or upon the real property described in the attached Exhibits "A", "B",
"C", "D", "E", "F" and "G" which are incorporated herein by reference, said land being located in
Collier County, Florida.
4. The Affiant has examined record title information to both the real and personal
property referenced in this affidavit, including but not limited to, information requested from the
Florida Secretary of State relative to any Uniform Commercial Code financing statements.
5. The record owner of the real property described herein is Eagle Creek Properties, Inc.,
a Florida Corporation, (hereinafter "Owner"). The Owner, Eagle Creek Properties, Inc., a Florida
corporation, acquired record title to the subject real property by instrument recorded at Official
Records Book 1309, at Page 56, Public Records, Collier County, Florida (copy attached)
6. The Affiant has examined corporate or partnership information obtained from the
jurisdiction'under which the entity was created and presently operates, that the entity is current and
active within said State or jurisdiction, that the entity is currently authorized to do business in the
State of Florida.
7. The Affiant states the subject real and personal property is not encumbered of record,
or subject to any financing statements filed in the Public Records of Collier County, Florida or the
Office of the Secretary of State.
8. Affiant further states that the information contained in this Affidavit is tree, correct
and current as of the date this Affidavit is given.
FURTHER AFFIANT SAYETH NAUGHT.
DATED this ~ '~ day of March, 2001.
1698
SUBSCm B D AND SWORN to before m~Ih~s -,2/,a~ay of March, 2001, by John A.
Nold, who is / personally known OR .produced identification.
Type of Identification Produced
// /
My Commission Expires:
Notary Printed Name
Prepared by:
John A. Nold, P.A.
995 North Collier Boulevard
Marco Island, FL 34145
Notary Publlo, 8late of Florida
~.~ My comm. explrea ,Jun. ~0, ~00~
· _ , ...... Oomm. No. 0073019~
~~t County Attorney
1608
EXHIBIT "A"
Eagle Creek Summary of Tracts and Phases
Phase I - Approximately 2,903 linear feet of 4", 6" and 8" force mains within platted
road right-of-way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase II - Approximately 440 linear feet of 8" gravity sewer main, 1,080 linear feet 4"
force main and lift station "C" wiflfin platted road right-of-way and designated
easements, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase III - Approximately 450 linear feet of 4" force main within platted road fight-of-
way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place. '.
Tract A 8 multi-family buildings with a total of 15 units. Approximately 160 linear
feet of 6" force main and 753 linear feet of 8" gravity sewer main within designated
easement as shown on OR Book 1316, Pages 441-5, and on Exhibit "E"
100% County Ownership of force main and gravity sewer mains upon conveyance.
Tract B-2 - 5 multi-family buildings with a total of 39 units. Approximately 320 linear
feet of 8" gravity sewer main within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-3 and Tract B-4 - Tract B-3 consists of 3 multi-family buildings with a total of
29 units. Tract B-4 consists of 2 ,multi-family buildings with a total of 24 units.
Approximately 190 linear feet of 4" force main, 895 linear feet of 8" gravity sewer main,
and lift stations "B" within designated easements as shown on OR Book 1239, Pages
1805-7 and on Exhibit "F".
100% County ownership of Force Main and Lift Station "B", Lease in place, and
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-5 (now Stonegate, Phases I & II) - Phase I consists of 2 multi-family
buildings with a total of 32 units. Phase II consists of 2 multi-family buildings with a
total of 18 units, and a pool. Approximately 733 linear feet of 8" gravity sewer main
within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract C - 16 multi-family buildings with a total of 77 units. Approximately 2,095 linear
feet of 8" gravity sewer mains within road fight-of-way and designated easements, as
shown on OR Book 1175, Pages 652-5.
100% County Ownership of gravity sewer mains upon conveyance.
Exhibit "A"
Eagle Creek Summary of Tracts and Phases
Page 2
16C8
Tract D - 70 single family lots. Platted. Approximately 45 linear feet of 4" force main,
2,838 linear feet of 8" gravity sewer mains, and lift station "D" within platted road right-
of-way and designated easements, as shown on Plat 'Book 16, Pages 32-4 and on OR
Book 1454, Pages 1931-2.
100% County Ownership of gravity sewer mains, force main and lift station "D"
upon conveyance.
Tract E - 38 single family lots. Not platted. Approximately 128 linear feet of 4" force
main, 1,772 linear feet of 8" gravity sewer mains, and lift station "E" within road right-
of-way and designated easements, as shown on OR Book 1175, Pages 629-32.
100% County Ownership of gravity sewer mains, force main and lift station "E"
upon conveyance.
Tract F - 26 single family lots. Platted. Approximately 65 linear feet of 4" force' main,
1,138 linear feet of 8" gravity sewer mains, and lift station "F within platted road right-
of-way and designated easements, as shown on Plat Book 14, Page 60.
100% County Ownership of gravity sewer mains, force main and lift station "F"
upon conveyance.
Tract G - 21 single family lots. Platted. Approximately 849 linear feet of 8" gravity
sewer mains within platted road fight-of-way and designated easements, as shown on Plat
Book 15, Page 49 and OR Book 1417, Pages 1919-22.
100% County Ownership of gravity sewer mains upon conveyance.
Tract M Waterford Bridge Approximately 385 linear feet of 4" force main to serve
Tracts M-1 and M-2 Crystal Lake Terrace and 376 linear feet of 6" force main to serve
the commercial site (Shops of Eagle Creek) within designated easements, as shown on
OR Book 1440, Pages 819-21 and OR Book 1440, Pages 1608-9.
100% County ownership of force mains upon conveyance.
Tract M-1 Crystal Lake Terraces - 4 multi:family buildings with a total of 48 units
and a pool. Approximate!y 881 linear feet of 8" gravity sewer mains, 225 linear feet of
4" force main, 370 linear feet of 6" force main, and lif~ station "M", as shown on Plat
Book 28, Pages 72-4 and on OR Book 1440, Pages 815-8.
100% County Ownership of gravity sewer mains, force main and lift station "M"
upon conveyance.
Exhibit "A"
Eagle Creek Summary of Tracts and Phases
Page 3
16C8
Tract M-2 Crystal Lake Terraces - 3 multi-family buildings with a total of 44 units.
As-built drawings state private ownership of on-site sewer facilities. Approximately 386
linear feet of 8" gravity sewer mains within designated easements as shown on Exhibit
100% County Ownership of gravity sewer mains upon conveyance.
Shops of Eagle Creek (Commercial Site)
As-built drawings state private ownership of on-site sewer facilities.
Ali on-site gravity sewer mains, force mains, and lift station facilities within
commercial tract to remain private, and not to be conveyed to the County in this
instrument but may be separately conveyed, unless specifically conveyed by Eagle
Creek Commercial Company, Inc., a Florida corporation.
Tract L - Clubhouse
All on-site gravity sewer mains within Clubhouse tract to remain private, and not to
be conveyed to the County.
Force Main to Interim Sewer Treatment Plant - No As-built drawings on file.
Approximately 2,200 linear feet of 8" and 10" force mains within designated easement,
as shown on Plat Book 14, Pages 1-5.
100% County ownership of force mains upon conveyance.
EXHIBIT "B"
16 8
FORMAL ACCEPTANCE OF TItF, FOLLOWING UTILITY EASEMENTS AND
EXlqlRITS THAT WERE PREVIOUSLY GRANTED TO THE COLLIER
COUNTY WATER-SEWER DISTRICT AND RECORDED IN ~ PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA, AND TO BE RETROACTIVE
TO THE DATE OF EACH RESPECTIVE EASEMENT DOCUMENT
ORBOOK 1440, PAGES 819-21: A/VIENDED EASEMENT (TRACT M -
WATERFORD BRIDGE)
OR BOOK 1440, PAGES 1608-9: DEDICATION OF NON-EXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M -
WATERFORD BRIDGE)
OR BOOK 1454, PAGES 1931-2: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT D - FM
BETV/EEN PLAT AND EXISTING EASEMENT OF 8" ~ TO PLANT )
OR BOOK 1 440, PAGES 815-6: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M - 1)
OR BOOK 1440, PAGES 81.7-8: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES {TRACT M - 1)
16 8
EXHIBIT "C"
FORMAL ACCEPTANCE OF THE FOLLOWING UTILITY EASEMENTS AND
EXHIBITS THAT WERE PREVIOUSLY GRANTED FOR WATER
ACCEPTANCE TO THE COLLIER COUNTY WATER-SEWER DISTRICT AND
RECORDED IN THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA
OR BOOK 1175, PAGES 629-32: (TRACT E)
OR BOOK 1175, PAGES 652-5 '(TRACT C)
OR BOOK 1239, PAGES 1805-7 (TRACTS B-3 & B-4)'
OR BOOK 1316, PAGES 441-5 (TRACT A)
:
OR BOOK 1417, PAGES 1919-22: (TRACT G)
EXHIBIT "D"
16 8
ALL SEWER UTILITY FACILITIES WITHIN PLATTED RIGHTS OF WAY
AND/OR DEDICATED UTILITY EASEMENTS CCE) AND/OR COLLIER
COUNTY UTILITY EASEMENTS (CUE) AS SHOWN ON THE FOLLOWING
PLATS AS RECORDED WITHIN THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA:
PLAT BOOK 14, PAGES 1-5 (PHASES I, II, & III)
PLAT BOOK 14, PAGE 60 (TRACT F)
PLAT BOOK 15, PAGE 49 (TRACT G)
PLAT BOOK 16, PAGES 32-4
PLAT BOOK 28, PAGES 72-4
(TRACT D)
(TRACT M-1 REPLAT, TRACT M-2,
CRYSTAL LAKE TERRACE)
16[:8
WILBON * MILLIER * BARTON · BOLL & PBBK, INC.
EN~-INEERS PLANNERS SLJRVEYOF=~
Description of Ingress, Egress, Drainage and a Utility Easement
over and across part of Tract "A" "EAGLE CREEK COUNTRY CLUB"
(P.B. 14, pages 1 through 5) Collier County, Florida
An easement for ingress, egress, drainage and utility purposes
over and across all that part of Tract "A" of "EAGLE CREEK COUNTRY
CLUB" according to the plat thereof as recorded in Plat Book 14,
pages 1 through 5, Collier County Public Records, Collier County,
Florida being described as follows:
Commencing at Reference Point No. 1 as shown on the boundary of
said Tract "A";
thence along the southwesterly boundary of said Tract "A",
southeasterly 72.26 feet along the arc of a circular curve concave
to the southwest, having a radius of 345.00 feet, through a
central angle of 12"-00'-00", subtended by a chord which bears
South 35"-00'-00" East 72.12 feet;
thence continuing along the southwesterly boundary of said Tract
"A", South 29"-00'-00" East 41.59 feet to the POINT OF BEGINNING
of the easement for ingress, egress, drainage and utility purposes
herein described;
thence leaving the boundary of said Tract "A", North
61"-00'-00" East 16.19 feet;
thence easterly, southeasterly and southerly, 84.90 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
88"-26'-23", subtended by .a chord which bears South
74"-46'-48" East 76.72 feet;
thence South 30"-33'-37" East 13.57 feet;
thence southeasterly, 84.41 feet along the arc of a circular
curve concave to the northeast, having a radius of 156.31
feet, through a central angle of 30"-56'-23", subtended by a
chord which bears South 46"-01'-48" East 83.39 feet;
thence South 61"-30'-00" East 305.80 feet;
thence easterly, 118.66 feet along the arc of a circular
curve concave to the north, having a radius of 187.93 feet,
through a central angle of 36"-10'-38", subtended'by a chord
which bears~outh 79"-35'-19" East 116.70 feet;
thence North 82"-19'-22" East 10.35 feet;
thence easterly, southeasterly, and southerly, 95.20 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
99"-10'-38", subtended by a chord which bears South
48"-05'-19" East 83.75 feet;
thence South 01"-30'-00" West 14.00 feet to a point on the
southwesterly boundary of said Tract "A";
thence along the southwesterly boundary of said Tract"A" in
the following described five (5) courses:
1) North 88"-30'-00" West 82.14 feet;'
2) westerly and northwesterly 139.02 feet along the arc of a
circular curve concave to the northeast having a radius
of 295.00 feet through a central angle of 27"-00'-00" and
being subtended by a chord which bears North 75"-00'-00"
West 137.73 feet;
3) North 61"-30'-00" West 305.80 feet;
4) northwesterly 167.33 feet along the arc of a circular
curve concave to the northeast having a radius of 295.00
feet through a central angle of 32?-30'-00" and being
subtended by a chord which bears North 45"-15'-00" West
165.10 feet; and
5) North 29"-00'-00" Wes~ 20.00 feet to the POINT OF
BEGINNING;
(continued on page 2)
WII.,~ON · MIJ.I,,,~I · IIAINTON e I101,,I. & I~EliI~ IN(].
16 8
Description of Ingress, Egress, Drainage and a Utility Easement
over and across part of Tract "A" ~EAGLE CREEK COUNTRY CLUB"
(P.B. 14, pages I through 5) Collier County, Florida
(continued from page 1)
being an easement for ingress, egress, drainage and utility
easement purposes over and across part of Tract "A" of "EAGLE
CREEK COUNTRY CLUB" (P.B. 14, pages I through 5) Collier County
Florida7 ,
subject to easements and restrictions of record7
the bearings used herein are based on said Plat Book 14, 9ages 1
through 5 inclusive and are true.
Carl.'~.~S911, P.L.S. %1962 ' -
Not valid unless embossed with the Professional,s seal.
W.O. 23636
Ref: 4J-125 (CHS:kJd tract-a-2)
1698
J
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WilspnMiller
New OIrectlons In Plarmlng, Design & Engineering
1608
(4J-308 Easement #1 )
Description of easement for sanitary sewer;
part of Tract "B' of "EAGLE CREEK COUNTRY CLUB":
(Plat Book 4, pages 1-5) Collier County, Florida
A 20.00 foot wide easement for sanitary sewer purposes over and across all thai part of
Tract "B' of 'EAGLE CREEK COUNTRY CLUB", according to the Tract Maps thereof as
recorded in Plat Book 14, pages 1 through 5, inclusive, Collier County Public Records;
Collier County, Florida, lying 10.00 feet on each side of the hereinafter described
centerline of easement;
Commencing at Reference Point No. 3 as shown on the boundary of said Tract "B";
thence along the southerly boundary of said Tract "B", South 66°00'00' West 365.30
feet;
thence along the westerly boundary of said Ti'act "B", North 16°24'00' West 304.76
feet;
thence along the westerly boundary of said Tract "B", northwesterly 123.82 feet along
the arc of a circular curve concave to the southwest, having a radius of 240.00 feet
through a central angle of 29033'34'', subtended by a chord which bears North
31010'47'' West 122.45 feet to the Point of Beginning of said centerline of easement
herein described;
thence along said centerline of easement North 09°53'33" East 298.94 feet to the
Point of Ending of said centerline of easement, being a 20.0Ofoot wide easement
for sanitary sewer purposes over and across part of Tract "B" of said Eagle Creek
Country Club (Plat Book 14, pages 1 through 5), Collier County Public Records,
Collier County, Florida;
Side lines of said easem(Cnt are to be extended or lengthened to lie on the southerly
boundary of said Tract
Subject to easements and restrictions of record. ,..
Beadngs are based on the southerly line of Tract "B" being South 66000'00'' West.
Certificate of authorization #LB-43.
WilsOnMiller, Inc.
Registered Engineers and Land Surveyors
E. Boutwell, P.S.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
Date .,September 30, 1999
Naples Fort Myers Sarasota Bradanton Tampa
3200 Barley La,e, Suile 200 Naples. FloriOa 34105-8507 941-649-4040"~ 941-643-5716 I':'~lll
www. w#sonmi//er, corn
Wils nMiller
New Directions In Planning, Design & £ngi~ee~ng
E.~(HIBIT I
ti FH
16 8
(43-308 5asement #2)
Description of easement for Sanitary Sewer arid Pump Station
part of lract "B" of "FAGkF CR55K coUNIRY CLUB",
(Plat Book 14, pages 1-5) Co~lier County, F~orida
An easement for sanitary sewer and pump station purposes over and across a~ that part of
Tract "B" of "SAGI5 CR55K COUNIRY CLUB" according to the lract Maps thereof as
recorded in P~at Book 14, pages 1 through 5, inclusive, Co~ier County Public Records,
County, Florida being described as follows:
Commencing at Reference Point No. 2 as shown on the boundary of said Undivided Tract "B";
thence along the northeasterly line of said undivided Tract "B" in the following six described
courses:
1) southeasterly 193.08 feet along the arc of a circular curve concave to the southwest,
having a radius of 375.00 feet through a central angle of 29"30'00" subtended by a chord
which bears South 68o45'00' East 190.95 fe~t;
2) South 54°00'00'' East 150.00 feet;
3) southeasterly 128.72 feet along the arc of a circular curve,¢0.ncave to the southwest,
having a radius of 295.00 feet through a central angle of 25°00'00'' subtended by a chord
which bears South 41°30'00" East 127.70 feet;
4) South 29000'00'' East 61.-59 feet; '-.
5) southeasterly 195.70 feet along the arc of a circular curve co'ncave to the northeast, having
a radius of 345.00 feet, through a central angle of 32030'00", subtended by a chord which
bears South 45o15'00" East 193.08 feet;
6) South 61°30'00" East 183.00 feet to the Point of Beginning of the easement for sanitary
sewer and pump station purposes herein described;
thence continue along the northeasterly, line of said Tract "B", South 61o30'00" East 122.80
feet;
thence continue along the northeaster'l'y line of said Tract "B", southeasterly 92.93 feet
along the arc of a circular curve concave to the northeast, having a radius of 345.00 feet,
through a central angle of 15°26'00", subtended by a chord which bears South 69o13'00-
East 92,65 feet;
thence leaving the boundary of said Tract "B", South 13°04'00'' West 57.61 feet;
thence South 80017'54" East 164.07 feet;
thence North 62o57'14- East 100.81 feet to the northeasterly boundary of said Tract "B";
thence along said line, southeasterly 16.85 feet along the arc of a circular curve concave to
the southwest having a radius of 148.49 feet through a central angle of 06o30'00" and
being subtended by a chord which bears South 51045'00'' East 16.84 feet;
thence continue along said line, South 48'°30'00" East 95.07 feet;
thence leaving said line, South 41o30'00" West 15.00 feet;
thence North 48o30'00- West 101.28 feet;
thence South 62058'29" West 89.80 feet;
thence South 02044'58" West 105.92 feet;
thence South 65o31'33" East 124.29 feet;
Naples Fort Myers Sarasota Bradaaton Tampa
3200 Bailey Lane, Suite 200 Naples. Florida 34705-8507 941-649-4040 ~ 941-$43-5716
WilsOnMiller
.,,,. 16C8
(43-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Florida (continued)
thence South 31°38'10" East 88.22 feet;
thence South 55°24'00" East 216.42 feetl
thence South 34°36'00" West 15.00 feet;
thence North 55°24'00" West 219.58 feet;
thence North 31°38'10" West 86.80 feet;
thence North 65°31'33" West 129.89 feet;
thence North 02044'58" East 113.80 feet;
thence North 80017'54" West 198.60 feet;
thence North 52°42'00" West 166.39 feet;
thence North 60023'47'' West 225.30 feet;
thence North 49020'02'' West 240.34 feet;
thence North 56°28'58'' West 204.38 feet;
thence North 33°31'02'' East 20.00 feet;
thence South 56028'58`' East 205.62 feet;
thence South 49020'02`' East 239.66 feet;
thence South 60023'47'' East 189.29 feet;
thence North 28°30'00'' East 23.67 feet to the Point of Beginning, being an easement for
sanitary sewer and pump station purposes over and across part of undivided Tract "B" of
Eagle Creek Country Club, Plat Book 14, pages 1 through 5, inclusive, .Collier County
Public Records, Collier County, Florida~
Subject to easements and restrictions of record
Bearings are based on the southerly line ~f Tract "B" (said line being the common line with
Tract "C") being South 66000'00'' West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
B~ Date
E. Boutwell, P.S.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
Wils nMiller
New Directions In Planning. Design & Engineering
(4J-306 Easement #4) 1608
Legal description
Centerline of a 15' County Utility Easement, The Shops at Eagle Creek
Phase One and Two, being a part of the northwest ¼ of Section 3,
Township 51 South, Range 26 East, and Tracts M-1 and M-2,
of Crystal Lake Terraces at Eagle Creek, Plat Book 16,
pages 30 and 31, Collier County, Florida
A fifteen foot easement lying 7.5 'feet on each side of the hereinafter described
centerline of easement, being a part of The Shops of Eagle Creek Phase One and Two,
and being a part of the northwest ¼ of Section 3, Township 51 South, Range 26 East,
and Tracts M-1 and M-2, of Crystal Lake Terraces at Eagle Creek, Plat Book 16, pages
30 and 31, Collier County, Florida, being more particularly described as follows:
Commencing at the northeasterlymost corner of said Tract M-l;
thence along the boundary of sald Tract M-1 ,'North 87030'54'' West 248.62 feet;
thence continue along said boundary, North 02029'06" East 127.38 feet;
thence leaving said boundary, SoUth 87"30'54" East 45.48 feet to the Point of
Beginning of said centerline of easement;
thence North 02°51'51" East 163.71 feet;
North 34008'45" East 12.00 feet to a point hereinafter referred to as Point
thence
"C";
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
South 34008'45"
North 54°20'32''
North 00°54'38"
South 83o34'51"
North 54o20'32''
South 35o39'28"
North 35°39'28"
North 54020'32''
North 35°39'28"
North 54020'32"
West 12.00 feet;
West 400.08 feet;
East 6.08 feet to a point hereinafter referred to as Point "A";
West 182.58 feet;
West 68.41 .feet;
West 40.8~ feet;
East 40.85 feet;
West 395.94 feet;
East 76.00 feet;
West 197.66 feet;
North 61°48'12" West 193.32 feet;
North 01°01'55" East 307.69 feet;
thence South 88058'05'' East 153.00 feet to a Place of En'ding;
thence return to the aforementioned Point "A";
thence continue along said centerline North 00054'38'' East 301.08 feet;
thence North 35039'28" East 254.92 feet;
thence North 54°20'32'' West 381.37 feet;,
thence North 52°11'35" West 410,00 feet to a Place of Ending~
(4J-306 Easement #4)
Legal description
Naples Fort Myers Sarasota Bradenton Tampa
3200 Bailey £an~, Suite 200 N,lple, s, Flonfla 34705-8507 941-649-4040 ~ 941-643-5716 "'
www. wllsonm/llar, corn
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Wils nMiller
New Directions In P/ann/no, Design & EnoIneerlno
(4J-307 Easement #3)
Legal Description
Centerline of a 15' County Utility Easement
Pad of Tract M-2R Crystal Lake Terraces
at Eagle Creek Replat, Plat Book 28,
pages 72-74, Collier County, Florida
A fifteen foot easement lying 7.5 feet on each side of the hereinafter described centedine of easement,
being a part of Tract M-2R of Crystal Lake Terraces at Eagle Creek Replat according to the plat thereof
as recorded in Plat Book 28, pages 72-74, Collier County, Florida being more particularly described as
follows:
Commencing at the southedymost corner of said Tract M-2R;
thence along the east line of said tract in the following seven courses:
1) North 35°39'28" East 50.11 feet;
2) northerly 21.31 feet along the arc of a circular curve concave to the northwest having a radius of
53.00 feet, through a central angle of 23002'00" and being subtended by a chord which bears North
24008'27" East 21.16 feet;
3) Nodh 12°37'28" East 27.55 feet;
4) northerly 39.00 feet along the arc of a circular curve concave to the southeast having a radius of
97.00 feet, through a central angle of 23002'00" and being subtended by a chord which bears North
24008'27" East 38.73 feet;
5) North 35°39'28" East 48.33 feet;
6) northerly 16.75 feet along the arc of a circular curve concave to the west, having a radius of 17.00
feet through a central angle of 56027'09" and being subtended by a ci:~ord which bears Nodh
07025'53" East 16.08 feet to a point of reverse curvature;
7) northerly 45.51 feet along the arc of a circular curve concave to the east having a radius of 59.00
feet through a central angle of 44°11'42" and being subtended by a chord which bears North
01°18'10" East 44.39 feet to the Point of Beginning of the centerline herein described;
thence leaving said line, North 30°45'31" West 33.56 feet;
thence North 40033'44" West 135.97 feet;,
thence North 54°13'10" West 257.82 feet to the Place of Ending.
Side lines of said easement are to be extended or lengthened to lie on the easterly line of said M-2R;
Subject to easements and restrictions of record.
Bearings are based on the southwesterly line of Tract M-2R being North :~4°20'32" West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
By:~~.~_~ Date
.~. Boutwell, P.S.M. #3934
Ref. 4J-307
Not valid unless embossed with the Professional's seal.
'Naples Fort Myers Saraseta Bradanto# Tampa
3200 Bailey Lane, Suite 200 Naples, Florida 34105-8507 941-649-4040 '~ 941-643-5716
wu/vv, w//$onrrti/ler, corn
/
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EXHIBIT "H"
16 8
'AGREEMENT AND SEWER FACILITIES LEASES TO BE TERMINATED
OR BOOK 1317, PAGES 23-8: (AGREEMENT)
OR BOOK 1164, PAGES 1454-8:
OR BOOK 1175, PAGES 633-9:
OR BOOK 1239, PAGES 2060-2:
;
OR BOOK 1239, PAGES 2063-8:
(PHASES I & II)
(TRACT E)
(PHASE m)
(TRACTS B-3 & B-4)
16C8
.OWNER'S AFFIDAVIT
STATE OF FLORIDA
COUNTY OF COLLIER
BEFORE ME, the undersigned authority, personally appeared David J. Amico, as President
of Eagle Creek Properties, Inc., a Florida Corporation, Eagle Creek Utility Company II, Inc., a
Florida Corporation, and Eagle Creek Community Association, Inc., a Florida Corporation, who to
me is well known, and having been duly sworn and under oath, deposes and states:
1. My name is David J. Amico, I am over the age of twenty-one (21) years, am suijuris,
and have personal knowledge of the facts asserted herein.
2. I am President of the owner of said real property located in Eagle Creek Country
Club, Collier County, Florida, and legally described on Exhibits" """ ,, ,,
A , B , "C", "D", "E", F , and
"G" attached hereto.
3. All persons, firms, and corporations, including the general contractor, all
subcontractors and sub-subcontractors and suppliers who have furnished services, labor or materials
according to plans and specifications, or extra items; used in the construction or repair of sewer
utility facilities on the real estate hereinafter described, have been paid in full and that such work has
been fully completed and unconditionally accepted by the owner.
4. No claims have been made fo the Owner, nor is any suit now pending on behalf of
any contractor, subcontractor, sub-subcontractor, supplieL laborer or materialman, and no chattel
mortgages or conditional bills of sale have been given or are now outstanding as to the subject utility
facilities placed upon or installed in or on the aforesaid premises.
5. The utility facilities described herein are not included in, encumbered by, or subject
to any real property mortgage, chattel mortgage, security agreement, Uniform Commercial .Code
. financing statement, or any other encumbrance that might affect marketable title to the subject utility
facilities and/or easement(s).
6. As and on behalf of the owner of the subject utility facilities, does for valuable
consideration hereby agree and guarantee, to hold 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 harmless against any lien, claim or suit by any general
contractor, subcontractor, sub-subcontractor, supplier~ mechanic or materialman, and against chattel
mortgages, security interests or repair of the subject utility facilities by or on behalf of Owner.
Affiant is used as singular or plural, as the context requires.
16 8
The utility facilities referred to herein are located within the real property described in the
attached Exhibits "A", "B", "C", "D", "E", "F" and "G"..
FURTHER AFFIANT SAYETH NAUGHT.
EAGLE CREEK PROPERTIES, INC.,
Florida Co~oration
~ [resident
y: D~d J. An~0,
EAGLE CREEK 'UTILITY COMPANY II,
INC., a Florida Corporation
EAGLE CREEK COMMUNITY
ASSOCIATION, INC., a Florida Corporation
BY: D~/v~. Akm~ President
SUBSCRIBED AND SWORN to before me this (~ day of ~UV3.~'~--~ - ,2005,
by David J. Amico, President of Eagle Creek Properties/Inc., a Florida corporation, Eagi~ Creek
Utility Company II, Inc., a Florida Corporation, and Eagle Creek Community Association, Inc., a
Florida corporation, who is Personally known OR who produced identification.
Type of Identification Produced
Prepared by:
John A. Nold, P.A.
995 North Collier Boulevard
Marco Island, FL 34145
Notary Public
My Commission Expires:
Notary Printed Name
Approved as to form &. legal sufficiency
Aaaistant Count~ lttorn~},
EXHIBIT "A"
16 8
Eagle Creek Summary of Tracts and Phases
Phase I - Approximately 2,903 linear feet of 4", 6" and 8" force mains within platted
road right-of-way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase II - Approximately 440 linear feet of 8" gravity sewer main, 1,080 linear feet 4"
force main and lift station "C" within platted road right-of-way and designated
easements, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Phase HI - Approximately 450 linear feet of 4" force main within platted road right-of-
way, as shown on Plat Book 14, Pages 1-5.
100% County ownership, Lease in place.
Tract A - 8 multi-family buildings with a total of 15 units. Approximately 160 linear
feet of 6" force main and 753 linear feet of 8" gravity sewer main within designated
easement as shown on OR Book 1316, Pages 441-5, and on Exhibit "E"
100% County Ownership of force main and gravity sewer mains upon conveyance.
Tract B-2 - 5 multi-family buildings with a total of 39 units. Approximately 320 linear
feet of 8" gravity sewer main within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-3 and Tract B-4 - Tract B-3 consists of 3 multi-family buildings with a total of
29 units. Tract B-4 consists of 2 multi-family buildings with a total of 24 units.
Approximately 190 linear feet of 4" force main, 895 linear feet of 8" gravity sewer main,
and lift stations "B" within designated easements as shown on OR Book 1239, Pages
1805-7 and on Exhibit "F".
100% County ownership of Force Main and Lift Station "B", Lease in place, and
100% County Ownership of gravity sewer mains upon conveyance.
Tract B-5 (now Stonegate, Phases I & H) - Phase I consists of 2 multi-family
buildings with a total of 32 units. Phase II consists of 2 multi-family buildings with a
total of 18 units, and a pool. Approximately 733 linear feet of 8" gravity sewer main
within designated easement as shown on Exhibit "F".
100% County Ownership of gravity sewer mains upon conveyance.
Tract C - 16 multi-family buildings with ~t total of 77 units. Approximately 2,095 linear
feet of 8" gravity sewer mains within road right-of-way and designated easements, as
shown on OR Book 1175, Pages 652-5.
100% County Ownership of gravity sewer mains upon conveyance.
Exhibit "A"
Eagle Creek Summary of Tracts and Phases
Page 2
16C8
Tract D - 70 single family lots. Platted. Approximately 45 linear feet of 4" force main,
2,838 linear feet of 8" gravity sewer mains, and lift station "D" within platted road fight-
of-way and designated easements, as shown on Plat BOok 16, Pages 32-4 and on OR
Book 1454, Pages 1931-2.
100% County Ownership of gravity sewer mains, force main and lift station "D"
upon conveyance.
Tract E - 38 single family lots. Not platted. Approximately 128 linear feet of 4" force
main, 1,772 linear feet of 8" gravity sewer mains, and lift station "E" within road right-
of-way and designated easements, as shown on OR Book 1175, Pages 629-32.
100% County Ownership of gravity sewer mains, force main and lift station 'E"
upon conveyance. ,
Tract F - 26 single family lots. Platted. Approximately 65 linear feet of 4" force main,
1,138 linear feet of 8" gravity sewer mains, and lift station "F within platted road right-
of-way and designated easements, as shown on Plat Book 14, Page 60.
100°A County Ownership of gravity sewer mains, force main and lift station "F"
upon conveyance.
Tract G - 21 single family lots. Platted. Approximately 849 linear feet of 8" gravity
sewer mains within platted road fight-of-way and designated easements, as shown on Plat
Book 15, Page 49 and OR Book 1417, Pages 1919-22.
100% County Ownership of gravity sewer mains upon conveyance.
Tract M Waterford Bridge Approximately 385 linear feet of 4" force main to serve
Tracts M-1 and M-2 Crystal Lake Terrace and 376 linear feet of 6" force main to serve
the commercial site (Shops of Eagle Creek) within designated easements, as shown on
OR Book 1440, Pages 819-21 and OR Book 1440, Pages 1608-9.
100% County ownership of force mains upon conveyance.
Tract M-1 Crystal Lake Terraces - 4 multi-family buildings with a total of 48 units
and a pool. Approximately 881 linear feet'of 8" gravity sewer mains, 225 linear feet of
4" force main, 370 linear feet of 6" force main, and lift station "M", as shown on Plat
Book 28, Pages 72-4 and on OR Book 1440, Pages 815-8.
100% County Ownership of gravity sewer mains, force main and lift station "M"
upon conveyance. .
Exhibit "A'
Eagle Creek Summary of Tracts and Phases
Page 3
1608
Tract M-2 Crystal Lake Terraces - 3 multi-family buildings with a total of 44 units.
As-built drawings state private ownership of on-site sewer facilities. Approximately 386
linear feet of 8" gravity sewer mains within designated easements as shown on Exhibit
100% County Ownership of gravity sewer mains upon conveyance.
Shops of Eagle Creek (Commercial Site)
As-built drawings state private ownership of on-site sewer facilities.
All on-site gravity sewer mains, force mains, and lift station facilities within
commercial tract to remain private, and not to be conveyed to the County in this
instrument but may be separately conveyegl, unless specifically conveyed by Eagle
Creek Commercial Company, Inc., a Florida corporation.
Tract L - Clubhouse
All on-site gravity sewer mains within Clubhouse tract to remain private, and not to
be conveyed to the County.
Force Main to Interim Sewer Treatment Plant - No As-built drawings on file.
Approximately 2,200 linear feet of 8" and 10" force mains within designated easement,
as shown on Plat Book 14, Pages 1-5.
100% County ownership of force mains upon conveyance.
E~IT "B"
16C8
FORMAL ACCEPTANCE OF TI:W, FOLLOWING UTILITY EASEMENTS AND
EXI:HRITS THAT WERE PREVIOUSLY GRANTED TO TI:W, COLLIER
COUNT~ WATER-SEWER DISTRICT AND RECORDED IN THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA, AND TO BE RETROACTIVE
TO TI:W, DATE OF EACH RESPECTIVE EASEMENT DOCUMENT
ORBOOK 1440, PAGES 819-21' AMENDED EASE1VIENT (TRACT M -
WATERFORD BRIDGE)
OR BOOK 1440, PAGES 1608-9: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M -
WATERFORD BRIDGE) "
ORBOOK 1454, PAGES 1931-2: DEDICATION OFNONEXCLUSIVB
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT D - FM
BETWEEN PLAT AND EXISTING EASEMENT OF 8" FM TO PLANT )
OR BOOK 1440, PAGES 815-6: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M - 1)
OR BOOK 1440, PAGES 817-8: DEDICATION OF NONEXCLUSIVE
EASEMENT FOR WATER AND SEWER FACILITIES (TRACT M- 1)
FORlVla ACCE?TANCE OF THE FOLLOV~ING UTILITY EA$1~,iYI~S AND
EXHIBITS THAT WERE ?I:~EVlOUSL¥ ~I:LINTED FOR WATI~.R
A¢¢E?T~NCE TO THE COLLIER COUNTY WATER-SEWER ~DISTRICT AND
RECORDED IN THE OFFICIAL RECORDS OF COLLIER COUNTY, FLORIDA
OR BOOK 1175, PAGES 629-32: (TRACT E)
OR BOOK 1175, PAGES 652-5 '(TRACT C)
OR BOOK 1239~ PAGES 1805-7 (TRACTS B-3 & B-4)
ORBOOK 1316, PAGES 441-5 (TRACT A)
OR BOOK 1417, PAGES 1919-22: (TRACT G)
EXHIBIT "D"
16 8
ALL SEWER UTILITY FACILITIES WITHIN PLATTED RIGHTS OF WAY
AND/OR DEDICATED UTILITY EASEMENTS (UE) AND/OR COLLIER
COUNTY UTILITY EASEMENTS (CUE) AS SHOWN ON THE FOLLOWING
PLATS AS RECORDED WITHIN THE PUBLIC RECORDS OF COLLIER
COUNTY, FLORIDA:
PLAT BOOK 14, PAGES 1-5 (PHASES I, II, & III)
PLAT BOOK 14, PAGE 60 (TRACT F)
PLAT BOOK 15, PAGE 49 (TRACT G)
PLAT BOOK 16, PAGES 32-4
PLAT BOOK 28, PAGES 72-4
(TRACT D)
(TRACT M-1 REPLAT, TRACT M-2,
CRYSTAL LAKE TERRACE)
WILBON · MILLER · BARTON · BOLL & I=E~=K, INC.
ENGINEERS I=~..ANNEF~S SU~OF:~
Description of Ingress, Egress, Drainage and a Utillty Easement
over and across 9art of Tract "A" mEAGLE CREEK COUNTR~ CLUB"
(P.B. 14, Dages 1 through 5) Collier County, Florida
An easement for ingress, egress, drainage and utility purposes
over and across all that part of Tract "Ar of "EAGLE CREEK COUNTRY
CLUB" according to the plat thereof as recorded in Plat Book 14,
pages 1 through 5, Collier County Public Records, Collier County,
Florida being described as follows:
Commencing at Reference Point No. 1 as shown on the boundary of
said Tract "A";
thence along the southwesterly boundar~ of said Tract "Ar,
southeasterly 72.26 feet along the arc of a circular curve concave
to the southwest, having a radius of 345.00 feet, through a
central angle of 12"-00'-00", subtended by a chord which bears
South 35e-00'-00" East 72.12 feet;
thence .continuing along the southwesterly boundary of said Tract
"A", South 29"-00'-00" East 41.59 feet to the POINT OF BEGINNING
of the easement for ingress, egress, drainage and utility purposes
herein described;
thence leaving the boundary of said Tract "A", North
61°-00'-00" East 16.19 feet;
thence easterly, southeasterly and southerly, 84.90 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
88°-26'-23", subtended by .a chord which bears South
74"-46'-48" East 76.72 feet;
thence South 30"-33'-37" East 13.57 feet;
thence southeasterly, 84.41 feet along the arc of a circular
curve concave to the northeast, having a radius of 156.31
feet, through a central angle of 30e-56,-23°, subtended by a
chord which bears South 46"-01'-48" East 83.39 feet;
thence South 61"-30'-00" East 305.80 feet;
thence easterly, 118.66 feet along the arc of a circular
curve concave to the north, having a radius of 187.93 feet,
through a central .angle of 36"-10'-38", subtended by a chord
which bears. South 79°-35'-19" East 116.70 feet;
thence North 82°-19'-22" East 10.35 feet;
thence easterly, southeasterly, and southerly, 95.20 feet
along the arc of a circular curve concave to the southwest,
having a radius of 55.00 feet, through a central angle of
99"-10'-38", subtended by a chord which bears South
48"-05'-19" East 83.75 feet;
thence South 01m-30'-00" West 14.00 feet to a point on the
southwesterly boundary of said Tract
thence along the southwesterly boundary of said Tract "Ar in
the following described five (5) courses:
1) North 88°-30'-00" West 82.14 feet;.
2) westerly and northwesterly 139.02 feet along the arc of a
circular curve concave to the northeast having a radius
of 295.00 feet through a central angle of 27e-00'-00" and
being subtended by a chord which bears North 75"-00'-00"
West 137.73 feet;
3) North 61*-30'-00" West 305.80 feet;
4) northwest. Fly 167.33 feet along the arc of a circular
curve concave to the northeast having a radius of 295.00
feet through a central angle of 32°-30,-00" and being
subtended by a chord which bears North 45e-15'-00" West
165.10 feet; and
5) North 29"-00'-00" West 20.00 feet to the POINT OF
BEGINNING;
(continued on page 2)
WII.IEN · Mil.dR * IA~ · II~L,L I ~liK~ IN~', -
16'08
Descrigtton of Ingress, Egress, Drainage end a Utility Easement
over and across 9art of Tract "A" "EAGLE CREEK COUNTRY CLUB"
(P.B. 14, Dages 1 through 5) Collier County, Florida
(continued from 9age 1)
being an easement for ingress, egress, drainage and utility
easement purgoses over and across 9art of Tract "A" of "EAGL~
CREEK COUNTRY CLUB" (P.B. 14, 9ages I through 5) Collier County
Florida; ,
subject to easements and restrictions of record;
the bearings used herein are based on said Plat Book 14, pages 1
through 5 inclusive and are true.
Carl.'~.-,Spll, P.L.S. ~1962
Not valid unless embossed with the Professional's seal.
W.O. 23636
Ref: 4J-125 (CHS:kJd tract-a-2)
6
1:8
WilspnMiller
New Directions In Planning, Design & Engineering
16C8
(4J-308 Easement #1 )
Description of easement for sanitary sewer;
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB":
(Plat Book 4, pages 1-5) Collier County, Florida
A 20.00 foot wide easement for sanitary sewer purposes oVer and across all tha( part of
Tract "B" of 'EAGLE CREEK COUNTRY CLUB", according to the Tract Maps thereof as
recorded in Plat Book 14, pages '1 through 5, inclusive, Collier County Public Records;
Collier County, Florida, lying 10.00 feet on each side of the hereinafter described
centerline of easement;
Commencing at Reference Point No. 3 as shown on the boundary of said Tract "B";
thence along the southerly boundary of said Tract "B", South 66"00'00" West 365.30
feet;
thence along the westerly boundary of said 'tract "B", North 16°24'00" West 304.76
feet;
thence along the westerly boundary of said Tract "B", northwesterly 123.82 feet along
the arc of a circular curve concave to the southwest, having a radius of 240.00 feet
through a central angle of 29°33'34'', subtended by a chord which bears North
31°10'47'' West 122.45 feet to the Point of Beginning of said centerline of easement
herein described;
thence along said centerline of easement North 09°53'33'' East 298.94 feet to the
Point of Ending of said centerline of easement, being a 20.00.foot wide easement
for sanitary sewer purposes over and across part of Tract "B" of said Eagle Creek
Country Club (Plat Book 14, pages 1 through 5), Collier County Public Records,
Collier County, Florida; ..
Side lines of said easement are to be extended or lengthened to lie on the southerly
boundary of said Tract "B'; ·
Subject to easements and restrictions of record. :~.
Bearings are based on the southerly line of Tract "B" being South 66°00'00'' West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
BY~s.M. #3934 ,
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professional's seal.
Date September 30, 1999
Naples Fort Myers Sara$ota Bradenton Tampa
3200/-lail~y Lal~e, Suile 200 Naples, Florida 34105-8507 941-649-4040'~ 941-643-571
www. wll$onmiller, com
WilsOnMiller
New Directions In Plannlno, Design & Enoineefing
EXHIBIT
16C8
(4J-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Florida
An easement for sanitary sewer and pump station purposes over and across all that part of
Tract "B" of "EAGLE CREEK COUNTRY CLUB" according to the Tract Maps thereof as
recorded in Plat Book 14, pages I through 5, inclusive, Collier'County Public Records, Collier
County, Florida being described as follows: '
Commencing at Reference Point No. 2 as shown on the boundary of said Undivided Tract "B";
thence along the northeasterly line of said undivided Tract "B" in the following six described
courses:
1) southeasterly 193.08 feet along the arc of a circular curve concave to the southwest,
having a radius of 375.00 feet through a central angle of 29030'00'' subtended by a chord
which bears South 68045'00'' East 190.95 f~t;
2) South 54000'00" East 150.00 feet;
3) southeasterly 128.72 feet along the arc of a circular curve,co, ncave to the southwest,
having a radius of 295.00 feet through a central angle of 25000'00'' subtended by a chord
which bears South 41°30'00" East 127.70 feet;
4) South 29°00'00'' East 61.'59 feet;
5) southeasterly 195.70 feet along the arc of a circular curve c0-ncave to the northeast, having
a radius of 345.00 feet, through a central angle of 32°30'00'', subtended by a chord which
bears South 45015'00`` East 193.08 feet;
6) South 61030'00'' East 183.00 feet to the Point of Beginning of the easement for sanitary
sewer and pump station purposes herein described;
thence continue along the northeasterly line of said Tract "B", South 61030'00'' East 122.80
feet;
thence continue along the northeasterly 'line of said Tract "B", southeasterly 92.93 feet
along the arc of a circular curve concave to the northeast, having a radius of 345.00 feet,
through a central angle of 15°26'00'', subtended by a chord which bears South 69o13'00"
East 92.65 feet;
thence leaving the boundary of said Tract "B", South 13o04'00- West 57.61 feet;
thence South 80017'54'' East 164.07 feet;
thence North 62°57'14'' East 100.81 feet to the northeasterly boundary of said Tract "B";
thence along said line, so~utheasterly 16.85 feet along the arc of a circular curve concave to
the southwest having a radius of 148.49 feet through a central angle of 06030'00'' and
being subtended by a chord which bears South 51°45'00'' East 16.84 feet;
thence continue along said line, South 48°30'00" East 95.07 feet;
thence leaving said line, South 41030'00'' West 15.00 feet;
thence North 48o30'00'' West 101.28 feet;
thence South 62058'29'' West 89.80 feet;
thence South 02044'58'' West 105.92 feet;
thence South 65031'33'' East 124.29 feet;
o i:t.
Naples Fort Myers Sorosota Bradenton Tampa
3200 Bailey Lane, Suile 200 Naples. Florida 34105-8507 941-649-4040 '~ 941-643-5716
www. wilsonmiller, corn
Wils )nMiller
· ...?. ,, 16C8
(40-308 Easement #2)
Description of easement for Sanitary Sewer and Pump Station "B"; '
part of Tract "B" of "EAGLE CREEK COUNTRY CLUB",
(Plat Book 14, pages 1-5) Collier County, Florida (continued)
thence South 31°38'10" East 88.22 feet;
thence South 55°24'00" East 216.42 feet;
thence South 34036'00'' West 15.00 feet;
thence North 55024'00'' West 219.58 feet;
thence North 31°38'10'' West 86.80 feet;
thence North 65031'33'' West 129.89 feet;
thence North 02044'58'' East 113.80 feet;
thence North 80017'54" West 198.60 feet;
thence North 52042'00'' West 166.39 feet;
thence North 60023'47'' West 225.30 feet;
thence North 49020'02'' West 240.34 feet;
thence North 56028'58'' West 204.38 feet;
thence North 33031'02'' East 20.00 feet;
thence South 56028'58'' East 205.62 feet;
thence South 49°20'02" East 239.66 feet;
thence South 60023'47'' East 189.29 feet;
thence North 28030'00'' East 23.67 feet to the Point of Beginning, being an easement for
sanitary sewer and pump station purposes over and across part of undivided Tract "B" of
Eagle Creek Country Club, Plat Book 14, pages 1 through 5, inclusive, .Collier County
Public Records, Collier County, Florida~
Subject to easements and restrictions of record
Bearings are based on the southerly line (~f Tract "B" (said line being the common line with
Tract "C") being South 66000'00'' West.
Certificate of authorization #LB-43.
Wilson.Miller, Inc.
Registered Engineers and Land Surveyors
B~ Date
.S.M. #3934
Ref. 5J-45 - 4J-308
Not valid unless embossed with the Professi(}nal's seal.
Wils nMiller
New Directions In Planning, Oaslgn & Engineering
XHIB T
(4J-306 Easement #4)
Legal description 16C8
Centerline of a 15' County Utility Easement, The Shops at Eagle Creek
Phase One and Two, being a part of the northwest ¼ of Section 3,
Township 51 South, Range 26 East, and Tracts M-1 and M-2,
of Crystal Lake Terraces at Eagle Creek, Plat Book 16,
pages 30 and 31, Collier County, Florida
A fifteen foot.easement lying 7.5 feet on each side of the hereinafter described
centerline of easement, being a part of The Shops of Eagle Creek Phase One and Two,
and being a part of the northwest ¼ of Section 3, Township 51 South, Range 26 East,
and Tracts M-1 and M-2, of Crystal Lake Terraces at Eagle Creek, Plat Book 16, pages
30 and 31, Collier County, Florida, being more particularly described as follows:
Commencing at the northeasterlymost corner of said Tract M-l;
thence along the boundary of said Tract M-1 ,' North 87"30'54" West 248.62 feet;
thence continue along said boundary, North 02"29'06'' East 127.38 feet;
thence leaving said boundary, South 87°30'54" East 45.48 feet to the Point of
Beginning of said centerline of easement;
Nodh 02°51'51'' East 163.71 feet;
North 34°08'45'' East 12.00 feet to a point hereinafter referred to as Point
thence
thence
"C";
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
thence
South 34°08'45'' West 12.00 feet;
North 54°20'32'' West 400.08 feet;
North 00°54'38'' East 6.08 feet to a point hereinafter referred to as Point "A";
South 83°34'51" West 182.58 feet;
North 54°20'32" West 68.4~l.feet;
South 35°39'28'' West 40.85 feet;
North 35°39'28'' East 40.85 feet;
North 54°20'32" West 395.94 feet; ":
North 35°39'28'' East 76.00 feet;
North 54°20'32'' West 197.66 feet;
Nodh 61°48'12' West 193.32 feet;
Nqrth 01001'55'' East 307.69 feet;
thence South 88°58'05'' East 153.00 feet to a Place of Ending;
thence return to the aforementioned Point "A";
thence continue along said centerline North 00°54'38'' East 301.08 feet;
thence North 35°39'28'' East 254.92 feet;
thence North 54°20'32'' West 381.37 feet:
thence North 52°11'35" West 410.00 feet to a Place of Ending,,
(4J-306 Easement #4)
Legal description
Naples Fort Myers Sarasota Bradenton Tampa
3200 Bailey Lane. Suite 200 N,~les, Florida 34105-8507 941-649-4040 www. wll$onmlller.
I
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/
6~8
WilspnMiller
New Directions In Planning, Design & Engineering
16C8
(4J-307 Easement #3)
Legal Description
Centerline of a 15' County Utility Easement
Part of Tract M-2R Crystal Lake Terraces
at Eagle Creek Replat, Plat Book 28,
pages 72-74, Collier County, Florida
EXHIBIT
A fifteen foot easement lying 7.5 feet on each side of the hereinafter described centerline of easement,
being a part of Tract M-2R of Crystal Lake Terraces at Eagle Creek Replat according to the plat thereof
as recorded in Plat Book 28, pages 72-74, Collier County, Florida being more particularly described as
follows:
Commencing at the southerlymost corner of said Tract M-2R;
thence along the east line of said tract in the following seven courses:
1) North 35°39'28" East 50.11 feet;
2) northerly 21.31 feet along the arc of a circular curve concave to the northwest having a radius of
53.00 feet, through a central angle of 23002'00" an..d being subtended by a chord which bears North
24008'27" East 21.16 feet;
3) North 12037'28- East 27.55 feet;
4) northerly 39.00 feet along the arc of a circular curve concave to the southeast having a radius of
97.00 feet, through a central angle of 23002'00" and being subtended by a chord which bears North
24008'27" East 38.73 feet;
5) North 35039'28- East 48.33 feet;
6) northerly 16.75 feet along the arc of a circular curve concave to the w. est, having a radius of 17.00
feet through a central angle of 56°27'09" and being subtended by a chord which bears North
07°25'53- East 16.08 feet to a point of reverse curvature;
7) northerly 45.51 feet along the arc of a circular curve concave to the east having a radius of 59.00
feet through a central angle of 44°11'42" and being subtended by a chord which bears North
01°18'10" East 44.39 feet to.the Point of Beginning of the centerline herein described;
thence leaving said line, North 30°45'31" West 33.56 feet;
thence North 40°33'44" West 135.97 feet;.,
thence North 54°13'10" West 257.82 feet to the Place of Ending.
Side lines of said easement are to be extended or lengthened to lie on the easterly line of said M-2R;
Subject to easements and restrictions of record.
Bem:ings are based on the southwesterly line of Tract M-2R being North "~4°20'32" West.
Certificate of authorization #LB-43.
WilsonMiller, Inc.
Registered Engineers and Land Surveyors
By:~~.~.~ Date
. Boutwell, P.S.M. #3934
Ref. 4J-307
Not valid unless embossedwith the Professional's seal.
Naplea Fort Myara Saraaota Bradanton Tampa
3200 Bailey Lane, Suite200 Naples, Florida 34105-8507 941-649-4040 ~ 941-643-5716
www. wilsonmlllec'com
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'XHi' IT
Jt G
"16
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'AGREEMENT AND SEWER FACILITIES LEASES TO BE TERMINATED
OP. BOOK 1317, PAGES 23-8: (AGREEMENT)
OR BOOK 1164, PAGES 1454-8:
OR BOOK 1'175,' PAGES 633-9:
OR BOOK 1239, PAGES 2060-2:
OR BOOK 1239, PAGES 2063-8:
(PHASES I & II)
(TP. ACT E)
(PHASE Ut)
(TRACTS B-3 & B-4)