Agenda 03/28/2017 Item #17C03/28/2017
EXECUTIVE SUMMARY
This item requires that ex parte disclosure be provided by Commission members. Should a hearing
be held on this item, all participants are required to be sworn in. Recommendation to approve
Petition VAC-PL20160001099, to disclaim, renounce and vacate the County and the public interest
in the Lake Maintenance and Drainage Easement described in Official Record Book 3989, Page
4175 and a portion of the Drainage Easement as described in Official Record Book 4373, Page 3774
of the public records of Collier County, Florida. The subject property is located north of the
intersection of Oil Well Road and Hawthorn Road, in Section 13, Township 48 South, Range 27
East, Collier County, Florida. [This is a companion to Agenda Item 16.A.1 (Final Plat of Ranch at
Orange Blossom Phase 2A) and both items must be approved or both items denied].
OBJECTIVE: To adopt a Resolution to vacate the County and the public interest in the Lake
Maintenance and Drainage Easement described in Official Record Book 3989, Page 4175 and a portion of
the Drainage Easement as described in Official Record Book 4373, page 3774 of the public records of
Collier County, Florida The subject property is located north of the intersection of Oil Well Road and
Hawthorn Road, in Section 13, Township 48 South, Range 27 East, Collier County, Florida, being more
specifically shown in Exhibit A.
CONSIDERATIONS: Petition VAC-PL20160001099 has been received by the Development Review
Division, Growth Management Department from Brian J. Thana siu of Cheffy Passidomo, P.A., as agent
for the property owner, RP Orange Blossom Owner, LLC, to vacate the Lake Maintenance and Drainage
Easement described in Official Record Book 3989, Page 4175 and a portion of the Drainage Easement as
described in Official Record Book 4373, Page 3774 of the public records of Collier County, Florida,
located in Section 13, Township 48 South, Range 27 East, Collier County, Florida.
The Lake Maintenance and Drainage Easement was granted in 2006 from Pulte Home Corporatio n to
Orange Blossom Ranch North Master Association (with maintenance) and Collier County (without
maintenance). The purpose of the easement was to provide access to and maintenance of the adjacent
lake. The Drainage Easement was granted in 2008 from The Bryan W. Paul Family Limited Partnership
to Collier County. The purpose of the easement was to allow the County to install a drainage pipe or
drainage ditch within the County Maintenance portion of the water management system as shown on
Exhibit A of the Developer Agreement for Orange Blossom Ranch, dated November 16, 2004, recorded
in Official Record Book 4322, Page 2787. Petitioner seeks to vacate only that portion of the Drainage
Easement located within petitioner's property.
According to the Special Warranty Deed dated June 25 2014, recorded in Official Record Book 5053,
Page 474, and the Special Warranty Deed dated June 6, 2014, recorded in Official Record Book 5046,
Page 1043, RP Orange Blossom Owner, LLC, is the current owner of the real property unde rlying both
easements. The owner proposes to vacate the existing lake maintenance and drainage easement, and
proposes to provide replacement easements to the County and Orange Blossom North Master Association
(now known as The Ranch at Orange Blossom Master Association, Inc.) that are part of the proposed
Ranch at Orange Blossom, Phase 2A (Petition # PL20150002151). The final plat application request will
be heard at the same hearing as this vacation request.
Paragraph 10 of the Lake Maintenance and Drainage Easement requires the termination of the easement
be recorded in the public records. As such, the parties to that easement (Collier County, Orange Blossom
Ranch North Master Association, Inc., and RP Orange Blossom Owner, LLC, as successor owner to Pulte
Home Corporation) must sign the attached termination agreement.
03/28/2017
There is no public detriment associated with this vacation because adequate replacement easements will
be provided, and there will be no adverse impact on adjacent property owners.
Vacating the easements will permit the owner of the land surrounding the burdened property to develop
and improve the land for residential use. The general public will benefit by the land being utilized to
create additional housing in the community, and by the maintenance of the land to meet the standards
which are expected in such a residential community.
A letter of no objection has been received from the Fairmont Residents’ Association, Inc., The Ranch at
Orange Blossom Master Association, Inc., District School Board of Collier County, The Bryan Paul
Family Limited Partnership and Collier County Public Services Department, Parks & Recreation
Division.
Staff has reviewed this petition and found no reason for objection.
FISCAL IMPACT: Staff has collected a $2,000 “Petition to Vacate” fee from the petitioner which
covers the County’s cost of recording and processing the Petition.
GROWTH MANAGEMENT IMPACT: There is no growth management plan impact associated with
this action.
LEGAL CONSIDERATIONS: Petitioner is requesting the vacation of a Lake Maintenance and
Drainage Easement and a portion of a Drainage Easement as described in the Exhibit A of the attached
Resolution.
Pursuant to Resolution 2013-166 and Florida Statutes Sections 125.01 and 125.37, the Board may adopt
resolutions to extinguish, vacate, abandon, discontinue, and close any easements, or any portion thereof,
granted to the County or public by any instrument recorded in the public records of Collier County and to
renounce and disclaim any right of the County and the public in and to any land in connection therewith;
when such interest is granted to the County or public by any instrument recorded in the public records
other than on a subdivision plat, when the following criteria are met:
1. Public benefit is established or no public detriment is established.
2. The Petitioner owns the fee simple title to the whole or that part of the parcel on which a public or
County dedicated easement is sought to be extinguished.
This item has been approved as to form and legality, and requires a majority vote for Board approval ---
SAS
RECOMMENDATION: To approve the attached Resolution, relating to Petition VAC-
PL20160001099, which will vacate the County and the public interest in the Lake Maintenance and
Drainage Easement described in Official Record Book 3989, Page 4175 and a portion of the Drainage
Easement as described in Official Record Book 4373, Page 3774 of the public records of Collier County,
Florida, located in Section 13, Township 48 South, Range 27 East, Collier County, Florida, being more
specifically shown in Exhibit A; to approve and execute the attached Termination of Easement
Agreement; and direct the Clerk of Courts to record a certified copy of the Resolution and the
Termination of Easement Agreement in the public records of Collier County, Florida.
Prepared By: Marcus L. Berman, P.S.M., County Land Surveyor, Development Review Division
03/28/2017
ATTACHMENT(S)
1. Resolution initialed by SAS - 030117 (PDF)
2. 1. - Application for Vacating - April 2016 - Signed (PDF)
3. LONO - The Ranch at Orange Blossom Master Association, Inc. (PDF)
4. LONO Fairmont Residents Association - Signed (PDF)
5. LONO - District School Board of Collier County, Florida (PDF)
6. LONO - The Bryan W. Paul Family Limited Partnership (PDF)
7. LONO - CC Parks and Recreation (PDF)
8. Easement Termination and Release (PDF)
9. OR4322PG2787 Developer Agreement Orange Blossom Ranch (PDF)
10. OR3989PG4175 Lake Maintenance & Drainage Easement (PDF)
11. Proposed Plat Orange Blossom Ranch Phase 2A (PDF)
12. OR4373PG3774 Drainage Easement (PDF)
13. Legal Ad - Agenda ID #2311 (PDF)
03/28/2017
COLLIER COUNTY
Board of County Commissioners
Item Number: 17.C
Doc ID: 2311
Item Summary: This item requires that ex parte disclosure be provided by Commission members.
Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to
approve Petition VAC-PL20160001099, to disclaim, renounce and vacate the County and the public
interest in the Lake Maintenance and Drainage Easement described in Official Record Book 3989, Page
4175 and a portion of the Drainage Easement as described in Official Record Book 4373, Page 3774 of
the public records of Collier County, Florida. The subject property is located north of the intersection of
Oil Well Road and Hawthorn Road, in Section 13, Township 48 South, Range 27 East, Collier County,
Florida. (This is a companion to Agenda Item 16.A.1 (Final Plat of Ranch at Orange Blossom Phase 2A)
and both items must be approved or both items denied).
Meeting Date: 03/28/2017
Prepared by:
Title: County Surveyor – Growth Management Development Review
Name: Marcus Berman
03/01/2017 5:05 AM
Submitted by:
Title: Project Manager, Principal – Growth Management Department
Name: Matthew McLean
03/01/2017 5:05 AM
Approved By:
Review:
Growth Management Development Review John Houldsworth Additional Reviewer Completed 03/01/2017 5:07 AM
Growth Management Department Judy Puig Additional Reviewer Completed 03/01/2017 9:49 AM
Growth Management Department Matthew McLean Additional Reviewer Completed 03/03/2017 8:58 AM
County Attorney's Office Scott Stone Level 2 Attorney Review Completed 03/03/2017 9:05 AM
Growth Management Department Jeanne Marcella Additional Reviewer Completed 03/08/2017 1:06 PM
Growth Management Department James French Additional Reviewer Completed 03/08/2017 4:52 PM
Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 03/09/2017 3:47 PM
County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 03/15/2017 8:56 AM
Budget and Management Office Mark Isackson Additional Reviewer Completed 03/16/2017 8:18 AM
County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 03/20/2017 9:59 PM
Board of County Commissioners MaryJo Brock Meeting Pending 03/28/2017 9:00 AM
RESOLUTION NO. 2017-
A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, TO DISCLAIM, RENOUNCE
AND VACATE THE COUNTY AND THE PUBLIC INTEREST IN
THE LAKE MAINTENANCE AND DRAINAGE EASEMENT
DESCRIBED IN OFFICIAL RECORD BOOK 3989, PAGE 4175 AND
A PORTION OF THE DRAINAGE EASEMENT AS DESCRIBED IN
OFFICIAL RECORD BOOK 4373, PAGE 3774 OF THE PUBLIC
RECORDS OF COLLIER COUNTY, FLORIDA. THE SUBJECT
PROPERTY IS LOCATED NORTH OF THE INTERSECTION OF
OIL WELL ROAD AND HAWTHORN ROAD, IN SECTION 13,
TOWNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY,
FLORIDA. (PETITION VAC-PL20160001099)
WHEREAS, pursuant to Resolution 2013-166, Petitioner, Brian J. Thanasiu of
Cheffy Passidomo, P.A., on behalf of the property owner, has requested the vacation of
the County and the public interest in the Lake Maintenance and Drainage Easement
described in Official Record Book 3989, Page 4175 and a portion of the Drainage
Easement as described in Official Record Book 4373, Page 3774 of the public records of
Collier County, Florida, located in Section 13, Township 48 South, Range 27 East,
Collier County, Florida, being more specifically shown in Exhibit A, attached hereto; and
WHEREAS, the Board of County Commissioners, on this day, held a public
hearing to consider the petitioner's request and notice of said public hearing was given as
required by law.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that the County and the
public interest in the Lake Maintenance and Drainage Easement described in Official
Record Book 3989, page 4175 and a portion of the Drainage Easement as described in
Official Record Book 4373, page 3774 of the public records of Collier County, Florida,
located in Section 13, Township 48 South, Range 27 East, Collier County, Florida, being
more specifically shown in Exhibit A, is hereby vacated, extinguished, renounced and
disclaimed, and this action is declared to be in the public interest and for the public
benefit.
BE IT FURTHER RESOLVED AND ORDERED that the County and the
public interest in the Lake Maintenance and Drainage Easement and the Drainage
Easement shall not terminate until the date of recording of the Ranch at Orange Blossom
Phase 2A plat, which plat shall not be recorded until:
[16 -EIS -03337/1310301/1] 1 oft
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1) The County Engineer has certified that all improvements relating to the
alternate stormwater runoff outfall path have been constructed, inspected and
certified complete; and
2) New drainage easements in favor of the County over the alternate stormwater
runoff outfall path have been accepted by the County and recorded in the
Official Records of Collier County. The new drainage easements shall continue
to take water from Oil Well Road pursuant to the Developer's Agreement
recorded in OR Book 4322 page 2787. The easements and the development's
water management system shall "provide water quality and treatment and
attenuation for stormwater run-off in perpetuity from the Oil Well Road Right
of Way adjacent to the development and an additional 21 acres of Oil Well
Road Right of Way that does not traverse the Development."
BE IT FURTHER RESOLVED AND ORDERED that the Clerk to the Board is
hereby directed to record a certified copy of the Resolution in the Public Records of
Collier County, Florida.
THIS RESOLUTION ADOPTED after motion, second and majority vote
favoring same, this the day of 2017.
ATTEST:
DWIGHT E. BROCK, CLERK
Deputy Clerk
Approved as to form and legality:
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: `� 3 /
Scott A. Stone
Assistant County Attorney
Attachments: 1) Exhibit A, 2) Location -Site Map
16 -EIS -00000
Penny Taylor, CHAIRMAN
[16 -EIS -03337/1310301 /1 ] 2 of 2
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www.barraco.net
1J and Associates, Inc. Civil Engineers, Land Surveyors and Planners
EXHIBIT "A"
DESCRIPTION OF DRAINAGE EASEMENT TO BE VACATED
Parcel in
Section 13, Township 48 South, Range 27 East,
Collier County, Florida
A tract or parcel of land lying in Section 13, Township 48 South, Range 27 East, Collier
County, Florida, being all of a Drainage Easement described in deed recorded in Official
Records Book 4373, at Page 3774, lying within lands described in a deed recorded in Official
Records Book 5053 at Page 474, all of the Public Records of Collier County, Florida and
being more particularly described as follows:
Commencing the Northwesterly most corner of Tract "C" of the record plat of
"ORANGE BLOSSOM RANCH PHASE 1A" as recorded in Plat Book 45, Pages
58-61 of the Public Records of Collier County, Florida, run S89030'46"W along
the South line of said lands described in said deed recorded in Official Records
Book 5053 at Page 474 for 1,748.52 feet to an intersection with the Easterly
line of said Easement and the POINT OF BEGINNING.
From said Point of Beginning continue S89°30'46"W along said South line for
30.00 feet to an intersection with the Easterly line of lands described in
Official Records Book 1433 at page 509, of the Public Records of Collier
County, Florida; thence run Noo°29'14"W along said Easterly line, also being
the Westerly line of said Easement for 1,552.16 feet to the Northwest corner of
said Easement; thence run along the Northerly and Easterly line of said
Easement the following two (2) courses: N89030'46"E for 30.00 feet and
S00029'14"E for 1,552.16 feet to the POINT OF BEGINNING.
Containing 1.07 acres, more or less.
Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS
2007) and are based on the South line of the Southwest Quarter (SW 1/4) of Section 24 to
bear S89°35'37"W
Scott A. Wheeler (For The Firm)
Professional Surveyor and Mapper
Florida Certificate No. 5949
L:\23218 - Orange Blossom Ronto\Surveying\Description\23218SK14.doc
Post Office Drawer 2800 • Fort Myers, FL 33902
Phone (239) 461-3170 • Fax (239) 461-3169
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and Associates, Inc. Civil Engineers, Land Surveyors and Planners
EXHIBIT "A"
DESCRIPTION OF LAKE MAINTENANCE
AND DRAINAGE EASEMENT TO BE VACATED
Parcel in
Section 13, Township 48 South, Range 27 East,
Collier County, Florida
A tract or parcel of land lying in Section 13, Township 48 South, Range 27 East, Collier
County, Florida, being all of a Lake Maintenance and Drainage Easement described in that
certain instrument recorded in Official Records Book 3989, at Page 4175 of the Public
Records of Collier County, Florida and being more particularly described as follows:
Beginning at the Westerly most corner of Tract "L-3" of the record plat of
"ORANGE BLOSSOM RANCH PHASE 1A" as recorded in Plat Book 45, Pages
58-61 of the Public Records of Collier County, Florida run Northwesterly along
an arc of a curve to the left of radius 1,340.00 feet (delta 00°51'48") (chord
bearing N28°37'50"W) (chord 20.19 feet) for 20.19 feet; thence run
N53°31'52"E along a non -tangent line for 502.58 feet to a point of curvature;
thence run Northeasterly along an arc of a curve to the left of radius 597.50
feet (delta 31047'11") (chord bearing N37°38'17"E) (chord 327.24 feet) for
331.48 feet to a point of reverse curvature; thence run Easterly along an arc of
a curve to the right of radius 50.00 feet (delta 140°16'57") (chord bearing
S88°o6'50"E) (chord 94.05 feet) for 122.42 feet to a point of reverse curvature;
thence run Southeasterly along an arc of a curve to the left of radius 207.50
feet (delta 72030'10") (chord bearing S54013'27"E) (chord 245.40 feet) for
262.57 feet to a point of tangency; thence run N89031'28"E for 195.00 feet to a
point of curvature; thence run Northeasterly along an arc of a curve to the left
of radius 207.50 feet (delta 87°59'19") (chord bearing N45°31'48"E) (chord
288.25 feet) for 318.66 feet to a point of reverse curvature; thence run Easterly
along an arc of a curve to the right of radius 50.00 feet (delta 138°07'41")
(chord bearing N70°3559"E) (chord 93.40 feet) for 120.54 feet to a point of
reverse curvature; thence run Southeasterly along an arc of a curve to the left
of radius 207.50 feet (delta 500o8'22") (chord bearing S65024'21"E) (chord
175.84 feet) for 181.58 feet to a point of tangency; thence run N89031'28"E for
195.00 feet to a point of curvature; thence run Northeasterly along an arc of a
curve to the left of radius 207.50 feet (delta 4604355") (chord bearing
N66009'30"E) (chord 164.59 feet) for 169.24 feet to a point of reverse
curvature; thence run Easterly along an arc of a curve to the right of radius
50.00 feet (delta 13604355") (chord bearing S68°50'30"E) (chord 92.96 feet)
for 119.32 feet to an intersection with the Northerly line of said record plat of
"ORANGE BLOSSOM RANCH PHASE 1A"; thence run along said Northerly
line of said record plat the following twelve (12) courses: S89031'28"W for
20.00 feet to a point on a radial curve; Westerly along an arc of a curve to the
left of radius 30.00 feet (delta 13604355") (chord bearing N68050'30"W)
Post Office Drawer 2800 • Fort Myers, FL 33902
Phone (239) 461-3170 • Fax (239) 461-3169
ar r a c o www.barraco.net
and Associates, Inc. Civil Engineers, Land Surveyors and Planners
DESCRIPTION (CONTINUED)
(chord 55.77 feet) for 71.59 feet to a point of reverse curvature; Southwesterly
along an are of a curve to the right of radius 227.50 feet (delta 46°43'55")
(chord bearing S66°09'30"W) (chord 180.45 feet) for 185.56 feet to a point of
tangency; S89°31'28"W for 195.00 feet to a point of curvature; Northwesterly
along an arc of a curve to the right of radius 227.50 feet (delta 50oo8'22")
(chord bearing N65024'21"W) (chord 192.79 feet) for 199.o8 feet to a point of
reverse curvature; Westerly along an arc of a curve to the left of radius 30.00
feet (delta 138°07'41") (chord bearing S70035'59"W) (chord 56.04 feet) for
72.32 feet to a point of reverse curvature; Southwesterly along an arc of a curve
to the right of radius 227.50 feet (delta 87059'19") (chord bearing
S45031'48"W) (chord 316.04 feet) for 349.37 feet to a point of tangency;
S89031'28"W for 195.00 feet to a point of curvature; Northwesterly along an
arc of a curve to the right of radius 227.50 feet (delta 7203o'10") (chord bearing
N54013'27"W) (chord 269.05 feet) for 287.88 feet to a point of reverse
curvature; Westerly along an arc of a curve to the left of radius 30.00 feet
(delta 140016'57") (chord bearing N88°o6'50"W) (chord 56.43 feet) for 73.45
feet to a point of reverse curvature; Southwesterly along an arc of a curve to the
right of radius 617.50 feet (delta 31047'11") (chord bearing S37038'17"W)
(chord 338.20 feet) for 342.57 feet to a point of tangency and S53031'52"W for
505.33 feet to the POINT OF BEGINNING.
Containing 1.15 acres, more or less.
Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007)
and are based on the Northwesterly line of the Tract "L-3" of the record plat "ORANGE
BLOSSOM RANCH PHASE lA", as recorded in Plat Book 45, Page 58, of the Public Records of
Collier County, Florida, to bear S53031'52"W
Scott A. Wheeler (For The Firm)
Professional Surveyor and Mapper
Florida Certificate No. 5949
L:\23218 - Orange Blossom Ronto\Surveying\Description\23218SK15.doe
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COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
www.colliergov.net
Collier County
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239)252-2400 FAX: (239) 252-6358
APPLICATION FOR VACATING
Florida State Statutes Sections 336.09, 336.10, 177.101, 125.01, and 125.37;
Ordinance No. 01-57;
Resolution 2013-166; and
Applicable sections of the Collier County Land Development Code
NOTE: Please see John Houldsworth/Marc Berman from Development Review before submitting
❑
■ AVESMT- The extinguishment of public dedicated easements recorded by separate instrument in the
public records (other than on a subdivision plat), platted or unplatted land, except for public roads.
1. BK 3989 PG 4175
Official Record Book: 2. BK 4373 Page(s): PG 3774
PETITION NO (PL)
PROJECT NAME For Staff Use
DATE PROCESSED
Property Owner:
APPLICANT CONTACT INFORMATION
RP ORANGE BLOSSOM OWNER, L.L.C., a Delaware limited liability company
Address: 3066 Tamiami Trail North, Suite 201 City: Naples
Telephone: 239-436-1524 Cell: N/A
E -Mail Address: bjthanasiu@napleslaw.com
Name of Agent
Brian J. Thanasiu
Firm: Cheffy Passidomo, P.A.
Address: 821 5th Avenue South
Telephone
239-261-9300
City: Naples
Cell: 239-436-1524
E -Mail Address: bjthanasiu@napleslaw.com
State: FL ZIP: 34103
Fax: 239-261-9782
State: FL ZIP: 34102
Fax: 239-261-9782
3/3/2016 Page 1 of 5
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
www.colliergov.net
Cot C r County
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239)252-2400 FAX: (239) 252-6358
PROPERTY INFORMATION
Reason for Request: Redevelopment of land for residential use.
Address of Subject Property: No Site Address - Property ID No.'s: 00209962004 and 00209961801
Legal Description: Legal Description Enclosed
Section: 13 Township: 48 Range: 27
Current Zoning: Agricultural
NOTE:
1)
2)
3)
4)
Will this affect density?
No
If applicant is a land trust, indicate the name of beneficiaries.
If applicant is a corporation other than a public corporation, indicate the name of the officers and major
stockholders.
If applicant is a partnership, limited partnership or other business entity, indicate the name of the
principals.
List all other owners.
The principal members of the Owner are:
1. Ronto Orange Blossom, LLC, a Florida limited liability company; and
2. RP Orange Blossom, LLC, a Delaware limited liability company
3/3/2016 Page 2 of 5
1.
2.
3.
4
5
8.
7
8
9
10
11
12.
13.
14.
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
www. co l l ie rgov. n et
Collier County
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239)252-2400 FAX: (239) 252-6358
SUBMITTAL REQUIREMENTS CHECKLIST
This completed checklist is to be submitted with the application packet in the exact order listed below, with cover sheets
attached to each section. Incomplete submittals will not be accepted.
For further explanation regarding the requirements for the Vacating Application, and the below checklist,
refer to Resolution 2013-166.
REQUIREMENTS FOR REVIEW
#CIF
REQUIRED
NOT
COPIES
REQUIRED
Completed Application (download current form from County website)
1
El
❑
Addressine Checklist signed by Addressing Department
1
E]
Li
CD of complete application and all submittal documents in PDF format
1
❑
Fee Simple Deed
1
0
❑
Statement explaining the general public benefit received from the proposed vacation
1
x❑
❑
Certificate showing all State and County taxes have been paid for subject parcel
1
Q
❑
Assessment map depicting area of proposed vacation
6
0
List of abutting and other property owners within 250 feet of the proposed vacation including their
1
El
Eladdress,
and parcel number
Site Plan on 8 Yz in. x 11 in. paper
6
Q
Legal Description, signed and sealed, of what is to be vacated on 8 Y2 in. x 11 in. paper and labeled
"Exhibit
6
❑
❑
in bold: A"
Signed and sealed sketch of the legal description
6
X
❑
Copy of the recorded subdivision plat, if applicable
1
❑
Q
Letter Authorizing representation, if the applicant isn't the owner
1
❑
x
Affidavit of Authorization signed and sealed
1
:❑
❑
Replacement easement documentations, if applicable
6
x
If replacement easement is required by Collier County, provide a current attorney's Title Opinion or
1
❑
❑
ownership & encumbrance report by a title company
A copy of document that granted, conveyed or dedicated the easement to the County or public, for
1
El
E]Vacation
of Easement only
Copy of document which granted, conveyed or dedicated the right-of-way to the county or public,
1
❑
x❑
for Vacation of Right -of -Way only
Letters of No Objection, from each of the following, as applicable: (addresses may not be current)
E]
El
Company- Florida Power and Light: ATTN Hau Tran, 4105 15`h Ave. SW, Naples, FL 34116.
(239)353-6025
Telephone Company- Century Link, Florida: ATTN: Jigs Silang, 3530 Kraft Road, Naples, FL 34105.
❑
El
(239)263-6234
Collier County Sheriff's Office: ATTN: Sheriff Kevin Rambosk, 3301 EastTamiami Trail, Naples, FL
❑
"❑
34112.(239)774-4434.
Golden Gate and East Naples Fire Control and Rescue: ATTN: Kingman Schuldt, 14575 Collier Blvd
❑
'❑
Naples, FL 34119. (239) 348-7540
1
North Naples Fire and Rescue: ATTN: Orly Stolts, 1885 Veterans Park Drive, Naples, FL 34109.
❑
x❑
(239)597-9227
Cable Television -Time Warner: ATTN: Don Roberts, 1418 SE 10 Street, Cape Coral, FL 33990.
❑
■❑
(239)574-2020
Cable Television- Comcast: ATTN: Mark Cook, 26100 West Links Drive, Ste 4, Fort Myers, FL
❑
x❑
33913. (239)432-1805.
Adjacent Property Owners
❑
Q
Homeowners Association
x❑
❑
3/3/2016 Page 3 of 5
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DEPARTMENT
wwwxolliergov.net
CAe*Y 0014- .ty
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239)252-2400 FAX: (239) 252-6358
FEE REQUIREMENTS
Z✓ Application Fee: $2,000.00
Q Estimated Legal Advertising Fee (to be paid by the applicant in addition to the application fees at the
time of submittal)
o AVROW: $450.00
o AVPLAT: $850.00
o AVESMT: $850.00
All checks payable to: Board of County Commissioners
The completed application, all required submittal materials, and fees shall be submitted to:
Growth Management Department/Development Review Division
ATTN: Business Center
2800 North Horseshoe Drive
Naples, FL 34104
Applicant/Agent Signature D e
3/3/2016 Page 4 of 5
Collier County
COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE
GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104
www.collieraov.net (239) 252-2400 FAX: (239) 252-6358
AFFIDAVIT OF AUTHORIZATION
FOR PETITION NUMBERS(S)
one) owner _ applicant _ contract
(print name), as (title, if applicable) of
(company, If applicable), swear or affirm under oath, that I am the (choose
iser and that:
1. I have full authority to secure the approval(s) requested and to impose covenants and restrictions on the referenced
property as a result of any action approved by the County in accordance with this application and the Land Development
Code;
2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and
made a part of this application are honest and true;
3. I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of
investigating and evaluating the request made through this application; and that
4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the
approved action.
5. Well authorize to act as our/my representative in any matters
regarding this petition including 1 through 2 above.
*Notes:
• If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres.
• If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L. C), then the documents should typically be signed
by the Company's "Managing Member."
• If the applicant is a partnership, then typically a partner can sign on behalf of the partnership.
• If the applicant is a limited partnership, then the general partner must sign and be identified as the "general partner" of the named
partnership.
• Ifthe applicant is a trust, then they must include the trustee's name and the words "as trustee ".
• In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, estate, etc., and then use the
appropriate format for that ownership.
Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the facts stated in it are
true.
Signature
STATE OF FLORIDA
COUNTY OF COLLIER
Date
The foregoing instrument was sworn to (or affirmed) and subscribed before me on (date) by (name
of person providing oath or affirmation), as who is personally known to me or who has produced
(type of identification) as identification.
STAMP/SEAL
CP\08.COA-00115\155
REV 03/24/2014
3/3/2016
Signature of Notary Public
Page 5 of 5
SeL n���-
AFFIDAVIT OF AUTHORIZATION
FOR PETITION NUMBERS(S)
l� RON J. HOYL (print name), as VICE PRESIDENT (title, If
applicable) Of RP ORANGE BLOSSOM OWNER, L.L.C.. A DELAWARE LIMITED LIABILITY COMPANY (company, If applicable), swear or affirm
under oath, that I am the (choose one) owner= applicant=contract purchaser=and that:
1. 1 have full authority to secure the approvals) requested and to impose covenants and restrictions on
the referenced property as a result of any action approved by the County in accordance with this
application and the Land Development Code;
2. All answers to the questions in this application and any sketches, data or other supplementary matter
attached hereto and made a part of this application are honest and true;
3. 1 have authorized the staff of Collier County to enter upon the property during normal working hours
for the purpose of investigating and evaluating the request made through this application; and that
4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and
restrictions imposed by the approved action.
5. Well authorize BRIAN J. THANASIU. CHEFFY PASSIDOMO, P.A to act as our/my representative
in any matters regarding this petition including 1 through 2 above.
`Notes:
• If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres.
• If the applicant is a Limited Liability Company (L.L.C.) or Limited Company (L. C.), then the documents should
typically be signed by the Company's "Managing Member."
• If the applicant is a partnership, then typically a partner can sign on behalf of the partnership.
• If the applicant is a limited partnership, then the general partner must sign and be identified as the "general
partner" of the named partnership.
• if the applicant is a trust, then they must include the trustee's name and the words "as trustee".
• In each instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then
use the appropriate format for that ownership.
Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that
the facts stated in it are true.
Signature
Ron ]. Hoyl
Vice President
EX�S
STATE OF
COUNTY OF�G " a W%E
q bf ho
Date
The foregoing instrument was sworn to (or affirmed) and subscribed before me on !It 1111 4 (date) by
p ame of person providing'oatA or affirmation), as
` 6v s personally known to me or who has produced
(type of identification) as identification. Q
LTA 7
Signature of Nota ublic
STAMP/SEAL
M. K. BEAVANS
®. NOTARY PUBLIC
STATE OF TEXAS
q�aF"y MY COMM. EXP. 03/27/18
CMOS-COA-00115%155
REV 3/24/14
Legal Description of Subject Property
Parcel in
Section 13, Township 48 South, Range 27 East,
Collier County, Florida
A tract or parcel of land lying in Section 13, Township 48 South, Range 27 East, Collier County, Florida, said
tract or parcel being more particularly described as follows:
Beginning at the Northwesterly most comer of Tract "C" of the record plat of "ORANGE
BLOSSOM RANCH PHASE IA" as recorded in Plat Book 45, Pages 58-61 of the Public
Records of Collier County, Florida, run S89°30'46"W for 1,778.52 feet to an intersection with
the Easterly line of lands described in Official Records Book 1433 at page 509, of the Public
Records of Collier County, Florida; thence run N00°29'14"W along said Easterly line for
3,156.55 feet to an intersection with the Southerly line of a Canal Easement as recorded as
Exhibit "C" of Official Records Book 1322 at page 1897, Collier County Records; thence run
N89°33'07"E along said Southerly line for 3,728.29 feet to an intersection with the West right
of way line of the North Golden Gate Canal, (80' wide right of way), as shown on the record
plats of North Golden Gate Units 4 thru 7; thence run S00°30'08"E along said West line right of
way line for 1,881.63 feet; thence run S89129'52" W for 157.91 feet to a point on a non -tangent
curve and an intersection with the Northerly line of said record plat of "ORANGE BLOSSOM
RANCH PHASE IA"; thence run along the Northerly line of said record plat the following
three (3) courses: Westerly along an arc of a curve to the right of radius 227.50 feet (delta
2138'36") (chord bearing S78°42'10" W) (chord 85.43 feet) for 85.94 feet to a point of
tangency; S89°31'28" W for 195.00 feet to a point of curvature and Westerly along an are of a
curve to the right of radius 227.50 feet (delta 21°31'38") (chord bearing N79°42'43" W) (chord
84.97 feet) for 85.48 feet; thence run S89°29'52" W for 150.94 feet to a point on a non -tangent
curve and an intersection with said Northerly line of said record plat; thence run along said
Northerly line of said record plat the following three (3) courses: Southwesterly along an are of
a curve to the right of radius 227.50 feet (delta 75049'40") (chord bearing S51 °36'38" W) (chord
279.59 feet) for 301.08 feet to a point of tangency; S89°31'28" W for 195.00 feet to a point of
curvature and Northwesterly along an arc of a curve to the right of radius 227.50 feet (delta
61°58'01") (chord bearing N59°29'32"W) (chord 234.23 feet) for 246.05 feet to a point on a
non -tangent curve; thence run Southwesterly along an arc of a curve to the left of radius 335.00
feet (delta 03°06'47") (chord bearing S55°55'56"W) (chord 18.20 feet) for 18.20 feet to a point
of tangency; thence run S54022'32"W for 184.36 feet to a point on a non -tangent curve and an
intersection with said Northerly line of said record plat; thence run along said Northerly line of
said record plat the following two (2) courses: Southwesterly along an arc of a curve to the right
of radius 617.50 feet (delta 14°46'18") (chord bearing S46008'43"W) (chord 158.76 feet) for
159.20 feet to a point of tangency and S53°31'52"W for 339.44 feet to a point on a non -tangent
curve; thence run Southeasterly along an arc of a curve to the left of radius 30.00 feet (delta
01°21'07") (chord bearing S31°57'40"E) (chord 0.71 feet) for 0.71 feet to a point of tangency;
thence run S32°38'14"E for 122.43 feet to a point of curvature; thence run Southeasterly along
an arc of a curve to the left of radius 30.00 feet (delta 57°50'18") (chord bearing S61°33'23"E)
(chord 29.01 feet) for 30.28 feet to a point of tangency; thence run N89'3 1'28"E for 190.52 feet
to a point of curvature; thence run Easterly along an arc of a curve to the right of radius 70.00
feet (delta 22045'38") (chord bearing S79"05'43"E) (chord 27.62 feet) for 27.81 feet to a point
of reverse curvature; thence run Easterly along an arc of a curve to the left of radius 70.00 feet
(delta 22°45'38") (chord bearing S79005'43"E) (chord 27.62 feet) for 27.81 feet to a point of
cusp and an intersection with Southerly line of Tract "L-3" of said record plat; thence run along
the Southerly and Westerly line of said Tract "L-3" the following five (5) courses:
S89°31'28"W for 99.26 feet to a point of curvature; Southwesterly along an arc of a curve to the
left of radius 20.75 feet (delta 65°45'41 ") (chord bearing S56°38'38"W) (chord 22.53 feet) for
23.82 feet to a point of reverse curvature; Southwesterly along an arc of a curve to the right of
radius 50.00 feet (delta 46°38'50"bullshit a non -tangent curve and Northwesterly along an arc of
a curve to the left of radius 1,340.00 feet (delta 07°24'01 ") (chord bearing N24129'55"W) (chord
172.96 feet) for 173.08 feet to an intersection with said Northerly line of said record plat; thence
run along said Northerly line and the Westerly line of said record plat the following four (4)
courses: S53131'52"W for 91.01 feet to a point on a non -tangent curve; Southerly along an arc
of a curve to the right of radius 1,250.00 feet (delta 27°30'37") (chord bearing S 13°50'37"E)
(chord 594.43 feet) for 600.18 feet to a point of tangency; S00°05' 19"E for 67.44 feet and
S89°54'41 "W for 35.56 feet to the POINT OF BEGINNING.
Containing 220.79 acres, more or less.
Bearings hereinabove mentioned are State Plane for the Florida East Zone (NAD 19831NSRS 2007) and are
based on the East line of Southeast Quarter (SE 1/4) of Section 13 to bear N00029'09"W.
Perfecting Development
July 7, 2016
Brian J. Thanasiu, Esquire
Cheffy Passidomo, P.A.
821 Fifth Avenue South
Naples, Florida 34102
Re: Vacation of Lake Maintenance and Drainage Easement recorded in Official
Records Book 3989, Page 4175, and the Drainage Easement recorded in Official
Records Book 4373, Page 3774, all in the Public Records of Collier County,
Florida.
Dear Mr. Thanasiu:
The Ranch at Orange Blossom Master Association, Inc., formerly known as Orange
Blossom Ranch North Master Association, Inc., has no objection to the vacation of the
easements described in your correspondence dated July 5, 2016, and in the caption of this letter.
Sincerely,
THE RANCH AT ORANGE BLOSSOM
MASTER ASSOCIATION, INC.
Anthony P. Solomon, President
3066 TAMIAMI TRAIL N • SUITE 201 • NAPLES, FL 34103 • T: 239-649-6310-F: 239-649-8870 • RONTO.COM
CHEFFY PASSIDOMO
ATTORNEYS AT LAW
EDWARD K. CHEFFY
Board Certified Civil Trial Lawyer
Board Certified Business Litigation Lawyer
JOHN M. PASSIDOMO
Board Certified Real Estate Lawyer
JOHN D. KEHOE
Board Certified Civil Trial Lawyer
LOUIS D. WAGOSTINO
Board Certified Appellate Practice Lawyer
DAVID A. ZULIAN
Board Certified Construction Lawyer
CLAY C. BROOKER
Board Certified City. County and
Local Government Lawyer
Mr. Anthony P. Solomon
Fairmont Residents' Association, Inc.
VIA E-MAIL: SolomonA@ronto.com
821 Fifth Avenue South
Naples, Florida 34102
Telephone: (239) 261-9300
www.napieslaw.com
April 11, 2016
Re: Request for Letter of No Objection
Dear Mr. Solomon:
ANDREW H. REISS
Board Certified Business Litigation Lawyer
WILLIAM J. DEMPSEY
Board Certified Real Estate Lawyer
R. BRUCE ANDERSON
NICHOLAS P. MIZELL
DEBBIE SINES CROCKETT
BRIAN J. THANASIU
MARIA VIGILANTE
OFCounsel:
GEORGE L. VARNADOE
DIRECT DIAL: (239) 436-1524
bithanasiua nanleslaw.com
We represent RP Orange Blossom Owner, L.L.C., which is the owner of property, having no site
address, but identified by the Collier County Property Appraiser's Property Identification Numbers
00209962004 and 00209961801, in Collier County, Florida, and adjacent to property owned by Fairmont
Residents' Association, Inc.
RP Orange Blossom Owner, L.L.C. is processing and application with Collier County for the
vacation of that certain Lake Maintenance and Drainage Easement recorded in Official Records Book
3989, Page 4175, and the Drainage Easement recorded in Official Records Book 4373, Page 3774, all in
the Public Records of Collier County, Florida.
At this time, we respectfully request a Letter of No Objection to the proposed vacations, and have
taken the liberty of enclosing one for your consideration. We would appreciate it if you would have the
same executed by an appropriate officer of Fairmont Residents' Association, Inc. and returned to us.
Please contact me if you require additional information or documentation prior to responding to
our request. Thank you.
Vet� rules ours
Brian J. Thanasiu
Cheffy Passidomo, P.A.
Enclosures
April �, 2016
Brian J. Thanasiu, Esquire
Cheffy Passidomo, P.A.
821 Fifth Avenue South
Naples, Florida 34102
Re: Vacation of Lake Maintenance and Drainage Easement recorded in Official
Records Book 3989, Page 4175, and the Drainage Easement recorded in Official
Records Book 4373, Page 3774, all in the Public Records of Collier County,
Florida.
Dear Mr. Thanasiu:
Fairmont Residents' Association, Inc. has no objection to the vacation of the easements
described in your correspondence dated April 11, 2016, and in the caption of this letter.
Sincerely,
FAIRMONT RESI ENTS' ASSOCIATION, INC.
Anthony P. Solomon, President
CCPCollierS
County
� Public Schools
Ai
Interagency, Real Property
and Regulatory Coordination
November 14, 2016
Brian J. Thanasiu, Esquire
Cheffy Passidomo, P.A.
821 Fifth Avenue South
Naples, Florida 34102
Re: Vacation of Lake Maintenance and Drainage Easement recorded in Official
Records Book 3989, Page 4175, and the Drainage Easement recorded in Official
Records Book 4373, Page 3774, all in the Public Records of Collier County,
Florida (collectively, the "Drainage Easements").
Dear Mr. Thanasiu:
In accordance with Environmental Resource Permit No. 11-02149-P issued by the South Florida
Water Management District on January 9, 2003, the entire Palmetto Ridge High School site,
Parcel # 00209961306, (the School Site") drains and discharges into the adjacent canal (Canal
and Drainage Easement recorded in Official Records Book 1433, Page 509 in the Public Records
of Collier County, Florida) located along the eastern boundary of the School Site.
Therefore, the District School Board of Collier County, Florida has no objection to the vacation
of the Drainage Easements because they do not serve or benefit the drainage of the School Site.
Sincerely,
�4QU71
Thomas G Eastman
Today's Learners • Tomorrow's Leaders
5775 Osceola Trail I Naples, Florida 34109 1 p:239.377.0267 1 f: 239.377.0501
e: EastmaTh®collierschools.com I www.collierschools.com
EXHIBIT"D"
FORM OF LETTER OF NO OBJECTION
CBEFFY PASSIDOMO
ATIUM E7SATL►w
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139.5, 2016
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We represent RP Orange Bloss® gmer, LLC, vftch is the owner of property; hwmg no site
address, but identified by the Collies Comty RqMW Appeuw s property Wmhfimhm Nombm
0020996MO4 and 00209961801, is Collier Corny, Florida, and ntym m to property owned by Bryan W
PaulFamdyLWUWIAi LimitedPart,, h .
RP Orange Blossom Owner, I.L.C. is processing as application wmh Cdfier Comty for the
vntabm of mar crrtein Ulm Msiocuarce and Drainage Fmement recorded m oxidal Records Book
3989, Page 4175, and the Drainage Fm&mem recorded in Official Records Bock 4373. Page 3774, all in
the PourRemtda ofConwC only, Flocdi.
At Das time, werespectBdlyrepaeat a Letter orNo Objectim tothepmposcdvacaims, andhaoe
talwn the hbeer of enclosing me Por your crosidevidiam We world appreciate it ifym would Lane dw
same e:ecmed by an s4laopriore reprwedmtive of Bryan W. Paul Fainly Limited Lw ifey L.ivow
Parnm ship and returned to m.
Plesse caudat m` if ym regane additional infomudim cr documentation prior to re4vmtu g to
otwxt ,we t. llmkyme
vaytndyymn.
Brian J. �m
LLeffyPassdamo, PA
[10536-0004/2591601/1]
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139.5, 2016
I& Tames C. Pani
&yinW.PealFamdyUntadLmbilAylimstedPrmem ip
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Re: Req"Ew L&MmcMoObjee w
Dem Mr. Purl:
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Bovacm BCb=xk[PdmL.m
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MCEMA5P.a J
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We represent RP Orange Bloss® gmer, LLC, vftch is the owner of property; hwmg no site
address, but identified by the Collies Comty RqMW Appeuw s property Wmhfimhm Nombm
0020996MO4 and 00209961801, is Collier Corny, Florida, and ntym m to property owned by Bryan W
PaulFamdyLWUWIAi LimitedPart,, h .
RP Orange Blossom Owner, I.L.C. is processing as application wmh Cdfier Comty for the
vntabm of mar crrtein Ulm Msiocuarce and Drainage Fmement recorded m oxidal Records Book
3989, Page 4175, and the Drainage Fm&mem recorded in Official Records Bock 4373. Page 3774, all in
the PourRemtda ofConwC only, Flocdi.
At Das time, werespectBdlyrepaeat a Letter orNo Objectim tothepmposcdvacaims, andhaoe
talwn the hbeer of enclosing me Por your crosidevidiam We world appreciate it ifym would Lane dw
same e:ecmed by an s4laopriore reprwedmtive of Bryan W. Paul Fainly Limited Lw ifey L.ivow
Parnm ship and returned to m.
Plesse caudat m` if ym regane additional infomudim cr documentation prior to re4vmtu g to
otwxt ,we t. llmkyme
vaytndyymn.
Brian J. �m
LLeffyPassdamo, PA
[10536-0004/2591601/1]
July_, 2016
Baan J.1Lanasio, Esquire
CbCCYPusidomo, PA
821 FM Avenue South
Naples, Flaida 34102
Re: Vacation of Lake Maim nmuce and Drainage Easement nxorded in OJ5rial
Recalls Book 3989, Page 4175, and the Drainage Easement retarded in Official
RReo da Book 4373, Page 3774, all in the Public fecads of Collier candy,
frw"i!�-�
Bryan W. Paul Family Limited Lt*fl ty Limited Parmunkp, formerly kooaat as Mm
Bryan W. Paul Famly Limiled Pamafoip, Las no objection to the vacauoo of the easements
desmbed mmu pcarespomdeoce datedialy 5, 2016, and in @e c4Am offt imm
Sioardy,
BRYAN W. PAUL, FAM wY LuAmw
LIABKnYLBWL WPARINFRSHW
110836-0004/2591601/1] 10
c,mrcounty
Public Services Deparfnent
Parks & Recreation Division
February 27,2017
Brian J. Thanasiu, Esquire
Cheffy Passidomo, P.A.
821 Fifth Avenue South
Naples, Florida 34102
Re: Vacation of Lake Maintenance and Drainage Easement recorded in Official Records
Book 3989, Page 4175, and the Drainage Easement recorded in Official Records Book 4373,
Page 3774, all in the Public Records of Collier County, Florida.
Dear Mr. Thanasiu:
Collier County Parks and Recreation has no objection to the vacation of the easements described
in your correspondence dated July 5, 2016, and in the caption of this letter.
,/u--
Barry Williams, Director
Collier County Parks and Recreation Division
Sincerely
Paksad Rrealin. 15000 Livinqston Road . Naoles. Florida 34109. 239252-4000 . FAX 239514-g657 . $,ww.coilierDarks.com
CHEFFY PASSIDOMO
ATTORNEYS AT LAW
EDWARD K. CHEFFY
Board Certified Civil Trial Lawyer
Board Certified Business Litigation Lawyer
JOHN M. PASSIDOMO
Board Certified Real Estate Lawyer
JOHN D. KEHOE
Board Certified Civil Trial Lawyer
LOUIS D. D’AGOSTINO
Board Certified Appellate Practice Lawyer
DAVID A. ZULIAN
Board Certified Construction Lawyer
CLAY C. BROOKER
Board Certified City, County and
Local Government Lawyer
821 Fifth Avenue South
Naples, Florida 34102
Telephone: (239) 261-9300
www.napleslaw.com
ANDREW H. REISS
Board Certified Business Litigation Lawyer
WILLIAM J. DEMPSEY
Board Certified Real Estate Lawyer
R. BRUCE ANDERSON
NICHOLAS P. MIZELL
DEBBIE SINES CROCKETT
BRIAN J. THANASIU
MARIA VIGILANTE
Of Counsel:
GEORGE L. VARNADOE
DIRECT DIAL: (239) 436-1524
bjthanasiu@napleslaw.com
July 5, 2016
Mr. Barry Williams, Director
Collier County Parks and Recreation
VIA E-MAIL: BarryWilliams@colliergov.net
Re: Request for Letter of No Objection
Dear Mr. Williams:
We represent RP Orange Blossom Owner, L.L.C., which is the owner of property, having no site
address, but identified by the Collier County Property Appraiser’s Property Identification Numbers
00209962004 and 00209961801, in Collier County, Florida, and adjacent to, or in close proximity with,
property owned or managed by Collier County Parks and Recreation.
RP Orange Blossom Owner, L.L.C. is processing an application with Collier County for the
vacation of that certain Lake Maintenance and Drainage Easement recorded in Official Records Book
3989, Page 4175, and the Drainage Easement recorded in Official Records Book 4373, Page 3774, all in
the Public Records of Collier County, Florida.
At this time, we respectfully request a Letter of No Objection to the proposed vacations, and have
taken the liberty of enclosing one for your consideration. We would appreciate it if you would have the
same executed by an appropriate representative of Collier County Parks and Recreation and returned to
us.
Please contact me if you require additional information or documentation prior to responding to
our request. Thank you.
Very truly yours,
Brian J. Thanasiu
Cheffy Passidomo, P.A.
Enclosures
Brian J. Thanasiu
PL 20160001099 REV
Prepared by and return to:
Brian J. Thanasiu, Esq.
WITHOUT REVIEW OR OPINION OF TITLE
Cheffy Passidomo, P.A.
821 Fifth Avenue South
Naples, Florida 34102
(239)261-9300
TERMINATION AND RELEASE OF
LAKE MAINTENANCE AND DRAINAGE EASEMENT
This Termination and Release of Lake Maintenance and Drainage Easement (this
"Termination") is executed and made effective as of the day of , 2016,
by and between RP ORANGE BLOSSOM OWNER, L.L.C., a Delaware limited liability
company (hereinafter referred to as "RP Orange Blossom"), and THE RANCH AT ORANGE
BLOSSOM MASTER ASSOCIATION, INC, a Florida not-for-profit corporation formerly
known as ORANGE BLOSSOM RANCH NORTH MASTER ASSOCIATION, INC.
(hereinafter referred to as the "Master Association"), and COLLIER COUNTY, FLORIDA, a
political subdivision of the State of Florida (hereinafter referred to as "Collier County") (RP
Orange Blossom, the Master Association and Collier County are sometimes collectively referred
to herein as the "Parties").
RECITALS:
WHEREAS, RP Orange Blossom is the current owner of that certain tract of land
located in Collier County, Florida described in Exhibit "A" attached hereto and incorporated
herein (the "Easement Property");
WHEREAS, the Master Association is a not -for profit corporation organized under the
laws of the State of Florida, which is required to maintain the common areas of the community
known as the Ranch at Orange Blossom within Orange Blossom Ranch Phase 1 A, a subdivision,
according to the plat thereof, recorded in Plat Book 45, at Page 58, of the Public Records of
Collier County, Florida;
WHEREAS, on February 28, 2006, Pulte Home Corporation, a Michigan corporation,
which, at the time the interest was conveyed, was the owner of the Easement Property, granted a
non-exclusive easement over and across the Easement Property for the purpose of lake
maintenance and drainage, in favor of the Master Association and Collier County, according to
that certain Lake Maintenance and Drainage Easement recorded in Official Records Book 3989,
Page 4175, in the Public Records of Collier County, Florida (the "Easement Agreement"); and
WHEREAS, on , 2017, Collier County adopted Resolution No.
2017- , which disclaimed, renounced and vacated the County and the Public interest
in the Easement Agreement; and
0
WHEREAS, the Parties now desire to permanently and unconditionally terminate the
Easement Agreement, and fully release all their respective right, title and interest in and to,
together with any of the obligations of, the Parties which may be imposed by the Easement
Agreement, as well as release all their respective right, title and interest, equitable or otherwise,
that they may have, or ever may have had in and to, the Easement Property pursuant to the
Easement Agreement.
NOW, THEREFORE, for and in consideration of ten dollars ($10.00) and other good
and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the
Parties hereby permanently and unconditionally terminate the Easement Agreement, and fully
release all their respective right, title and interest in and to, together with all of the obligations of,
all Parties, which are imposed by the Easement Agreement, and further release all their
respective right, title and interest, equitable or otherwise, that they may have, or ever may have
had, in and to the Easement Property pursuant to the Easements.
IN WITNESS WHEREOF, the foregoing Termination is entered into as of the date and
year first above written.
Signed Sealed and livered
,gn�hure
64 eaw-
Print Name
V�S'at C. rid d
Prinsn
STATE OF �(%
COUNTY OF �AAtW5
RP ORANGE BLOSSOM OWNER, L.L.C.,
a Delaware limited liability company
By: _ (I
Ron J. Hoyl, its Vice President
The foregoing instrument was acknowledged before me on this �.�L�_.day of w
2016 by Ho Ron J. 1, as the Vice President of RP ORANGE BLOSSOM OWNER, .L.C., a
y
Delaware limited liability company, on behalf of the company, who is L L -I personally known to
me or f 1 produced as identification.
,F..v PUQce M. K, BEAVANS
* NOTARY PUBLIC
STATE OF TEXAS
dOF PS MY COMM. EXP. 03/27/19
Page 2 of 4
Notary Public:
Printed Name: AA9JVbMVa V,�5
My Commission Expires: 3 WU
a0
O
Signed, Sealed and delivered
Si nature
,=,J , f- �-�v k I S
Print Name
&90�—
Signature
a C1'aa
Print Name
STATE OF M1 p R
COUNTY OF OLUFE
THE RANCH AT ORANGE BLOSSOM
MASTER ASSOCIATION, INC. a Florida
Not-for-profit corporation
By:
AiT66ny P. Solomon, its President
The foregoing instrument was acknowledged before me on this '/4k day of S�--_.Y
2016, by Anthony P. Solomon, as the President of THE RANCH AT ORANGE BLOSSOM
MASTER ASSOCIATION, INC., a Florida not-for-profit corporation, on behalf of the company,
who is [A personally known to me or [_] produced as
identification.
[SEAL] Notary Public 7YL
Printed Name: R J11 Al Be-/ r 7-z>",/
PHYLLIS M. BRITTON
Aao
Commission#FFM736 My Commission Expires: �— 9 Expires April 7, 2020
SwWa Tit Troy FWn Mawr 900 X67019
Page 3 of 4
4")
0
BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, a
political subdivision of the State of Florida
By:
Printed Name: Dot,r,a. F: a (a
Its: CV%c�; rnnq/1
ATTEST:
DWIGHT E. BROCK CLERK
Approved as to form and legality:
By: A "0/4(//(o
Printed Name: S c, a4 - A.
Title:
Page 4 of 4
a
0
Exhibit "A"
Easement Property
arraco www.barraco.net
and Associates, Inc. Civil Engineers, Land Surveyors and Planners
EXHIBIT "A"
DESCRIPTION OF LAKE MAINTENANCE
AND DRAINAGE EASEMENT TO BE VACATED
Parcel in
Section 13, Township 48 South, Range 27 East,
Collier County, Florida
A tract or parcel of land lying in Section 13, Township 48 South, Range 27 East, Collier
County, Florida, being all of a Lake Maintenance and Drainage Easement described in that
certain instrument recorded in Official Records Book 3989, at Page 4175 of the Public
Records of Collier County, Florida and being more particularly described as follows:
Beginning at the Westerly most corner of Tract "L-3" of the record plat of
"ORANGE BLOSSOM RANCH PHASE 1A" as recorded in Plat Book 45, Pages
58-61 of the Public Records of Collier County, Florida run Northwesterly along
an arc of a curve to the left of radius 1,340.00 feet (delta 00°51'48") (chord
bearing N28°37'50"W) (chord 20.19 feet) for 20.19 feet; thence run
N53°31'52"E along a non -tangent line for 502.58 feet to a point of curvature;
thence run Northeasterly along an arc of a curve to the left of radius 597.50
feet (delta 31°47'11") (chord bearing N37°38'17"E) (chord 327.24 feet) for
331.48 feet to a point of reverse curvature; thence run Easterly along an arc of
a curve to the right of radius 50.00 feet (delta 140°16'57") (chord bearing
S880o6'5o"E) (chord 94.05 feet) for 122.42 feet to a point of reverse curvature;
thence run Southeasterly along an arc of a curve to the left of radius 207.50
feet (delta 72°30'10") (chord bearing S54013'27"E) (chord 245.40 feet) for
262.57 feet to a point of tangency; thence run N89031'28"E for 195.00 feet to a
point of curvature; thence run Northeasterly along an arc of a curve to the left
of radius 207.50 feet (delta 87059'19") (chord bearing N45°31'48"E) (chord
288.25 feet) for 318.66 feet to a point of reverse curvature; thence run Easterly
along an arc of a curve to the right of radius 50.00 feet (delta 138007'41")
(chord bearing N70°35'59"E) (chord 93.40 feet) for 120.54 feet to a point of
reverse curvature; thence run Southeasterly along an are of a curve to the left
of radius 207.50 feet (delta 50°o8'22") (chord bearing S65024'21"E) (chord
175.84 feet) for 181.58 feet to a point of tangency; thence run N89031'28"E for
195.00 feet to a point of curvature; thence run Northeasterly along an arc of a
curve to the left of radius 207.50 feet (delta 46043'55°') (chord bearing
N66009'30"E) (chord 164.59 feet) for 169.24 feet to a point of reverse
curvature; thence run Easterly along an are of a curve to the right of radius
50.00 feet (delta 136°43'55") (chord bearing S68°50'3o"E) (chord 92.96 feet)
for 119.32 feet to an intersection with the Northerly line of said record plat of
"ORANGE BLOSSOM RANCH PHASE 1A"; thence run along said Northerly
line of said record plat the following twelve (12) courses: S89031'28"W for
20.00 feet to a point on a radial curve; Westerly along an arc of a curve to the
left of radius 30.00 feet (delta 136°43'55") (chord bearing N68050'30"W)
Post Office Drawer 2800 • Fort Myers, FL 33902
Phone (239) 461-3170 • Fax (239) 461-3x69
a r r a c® w% w.barraco.net
and Associates, Inc. Civil Engineers, Iand Surveyors and Planners
DESCRIPTION (CONTINUED)
(chord 55.77 feet) for 71.59 feet to a point of reverse curvature; Southwesterly
along an are of a curve to the right of radius 227.50 feet (delta 46°43'55")
(chord bearing S660o9'30"W) (chord 180.45 feet) for 185.56 feet to a point of
tangency; S89°31'28"W for 195.00 feet to a point of curvature; Northwesterly
along an are of a curve to the right of radius 227.50 feet (delta 50°o8'22")
(chord bearing N65024'21"W) (chord 192.79 feet) for 199.o8 feet to a point of
reverse curvature; Westerly along an are of a curve to the left of radius 30.00
feet (delta 138007'41") (chord bearing S70035'59"W) (chord 56.04 feet) for
72.32 feet to a point of reverse curvature; Southwesterly along an arc of a curve
to the right of radius 227.50 feet (delta 87°59'19") (chord bearing
S45031'48"W) (chord 316.04 feet) for 349.37 feet to a point of tangency;
S89031'28"W for 195.00 feet to a point of curvature; Northwesterly along an
arc of a curve to the right of radius 227.50 feet (delta 72°30'10") (chord bearing
N54013'27"W) (chord 269.05 feet) for 287.88 feet to a point of reverse
curvature; Westerly along an arc of a curve to the left of radius 30.00 feet
(delta 140016'57") (chord bearing N880o6'50"W) (chord 56.43 feet) for 73.45
feet to a point of reverse curvature; Southwesterly along an arc of a curve to the
right of radius 617.50 feet (delta 31047'11") (chord bearing S37°38'17"W)
(chord 338.20 feet) for 342.57 feet to a point of tangency and S53031'52"W for
505.33 feet to the POINT OF BEGINNING.
Containing 1.15 acres, more or less.
Bearings hereinabove mentioned are State Plane for the Florida East Zone (1983/NSRS 2007)
and are based on the Northwesterly line of the Tract "L-3" of the record plat "ORANGE
BLOSSOM RANCH PHASE 1A", as recorded in Plat Book 45, Page 58, of the Public Records of
Collier County, Florida, to bear S53°31'52"W.
Scott A. Wheeler (For The Firm)
Professional Surveyor and Mapper
Florida Certificate No. 5949
U\23218 - Orange Blossom Ronto\Surveying\Description\232t8SKi5.doc
Page 2
0
R=50.00' d=140° 16'57" L=122.42'
CH=S88006'50"E 94.05'
1?=30.00'd=14001657" L=73.45'
C1f=N88°06'50"W 56.43'---
R0340.00'
6.43'
LAKE U41NTERANCE 8 DRAINAGE EA
(O.R. 3989, PG. 4175, C.C.R.)
R=107.50'd=50°08'22" L=181.58'
CH=S65°24'21"E 175,84'
R=50,00' d=138°07'41 " L=120.54'
CH=N70035'59"E 93.40'
R= 30.00' d=138° 07'41 " L=72.32'
CH=S70°35'59'W 56.04'
R=207.50' R=207.50'
L=262.57' L=318.66'
d-72°30'10" d=87059119"
R=50.00'd=136°43'55" L=119.32'
C1f=S68°50 30"E 92.96'
R=30.00'd=136043'55" L=71.59'
CH=N68050'30"W 55.77
R=207.50'd=46°43'55" L=169.24' �L (,
CH=N66°09'30"E 164.59'
195.00'
N89031'28"E
' � l' -
/?--227.50'.7
R=597.50'd=3i°47'11"L=331.48' C8=S54°1327"E C8=N45°3148"ES89°31'28"W
CH=N37°38'17"E 327.24' 0245.40' 0288.25' L=199.08'195.00'
195.00' d=50°08'22
R=617,50'd=31 °47'11 " L=342.57' C8=N65°24'21 "W
CH=S37°38'17"W 338.20' R=227.50' N89°31'28"E 0192 79 �-
L=287.88' S89°31'28"W AREA = 1.15 AC. d=72°30'10" 195.00' R=227.50 1- r
CB=N54 13 27"W Tract "L-3 " L=349.37 R=227.50
AV
CD=269.05' iLAKE. D.E 8 L A1.E.)!H d=87°59'19" L=185.56
8=1340.00'
L=20.19'
d=0°51'48"
C8=N28°37'50'W
CD=20.19'
W moo.
i
-,` • � 1 a
214
POINT OF
i'-
BEGINNING,l
2.
3.
4.
Westerly Most
Corner
-
\\\
of
opI
E
\
Tract '1-3"
. ' Qay
168-
Tract "E"
L.0 - DENOTES LAKETownship
.� (P.ECREATIeh AS' -
' o mna
1
6.
ma
- C8=S45°3148"W d=46°43 55
0316.04' CB=S66009 30"W
2111 - - - 208 ,07 � \ 160 0180.45'
'06
161
205 ]t - 20'L. RE. B0E (9
162
"Orange Blossom Ranch Phase lA"--�
-(P.B. 45, PG. 58, C C.R.)
�0 TI )1 , bt NOTES:
J
S89°3128"W
20.00"
1
arraco I
w .bw comet
RONTO
GROUP
].SS,eC�ES"OEM aSOUM
IFS.
vwcno"%u
c A Parcel of Land
1 S7 I 4 inSectionSection 13.
Township 48 South
Ito.. -_;U Range 27 host,
Collier Counq,
Florida
1. ALL DISTANCES SHOWN ARE IN FEETAND DECIMALS
+OI 166
'1'" SE I/4
Section 131
16'
2.
3.
4.
THEREOF.
D.E.- DENOTES DRAINAGE EASEMENT
1.E. -DENOTES IRRIGATION EASEMENT.
L.B.E. -DENOTES LANDSCAPE BUFFER EASEMENT.
48 South,
799
168-
5.
L.0 - DENOTES LAKETownship
6.
O.R.E DENOTES OFFICIAL RIECORD BOOK COLLIER
�f East
Range 2 / li ast
.u' (P) I Heydon 0
Circle
._
7.
COUNTY PUBLIC RECORDS.
(P) - DENOTES PLAT.
230, 237 z
d
(!'13171372133
I! 131 . 132 133
B.
9.
P.B. -DENOTES PLATBOOK.
PG. -DENOTES PAGE.
,THIS IS NOT A SURVEY =- 10. P.U.E- UTILITY EASEMENT.
EUTILITYCO
9 11. O.U.E. -DENOTES ORANGE TREE UTILITY COMPANY
N a Tract "A-3" EASEMENT.
(P.O.W. AE,O.UE., RUE. T.U.E., I.F. B D-E.)(P) 12. BEARINGS AS SHOWNARE STATE PLANE FLORIDA
EAST ZONE (NAD1983 (NSRS 2007)) ARE BASED ON
WE '"%r' THE NORTHWESTERLY LINE OF TRACT 2.3'AS
SCOTT A. WHEFLER (FOR THE FIRM - LB -6940) DATE SIGNED: SHOWN ON THE RECORD PLAT OF *ORANGE
S PROFESSIONAL .SURVEYOR AND MAPPER BLOSSOM RANCH PHASE 1A' RECORDED IN PLAT
FLORIDA CERTIFICATE NO. 5949 BOOK 45. PAGE 58, COLLIER COUNTY RECORDS, TO
�- 'GO 0° BEAR S53'31'52'W.
SCALE IN FEET NOT VALID W'THOUT THE SIGNATURE AND THE ORIGINAL 13. DESCRIPTION IS ATTACHED.
RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER,
a
SKETCH TO
ACCOMPANY
DESCRIPTION
30F3
0 0
o r:
N r-1
DEVELOPER AGREEMENT
ORANGE BLOSSOM RANCH
THIS DEVELOPER AGREEMENT (hereinafter referred to as the "Agreement") is made
and entered into this "4 of 2007, by and between The Bryan W. Paul
Family Limited Partnership, a Florida limited partnership, (hereinafter referred to as "Paul"), and
Pulte Home Corporation, a Michigan corporation (hereinafter referred to as "Pulte"), collectively
referred to as the "Developers," and Collier County, Florida, a political subdivision of the State
of Florida (hereinafter referred to as "County"). All capitalized terms not defined herein shall
have the same meaning as set forth in the Collier County Consolidated Impact Fee Ordinance,
Ordinance No. 2001-13, as amended.
RECITALS:
WHEREAS, the Orange Blossom Ranch MPUD was adopted by the County by
Ordinance No. 2004-74 on November 16, 2004 (PUD); and
WHEREAS, Developerswaw t ti iA
A
ownership or control with respect to'--* t (ions of the `1
which are the subject of this DeYelef Agreement; and
WHEREAS, LDC Se6tiop 10'02"D77C 4 r(
County Commissioners, any" appltc rr sh��e�t
with Collier County pursuant to fhelprAsilon0'
._
acceptable to the Board oi, C
development order and/or a c "kicate of public faci
agreement shall be to bind thi�,prties pursuant to t
agreement and the certificate oubl c facility adec
facilities are available to serve the ed develc
the development occur on the public fa it"t"
the County that they have full
.hin the PUD (the 'Development")
that \,`Up'on approval by the Board of
�ceble development agreement
53 240--)63.3242 or other agreement
!,.dn�Ur�-tiitpn with the approval of a
,4uad 'the effect of the development
its Oicf conditions of the development
to insure that adequate public
4 urrent with when the impacts of
WHEREAS, the Developers are willing to grant the County certain benefits which the
County acknowledges exceeds $2,200,000 in exchange for the issuance of certificates of public
service adequacy; and $450,000 in road impact fee credits; and
QK
WHEREAS, the County is willing to enter into this Agreement in order to facilitate the
building of Oil Well Road; and
0
WHEREAS, the Transportation Administrator has recommended to the Board of County
Commissioners that the conveyance set forth in this Agreement (hereinafter referred to as the
"Proposed Plan") is in conformity with contemplated improvements and additions to the
•.tam
County's transportation network; and
WHEREAS, after reasoned consideration by the Board of Commissioners, the Board
finds and reaffirms that:
Rev. 10/24/07
OR; 4322 PG; 2788
a. The subject Proposed Plan is in conformity with the contemplated improvements
and additions to the County's transportation system;
b. Such Proposed Plan, viewed in conjunction with other existing or proposed plans,
including those from other developers, will not adversely impact the cash flow or
liquidity of the County's road impact fee trust accounts in such a way as to
frustrate or interfere with other planned or ongoing growth -necessitated capital
improvements and additions to the County's transportation system; and
C. The Proposed Plan is consistent with both the public interest and with the
comprehensive plan, including the most recently adopted five-year capital
improvement program for the County's transportation system, the Long Range
Transportation Plan and complies with the requirements of the Collier County
Consolidated Impact Fee Ordinance.
WITNESSETH:
NOW, THEREFORE, in const etatib
valuable consideration exchanged"J gs� the
contained herein, the parties agreed ollows:
1. All of the
incorporated herein by ref
ars ($10.00) and other good and
in consideration of the covenants
and correct and are hereby expressly
2. Pulte has recor0c4A,ie Plat of Orangeikbi, s6m,"Rfiich Phase IA in Plat Book 45,
pages 58 through 61 and the Plat-'Ofrange Blossom Rajtz:lae 113 in Plat Book 75 Pages 67
through 71 which Developers wa 4_"m represent wil It in sufficient drainage easements
and rights to County so that the T?egrnnty.provide water quality treatment and
attenuation for storm water run-off in perpetuity Uehn the portion of Oil Well Road Right of Way
adjacent to the Development and an additional 21 acres of Oil Well Road Right of Way that does
not transverse the Development, within the water management system constructed by Pulte as
part of the Development. As set forth in Exhibit A, Pulte, Paul, a successor Homeowner's
Association, Property Owner's Association, successor developer(s) or the County will agree to
maintain the drainage system in perpetuity. County acknowledges that the water quality
treatment and attenuation provided by Pulte is equal to 10 acres of wet detention, resulting in a
savings to the County of at least $2,200,000.
3. The County acknowledges that Pulte and Paul have provided all off-site
transportation related improvements required by the PUD. If additional turn lanes, not installed
as of the date of this Agreement, are proposed by Pulte or Paul, Pulte or Paul shall be obligated
to pay for their respective additional turn lane serving the PUD. However, Pulte or Paul is not
required to construct additional turn lanes. Pulte and Paul and their successors in interest shall
be responsible for 100% of the costs for signalization if and when any access points meets
Page 2 of 8
OR: 4322 PG: 2789
warrants. Pulte and Paul's (or their successors, as applicable) responsibilities for the percentage
of the costs are determined as follows:
(a) Fifty percent (50%) of the costs shall be paid by Pulte for traffic into that
portion of the PUD south of Oil Well Road.
(b) The remaining fifty percent (50%) shall be paid by Paul and Pulte for
traffic into that portion of the PUD north of Oil Well Road with each
party's obligation determined by a fraction, the numerator of which is the
average daily flow of traffic onto that party's property on the north side of
Oil Well Road and the denominator of which is the combined average
daily flow of traffic of all traffic onto all property in the PUD on the north
side of Oil Well Road, with the average daily flow projected as of the date
of signalization by an engineer acceptable to Paul and Pulte. However, the
50% costs for signalization shall be prorated if Collier County parks
access is provided through the PUD.
4. Paul shall convey to ih �a{ �?t non-exclusive drainage easement
thirty (30) feet in width to allow the r to install -draiTfage pipe or drainage ditch within the
County Maintenance portion f water management ssiern,, as shown on Exhibit A. In
addition to the permanent draiagea€�rrit, Phl provide a dirty (30) feet wide temporary
construction easement east of and cont ous,wrth t o perman6nt drainage easement. The
temporary construction ease ner ] t f ,�6, ` r y!corbpletes construction. In the
event the County requires a six (0) ee v rd raid ri� f way !as contemplated by Section
6.8A of Ordinance 04-74, Pa � 1� r pts, cb� ' and,�r rd, ll no cost to the County, as the
right-of-way, the property nrx which the perm�ent draifi easement and temporary
construction easement are to thereby vesting rage Cortytrtle to a strip of land that is
sixty60 feet in width. Such c � nce shall be b statuto
( ) � y , arranty Deed acceptable to the
County free and clear of any encrnus that as a.Nmtof law and pursuant to their terms
can be removed by the payment of�n aid ah�eI "Ii�irances over which Paul has control
and can be removed by Paul without the jbirisent of any third person. The Developer
will assist the County in its efforts to obtain the necessary releases and/or subordinations. The
strip thirty feet wide which was the permanent drainage easement will, therefore, upon any such
conveyance be within the road right-of-way. Any deed given to convey right-of-way to the
County for a road as provided in this paragraph shall provide that if alternative access to Oil
Well Road is obtained from outside the boundary of Orange Blossom Ranch, as contemplated by
Section 6.8A of Ordinance 04-74, the portion of the road right-of-way that was formerly the land
burdened by the temporary construction easement (the east 30 feet of the road right-of-way) shall
be abandoned and/or vacated or at the request of Paul conveyed to Paul or its designee for no
consideration. The permanent drainage easement and the temporary construction easement are
depicted in Exhibit B. Pulte shall prepare the legal description for the permanent drainage
easement and temporary construction easement at no cost to the County.
5. Pulte shall diligently pursue a modification of its SFWMD permits and attempt to
obtain staff approval by February 1, 2008, to allow for the storm water from Oil Well Road to
utilize its property. The improvements to be permitted and constructed if required by permit
Page 3 of 8
OR: 4322 PG: 2790
shall include a temporary ditch within Paul or Pulte property, shown as 4A2 on Exhibit A, a
permanent pipe (approximately 245 LF, connecting to the 93 +/- Acre Lake from The Ranch at
Orange Blossom Ranch Community) and control structure.
6. Within 120 days of the Effective Date of this Agreement, Pulte shall make a
payment in lieu of constructing sidewalks within Oil Well Road right-of-way in the amount of
$250,000.00 as full satisfaction of all sidewalk requirements of the PUD for roadways other than
roadways internal to the PUD
Benefits to Developers
7. Upon payment of the sum set forth in paragraph 6, Pulte shall receive the sum of
$450,000 in Road Impact Fee credits and receive a Certificate of Adequate Public Facilities
("Certificate") vesting the Development to construct fifty dwelling units for the purposes of
meeting the County's Transportation Concurrency requirements. A copy of the Impact Fee
Ledger, setting forth the amount of Impact ,Fee—Credits granted pursuant to this Agreement, is
attached as Exhibit C. The credit fear R,0 4-11 �'es,�identified herein shall run with the
Development and shall be reduced � `� --entire amoun 6 h Road Impact Fee due and may
be applied to the payment of I��lipact Fees due at the"ti e of Plat Approval or for each
Building Permit issued thereon untt-� re Develop en�proje6' is either completed or the credits
are exhausted or otherwise ono tongs"faille, or have been ssigned by operation of or
pursuant to an assignment it�0 1iPg duction in the Road Impact
Fees shall be calculated based or th arr ou t f �anZ Fee in effect at the time of Plat
Approval or the Building Perrrtit� e ',,T -he q wits se�t1f9hilieroin shall be applied solely to
Road Impact Fees, and shati,n t offset, diminish or reduce Ori j6ther charges, fees or other
Impact Fees for which the Dver, its successors ��sska ire responsible in connection
with the development of their l�a ��It is expressly uriderstothat the Impact Fee Credits will
be utilized at time of Plat Approv0,,ib,„tie order in uilding Permits are reviewed by
the Impact Fee Administration, irr�se�f��1� Developer assigns all or part of the
Development.�m
8. Upon completion of the temporary ditch and approval of the SFWMD permit
modification described in paragraph 5, Pulte shall also receive a Certificate vesting the
Development to construct 130 dwelling units for the purposes of meeting the County's
Transportation Concurrency requirements; and Paul shall receive a Certificate vesting the
Development to construct 48,000 square feet of retail development for the purposes of meeting
the County's Transportation Concurrency requirements. Issuance of these Certificates, however,
will not relieve either Pulte or Paul from their respective obligation to pay road impact fees for
these units.
9. This Agreement shall not be construed or characterized as a development
agreement under the Florida Local Government Development Agreement Act.
10. The burdens of this Agreement shall be binding upon, and the benefits of this
Agreement shall inure to, all successors in interest to the parties to this Agreement. Upon giving
written notice to the County, Developer may assign all or part of the Road Impact Fee Credits,
Page 4 of 8
OR: 4322 PG: 2791
utilizing the County's then current form of assignment, to successor owners of all of part of the
Development, or as otherwise provided for in the Collier County Consolidated Impact Fee
Ordinance.
11. Developer acknowledges that the failure of this Agreement to address any permit,
condition, term or restriction shall not relieve either the applicant or owner, or its successors or
assigns, of the necessity of complying with any law, ordinance, rule or regulation governing said
permitting requirements, conditions, terms or restrictions.
12. In the event state or federal laws are enacted after the execution of this
Agreement, which are applicable to and preclude in whole or in part the parties' compliance with
the terms of this Agreement, then in such event this Agreement shall be modified or revoked as
is necessary to comply with such laws, in a manner which best reflects the intent of this
Agreement.
13. Except as otherwise provided herein, this Agreement shall only be amended by
mutual written consent of the parties hereto- ®r by their successors in interest. All notices and
other communications required or tt l irO_ur*�� all be in writing and shall be sent by
t,
Certified Mail, return receipt requesr; by a nation "gnized overnight delivery service,
and addressed as follows:."
To County:
y
Collier County Transporiati ,,
2885 S. Horseshoe Drive
Naples, Florida 34112 u..
Attn: Norman E. Feder, AI +
Transportation Division Admijhfistrator
Phone: (239) 774-8872
Facsimile: (239) 774-9370` s„Y
To Mvelop�--
Pte'`I�` Corporation
� Ri h rrd 1 d ormick
9249 Est ro Par sCommons Boulevard
Est , FL 311
TheN,B6akW. Paul Family Limited
1?�te�hjp
$ox 2357
Highway 78-A
LaBelle, FL 33935
Notice shall be deemed to have been given on the next successive business day to the date of
the courier waybill if sent by nationally recognized overnight delivery service.
14. Developer shall execute this Agreement prior to it being submitted for approval
by the Board of County Commissioners. This Agreement shall be recorded by the County in the
Official Records of Collier County, Florida, within fourteen (14) days after the County enters
into this Agreement. Developer shall pay all costs of recording this Agreement. The County
shall provide a copy of the recorded document to the Developer upon request.
15. In the event of a dispute under this Agreement, the parties shall first use the
County's then -current Alternative Dispute Resolution Procedure. Following the conclusion of
this procedure, either party may file an action for injunctive relief in the Circuit Court of Collier
Page 5 of 8
OR: 4322 PG: 2792
County to enforce the terms of this Agreement, said remedy being cumulative with any and all
other remedies available to the parties for the enforcement of this Agreement.
16. Any future reimbursement for excess credits shall come from future receipts by
the County of Road Impact Fees. However, no reimbursement shall be paid until such time as all
development, as defined by the County Manager or his designee, at the location that was subject
to the credit has been completed. Such reimbursement shall be made over a period of five (5)
years from the completion of the Development.
17. An annual review and audit of performance under this Agreement shall be
performed by the County to determine whether or not there has been demonstrated good faith
compliance with the terms of this Agreement and to report the credit applied toward payment of
road impact fees and the balance of available unused credit. If the Collier County Board of
Commissioners finds, on the basis of substantial competent evidence, that there has been a
failure to comply with the terms of this Agreement, the Agreement may be revoked or
unilaterally modified by the County.
18. This Agreement is coda
5
number PUDEX-2007-AR-1148
^y approving PUD Extension petition
ALL
Page 6 of 8
OR: 4322 PG: 2793
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be executed
by their appropriate officials, as of the date first above written.
Attest:
DWI 'E:13ROWA,•Clerk
:.. ` tY
B i
u�ty Clerk
s�iiii
ApI
and
JeffreY tzkow
Chief is t County
V
/ 3
AS TO DEVELOPER PUL
,9
Signed, sealed and
delivered in the presence of:
u
Signature l
ZCt9A20
Print12�7
ignature
Printed Name
STATE OF FLORIDA
COUNTY OF COLLIER
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By: 1.11,4,4".�.110,5141zlz
jAKEs COLE rman
xON
i
Pulte
a Michigan Corporation
Printed Name: IRI c I^ A r d N. M Co r+-• k -
Title: A-c'ca/sraty - ; - T AC -T
The foregoing instrument was acknowledged before
of �, ,bar- , 2007 b AA -"r - ck. , as A4+-,-
Home
4+-,-Home Corporation who is personally known tom or has produced
as identification.
Page 7 of 8
me this tCl day
,C4- - Pic t of Pulte
.Y`XYA CHRIMELSPELLMEYER
MY COMMISSION * DD523935
8 EXPIRES: March 1, 2010
14100 -3 -NOTARY FL Notal D smmt Assoc. Co.
AS TO DEVELOPER PAUL
Signed, sealed and
delivered in the presence of:
Signature
Printed Name
Signature
Printed Name
OR; 4322 PG; 2794
Notary Public
Print Name: (� .h v 1 s A -e,
My Commission Expires: 2010
The Bryan W. Paul Family Limited Partnership
a
STATE OF FLORIDA `
COUNTY OF COLLIER
The foregoing instant was
of , 2007, by
W. Paul Family Limited Partn h p, X04
as idents&
By:
Printed Name:
f\exk vale-
knowlW ed °b' e me this day
of The Bryan
is person !�.known to me or has produced
Notary Public
Print Name:
My Commission Expires:
Page 8 of 8
AS TO DEVELOPER PAUL
Signed, sealed and
k
ame
STATE OF FLORIDA
COUNTY OF e6hhw�
The foregoing instr�'
of . , 2007, by a4
W. Paul Family Limited Pai
as
—-——————----
NANCY w KD
. Nokwy Pubic - Skft
�• Commkdon * DDbnded SyNo vel N
was
OR: 4322 PG: 2795
Notary Public
Print Name:
My Commission Expires:
The Bryan W. Paul Family Limited Partnership
By: L �A' -=�
Printed Name:
� � w,
knowle�e this 20 day
as a.( nkfhex- of The Bryan
is xzersnay*m. known to me or has produced
Notary Public
Print Name: ke"k
My Commission Expirel- I& - Ig - c-, ti
Page 8 of 8
-4I
93 ACRE LAKE
(FUTURE DEVELOPMENT)
I `NOTA
OR: 4322 PG: 2797
ORANGE BLOSSOM
RANCH PHASE
2A
11
ORANGE BLOSSOM;
y
RANCH PHASE
I
3A1 & 4A1
I K
(PROPOSED)
FUTURE'
COMMERCIAL `
AREA
– – – – – – _ _ OIL WELL ROAD—
�sORANGE BLOSSOM
RANCH PHASE
1A
LL
i 1• y
N
0. 250' w.
XAX I • - 500•
Q. GRAD Y MINOR & ASSO CIA TES, P. A. EXf lBIT W - SITE MAP DRA env BY->- ig
r
CIVIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSCAPE ARCHITECTS JOB CORE OBPHLDix
BONITASPRINGS ■ FORTMYERS ■ NORT7NPORT A PARCEL OF LAND LOCATED IN SCALE' I` - 500 j'
3800 NA DEL R£Y 11940 FAIRWAY LAKES DR. 7562 COMMERCE PKWY. CHECKED BY. S
80NITA gAYNG� FL 34134 FT. MYERS, n 33913 NORTH PART, fL 34289
239 947-1144 239 690-4380 941 426-5856 SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EAST DATE AUGUST, 200
a0nmen�c car, it ma m mist suv►cw CIPT or 70m, to a 051 L#Cr- Aft OUSKU iV COLLIER COUNTY, FLORIDA FILE NAME` B-3474-3
www rad inor. com FILET I or I
P.O.B.sw\\
PARca 'JCA' y[ l
4 PROI°ERTY A - 77,086 SO. FT. OR 1.770 ACRES, MORE OR LESS.
t ar'
..;
3 �w
EXHIBIT "8"
G'
N PROPERTY DESCRIPTION
A 30.00 FOOT MIRE LIRA/NACE £ASfb£NT LOCA IED IN SECTION 1,L TOMNSW 48 50unt RANGE 21
—150'
EAST, CaLIER COUNTY, RCAYDA BONG MORE PARXIAARLY DE'SOWD AS FOLLOWS'
COMOCE AT THE 5OUTNNEST CORNER OF 1N£ SOU1T#AST QUARTER OF S£C11AN u IONNSWP 4B
SOV 1N, RANGE 27 EAST, Ca LIER COUNTY, flaWA. THENCE RCM/ NORTH 00701419' NEST, ALONG EAST
0' TDO' gp' LAVE v INE' SOUIHNEST OUARTER OF SAID SECTION l k FOR A D(STANCE OF 5600 FEET TO A PC>wVT
- — — —
SCALE 1 • = 200• AV THE NORM RKiTT Cly WAY LOW OF C.R. 85d ALSO KNONN AS 01 NELL RAM (IDV' R1O'TT OF
60' WAY), THE SAME BE7NG A PAwVT AV 1)# SOUTH LME Cr< PARCEL '!A' AS REGARDED DIV Q'i>OAL
RECORDS BOOK 2895 AT PACES 2664 THROUGH 2067. OF 1W OFFTOAL RECORDS OF COLLAER COUNTY,
FLARIDA• THENCE RUN SOUTH 893535' NEST, ALOVC SAAR SOUTH LAC FOR A DISTANCE OF 1651.95 . •-
30' IXtAlNAOE
30' TEMPORARY FEET TO DIE PgNT OF BED>fI we OF TH£ PARCEL Ar LAAD AEREAV DES D,• nENCE RLAN WHY
EASEMENT
CANSIRUCIIDIV 007946 NEST, FAR A DISTANCE OF 2569.52 FEET,• ##NCE RUN NORTH 8930'14' EAST, FAR A
I EASEMENT DISTANCE OF 3660 fEFT.- THENCE REW SOUTH 007946' EAST, FOR A DISTANCE CIF 2,569.57 TO A
�,
_150,
POINT ON 1W NORTH RIGHT LY WAY LINE OF CR. 858, ALSO KNOW AS 6t NEL[ ROM (100' RIGHT
p
p OF WAY), THENCE RUN SOUTH 893535' NEST, ALONG SAAO NORTH RK21T OF WAY LAME FAR A
p
O DISTANCE mw FEET TO AVE Pow of KGmm O INE PARCEL AF LAAID HER£AV DESCRIBED,
9
CaVTA#AG 77,086 S0. FT. OR 1.770 ACRES AADIIf OR LESS
m
m
A
NOTES
p
AA
• 1. BEAWS SHOW IkWaV REFER TO THE SOUTH UAE OF aC SOVINNEST WARIER Or SfCnOlV bx _..
70WVSWP 46 SOUTH, RANGE 27 EAST, CaL£R COUNTY, FLORIDA, AS "G S 8935'35 W.
2 DVIIEN-gays SHONW HEREON ARE IN UNTIED STATES SURVEY FEET AW DEO&WS A+ER£Ow:
N i WS MaPERTY IS Sb"CT TO EA N75 RESERVAODIVS AND/AR RESTRICTIONS OF REGARD.
P.O.B.sw\\
PARca 'JCA' y[ l
4 PROI°ERTY A - 77,086 SO. FT. OR 1.770 ACRES, MORE OR LESS.
t ar'
..;
3 �w
75' TWD£ ADDITIONAL --1
OIL WELL ROAD RIGHT OF WAY
S 89035'35" W
' LI E x RI
G'
UO'14' E
30 R
75' TWD£ ADDITIONAL --1
OIL WELL ROAD RIGHT OF WAY
S 89035'35" W
SITEMAP
"r IV saw
SOUTH LAVE OF PARCEL 'IA'
(aR. BOOK 2895 PCS 2064-2067)
1051.95'
S LW SE 1L SEC 0-48=27 _ _ . _ .. _o
_ S 0:�:xS' W (aEMi'M BASS) O
*NOTA SURV
SKETCH do LEGAL DESCRIPTION
A PORTION OF TIIE PARCEL LV
(OFMIAL RWORDS BOOK 2895, PAGES 2084-2089)
SECTION 15R 7VWNSXIP 48 SOUTIL RANGE 27 EAST
COLLIER COUNTY, FLORIDA
OIL WELL ROAD (C.R 858)
(100' RIGH T - OF- WAY)13 13
P.O.C. l""�-24 124
FNO NAIL &INV TAB
SW CCR OF SE 1/4
Ey* SECGCii 13-48-27
O. IdTADY A/A1KlR AAV ASSOCTA Mx PA
SCAED 640-0i
• P.SAL p"
el;sumw V. [ifAPC SS STAIF OF aOlWA
Q. GRAD Y MINOR & ASSOCIATES, P. A.
CIVIL EIVGLNEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSCAPEARCH17EM
BONITO SPRINGS ■ FORTMYERS ■ NORTHPORT
.3800 NA DQ REY 11940 FAIRWAY LAKES OR. 2562 COMMERCE PKWY.
BONITA SPRINGS, FL 34134 FT. MYFRS, FZ 33913 NORTH PORT, FL 34289
(239) 947-1144 (239) 690-4380 (941) 426-5856
09?r ZF AURL LB M151 SUPIEW CERT. X AUN LO
LV 2SAtA M
JOB COM OBBPLD
SCALE I' - 200•
CHECKED BY SVB
DATli AVGLGT. 2009'
FILE N"&% 8-3474-3
SIlEET 1 Of 1
0�0
BEE=
I I
lummi
SITEMAP
"r IV saw
SOUTH LAVE OF PARCEL 'IA'
(aR. BOOK 2895 PCS 2064-2067)
1051.95'
S LW SE 1L SEC 0-48=27 _ _ . _ .. _o
_ S 0:�:xS' W (aEMi'M BASS) O
*NOTA SURV
SKETCH do LEGAL DESCRIPTION
A PORTION OF TIIE PARCEL LV
(OFMIAL RWORDS BOOK 2895, PAGES 2084-2089)
SECTION 15R 7VWNSXIP 48 SOUTIL RANGE 27 EAST
COLLIER COUNTY, FLORIDA
OIL WELL ROAD (C.R 858)
(100' RIGH T - OF- WAY)13 13
P.O.C. l""�-24 124
FNO NAIL &INV TAB
SW CCR OF SE 1/4
Ey* SECGCii 13-48-27
O. IdTADY A/A1KlR AAV ASSOCTA Mx PA
SCAED 640-0i
• P.SAL p"
el;sumw V. [ifAPC SS STAIF OF aOlWA
Q. GRAD Y MINOR & ASSOCIATES, P. A.
CIVIL EIVGLNEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSCAPEARCH17EM
BONITO SPRINGS ■ FORTMYERS ■ NORTHPORT
.3800 NA DQ REY 11940 FAIRWAY LAKES OR. 2562 COMMERCE PKWY.
BONITA SPRINGS, FL 34134 FT. MYFRS, FZ 33913 NORTH PORT, FL 34289
(239) 947-1144 (239) 690-4380 (941) 426-5856
09?r ZF AURL LB M151 SUPIEW CERT. X AUN LO
LV 2SAtA M
JOB COM OBBPLD
SCALE I' - 200•
CHECKED BY SVB
DATli AVGLGT. 2009'
FILE N"&% 8-3474-3
SIlEET 1 Of 1
6
a
N
N
M
cr
I
Ll EXHIBIT "B"
V✓
PROPERTY DESCRIPTION
I> N A 30.00 FOOT INCE 7EAIPQPARY CANSTRUCAQN EASEMENT LOCA IED IN S£CRON 1.A TONNg1fP 48
2
SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARMALARLY DESCRIBED AS
_l50'
I / FOLLOWS
ICOMOVX
A T THE SOUIHNEST CARVER AF TFNE' SOUTHEAST QUARTER or SECROIV 13, TONNSMP
48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN NORTH 0070'49" HEST,
SEE
0.' , FAQ A DISTANC: OF 50.00 FEET TO A PANT ON INC NAR IN RIGHT OF WAY LAC OF CR. 8581
ALSO KNONN AS OIL NUL ROAD (100' RIM OF WAY), THE SAME BENG A PONT ON THE SOU IN
SW: I- - 200' -IA'
60, UNE OF PARCEL AS RECORDED N OFMAL RECORDS BOOK 2895, AT PAGES 2064
THROUGH 2067, OF THE OFMAL RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN SOUTH
8935'35" NEST, ALONG SAID SOUTH UNE, FOR A DISTANCE OF 1021.95 FEET TO A POINT 3000
30' ORANAGE
30' TEMPORARY FEET EAST OF THE SOUTHNEST CARVER OF SAID PARCEL "lA . IH£ SAME EENG 1FIf Pmr or
EASEMENT
CONSIRUC7700V EEm16IW O' THE PARCEL OF LAND HEREIN DESCRIBED,THENCE RUN NORTH 007946" NEST,
EASEMENT FOR A DISTANCE OF 2569.57 FEfr- IHENCE RUN NORTH 89JO'14" EAST, FOR A DISTANCE OF
---450822.56
FEET' IWNCE RUN SOUTH 33171'11' EAST, FOR A DISTANCE OF 1184 FEET DIENCE RUN
SOUTH 007946' EAST, FOR A DISTANCE OF 2.55795 TO A PANT ON SAA? NORTH RIGHT OF
I
WAY LINE OF C.R. 858,• 7H£nIGE RUN SOUTH 89J5'J5" NEST, ALONG SAID NORTH Wir OF WAY
UNE, FAR A DISTANCE 30.00 FEET TO TME Pmr of am~ or THE PARCEL OF LAND
HEREIN DESCRIBED, CONTAINNNG 77,044 SOFT. OR 1.769 ACRES' MORE OR LESS
NOTES
1. BEARINGS -%iONW HEREON REFER TO THE SOUTH UNE OF THE SOUTHNEST WARIER OF
SECRON 13, TONNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLAQNA, AS WNG S
8935'35" W.
2. OIMENSiONS swmN FIEREAN ARE IN UNITED STATES suR4EY FEET MID DEdMALS THEREOF
I THIS �iY 1S yECT TO EASEMENTS, RESERVA17ONS AND/AR RES7RICRONS OF RECORD.
4� 1Q44�SaFT. OR 1.769 ACRES I
'UETABLEk
V✓
I L N 1
2
L S
L
L4 ""N 6970149"W
75' NIDE ADDITION m�:�vemm
P O,B,,I OIL N£LL ROAD RIGHT OF WAY SOUTH LOVE O` PARCEL *lA
r I (O.R. 8" 289.E PGS 2064-20667)
PARS '1A"—\ S 89'35'35" W 1021.95'
S17EMAP
our A saw
S. Lard SE _!ls sic r.3-448-27
i"�. OIL WELL ROAD (C. R. 858)
_ . _ _ . _ . _o
s d9'ki I AflMi BA95) — o (100' RICHT-AF-WAY) _ 13113
P.O.C. 24 24
FAD NAI d TN TAB
SW COR. OF SE 1/4
`NOTA SURVEY* SECIXW 13-48-27
S1CMH & LEGAL DESCRIPTION 0. OWY MNAR Ano ASSOGTAIM P.A.
l6 -10-a7
A PORTION OF THE PARCEL IN SEED
(OFFICLIL RECORDS BOOK 2891 PAGES 2084-2089)
SECTION 13 TOWNSHIP 48 SOUT14 RANGE Z7 EAST
COLLIER COUNTY, FLORIDA SIfPNE1V V. 8GIP1m
Q. GRADY MINOR & ASSOCIATES, P. A.
CIVIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSC.APEARCFl T19M
BONITA SPRINGS ■ FORTMYERS ■ NORTHPORT
3800 VIA DEL RE 11940 FAIRWA Y LAKES DR. 2562 COMMERCE PKWY.
8AWTA SPRINGS, fL 34134 FT. WERS, fL 33913 NORTH PORT, fL 34289
239 947-1144 239 690-4380 (941) 426-5856
810WWC LE1PT OF AU1H EB WV5151 SUPIENIC COPT. QF AUI1L L8 M151 LAAOSCAFE A617L 8 SAM LV 26 166
www.gradryminor. com
PSA A408
STA IF OF naWA
DRAWN Br JC
JOB CODIi OBBPLD
SCALE: 1' - 'm.
CHECIM BY- SVB
DAM AUGUST, 2007
FILE NAA B-3474-3
SHFAT 1 of 1
.�0
SEE
■ice
S17EMAP
our A saw
S. Lard SE _!ls sic r.3-448-27
i"�. OIL WELL ROAD (C. R. 858)
_ . _ _ . _ . _o
s d9'ki I AflMi BA95) — o (100' RICHT-AF-WAY) _ 13113
P.O.C. 24 24
FAD NAI d TN TAB
SW COR. OF SE 1/4
`NOTA SURVEY* SECIXW 13-48-27
S1CMH & LEGAL DESCRIPTION 0. OWY MNAR Ano ASSOGTAIM P.A.
l6 -10-a7
A PORTION OF THE PARCEL IN SEED
(OFFICLIL RECORDS BOOK 2891 PAGES 2084-2089)
SECTION 13 TOWNSHIP 48 SOUT14 RANGE Z7 EAST
COLLIER COUNTY, FLORIDA SIfPNE1V V. 8GIP1m
Q. GRADY MINOR & ASSOCIATES, P. A.
CIVIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSC.APEARCFl T19M
BONITA SPRINGS ■ FORTMYERS ■ NORTHPORT
3800 VIA DEL RE 11940 FAIRWA Y LAKES DR. 2562 COMMERCE PKWY.
8AWTA SPRINGS, fL 34134 FT. WERS, fL 33913 NORTH PORT, fL 34289
239 947-1144 239 690-4380 (941) 426-5856
810WWC LE1PT OF AU1H EB WV5151 SUPIENIC COPT. QF AUI1L L8 M151 LAAOSCAFE A617L 8 SAM LV 26 166
www.gradryminor. com
PSA A408
STA IF OF naWA
DRAWN Br JC
JOB CODIi OBBPLD
SCALE: 1' - 'm.
CHECIM BY- SVB
DAM AUGUST, 2007
FILE NAA B-3474-3
SHFAT 1 of 1
*** OR: 4322 PG: 2800 ***
EXHIBIT C
DEVELOPER CONTRIBUTION AGREEMENT
ROAD IMPACT FEE CREDIT LEDGER
IMF
Beginning Balancel
$450,000,001
";W11111 I
DATE PERMIT 9 CREDIT AMT
BALANCE COMMENTS
Beginning Balance
$450,000.00
. .... ------
x 3
kx,
\ v-,
'N
- - ------ --- -
THIS DOCUMENT PREPARED BY AND
AFTER RECORDING RETURN TO:
Steven M. Falk, Esq.
Roetzel & Andress, LPA
850 Park Shore Drive, P Floor
Naples, FL 34103
239-649-6200 (IA)
[�L#O A ec2-C1%1i02,
3793060 OR: 3989 PG: 4176
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY. FL
02/28/2006 at 03:44PK DWIGHT E. BROCK. CLERK
RIC FEB 51.50
Retn:
TRANS/STORK WATER
INTEROFFICE
HOPE SCHLAGER
[SPACE ABOVE THIS LINE FOR RECORDING DATA]
LAKE MAINTENANCE AND DRAINAGE EASEMENT
THIS LAKE MAINTENANCE AND DRAINAGE EASEMENT (hereinafter the "Easement")
is made this _ day of October, 2005 between PULTE HOME CORPORATION, as Grantor, whose
address is 9148 Bonita Beach Road, Suite 102, Bonita Springs, FL 34135 (hereinafter "Pulte") and
ORANGE BLOSSOM RANCH NORTH MASTER ASSOCIATION, INC., as Grantee, whose post
office address is 9148 Bonita Beach Road, Suite 102, Bonita Springs, FL 34135 (hereinafter "Master
Association") and COLLIER COUNTY, FLORIDA, a political subdivision of the State of Florida as
Grantee, whose address is 2800 N. Horseshoe Drive, Naples, Florida (hereinafter "Collier County"),
collectively the "Parties" to this Lake Maintenance and Drainage Easement.
WHEREAS, Pulte is the owner of that certain tract of land located in Collier County, Florida
(hereinafter the "Easement Property") described in Exhibit "A" attached hereto and made a part hereof;
and
WHEREAS, Master Association tofto°tion organized under the laws of the
State of Florida, which is required to ftain,...the common"°fig" cif the subdivision to be known and
platted as "Orange Blossom Ranch to th!7/and "Orange BlossomR4 'Phase IA", respectively.
WHEREAS, Collier County/is
record to bind Pulte and the Master Ass6,
WHEREAS, the P
use and maintenance of this
NOW, THEREFORE, it 'd as follows:
1. Pulte, its successors and assigns,-
over and across the Easement Property d&K€itte
maintenance and drainage, with the responsibility
shall have no responsibility for maintenance thereof.
this' Basemen be entered into and recorded of
responsibilities relative to
s1ve easement to Master Association
Exhibit "A" for the purpose of lake
thereof; and to Collier County which
2. No buildings, structures, or impediments of any nature may be constructed, placed or permitted
on, over or across the Easement Property, except for lake maintenance and drainage purposes, without the
consent of Collier County and as may be permitted, in accordance with applicable law, by the agencies of
Collier County and State and Federal governmental agencies.
3. Master Association shall bear the sole responsibility for and cost of the maintenance of the
Easement Property, including but not limited to regular maintenance as may be required by any
governmental agency having jurisdiction relative thereto. The Easement Property shall at all times be
maintained in accordance with applicable code.
4. Collier County shall have the right of access and use of the Easement Property for the purpose of
inspecting and maintaining same. However, Collier County shall have no obligation to maintain the
Easement Property.
5. This Easement shall run with the land and shall be binding upon and inure to the benefit of all
present and future owners of any portion of the property described in Exhibit "A", and their successors
and assigns, and the Master Association, and its successors, assigns, members, agents and employees, it
being the intention of the Parties that this Agreement shall be perpetual.
6. It is acknowledged and agreed that the easements granted under this Easement are not exclusive
easements and shall not limit the rights of Pulte to the use and enjoyment of the Easement Property in a
manner which is not inconsistent with the easement rights granted to herein.
OR; 3989 PG; 4176
7. Nothing contained in this Easement shall, in any way, be deemed to constitute a gift of or
dedication of any portion of the Easement Property to the general public or for the benefit of the general
public, it being the intention of the parties hereto that this Easement shall be limited to and utilized for the
purposes expressed herein.
8. Master Association (the "Indemnifying Party") will defend, indemnify and hold the other Parties
harmless from and against any and all actions, causes of action, claims, demands, liabilities, judgments,
costs and expenses whatsoever (including, without limitation, attorneys' fees at trial and appellate levels),
arising out of or as a result of the exercise or fulfillment by the Indemnifying Party or any individual or
entity claiming by, through or under the Indemnifying Party, of the Indemnifying Party's rights or
obligations hereunder.
9. No Party shall permit (and shall promptly satisfy or bond) any construction, mechanic's lien or
other lien or encumbrance against the Easement Property, if such lien or encumbrance shall arise in
connection with the exercise or fulfillment by such party (or any individual or entity claiming by, through
or under such Party) of its rights or obligations hereunder.
10. The easements granted hereunder, or any covenant, restriction or undertaking contained herein,
may be terminated or amended only by the recording of an appropriate document in the Public Records,
executed by the Parties hereto or their respective successors and assigns. However, the recordation of a
plat of the Easement Property shall not, in the absence of an express recitation therein describing this
Easement with the recording information and expressly providing for its termination or amendment,
terminate or amend this Easement.
11. No waiver of any breach of the provisions hereof shall be construed as, or constitute, a waiver of
any other breach, or a waiver, acquiescence in or consent to any further or succeeding breach of the same.
12. This Easement shall be interpreted
State of Florida.
13. Nothing contained in thisasee
by any third party, to create the �relaione
venture or other association between the 1'
14. In the event a Party brin
the prevailing party shall be en
reasonable attorneys' fees at trial
iced in accordance with the laws of the
�e
cons'trued� either by the Parties hereto or
agent jr t create any partnership, joint
ire nrvisionbf this Fsement against another Party,
._ w.%%
ger its costs ,end epensecluding, without limitation,
levels).' 7V 1W
I
i'�
OR: 3989 PG: 4177
IN WITNESS WHEREOF, Grantor and Grantee(s) have hereunto set their hands and seals this
day and year first written above.
Signed, sealed and delivered
In our presence:
Print Name: Jqf
Print Name: (-'4 „-,1 r,, t, s� -
STATE OF FLORIDA
COUNTY OF LEE
Grantor:
PULTE HOME CORPORATION, a Michigan
corporation authorized to do business in the State
of Florida (SEAL)
By: ZP� , --
Richard McCormick
Its: Agent and Attorney in Fact
The foregoing instrument was acknowledged before me this day of October, 2005, by
Richard McCormick, as Agent and Attorney in Fact for Pulte Home Corporation, a Michigan corporation
authorized to do business in the State of Florida, on behalf of said corporation. He is personally known to
me.
OLIVER GLASS _ I
MY COMMISSION t DD 334514
EXPIRES: July 1,2008
BMW Tnn, Pidwd k
wee -
Print Name: hfiCh/A-1--Z
Print Name: r'
STATE OF FLORIDA
COUNTY OF LEE
signi lotary Public
My Co fi\Expires: -7/, /,0'r
a
Grantee ;
ORANGE BLOsMrRANCH NORTH
STERLOTION, INC., a Florida
h o pf� corporation (SEAL)
By:
Edwin D. Stackhouse
Its: President
L`
The foregoing instrument was acknowledged before me this // day of October, 2005, by
Edwin D. Stackhouse, President of Orange Blossom Ranch North Master Association, Inc., a Florida not-
for-profit corporation, on behalf of said corporation. He is personally known to me.
OWER GLASS Signatur Notary Public
MY COMMISSION N DD 334514 My C sion Expires: - 1 /Z
EXPIRES: July 1, 2008
Bonded Trru Pd am k6rance Agency
DWIG#j`t--"ROCK;4-CLERK
_,
By
` 00 -'to" Chairman s
i�gmeture''only.
Approved as to form and
legal sufficiency:
Assistant County Attorney
OR: 3989 PG: 4178
BOARD OF COUNTY COMMISSIONERS OF
COLLIER COUNTY, A
By:
Frank Halas, CHAIRMAN
COLLIER COUNTY, FLORIDA
_"
482646 N
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3
LEGAL DESCRIPTION
A PARCEL OF LAND LOCATED IN SEC770N 13, TOWNSHIP 48 SOUTH, RANG 27 EAST, COWER COUNTY, FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS
CCW/M£NC E AT THE SOUTHEAST CORNER OF SEC770V 13, TOWNSHIP 48 SOUTH, RANG 27 EAST, COLLIER COUNTY,
fLORIDA; THENCE RUN NORTH 003127' WEST ALONG THE EAST LINE OF THE SOUTHEAST OUARTER OF SAID SEC77OV
13, FOR A DISTANCE OF 2,344.75 FEET, • ]HENCE RUN SOUTH 893030' WEST FOR A DISTANCE OF 6.36 FEET TO THE
POW OF SEWN/NG OF THE PARCEL OF LAND HEREIN DESCRIBED, • THENCE RUN SOUTH 8930'30' WEST FOUR A
OSTANCE OF 20.00 fEl' T TO A POINT ON A CIRCULAR CURVE CONCAVE SOUTH, WHOSE RADIUS POINT BEARS SOUTH
8930'30' WEST, A DISTANCE OF 30.00 FEET THEREFROM,• THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO
INE LEFT, HAVING A RADIUS OF 30.00 fEET, THROUGH A CENTRAL ANGLE OF 1364355" SUBTENDED BY A CHORD OF
55.77 FEET AT A BEARING OF NORTH 685127' WEST, FOR A DISTANCE OF 71.59 FEET TO A POINT OF REVERSE
CURVATURE THENCE RUN SOUTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT,, HANNG A RADIUS OF
227.50 FEET, THROUGH A CENTRAL ANGLE OF 464355' SUBTENDED BY A CHORD OF 180.45 FEET AT A BEARING OF
SOUTH 6617833' WEST, FOR A DISTANCE Or 185.56 FEET TO THE END OF SAND CURVE; THENCE RUN SOUTH 893030'
WEST FOR A DISTANCE OF 195.00 FEET TO THE SEGNNING OF A TANGEN77AL CIRCULAR CURVE, CCNCAVE NORTHEAST,•
THENCE RUN NORTHWESTERLY, ALONG THE ARC OF SAID CURVE TO THE RIGHT, HAVING A RADIUS OF 227.50 fEET;
THROUGH A CENTRAL ANGLE OF 500822 ;- SUBTENDED BY A CHORD OF 192.79 fEET AT A BEARING OF NORTH
6575'19' WEST, FOR A DISTANCE OF 199.08 FEET TO A PONT OF REVERSE CURVATURE; THENCE RUN NES1F�
ALONG THE ARC OF SAID CURVE TO THE LEFT, HANNG A RADIUS OF 30.00 FEET, THROUGH A CEN TRAI
A7GGtE OF
138'0741' SUBTENDED BY A CHORD OF 56.04 fEET AT A BEARING OF SOUTH 7035'02' WEST, F014 0/ST
72.32 fEET TO A PONT OF REVERSE CURVATURE, THENCE RUN SOU]NWESTERt ,, ALONIG THE ARCS CU>� TQ
THE RIGHT, HAVING A RADIUS OF 227.50 FEET, THROUGH A CENTRAL ANNE OF 8759'19 , SUBI�BY A L1/ORD
OF 316.04 FEET AT A BEARING OF SOUTH 4530FT�
'51' WEST, FOR A DISTANCE OF 349.37 T/17 HIRE END OF A� y
CURVE,• THENCE RUN SOUTH 8930'30' WEST FOR A DISTANCE OF 195.00 FEET TO THE BEGIV,81N A TON AL
CIRCULAR CURVE, CONCAVE NORTHEAST, THENCE RUN NARTHWESIERLY, ALONG THE ARC Ak ,SIlT CURVE TQ T7 t
RIGHT, HANNG A RADIUS OF 227.50 FEET; THROUGH A CENTRAL ANGLE OF 7230'f0�• SUB BY A I IORQ, �.
269.05 fEET AT A BEARING OF NORTH 547425' WEST, FOR A DISTANCE OF 287.88 fEET I AI PONT OF'RE&SE ,
CURVATURE; THENCE RUN WESTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HANDLE ' ADIUS GF 3000 FEET,°
THROUGH A CENTRAL ANGLE OF 1407657; SUBTENDED BY A CHORD OF 56.43 FEET AT AkB�'ING OF-
86V7'48 -
F NARl}#
8817748' WEST, FOR A DISTANCE OF 73.45 FLET TO A PONT OF REVERS£ CURVATURE; Tl�`,RUN SOUlS Eny A
ALONG THE ARC OF SAID CURVE TO THE RIGHT, HANNG A RADIUS OF 617.50 fEET, THROUGNENIR* i NOS or
3147'11' SUBTENDED BY A CHORD OF 338.20 FEET AT A BEARING OF SOUTH 37-37'19' WEST,, fR A DSNC¥F
342.57 FEET TO THE END OF SAID CURVE,• THENCE RUN SOUTH 533054' WEST FAR A DISTAN(�F' 4 X5 33 iki� To-
A PONT ON A aRCULAR CURVE CONCAVE SOUTHWEST, WHOSE RADIUS PONT BEARS SOUTH 6147` NEST A ------ ,'
DISTANCE OF 1,340.00 FEET THEREFROM; THENCE RUN NORTHWESTERLY, ALO'VG THE ARC OF SAID CURVE TD THE L
HANNG 4 RADIUS OF 1,340.00 FEET, THROUGH A OENIRAL ANGLE OF 005148; SUBTENDED BY A CHORD OF..2Q=19 „
FEET AT A BEARING Or NORTH 283848" NEST, FOR A DISTANCE OF 20.19 fEET TO THE END OF SAID CURD THENCE
RUN NORTH 533054' EAST FOR A DISTANCE OF 502.58 FEET TO THE BEGINNING OF A TANGENAAL CIRCULAR CURVE
CONCAVE NORTHWEST,• THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO THE LEFT, HANNG A
RADIUS OF 597.50 FEET,• THROUGH A CENTRAL ANGLE OF 3147'11;• SUBTENDED BY A CHORD OF 327.24 FEET AT A
BEARING OF NORTH 3737'19' EAST, FOR A DISTANCE OF 331.48 FEET TO A PONT OF REVERSE CURVATURE; THENCE
RUN EASTERL Y, AL ONG THE ARC OF SAID CURVE TO THE RIGHT, HA NNG A RADIUS OF 50.00 FEET, THROUGH A
CENTRAL ANGLE OF 1407657" SUBTENDED BY A CHARD OF 94.05 FEET AT A BEARING OF SOUTH 8817748' EAST,
*THIS IS NOT A SURVEY*
FOR A DISTANCE OF 122.42 FEET TO A POINT OF REVERSE CURVATURE, • THENCE RUN SOUTHEASTERLY, ALONG THE ARC
OF SAID CURVE TO THE LETT HAVING A RADIUS OF 207.50 FEET, THROUGH A CENTRAL ANGLE OF 7230'10; SU87ENDED
BY A CHORD OF 245.40 FEET AT A BEARING OF SOUTH 547425• £AST, FOR A DISTANCE OF 262.57 FEET TO THE END
OF SAID CUR W,' THENCE RUN NORTH 893030' EAST FOR A DISTANCE OF 195.00 FEET TO THE BEGINNING OF A
TANGDV17AL CIRCULAR CURVE CONCAVE NORTHWEST; THENCE RUN NORTHEASTERLY, ALONG THE ARC OF SAID CURVE TO
THE LEFT, HAVING A RADIUS OF 207.50 FEE T, THROUGH A CENTRAL ANGLE OF 8759'19 ;• SUBTENDED BY A CHORD OF
288.25 fEET AT A BEARING OF NORTH 453051" EAST, FOR A DISTANCE OF 318.66 fbET TO A POINT OF REVERS£
CURVATURE; THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO TH£ RIGHT, HANNG A RADIUS OF 50.00 FEET
THROUGH A CENTRAL ANGLE OF 13817741; SUBTENDED BY A CHORD OF 93.40 FEET AT A BEARING OF NORTH 7035'02 -
EAST, FOR A DISTANCE OF 120.54 fEET TO THE END OF SAID CURVE TO A POINT OF REVERSE CURVATURE,• THENCE RUN
SOUTHEASTERLY, ALONG THE ARC Of' SAID CURVE TO THE LEFT, HANNG A RADIUS OF 207.50 FEET THROUGH A CENTRAL
ANGLE OF 5017822' SUBTENDED BY A CHORD OF 175.84 FEET AT A BEARING OF SOUTH 6575'19' EAST, FOR A
DISTANCE AF' 181.58 fEET TO THE END OF SAID CURVE,• THENCE RUN NORTH 8930'30" EAST FOR A DISTANCE OF 195.00
fEET TO THE BEGINNING OF A TANGEN71AL CRCLA'_AR CURVE, CONCAVE NORTHWEST; THENCE RUN NORTHEASTERLY,
ALONG THE ARC OF SAID CURVE TO THE LEFT, HAVING A RADIUS OF 207.50 fEET, • THROUGH A CENTRAL ANGLE OF
4643.55;• SUBTENDED BY A CHORD OF 164.59 FEET AT A BEARING OF NORTH 66'0833' EAST, FOR A DISTANCE OF
169.24 FEET TO A PONT OF REVERSE CURVATURE • THENCE RUN EASTERLY, ALONG THE ARC OF SAID CURVE TO THE
sr --,"RIGHT, HANNG A RADIUS OF' 50.00 FEET, THROUGH A CENTRAL ANGLE OF 136"4355, SUBTENDED BY A CHORD OF 92.96
T AT A BEARING OF SOUTH 685127' EAST, FOR A DISTANCE OF 119.32 FEET TO THE PANT OF BEGWA9N6,`
fNTAlA1N/G 1.147 ACRES; MORE OR LESS.
I
NOTES•
r"
I. BEARINGS SHOW HEREON REFER TO THE NORTH UNE OF Tic AE 1/4
.
OF SECIM 14, TOW -W 48 SOUR RANGE 27 EAST, CCIIIER
k
COUNTY, ROWA, ASB£7NG S 885006' W.
2. THIS PROPERTY IS S1' MCT TO EA"EN T$ :RESER VA77CWS,ANDIOR
"
RESIRICNIVS OF RECORD.
3. DIMENSIONS 9101W HEREON .ARE IN FEET AIV# -*!i S RWOF .
r:s
0. GRAD MINOR AND ASSOCIATES P.A. ,
:-
cu OF AUTHOR0n0N AIUMBEP. L.95151
li
SIGNED (f 8.0 5 `
- Yv
P.S.M. j6448'- .
STEPHEN V. BIIR STATF- OF f L.AR/DA
SHEET: 1 OF z
ot�l
CRADY MINOR AND ASSOCIATES, P. A.VIL ENGINEERS ■ LAND SURVEYORS■ PLANNERS
DRAWN: F.D. 3800 VIA DEL REY
BONITA SPRINGS, FLORIDA 34134
JOB CODE: OONE : (239) 947-1144 FAX : (239) 947-0375
SCALE: 1"=I' CERTIFICATE OF AUTHORIZATION NUMBER LB 5151
LAKE MAINTENENCE
SL'CT10N 13, TOFjYMIT 48 SOUTH, RANG' 27 EU.7
COLLIER COUNTY, FLORID,I
DATE: JUNE, 2005 1 DRAWING: B -3087-C
UNPLA TTED
LINE TABLE
LINE BEARING LENGTH
L1 S 8930;30" W 6.36'
L2 S 8930'30" W 20.00'
CURVE
TABLE
f<
RADIUS
DELTA
CHORD
BEARING
LENGTH
30.00'
136 4355'
55.77'
N 685127' W
71.59'
C2q, 227.50'
46 4355'
180.45'
bc
185.56'
C3 '_ .;
`= 227.50'
50V822'
192.79'
0
199.08'
C4 30.00'
138i7T41'
5604'
S 7035'02" W
co
CS ; 22750'
8759'19'
316.04'
S 453051' W
349.37'
v--+
227.50'
30.00'
7230'10"
1407657'
269.05'
56.43'
N 547425' W
N 88177'48' W
�
d+
617.50'
3147'11 "
338.20'
S 3737'19' W
a
1340.00'
03148'
20.19'
N 283848' W
cv
C�
0' 45' 90' 180'
3147'11'
327.24'
N 3737'19' E
331.48'
Cll
SCALE 1' = 180'
1407657'
94.05'
S 8817748' £
122.42'
rn
207.50'
7230'10"
245.40'
S 547425' E
262.57'
C13
207.50'
8759'19'
Ln
n'7
318.66'
C14
50.00'
O
93.40'
N 70'35'02' E
120.54'
C15
N
9;�
17584'
S 6575'19' E
181.58'
C16
207.50'
46 4355'
164.59'
N 66178'33' E
169.24'
C17
50.00'
136 43'55'
92.96'
cD
-PC
-bc
_
-3c
�
F
50-
00
m
,h
h
F-
Lo
Q
J
2
0
cn
0
J
m
w
c�
L
Q
0
U
Q)
C)
L
LL�CEND
CT
P.0.8.
POINT Gly BEGINNING
P.O. C
POINT OF COMMENCEMENT
c�
UNPLA TTED
LINE TABLE
LINE BEARING LENGTH
L1 S 8930;30" W 6.36'
L2 S 8930'30" W 20.00'
Z4 I L D ,
SE CORNER
S13- T48S-R27E
I
'THIS IS NOT A SURVEY
SHEET. 2 OF 2 CRAP MINOR AND E DO TES, P. A SKETCH 7b ACCOMPANY LEGAL DESCRIPTION
VIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS LAKE MAINTENENCE EASEMENT
DR! IYN: F.D. BSPR NGS, D FLORIDA 34134 SUCTION AX TOFNSHIP 48 SOUTH, RANG' ,27 t..4ST
JOB CODE: OBR1AArBONITA
NE : (239) 947-1144 FAX: (239) 947-0375 COLLIER COUNTY, FLORZ04
SCALE: 1 " = 180 CERTIFICATE OF AUTHORIZATION NUMBER LB 5151 1 DATE: JUNE, 2005 1 DRAWINC: B -3087-C
CURVE
TABLE
f<
RADIUS
DELTA
CHORD
BEARING
LENGTH
30.00'
136 4355'
55.77'
N 685127' W
71.59'
C2q, 227.50'
46 4355'
180.45'
S 66'0833" W
185.56'
C3 '_ .;
`= 227.50'
50V822'
192.79'
N 6575'19" W
199.08'
C4 30.00'
138i7T41'
5604'
S 7035'02" W
72.32'
CS ; 22750'
8759'19'
316.04'
S 453051' W
349.37'
C6� -
227.50'
30.00'
7230'10"
1407657'
269.05'
56.43'
N 547425' W
N 88177'48' W
287.88'
73.45'
°(7V'`
617.50'
3147'11 "
338.20'
S 3737'19' W
342.57'
1340.00'
03148'
20.19'
N 283848' W
20.19'
C10
597.50'
3147'11'
327.24'
N 3737'19' E
331.48'
Cll
50.00'
1407657'
94.05'
S 8817748' £
122.42'
C12
207.50'
7230'10"
245.40'
S 547425' E
262.57'
C13
207.50'
8759'19'
288.25'
N 45 30'51 ' E
318.66'
C14
50.00'
13827741'
93.40'
N 70'35'02' E
120.54'
C15
207.50'
5027822'
17584'
S 6575'19' E
181.58'
C16
207.50'
46 4355'
164.59'
N 66178'33' E
169.24'
C17
50.00'
136 43'55'
92.96'
S 685127' £
119.32'
Z4 I L D ,
SE CORNER
S13- T48S-R27E
I
'THIS IS NOT A SURVEY
SHEET. 2 OF 2 CRAP MINOR AND E DO TES, P. A SKETCH 7b ACCOMPANY LEGAL DESCRIPTION
VIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS LAKE MAINTENENCE EASEMENT
DR! IYN: F.D. BSPR NGS, D FLORIDA 34134 SUCTION AX TOFNSHIP 48 SOUTH, RANG' ,27 t..4ST
JOB CODE: OBR1AArBONITA
NE : (239) 947-1144 FAX: (239) 947-0375 COLLIER COUNTY, FLORZ04
SCALE: 1 " = 180 CERTIFICATE OF AUTHORIZATION NUMBER LB 5151 1 DATE: JUNE, 2005 1 DRAWINC: B -3087-C
SHEET 1 OF 13
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY THAT THIS PLAT OF RANCH AT ORANGE BLOSSOM, PHASE 2A, WAS PREPARED FROM A
BOUNDARY SURVEY PERFORMED BY ME, OR UNDER MY SUPERVISION, AS PROVIDED IN CHAPTER 177.041
FLORIDA STATUTES AND THAT THIS PLAT COMPLIES WITH ALL THE REQUIREMENTS OF CHAPTER 177, PART I, AS
AMENDED, FLORIDA STATUTES.
IT IS FURTHER CERTIFIED THAT ALL PERMANENT REFERENCE MONUMENTS (P.R.M.'S) WILL BE SET PRIOR TO THE
RECORDING OF THIS PLAT AND THAT ALL PERMANENT CONTROL POINTS (P.C.P.'S) AND LOT CORNERS WILL BE
SET PRIOR TO FINAL ACCEPTANCE OF THE REQUIRED IMPROVEMENTS.
DONE THIS ________ DAY OF ___________________, 2017 A.D.
NOTICE:
THIS PLAT, AS RECORDED IN ITS GRAPHIC FORM, IS THE OFFICIAL DEPICTION OF THE
SUBDIVIDED LANDS DESCRIBED HEREIN AND WILL IN NO CIRCUMSTANCES BE SUPPLANTED
IN AUTHORITY BY ANY OTHER GRAPHIC OR DIGITAL FORM OF THE PLAT. THERE MAY BE
ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON THIS PLAT THAT MAY BE FOUND
IN THE PUBLIC RECORDS OF THIS COUNTY.
LOCATION
SCALE: 1" = 3000'
VICINITY MAP
0 1500 3000 6000
SCALE IN FEET
PROJECT
KNOW ALL MEN BY THESE PRESENTS THAT RP ORANGE BLOSSOM OWNER L.L.C., A DELAWARE LIMITED LIABILITY COMPANY AND THE RANCH AT ORANGE BLOSSOM
MASTER ASSOCIATION, INC., THE OWNERS OF THE LANDS HEREIN DESCRIBED HAVE CAUSED THIS PLAT OF RANCH AT ORANGE BLOSSOM, PHASE 2A, TO BE MADE, AND DO
HEREBY:
1) RESERVE TO RP ORANGE BLOSSOM OWNER L.L.C.:
A) TRACTS "F-1" AND "F-2" FOR FUTURE DEVELOPMENT, LAKE ACCESS EASEMENT (L.A.E.) AND DRAINAGE EASEMENT (D.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
2) DEDICATE TO THE RANCH AT ORANGE BLOSSOM MASTER ASSOCIATION, INC.:
A) TRACT "A" FOR RECREATION AREA WITH RESPONSIBILITY FOR MAINTENANCE.
B) TRACTS "C-1" AND "C-2" FOR COMMON AREA AND ACCESS PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
C) TRACTS "O-1" AND "O-2" FOR OPEN SPACE AND DRAINAGE PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
D) TRACT "R-1" FOR PRIVATE ROAD RIGHT OF WAY (R.O.W.) SUBJECT TO THE EASEMENTS DEPICTED HEREON (O.U.E., P.U.E., D.E., A.E.) WITH
RESPONSIBILITY FOR MAINTENANCE.
E) ALL LANDSCAPE BUFFER EASEMENTS (L.B.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
F) ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
G) ALL ACCESS EASEMENTS (A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
H) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
I) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH RESPONSIBILITY FOR MAINTENANCE.
3) DEDICATE TO ORANGE BLOSSOM RANCH COMMUNITY DEVELOPEMENT DISTRICT:
A) TRACTS "L-1" THRU "L-9", AS LAKES FOR DRAINAGE AND STORM WATER MANAGEMENT PURPOSES WITH RESPONSIBILITY FOR MAINTENANCE.
B) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
4) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
A) TRACT "R-2" FOR PUBLIC ROAD RIGHT OF WAY (R.O.W.) SUBJECT TO THE EASEMENTS DEPICTED HEREON (O.U.E., P.U.E., D.E., A.E.) WITH
RESPONSIBILITY FOR MAINTENANCE.
5) DEDICATE TO THE ORANGE TREE UTILITY CO., A FLORIDA CORPORATION, ITS SUCCESSORS AND ASSIGNS:
A) ALL ORANGE TREE UTILITY COMPANY UTILITY EASEMENTS (O.U.E.) AS SHOWN HEREON, FOR THE PURPOSE OF CONSTRUCTING, INSTALLING, MAINTAINING AND
OPERATING IT'S FACILITIES, INCLUDING THE RIGHT OF ACCESS TO PERFORM ANY SUCH PURPOSE TO SAID FACILITIES, WITH RESPONSIBILITY FOR MAINTENANCE.
B) ALL WATER AND SEWER UTILITY FACILITIES CONSTRUCTED WITHIN THIS PLATTED AREA PURSUANT TO THE APPLICABLE COUNTY REGULATIONS, INCLUDING
THOSE SET FORTH IN THE CODE OF LAWS AND ORDINANCES, CHAPTER 134.
6) DEDICATE TO COLLIER COUNTY, ITS SUCCESSORS OR ASSIGNS:
A) A NON-EXCLUSIVE ACCESS EASEMENT (A.E.) OVER AND ACROSS TRACT "R-1" FOR USE BY GOVERNMENTAL VEHICLES IN THE EXECUTION OF THEIR DUTIES,
INCLUDING BUT NOT LIMITED TO EMERGENCY MEDICAL SERVICE, FIRE DEPARTMENT SERVICE, AND UTILITY SERVICE WITH NO RESPONSIBILITY FOR
MAINTENANCE.
B) ALL DRAINAGE EASEMENTS (D.E.) FOR STORM WATER MANAGEMENT PURPOSES WITH NO RESPONSIBILITY FOR MAINTENANCE.
C) ALL LAKE MAINTENANCE EASEMENTS (L.M.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
D) ALL ACCESS EASEMENTS (A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
E) ALL LAKE ACCESS EASEMENTS (L.A.E.) WITH NO RESPONSIBILITY FOR MAINTENANCE.
F) ALL ORANGE TREE UTILITY COMPANY UTILITY EASEMENTS (O.U.E.) AS SHOWN ON THIS PLAT FOR UTILITY PURPOSES PURSUANT TO THE PUD ORD. 04-74
APPROVAL WITHOUT RESPONSIBILITY FOR MAINTENANCE.
7) DEDICATE TO COLLIER COUNTY WATER-SEWER DISTRICT:
A) THAT ALL COUNTY UTILITY EASEMENTS (C.U.E.) FOR POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S)
THEREOF AND INGRESS AND EGRESS RIGHTS,WHERE APPROPRIATE , ARE PROVIDED TO THE COLLIER COUNTY WATER-SEWER DISTRICT TO OPERATE AND
MAINTAIN POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER UTILITY SYSTEMS OR PORTION(S) THEREOF WITHIN THE PLATTED AREA
AFTER FINAL CONVEYANCE TO THE CCWSD AND, WHERE APPLICABLE, TO INSTALL THE CCWSD'S CONNECTING UTILITY FACILITIES WITHIN SUCH EASEMENT(S),
WITH NO RESPONSIBILITY FOR MAINTENANCE OF THE SURFACE EASEMENT AREA.
B) APPLICABLE POTABLE WATER, NON-POTABLE IRRIGATION WATER AND/OR WASTEWATER SYSTEM(S) OR PORTION(S) THEREOF CONSTRUCTED WITHIN THIS
PLATTED AREA IN COMPLIANCE WITH THE REQUIREMENTS SET FORTH IN THE COLLIER COUNTY UTILITIES STANDARDS AND PROCEDURES ORDINANCE (2004-31),
AS AMENDED, SHALL BE CONVEYED TO THE BOARD AS THE EX-OFFICIO GOVERNING BOARD OF THE WATER-SEWER DISTRICT UPON ACCEPTANCE OF THE
ADDITIONS, EXTENSIONS AND/OR IMPROVEMENTS REQUIRED BY THE PLAT.
8) DEDICATE A NON-EXCLUSIVE PUBLIC UTILITY EASEMENT (P.U.E.) TO ALL LICENSED OR FRANCHISED PUBLIC OR PRIVATE UTILITIES FOR PUBLIC UTILITY PURPOSES:
ALL PLATTED PUBLIC UTILITY EASEMENTS (P.U.E.) SHALL ALSO BE EASEMENTS FOR THE CONSTRUCTION, INSTALLATION, MAINTENANCE, AND OPERATION OF CABLE
TELEVISION SERVICES; PROVIDED, HOWEVER, NO SUCH CONSTRUCTION, INSTALLATION, MAINTENANCE AND OPERATION OF CABLE TELEVISION SERVICES SHALL
INTERFERE WITH THE FACILITIES AND SERVICES OF AN ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. IN THE EVENT A CABLE TELEVISION COMPANY
DAMAGES THE FACILITIES OF A PUBLIC UTILITY, IT SHALL BE SOLELY RESPONSIBLE FOR THE DAMAGES. THIS SECTION SHALL NOT APPLY TO THOSE PRIVATE
EASEMENTS GRANTED TO OR OBTAINED BY A PARTICULAR ELECTRIC, TELEPHONE, GAS, OR OTHER PUBLIC UTILITY. SUCH CONSTRUCTION, INSTALLATION,
MAINTENANCE AND OPERATION SHALL COMPLY WITH THE NATIONAL ELECTRIC SAFETY CODE AS ADOPTED BY THE FLORIDA PUBLIC SERVICE COMMISSION.
DEDICATION
SCOTT A. WHEELER (FOR THE FIRM-LB 6940)
PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA CERTIFICATE NO. 5949
BARRACO AND ASSOCIATES, INC.
2271 MCGREGOR BLVD., SUITE 100, FORT MYERS, FLORIDA 33901
FLORIDA CERTIFICATE OF AUTHORIZATION - LB-6940
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P01.DWG - THU. 3-2-2017 - 11:17 AM
THIS PLAT APPROVED BY THE COLLIER COUNTY ATTORNEY THIS ____ DAY OF ______________________, 2017 A.D.
SCOTT A. STONE
ASSISTANT COUNTY ATTORNEY
COUNTY ATTORNEY
THIS PLAT APPROVED FOR RECORDING IN A REGULAR OPEN MEETING BY THE BOARD OF COUNTY COMMISSIONERS
OF COLLIER COUNTY, FLORIDA, THIS ____ DAY OF ______________________, 2017, A.D. PROVIDED THAT THE PLAT IS
FILED IN THE OFFICE OF THE CLERK OF THE CIRCUIT COURT OF COLLIER COUNTY, FLORIDA.
DWIGHT E. BROCK
COUNTY COMMISSION APPROVAL
ATTEST:
THIS PLAT REVIEWED BY THE COLLIER COUNTY SURVEYOR THIS ____ DAY OF ______________________, 2017 A.D.
MARCUS L. BERMAN, P.S.M. #5086
COLLIER COUNTY SURVEYOR
COUNTY SURVEYOR
I HEREBY CERTIFY THAT THIS PLAT HAS BEEN EXAMINED BY ME AND THAT IT COMPLIES IN FORM WITH THE
REQUIREMENTS OF CHAPTER 177, PART I, FLORIDA STATUTES. I FURTHER CERTIFY THAT SAID PLAT WAS FILED FOR
RECORD AT _________ , THIS ______ DAY OF ______________________, 2017 A.D., AND DULY RECORDED IN
PLAT BOOK ____, PAGES ______ THROUGH ______, INCLUSIVE, OF THE PUBLIC RECORDS OF COLLIER COUNTY,
FLORIDA.
CLERK OF THE CIRCUIT COURT
FILING RECORD
DWIGHT E. BROCK
IN AND FOR COLLIER COUNTY, FLORIDA
GENERAL NOTES
1.ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2.BEARINGS AND COORDINATES SHOWN ARE STATE PLANE FLORIDA EAST ZONE (NAD1983 (NSRS2007))
AND ARE BASED ON THE EAST LINE OF THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 13 TO BEAR
N00°29'09"W.
3.ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4.DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THE RANCH AT ORANGE BLOSSOM
RECORDED IN OFFICIAL RECORDS BOOK 4000, PAGES 2283 .
5.THIS PROJECT WAS APPROVED UNDER THE ORANGE BLOSSOM RANCH PUD, COLLIER COUNTY ORD.
04-74, AS AMENDED.
6. PURSUANT TO GENERAL DEVELOPMENT COMMITMENT 6.4(A) IN PUD ORDINANCE NO. 04.74, A PIPELINE
EASEMENT MAY BE REQUIRED WITHIN FUTURE DEVELOPMENT TRACT F-2 WHEN RE-PLATTED FOR
DEVELOPMENT.
COUNTY APPROVALS
SEE SHEET 2 OF 13 FOR LEGAL DESCRIPTION
THIS PLAT APPROVED BY THE GROWTH MANAGEMENT DEPARTMENT OF
COLLIER COUNTY, FLORIDA, THIS ________ DAY OF __________________, 2017, A.D.
JACK G. MCKENNA, P.E.
COLLIER COUNTY ENGINEER
COUNTY ENGINEER
BOARD OF COUNTY COMMISSIONERS
PENNY TAYLOR, CHAIRMAN
COLLIER COUNTY, FLORIDA
ACKNOWLEDGMENT
COMMISSION # MY COMMISSION EXPIRES
NOTARY PUBLIC - STATE OF FLORIDA
NAME - PRINTED
COUNTY OF COLLIER
STATE OF FLORIDA
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF_________________, 2017 A.D., BY
RON J. HOYL, AS VICE PRESIDENT OF RP ORANGE BLOSSOM OWNER, L.L.C., A DELAWARE LIMITED LIABILITY COMPANY ON
BEHALF OF SAID LIMITED LIABILITY COMPANY. HE [ ] IS PERSONALLY KNOWN TO ME OR[ ] HAS PRODUCED
______________________________ AS IDENTIFICATION.
WITNESS:
PRINT NAME:
WITNESS:
PRINT NAME:
RP ORANGE BLOSSOM OWNER L.L.C.
A DELAWARE LIMITED LIABILITY COMPANY
BY:
IN WITNESS WHEREOF, RON J. HOYL, VICE PRESIDENT, THE UNDERSIGNED OWNER HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2017, A.D.
RON J. HOYL
VICE PRESIDENT
ACKNOWLEDGMENT
COMMISSION # MY COMMISSION EXPIRES
NOTARY PUBLIC - STATE OF FLORIDA
NAME - PRINTED
COUNTY OF COLLIER
STATE OF FLORIDA
THE FOREGOING DEDICATION WAS ACKNOWLEDGED BEFORE ME THIS _______ DAY OF_________________, 2017 A.D., BY
MARK S. TAYLOR, AS VICE PRESIDENT OFTHE RANCH AT ORANGE BLOSSOM MASTER ASSOCIATION, INC. HE [ ] IS
PERSONALLY KNOWN TO ME OR[ ] HAS PRODUCED ______________________________ AS IDENTIFICATION.
WITNESS:
PRINT NAME:
WITNESS:
PRINT NAME:
THE RANCH AT ORANGE BLOSSOM MASTER ASSOCIATION, INC.
BY:
IN WITNESS WHEREOF, MARK S. TAYLOR, VICE PRESIDENT, THE UNDERSIGNED OWNER HAS CAUSED THESE
PRESENTS TO BE SIGNED THIS______ DAY OF________________, 2017, A.D.
MARK S. TAYLOR
VICE PRESIDENT
PLATTED AREA = 220.79 Ac. +/-
Sheet 3
NE 1/4
U N P L A T T E D
Sheet 4
Northwesterly MostCorner Tract "C"
POINT OF BEGINNING
U N P L A T T E D
U N P L A T T E D
T ra c t "E "
T r a c t "L -1 "
T r a c t "L -3 "
T r a c t "L -3 "
T ract "A-2"
Township 48 South, Range 27 EastSection 13
SE 1/4
SW 1/4
NW 1/4
Sheet 5
HeydonCircle WestHeydonCircle EastBellinghamLaneLaneFairmont
T ract "C"
T ract "A-3"
244 243 2 42 241 240 2 3 9 238 237 236 235 234 2 3 3 2 3 2
222 2 2 3 224 225 226 22 7 228 2 29 2 3 0 231221
2 2 0
2 1 9
2 1 8
217
216
2 1 5
2 1 4
213
212 211 210 209 208 2 0 7 2 0 6 2 0 5
204
203
2 0 2
2 0 1
200
1 9 9187198
1 9 7
196
1 9 5
1 9 4
193 1 9 2
191
190
1 8 9
188
168
167
1 6 6
165
1 6 4
1 6 3
162
1 6 1
160
1 5 9
158 1 57 156 155 1 5 4 1 5 3 1 5 2
1 5 1
150
149
148
14 7
146
145
144
143
142
141
140139138137136135134133132131
130 1 2 9 128 127 1 26 125 124 1 2 3 122 121
1 2 0
1 1 9
118
1 1 7
1 1 6898887868584
6 9686766656463626160595857565554535251
3 6 35 3 4 3 3 32 3143
2
1
177
176
1 7 5
1 7 4
173
172
1 7 1
170
169 186
1 8 5
184
1 8 3
1 8 2
181
1 8 0
1 7 9
178
"Orange Blossom Ranch Phase 1A"(P.B. 45, PG. 58, C.C.R.)NorthGolden(70'DRAINAGEEASEMENT(P)(80'WIDER.O.W.)Gate(PERNORTHGOLDENGATEUNITS4THRU7,VACATED)CanalHawthornRoad"GoldenGateEstates,UnitNo.64"(P.B.7,PG.64,C.C.R.)Tract8Tract7Tract6Tract5Tract480'
70'
150'
Wellington
Stre
et
Hawthorn
R
o
a
d
Tamarron StreetParsonStreet
Minneola StreetClementineStreetHamlinStreetOrchardStreetFallglo
Stre
et
Tangerine
L
a
n
eVineAvenueBlossomWayCitrusStreet Sheet 8
Sheet 7Sheet 6
Sheet 9
Sheet 10
Sheet 11
Sheet 12 Sheet 13
TRACT
"A"
TRACT "C-1"
TRACT "C-2"
TRACT "F-1"
TRACT "F-1"
TRACT "F-1"
TRACT "F-1"
TRACT "F-2"TRACT "F-2"
TRACT "F-2"
TRACT "L-2"
TRACT "L-3"
TRACT "L-4"
TRACT "L-5"
TRACT "L-6"
TRACT "O-2"
181
180
183
182
185
184
187
186
195194141
168167
989799100278279281282283280284285386387388
390389
391
393392
384385
377376
380
378379
381382383
374375
367366
368
370369
371372373
365
356
364
357358
361
359360
362363
335334
326327
329328
331330
332333
345344
337336
338
341
339340
342343
355354
346347348
351
349350
352353
325324
317316
318
320319
321322323
315314
306307308309
311310
312313
305304
296297298299300301302303
295294
286287288289290291292293
243
242
245
244
2
4
7
2
4
6
2492482512502532522552542572562
5
92
5
8
261260
2 2 7
2 2 6
2 2 9
2 2 827126627127026926827327227527426526424124026326223123023523423323223723623923827727619319219119018918819919819719621521421 72162132122112102092082072 2 52242232222212202192184
3203202
2052042062012001021011071141151201211 2 8127126
123122142
143
144
145
146
147
148
149
150
151
152
155
154
156
153
157
166
140
324
0
4
1
4
2
4
4
46
47
4
5
49
48
50
52 51
5354 65
64
63
60 61 62
59585756
83 82 81 80 79 78 77
84 85 86 87 88 89 9190
92
93
7
6
94
7
5
74
95
9
6
66677273707169681041031061051082
223
21 20 19 18 1 7 1614 13 12 11 10 9 8 1234567
2439383736353433313011629117281182711926251 2 5124
139
138
137
136
135
134
133
132
131
130
129
158
159
160
165
164
163
162
161
169
170
171
172
173
174
175
176
178 179177
151
0
9
1
1
0
55
1
1
3
1
1
2
1
1
1
LaneCanberiaLane
BloomLane
TRACT "F-1"
Parson (PUBLICPERPLAT)VineAve.KEY MAP SHEET
SHEET 2 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEETFLORIDAPLANE (EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
0 100 200 400
SCALE IN FEET
1"=200'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P02.DWG - THU. 3-2-2017 - 11:17 AM
N
3 4 5
6 7 8
9 10 11
12 13 DESCRIPTION
A tract or parcel of land lying in Section 13, Township 48 South, Range 27 East, Collier County, Florida, said
tract or parcel being more particularly described as follows:
Beginning at the Northwesterly most corner of Tract “C” of the record plat of “ORANGE BLOSSOM RANCH
PHASE 1A” as recorded in Plat Book 45, Pages 58-61 of the Public Records of Collier County, Florida, run
S89°30'46"W for 1,778.52 feet to an intersection with the Easterly line of lands described in Official Records
Book 1433 at page 509, of the Public Records of Collier County, Florida; thence run N00°29'14"W along said
Easterly line for 3,156.55 feet to an intersection with the Southerly line of a Canal Easement as recorded as
Exhibit “C” of Official Records Book 1322 at page 1897, Collier County Records; thence run N89°33'07"E along
said Southerly line for 3,728.29 feet to an intersection with the West right of way line of the North Golden Gate
Canal, (80’ wide right of way), as shown on the record plats of North Golden Gate Units 4 thru 7; thence run
S00°30'08"E along said West line right of way line for 1,881.63 feet; thence run S89°29'52" W for 157.91 feet
to a point on a non-tangent curve and an intersection with the Northerly line of said record plat of “ORANGE
BLOSSOM RANCH PHASE 1A”; thence run along the Northerly line of said record plat the following three (3)
courses: Westerly along an arc of a curve to the right of radius 227.50 feet (delta 21°38'36") (chord bearing
S78°42'10" W) (chord 85.43 feet) for 85.94 feet to a point of tangency; S89°31'28" W for 195.00 feet to a point
of curvature and Westerly along an arc of a curve to the right of radius 227.50 feet (delta 21°31'38") (chord
bearing N79°42'43" W) (chord 84.97 feet) for 85.48 feet; thence run S89°29'52" W for 150.94 feet to a point on
a non-tangent curve and an intersection with said Northerly line of said record plat; thence run along said
Northerly line of said record plat the following three (3) courses: Southwesterly along an arc of a curve to the
right of radius 227.50 feet (delta 75°49'40") (chord bearing S51°36'38" W) (chord 279.59 feet) for 301.08 feet
to a point of tangency; S89°31'28" W for 195.00 feet to a point of curvature and Northwesterly along an arc of a
curve to the right of radius 227.50 feet (delta 61°58'01") (chord bearing N59°29'32"W) (chord 234.23 feet) for
246.05 feet to a point on a non-tangent curve; thence run Southwesterly along an arc of a curve to the left of
radius 335.00 feet (delta 03°06'47") (chord bearing S55°55'56"W) (chord 18.20 feet) for 18.20 feet to a point of
tangency; thence run S54°22'32"W for 184.36 feet to a point on a non-tangent curve and an intersection with
said Northerly line of said record plat; thence run along said Northerly line of said record plat the following two
(2) courses: Southwesterly along an arc of a curve to the right of radius 617.50 feet (delta 14°46'18") (chord
bearing S46°08'43"W) (chord 158.76 feet) for 159.20 feet to a point of tangency and S53°31'52"W for 339.44
feet to a point on a non-tangent curve; thence run Southeasterly along an arc of a curve to the left of radius
30.00 feet (delta 01°21'07") (chord bearing S31°57'40"E) (chord 0.71 feet) for 0.71 feet to a point of tangency;
thence run S32°38'14"E for 122.43 feet to a point of curvature; thence run Southeasterly along an arc of a
curve to the left of radius 30.00 feet (delta 57°50'18") (chord bearing S61°33'23"E) (chord 29.01 feet) for 30.28
feet to a point of tangency; thence run N89°31'28"E for 190.52 feet to a point of curvature; thence run Easterly
along an arc of a curve to the right of radius 70.00 feet (delta 22°45'38") (chord bearing S79°05'43"E) (chord
27.62 feet) for 27.81 feet to a point of reverse curvature; thence run Easterly along an arc of a curve to the left
of radius 70.00 feet (delta 22°45'38") (chord bearing S79°05'43"E) (chord 27.62 feet) for 27.81 feet to a point
of cusp and an intersection with Southerly line of Tract “L-3” of said record plat; thence run along the Southerly
and Westerly line of said Tract “L-3” the following five (5) courses: S89°31'28"W for 99.26 feet to a point of
curvature; Southwesterly along an arc of a curve to the left of radius 20.75 feet (delta 65°45'41") (chord bearing
S56°38'38"W) (chord 22.53 feet) for 23.82 feet to a point of reverse curvature; Southwesterly along an arc of a
curve to the right of radius 50.00 feet (delta 46°38'50") (chord bearing S47°05'12"W) (chord 39.59 feet) for
40.71 feet to a point of tangency; S70°24'37"W for 266.74 feet to a point on a non-tangent curve and
Northwesterly along an arc of a curve to the left of radius 1,340.00 feet (delta 07°24'01") (chord bearing
N24°29'55"W) (chord 172.96 feet) for 173.08 feet to an intersection with said Northerly line of said record plat;
thence run along said Northerly line and the Westerly line of said record plat the following four (4) courses:
S53°31'52"W for 91.01 feet to a point on a non-tangent curve; Southerly along an arc of a curve to the right of
radius 1,250.00 feet (delta 27°30'37") (chord bearing S13°50'37"E) (chord 594.43 feet) for 600.18 feet to a
point of tangency; S00°05'19"E for 67.44 feet and S89°54'41"W for 35.56 feet to the POINT OF BEGINNING.
Containing 220.79 acres, more or less.
CANAL AND DRAINAGE EASEMENT (EXHIBIT "D")
O.R.1433,PG.509,C.C.R.)
CANAL EASEMENT (EXHIBIT "C")
O.R.1322,PG.1897,C.C.R.)
N=716819.22(Y)
E=468248.74(X)
Township 48 South, Range 27 EastSection 13NW 1/4
NE 1/4
N=717928.67(Y)
E=469304.36(X)
FD. 4"x4" C.M. (TOP BROKEN)
NORTH QUARTER COR. SEC. 13
(CCR #091921)
N=716827.52(Y)
E=469310.97(X)(1/4SEC.COR.TO1/4SEC.COR.)1101.19'UNPLATTEDCANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)N89°33'07"E 3728.29'N00°29'14"W3156.55'U N P L A T
S00°20'38"E5325.87'1062.28'(P.R.M.TO P.R.M.)964.41'(P.R.M.TOP.R.M.)1333.00'(P.R.M.TO P.R.M.)777.95'R=30.00'
ǻ=90°02'21" L=47.14'
CB=N44°31'56"E
CD=42.44'
N89°30'46"E 163.83'
R=30.00'
ǻ=90°02'21" L=47.14'
CB=S44°31'56"W
CD=42.44'N00°29'14"W92.85'R=30.00'
ǻ=90°02'21" L=47.14'
CB=N44°31'56"E
CD=42.44'
R=30.00'
ǻ=89°57'39" L=47.10'
CB=N45°28'04"W
CD=42.41'
R=30.00'
ǻ=89°57'39" L=47.10'
CB=S45°28'04"E
CD=42.41'N89°33'07"E 71.67'(TRACT"F-1")N00°29'14"W1650.28'S00°29'14"E1487.39'N00°29'14"W55.00'S55°06'17"E
N00°29'40"WN89°33'07"E 1003.38'
S89°33'07"W 1003.40'330.00'(TIE)441.58'(TIE)
N89°33'07"E 1003.50'
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.10'L.B.E.10'L.B.E.10'L.B.E.15'L.B.E.
15'L.B.E.
15'L.B.E.1348.02'N00°29'14"W87.91'(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-1"
(LAKE & D.E.)
218,909 S.F. (5.03 Ac.)
TRACT "L-2"
(LAKE & D.E.)
121,517 S.F. (2.79 Ac.)
TRACT "L-3"
(LAKE & D.E.)
215,227 S.F. (4.94 Ac.)
2'O.U.E.
10'P.U.E.
LOT 356
LOT 357
LOT 358
SHEET 3 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:20 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCHLINEMATCH LINE SEE SHEET 6 SEESHEET4
N89°33'07"E 3728.29'
1333.00'(P.R.M.TO P.R.M.)
1333.00'(P.R.M.TO P.R.M.)
CANAL AND DRAINAGE EASEMENT (EXHIBIT "D")
O.R.1433,PG.509,C.C.R.)
CANAL EASEMENT (EXHIBIT "C")
O.R.1322,PG.1897,C.C.R.)838.44'R=25.00'
ǻ=89°56'45" L=39.25'
CB=S45°28'31"E
CD=35.34'N00°30'08"WR=25.00'ǻ=90°03'15" L=39.29'
CB=N44°31'29"E
CD=35.37'
R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'
N89°33'07"E 1003.50'
S89°33'07"W R=30.00'ǻ=90°03'15" L=47.15'
CB=S44°31'29"W
CD=42.45'
R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'N89°33'07"E 1003.38'S00°30'44"E1003.40'S00°30'08"E55.00'330.00'(TIE)1029.35'N89°33'07"E 65.00'S00°30'08"E1455.31'.44'20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.10'L.B.E.10'L.B.E.10'L.B.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.Township 48 South, Range 27 EastSection 13NE 1/4
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-2"
(LAKE & D.E.)
121,517 S.F. (2.79 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-3"
(LAKE & D.E.)
215,227 S.F. (4.94 Ac.)
SHEET 4 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:20 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE MATCHLINESEE SHEET 8SEESHEET3MATCHLINESEESHEET7 SEESHEET5
CANAL AND DRAINAGE EASEMENT (EXHIBIT "D")
O.R.1433,PG.509,C.C.R.)
CANAL EASEMENT (EXHIBIT "C")
O.R.1322,PG.1897,C.C.R.)
80'(P)Tract8FD. 4"x4" C.M. "LB 5151"
NORTHEAST COR. SEC. 13
(CCR #091922)(ALONGR/WSEC.LINETOSEC.LINE)(R/W TO SEC.COR.)
N=717950.96 (Y)
E=471966.84 (X)
N=716848.37 (Y)
E=471976.84 (X)(SEC.COR.TO1/4SEC.COR.)S00°34'56"E2641.86'1102.65'S89°04'56"W 80.33'
U N P L A T T E D
N89°33'07"E 3728.29'S00°30'08"E1881.63'Township 48 South, Range 27 EastSection 13NE 1/4
12 7
1813
WestLineofGoldenGateEstates,Unit64Tract7(70'DRAINAGEEASEMENT(P)0.33'N00°30'08"W5293.82'1333.00'(P.R.M.TO P.R.M.)940.82'(P.R.M.TOP.R.M.)838.44'495.45'753.74'753.79'R=25.00'
ǻ=89°56'45" L=39.25'
CB=S45°28'31"E
CD=35.34'
S89°29'52"W 142.50'
R=30.00'ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'
R=30.00'
ǻ=90°03'15" L=47.15'
CB=N44°31'29"E
CD=42.45'
R=30.00'
ǻ=90°03'15" L=47.15'
CB=N44°31'29"E
CD=42.45'S00°30'08"E1455.31'N00°30'08"W1147.34'S00°30'08"E1147.29'S00°30'08"E1147.29'N00°30'08"W1147.34'R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'N89°33'07"E
55.00'N89°33'07"E
55.00'1694.13'(TRACT"F-1")20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
15'L.B.E.
15'L.B.E.
15'L.B.E.10'L.B.E.10'L.B.E.10'L.B.E.52.20'S89°29'52"W 187.50'
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-8"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
TRACT "L-9"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
LOT 140 S00°30'08"ELOT 141
SHEET 5 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:21 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
SEE SHEET 8MATCHLINESEESHEET4MATCH LINE
LOT 51
LOT 60
BLASTING COVENANT
(O.R. 2923, PG. 975, C.C.R.)TEMPORARY
CONSTRUCTION EASEMENT
(O.R.4322,PG.2787,C.C.R.)
DRAINAGE EASEMENT
(O.R.4322,PG.2787,C.C.R.)
(O.R.4373,PG.3774,C.C.R.)
SW 1/4N=715245.15(Y)
E=466649.60(X)
WEST QUARTER COR. SEC. 13
(BASED ON CCR# 91927 &
TIES TO ADJACENT.
SEC. CORNERS)S89°18'45"W 5344.57'
30'30'
N00°29'14"W 1540.49'
N00°29'14"W 1552.16'
S33°00'41"E 13.84'
N89°30'44"E 22.56'
R=1320.00' ǻ=61°51'42" L=1425.19'
CH=N32°54'25"W 1356.97'242.89'(TIE)N00°29'14"W3156.55'Township 48 South,Range 27 East
Section 13NW 1/4
NE 1/4
1/4 Section LineUNPLATTED
(1/4 SEC.COR.
TO 1/4 SEC.COR.)S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)1217.85'(P.R.M.TOP.R.M.)964.41' (P.R.M. TO P.R.M.)CANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)N00°29'14"WS89°30'46"W
22.50'22.50'45.00'564.58'
(TOTAL)
ǻ=9°55'38"L=224.37'CB=N85°31'26"W CD=224.09'R=1295.00'
R=850.00'ǻ=52°40'35"
L=781.47'(TOTAL)
87.36'N89°30'46"EN00°29'14"W117.50'S89°30'46"W
39.83'N09°26'23"ER=1340.00'ǻ=7°55'58"L=185.53'CB=S86°31'15"E CD=185.38'
N89°30'46"E
N89°30'46"E
N09°26'23"E74.00'R=1340.00'
140.08'
R=25.00'ǻ=88°00'21"L=38.40'CB=N53°26'34"ECD=34.73'
R=25.00'ǻ=88°00'21"L=38.40'
CB=N34°33'47"WCD=34.73'74.00'42.43'R=25.00'ǻ=90°00'00"L=39.27'CH=N45°29'14"W35.36'R=477.50'ǻ=9°55'38"L=82.73'CH=N04°28'34"E82.63'R=25.00' ǻ=84°24'16" L=36.83'
CH=N47°18'38"E 33.59'R=522.50'ǻ=4°19'54"L=39.50'CH=N07°16'26"E39.49'R=827.50'ǻ=52°40'35"
L=760.78'
R=872.50'ǻ=44°45'40"L=681.62'
41.25'
CD=58.54'
CB=S89°14'08"E
ǻ=2°30'12" L=58.55'
10.67'N89°30'46"E 118.33'
N89°30'46"E40.00'
N89°30'46"E N00°29'14"WR=30.00'
ǻ=90°00'00" L=47.12'
CB=N45°29'14"W
CD=42.43'S14°19'45"W81.15'R=335.00'ǻ=14°48'59" L=86.63'
CB=S06°55'15"W
CD=86.39'S00°29'14"E1487.39'N00°29'14"WR=1015.00'ǻ=37°02'25" L=656.17'
CB=N71°58'02"W
CD=644.80'
(TRACT "F-1")777.95'1650.28'N89°30'46"E 694.58'
S89°30'46"W 64.83'
R=1015.00'
85.92'R=690.00'ǻ=52°40'35"
L=634.37'N07°54'00"E142.50'N03°55'00"E142.50'N00°04'00"W142.50'S00°29'14"E137.50'S04°53'00"W137.50'S15°29'00"W137.50'CD=74.09'
CB=N80°00'30"Wǻ=4°11'00"L=74.11'
CD=70.55'
CB=N84°05'30"W
ǻ=3°59'00"
L=70.57'
CD=70.55'
CB=N88°04'30"W
ǻ=3°59'00"
L=70.57'CD=7.45'CB=S89°43'23"Wǻ=0°25'14"L=7.45'CD=6.41'
CB=S89°43'23"Wǻ=0°25'14"L=6.41'
CD=63.69'
CB=N80°00'30"Wǻ=4°11'00"L=63.70'
CD=60.65'
CB=N84°05'30"W
ǻ=3°59'00"
L=60.66'
CD=60.65'
CB=N88°04'30"W
ǻ=3°59'00"
L=60.66'
CD=76.52'
CB=S77°10'00"E
ǻ=5°18'00"
L=76.55'
CD=76.52'
CB=S82°28'00"E
ǻ=5°18'00"
L=76.55'CD=73.58'CB=S87°39'54"Eǻ=5°05'47"L=73.61'CD=3.96'
CB=N89°38'59"E
ǻ=0°16'27"
L=3.96'
CD=63.80'
CB=S77°10'00"E
ǻ=5°18'00"
L=63.83'CD=3.96'CB=N89°40'38"Eǻ=0°19'44"L=3.96'CD=60.70'
CB=S87°38'15"E
ǻ=5°02'30"
L=60.72'CD=63.80'CB=S82°28'00"Eǻ=5°18'00"L=63.83'COURSE INFORMATION
1
2 20'D .E .&L.M .E .20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.&L.M.E.15'D.E.7.5'7.5'25'D.E.
25'D.E.
25'D.E.
15'D.E.S10°11'00"W137.50'15'D.E.
7.5'
7.5'N12°05'00"E142.50'7.5'
7
10'D.E.15'L.B.E.
15'L.B.E.
15'L.B.E.
15'L.B.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.45'22.5'22.5'22.5'
Tangerine
VineWayCitrusHawthorn
Road
Lane159.12'R=500.00' ǻ=0°40'28" L=5.88' CH=N00°09'01"W 5.88'
R=500.00' ǻ=9°15'10" L=80.75' CH=N04°48'48"E 80.66'
R=500.00' ǻ=9°55'38" L=86.63' CH=N04°28'34"E 86.52'3
4
5
3
4
5 N00°29'14"W144.73'S89°30'46"W 522.08'
364.65'
163.16'
19.75'1348.02'N89°30'46"E 142.50'
45.00'
N89°30'46"E
22.5'Avenue10'L.B.E.BlossomStreetBloom
Lane
Canberia
Lane
N09°26'23"E363.18'S89°30'46"W 241.17'N00°29'14"W732.67'N89°30'46"E 241.17'S00°29'14"E917.33'143.18'112.33'152.00'185.08'205.64'578.79'578.79'111.39'132.91'42.50'143.18'20'20'20'20'20'20'45'45'S00°29'14"E66.39'R=25.00'ǻ=90°00'00"L=39.27'CH=S44°30'46"W35.36'S89°30'46"W 151.17'R=25.00'ǻ=90°00'00"L=39.27'CH=N45°29'14"W35.36'N00°29'14"W90.64'S00°29'14"ER=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'N89°30'46"E 151.17'R=25.00'ǻ=90°00'00"L=39.27'CH=N44°30'46"E35.36'N00°29'14"W488.79'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'S89°30'46"W R=25.00'ǻ=90°00'00"L=39.27'CH=S44°30'46"W35.36'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'S00°29'14"E847.33'N00°29'14"WR=25.00' ǻ=90°00'00" L=39.27'
CH=N44°30'46"E 35.36'
N89°30'46"E
R=25.00' ǻ=90°00'00" L=39.27'
CH=S45°29'14"E 35.36'N00°29'14"WR=25.00' ǻ=90°00'00" L=39.27'
CH=N44°30'46"E 35.36'
N89°30'46"E
R=25.00'ǻ=92°13'20"L=40.24'CH=S36°40'17"E 36.03'N89°30'46"E 87.91'151.17'
20.00'20.00'
20.00'20.00'20.00'20.00'107.00'
151.17'488.79'737.67'R=1250.00'=7°42'17"L=168.09'
CB=S86°38'06"E
CD=167.97'N00°29'14"W159.12'70.00'70.00'70.00'70.00'N89°30'46"E
S89°30'46"W 201.17'
S89°30'46"W 118.33'
N89°30'46"E
201.17'
118.33'
38.08'20.00'20.00'20.00'20.00'20.00'20.00'15.58'98.83'60.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'123.83'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'100.58'
100.58'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'100.58'
100.58'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'84.59'160.83'49.25'20.78'68.82'42.37'12.33'
10.85'34.07'34.07'35.10'35.10'35.10'35.10'35.10'35.10'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'S00°29'14"E140.64'N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
N89°30'46"E 123.83'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'
S89°30'46"W 100.58'N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
N89°30'46"E 100.58'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
S89°30'46"W 118.33'
N89°30'46"E 40.00'S00°29'14"E115.64'S75°40'15"E 145.30'
S79°15'30"E 142.62'
S84°47'30"E 142.50'
N89°40'30"E 142.50'
N89°30'46"E 142.50'
N89°30'46"E 142.50'
N89°30'46"E 142.50'N00°29'14"W49.03'49.09'N00°29'14"Wǻ=5°37'58" L=131.74'
CH=S85°10'03"E 131.69'
ǻ=3°35'15"L=20.98'CH=S12°32'07"W 20.97'
CB=N07°19'27"Eǻ=4°13'53"CD=35.26'L=35.26'
CB=S07°58'30"Wǻ=5°32'00"CD=32.34'L=32.35'
CB=S02°26'30"W
ǻ=5°32'00"
CD=32.34'
L=32.35'
CB=N02°26'30"E
ǻ=5°32'00"
CD=46.10'
L=46.11'
R=335.00' ǻ=0°09'44" L=0.95' CH=S00°24'22"E 0.95'
R=477.50' ǻ=0°09'44" L=1.35' CH=N00°24'22"W 1.35'
1 2
20'D.E.
&L.M.E.
25'D.E.
15'D.E.
15'D.E.
15'D.E.
15'D.E.
7.5'
7.5'
7.5'
7.5'
30'D.E.
20'D.E.
&L.M.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
(COMMON AREA, D.E. & A.E.)
8,283 S.F. (0.19 Ac.)
TRACT "C-1"
TRACT "L-1"
(LAKE & D.E.)
218,909 S.F. (5.03 Ac.)
TRACT "L-4"
(LAKE & D.E.)
187,941 S.F. (4.31 Ac.)
(PRIVATE ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
681,032 S.F. (15.63 Ac.)
TRACT "R-1"
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
LOT 52
LOT 53LOT 54LOT 55
LOT 56 LOT 57 LOT 58 LOT 59
LOT 180
LOT 181
LOT 182
LOT 183
LOT 184
LOT 185
LOT 186
LOT 187LOT278LOT279LOT280LOT281LOT282LOT283LOT284LOT285LOT286
LOT 287
LOT 288
LOT 289
LOT 290
LOT 291
LOT 292
LOT 293
LOT 294
LOT 295
LOT 296
LOT 297
LOT 298
LOT 299
LOT 300
LOT 301
LOT 302
LOT 303
LOT 304
LOT 305
LOT 306
LOT 307
LOT 308
LOT 309
LOT 310
LOT 311
LOT 312
LOT 313
LOT 314
LOT 315
LOT 316
LOT 317
LOT 318
LOT 319
LOT 320
LOT 321
LOT 322
LOT 323
LOT 324
LOT 325
LOT 326
LOT 327
LOT 328
LOT 329
LOT 330
LOT 331
LOT 332
LOT 333
LOT 334
LOT 335 LOT 336
LOT 337
LOT 338
LOT 339
LOT 340
LOT 341
LOT 342
LOT 343
LOT 344
LOT 345
LOT 346
LOT 347
LOT 348
LOT 349
LOT 350
LOT 351
LOT 352
LOT 353
LOT 354
LOT 355
LOT 356
LOT 357
LOT 358
LOT 359
LOT 360
LOT 361
LOT 362
LOT 363
LOT 364
LOT 365
LOT 366
LOT 367
LOT 368
LOT 369
LOT 370
LOT 371
LOT 372
LOT 373
LOT 374
LOT 375
LOT 376
LOT 377
LOT 378
LOT 379
LOT 380
LOT 381
LOT 382
LOT 383
LOT 384
LOT 385
LOT 386
LOT 387
LOT 388
LOT 389
LOT 390
LOT 391
LOT 392
LOT 393
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
7,296 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
3,756 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
3,756 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
3,756 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
2,477 S.F.
3,756 S.F.
4,803 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,548 S.F.
2,548 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
4,798 S.F.4,798 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,548 S.F.
2,548 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
2,012 S.F.
4,803 S.F.
3,589 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,998 S.F.
2,998 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
3,589 S.F.
3,589 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
2,367 S.F.
11,979 S.F.5,573S.F.2,813S.F.2,813S.F.2,813S.F.2,813S.F.2,813S.F.2,813S.F.5,439S.F.8,060 S.F.
5,433 S.F.
5,591 S.F.
5,591 S.F.
5,019 S.F.
5,002 S.F.
5,002 S.F.
5,002 S.F.
9,819 S.F.
9,350 S.F.9,350 S.F.
10,091 S.F.
10,671 S.F.
9,235 S.F.9,651 S.F.
9,651 S.F.ǻ=6°43'32"L=2.93'CH=N06°04'37"E2.93'ǻ=81°16'49" L=35.47'
CH=N37°55'33"W 32.57'(ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
183,530 S.F. (4.21 Ac.)
TRACT "R-2"S00°29'14"E90.00'N89°30'46"E 227.50'
115.17'45.00'45.00'15'L.B.E.
10'L.B.E.
20'20'
S00°29'14"E 2.50'
15.58'20.00'20.00'20.00'20.00'20.00'20.00'15.58'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'35.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'24.09'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'24.03'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'25.33'25.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'24.03'75.58'75.58'35.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'30.33'20.00'20.00'20.00'20.00'20.00'20.00'20.00'20.00'30.33'24.09'20.00'75.58'75.58'
15'L.B.E.
15'L.B.E.
15'L.B.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.2'O.U.E.2'O.U.E.2'O.U.E.2'O.U.E.
2'O.U.E.
2'O.U.E.
2'O.U.E.
2'O.U.E.2'O.U.E.2'O.U.E.2'O .U .E.2'O.U.E.2'O.U.E.
2'O.U.E.
10'P.U.E.20'20'R=30.00' ǻ=78°33'35" L=41.13'
CH=S50°13'58"W 37.99'
2.40'
SHEET 6 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:21 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
SEE SHEET 3
MATCHLINEMATCHLINEMATCH LINE
MATCH LINE
SEE SHEET 9 SEESHEET10SHEET7SEE
Township 48 South, Range 27 EastSection 13NE 1/4
S89°18'45"W 5344.57'
1/4 Section Line
(1/4 SEC.COR.
TO 1/4 SEC.COR.)S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)S
42°4
1'3
3"E
3
3
6.0
0'175.62'22.50'
22.50'780.51'780.51'604.89'N89°30'46"E 358.93'R=300.00'ǻ=47°47'41"
L=250.25'
CB=S66°35'24"E
C
D
=243.06'S47°18'27"WS
4
2°4
1'3
3"E
2
8
8.5
0'
R=277.50'ǻ=47°47'41"L=231.48'
CB=S66°35'24"E
C
D
=224.83'
S
4
2°4
1'3
3"E
R=322.50'ǻ=47°47'41"
L=269.02'
CB=S66°35'24"E
C
D
=261.29'
N89°30'46"E
N89°30'46"E 358.93'
358.93'
R
=
25.0
0'
ǻ
=
90°0
0'0
0"
L
=
3
9.27'
C
H
=
S
0
2°1
8'2
7"
W
35.3
6'
R
=
25.0
0'
ǻ
=
9
0°00'0
0"
L
=
3
9.2
7'
C
H
=
S
8
7°4
1'3
3"E
3
5.36'511.15'S89°30'46"W 522.08'
N
4
2°4
1'3
3"
W
1
3
9.2
0'
R
=
3
0.00'
ǻ
=
10
0°3
8'1
8"
L
=
5
2.6
9'
C
B
=
S
8
6°5
9'1
8"
W
C
D
=
4
6.1
8'
R=135.00'
ǻ=37°10'18" L=87.58'
CB=S18°05'00"W
CD=86.06'S00°30'08"E294.29'R=30.00'
ǻ=89°56'45" L=47.10'
CB=S45°28'31"E
CD=42.41'
N89°33'07"E 1003.50'
R=30.00'ǻ=90°02'21" L=47.14'
CB=S44°31'56"W
CD=42.44'N00°29'14"W92.85'R=30.00'
ǻ=90°00'00" L=47.12'
CB=N45°29'14"W
CD=42.43'
R=30.00'
ǻ=79°14'43" L=41.49'
CB=S86°55'49"W
CD=38.26'S47°18'27"233.25'R=30.00'
ǻ=90°00'00" L=47.12'
CB=S02°18'27"W
CD=42.43'
S
4
2°4
1'3
3"E
R=135.00'
ǻ=47°47'41" L=112.61'
CB=S66°35'24"E
CD=109.38'
R=465.00'
ǻ=47°47'41"
L=387.89'
CB=N66°35'24"W
C
D=376.74'
N89°30'46"E 694.58'
1
4
1.0
0'
R=1015.00'
ǻ=37°02'25"
L=656.17'
B=N71°58'02"W
CD=644.80'N00°30'08"W1029.35'N47°18'27"E598.36'R=465.00'ǻ=47°48'35"L=388.01'CB=N23°24'09"ECD=376.85'S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'N47°18'27"E142.50'N47°18'27"E142.50'N43°09'00"E142.50'N32°50'00"E142.50'N22°31'00"E142.50'N12°12'00"E142.50'N01°53'00"E142.50'N00°29'14"W142.50'N00°29'14"W142.50'N00°29'14"W142.50'N00°29'14"W142.50'N00°29'14"W142.50'S00°29'14"E142.50'S00°29'14"E142.50'S00°29'14"E142.50'S00°29'14"E142.50'S00°29'14"E142.50'S15°22'00"W142.50'S38°08'00"W142.50'S47°18'27"W142.50'S47°18'27"W142.50'S47°18'27"W155.09'N
4
2°4
1'3
3"
W
1
4
5.4
5'
N
4
2°4
1'3
3"
W
1
4
8.0
7'N
4
2°4
1'3
3"
W
1
4
2.50'N
4
2°4
1'3
3"
W
1
4
2.50'62.20'62.20'62.20'62.20'62.20'62.20'6
2.7
0'
3
3.8
4'
6
5.2
0'
6
5.2
0'
4
0.1
5'
4
0.1
5'
47.93'
47.93'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
62.20'
18.93'
18.93'
4
0.1
5'
4
0.1
5'
6
5.2
0'
6
5.2
0'
6
2.7
0'
3
5.6
5'2.62'67.89'1
2
0.4
5'92.89'62.20'62.20'1
4
5.4
5'62.20'44.79'65.20'65.20'L=38.82'
ǻ=74°08'12"
CB=N79°45'39"W
CD=36.17'
2
8
8.5
0'L=28.55'ǻ=54°31'50"CB=S15°25'38"ECD=27.49'L
=
1
8.5
7'
ǻ
=
3
5°28'10"
C
B
=
S
2
9°3
4'2
2"
W
C
D
=
1
8.28'
CD=53.29'
CB=S63°15'00"E
ǻ=22°46'00"
L=53.64'
CD=37.24'
CB=S82°33'37"E
ǻ=15°51'14"
L=37.36'
CD=21.59'
CB=S47°16'47"E
ǻ=9°10'27"
L=21.62'
CD=44.39'
CB=S47°16'47"E
ǻ=9°10'27"
L=44.43'
CD=109.54'
CB=S63°15'00"E
ǻ=22°46'00"
L=110.27'
CD=76.54'
CB=S82°33'37"Eǻ=15°51'14"L=76.79'
CD=83.61'
CB=N52°00'30"W
ǻ=10°19'00"
L=83.73'
CD=33.73'
CB=N44°46'17"W
ǻ=4°09'27"
L=33.74'
CD=83.61'
CB=N62°19'30"W
ǻ=10°19'00"
L=83.73'
CD=83.61'
CB=N72°38'30"W
ǻ=10°19'00"
L=83.73'
CD=83.61'
CB=N82°57'30"W
ǻ=10°19'00"
L=83.73'
CD=19.24'
CB=N89°18'07"W
ǻ=2°22'14"
L=19.24'
CD=57.99'
CB=S72°38'30"Eǻ=10°19'00"L=58.07'
CD=57.99'
CB=S82°57'30"E
ǻ=10°19'00"
L=58.07'
CD=13.34'
CB=S89°18'07"E
ǻ=2°22'14"
L=13.34'CD=57.99'CB=S62°19'30"Eǻ=10°19'00"L=58.07'CD=57.99'
CB=S52°00'30"E
ǻ=10°19'00"
L=58.07'
CD=23.40'
CB=S44°46'17"E
ǻ=4°09'27"
L=23.40'
20'D.E.
&L.M.E.
20'D.E.&L.M.E.
2
0'
D.E.
&
L.
M
.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.2
0'
D.E.
&
L.
M
.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.7.5'
7.5'15'D.E.1
5'
D.E.
1
0'
D.E.
1
0'
D.E.
7.5'
7.5'
5'
5'15'D.E.7.5'7.5'10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.1
0'
P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.1
0'
P.U.E.22.5'22.5'22.5'22.5'2
2.5'
2
2.5'StreetFallglo
Stre
et
Orchard(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)22.50'22.50'ǻ=26°30'06" L=13.88'
CH=S49°55'12"W 13.75'
S47°32'00"E142.50'N00°29'14"W142.50'N00°29'14"W187.50'364.65'
163.16'
29.00'
2
2.5'
2
2.5'
R=300.00'ǻ=4°50'27" L=25.35'
CH=N44°53'13"E 25.34'N47°18'27"ER=277.50' ǻ=4°50'27" L=23.45'
CH=N44°53'13"E 23.44'R=322.50'ǻ=4°50'27"L=27.25'CH=S44°53'13"W27.24'S47°18'27"W734.27'128.12'189.97'
ǻ=4°21'27" L=24.53'
CH=S44°38'43"W 24.52'
S
4
3°1
0'33"E
14
2.5
0'ǻ=47°19'35"L=384.09'CB=N23°09'39"ECD=373.26'52.01'1
2
0.4
5'101.10'63.20'144.97'62.32'62.20'62.20'62.32'76.10'CD=2.72'CB=S47°03'57"Wǻ=0°29'00"L=2.72'CD=3.92'CB=N47°03'57"Eǻ=0°29'00"L=3.92'S47°18'27"W164.30'S
4
2°4
1'3
3"E
1
4
2.5
0'
S
42°4
1'3
3"E
1
4
2.5
0'
N
4
2°4
1'3
3"
W
1
4
5.45'
5'
5'7.5'D.E.7.5'D.E.(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-3"
(LAKE & D.E.)
215,227 S.F. (4.94 Ac.)
TRACT "L-4"
(LAKE & D.E.)
187,941 S.F. (4.31 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
LOT 70
LOT 71
LOT 72
LOT 73
LOT 74
LOT 75
LOT 76
LOT 77
LOT 78LOT 79LOT 80LOT 81LOT 82LOT 83
LOT 84 LOT 85 LOT 86 LOT 87 LOT 88 LOT 89 LOT 90
LOT 91
LOT 92
LOT 93
LOT 94
LOT 95
LOT 96
LOT 97
LOT 98
LOT 99
LOT 100
LOT 101
LOT 102
LOT 103
8,864 S.F.
8,864 S.F.
8,864 S.F.
8,864 S.F.
9,355 S.F.
10,080 S.F.
14,571 S.F.
9,100 S.F.
9,291 S.F.
9,793 S.F.
10,103 S.F.
10,103 S.F.
10,103 S.F.
10,103 S.F.9,151 S.F.8,864 S.F.8,863 S.F.8,864 S.F.8,863 S.F.8,863 S.F.
8,864 S.F.8,863 S.F.8,864 S.F.8,864 S.F.8,864 S.F.10,830 S.F.
11,678 S.F.
10,428 S.F.
9,291 S.F.
9,060 S.F.
13,377 S.F.
9,047 S.F.
8,895 S.F.
9,291 S.F.
LOT 58 LOT 59 LOT 60
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65 LOT 68
LOT 69
LOT 105
LOT 106
LOT 104
SHEET 7 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:21 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE
SHEET8SHEET10MATCHLINESEES E E S H E E T 1 1
MATCH
LINESEESHEET6 SEE SHEET 4
MATCH LINE SEE SHEET 4
MATCHLINESEEMATCHLINESEESHEET10
80'(P)S00°30'08"E1881.63'NE 1/4
Township 48South, Range27 East
Section 13
RightofWayLineWestLineofGoldenGateEstates,Unit64NorthGoldenGateCanal(PERNORTHGOLDENGATEUNITS4THRU7,VACATEDO.R.1212,PG.427C.C.R.)(80'WIDER.O.W.)"GoldenGateEstates,UnitNo.64"(P.B.7,PG.64,C.C.R.)act6Tract7(70'DRAINAGEEASEMENT(P)N00°30'08"W5293.82'(ALONGR/WSEC.LINETOSEC.LINE)S00°34'56"E2641.86'(SEC.COR.TO1/4SEC.COR.)940.82' (P.R.M. TO P.R.M.)940.82'(P.R.M.TOP.R.M.)N00°30'08"W22.50'22.50'
22.50'22.50'588.24'846.59'S00°30'08"E799.09'N00°30'08"WN00°30'08"WS00°30'08"E540.74'799.14'540.74'1694.13'S89°29'52"W 142.50'
S89°29'52"W 330.00'S00°30'08"E1147.29'N00°30'08"WN00°30'08"WS00°30'08"E1455.31'N00°30'08"W1029.35'838.44'R=465.00'ǻ=47°48'35"L=388.01'CB=N23°24'09"ECD=376.85'S00°30'08"E1147.29'1147.34'753.74'495.45'753.79'1147.34'(TRACT"F-1")N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
N89°29'52"E 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'55.20'55.20'55.20'55.20'55.20'55.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.
&L.M.E.
20'D.E.&L.M.E.15'D.E.15'D.E.7.5'7.5'15'L.B.E.
15'L.B.E.
10'P.U.E.10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.10'P.U.E.
22.5'22.5'
22.5'22.5'ClementineStreetHamlinStreetN89°29'52"E 142.50'55.20'55.20'52.20'52.20'7.5'7.5'20'D.E.&L.M.E.
20'D.E.&L.M.E.
20'D.E.&L.M.E.
20'D.E.&L.M.E.S00°30'08"Eǻ=47°19'35"L=384.09'CB=N23°09'39"ECD=373.26'52.20'S89°29'52"W 187.50'
S89°29'52"W 142.50'
S89°29'52"W 142.50'N89°29'52"E 142.50'52.20'142.50'52.20'52.20'142.50'52.20'142.50'52.20'52.20'N89°29'52"E 142.50'
20'D.E.&L.M.E.
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-8"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
TRACT "L-9"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
LOT 131
LOT 132
LOT 133
LOT 134
LOT 135
LOT 136
LOT 137
LOT 138
LOT 139
LOT 140
LOT 141
LOT 142
LOT 143
LOT 144
LOT 145
LOT 146
LOT 147
LOT 148
LOT 149
LOT 150
LOT 151
LOT 162
LOT 163
LOT 164
LOT 165
LOT 166
LOT 167 LOT 168
LOT 169
LOT 170
LOT 171
LOT 172
LOT 173 (PUBLICPERPLAT)7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,439 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,439 S.F.
7,438 S.F.
7,439 S.F.
7,438 S.F.
7,866 S.F.
7,866 S.F.
7,439 S.F.
7,866 S.F.
7,866 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
7,439 S.F.
LOT 130 LOT 152
LOT 161 LOT 174
SHEET 8 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P03.DWG - THU. 3-2-2017 - 11:22 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE
M A T C H L I N E SEE SHEET 11MATCHLINESHEET7SEESEE SHEET 4 SEE SHEET 5
N=714637.08(Y)E=468267.30(X)S00°20'38"E5325.87'R=1320.00' ǻ=61°51'42" L=1425.19'
CH=N32°54'25"W 1356.97'
N01°58'34"W 46.27'
R=1320.00' ǻ=11°18'06" L=260.37'
CH=N03°40'29"E 259.95'N00°29'14"W3156.55'Township 48 South,Range 27 East
Section 13SW 1/4 SE 1/4
1/4SectionLine
UNPLATTEDTO1/4SEC.COR.)(1/4SEC.COR.974.29'(P.R.M.TOP.R.M.)1217.85'(P.R.M.TOP.R.M.)CANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)BLASTING COVENANT
(O.R. 2923, PG. 975, C.C.R.)N00°29'14"W1540.49'N00°29'14"W1552.16'30'30'
S89°30'46"W45.00'564.58'
(TOTAL)
ǻ=9°55'38"L=224.37'CB=N85°31'26"W CD=224.09'
ǻ=43°57'45"
L=993.64'
R=1295.00'
ǻ=62°34'41"
L=1414.39'
(T
O
T
AL)
R=1340.0 ǻ=7°55'58"L=185.53'CB=S86°31'15"E CD=185.38'
R=1340.00'
ǻ=40°01'24"
R=25.00'ǻ=88°00'21"L=38.40'CB=N53°26'34"ECD=34.73'
R=25.00'ǻ=88°00'21"L=38.40'
CB=N34°33'47"WCD=34.73'22.5'22.5'22.5'22.5'22.5'22.5'22.5'22.5'45'45'45'Wellington
arStreet
Street
Wellington
Hawthorn
Road
10'L.B.E.10'L.B.E.TamarronVine LaneAvenueN09°26'23"E363.18'N89°30'46"E N35°07'00"EN89°30'46"E
R =2 0 0 .0 0 'ǻ =5 4 °2 3 '4 6 "L =1 8 9 .8 8 'CB=2°18'53"ECD=182.83'265.02'140.40'
R=1075.00'
ǻ=74°27'28"
L=1397.00'
CB=S53°15'30"E
C
D
=1300.75'22.50'22.50'ǻ=9°55'38" L=186.25'
CH=N85°31'26"W 186.02'22.50'47.50'220.00'112.33'152.00'185.08'
R=1075.00'
ǻ=18°05'
=339.34'
C
B
=
S
45°50'25"E
C
D
=
3
3
7.9
3'
ǻ=25°40'37"
L=481.76'
CB=S67°43'18"E
CD=477.74'
159.58'
2 2 .5 '2 2 .5 '22.5'
22.5'45'45'22.5'22.5'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°29'14"E35.36'R=25.00' ǻ=90°00'00" L=39.27'
CH=N44°30'46"E 35.36'
N89°30'46"E
N89°30'46"E 140.40'
S89°30'46"W 216.42'N09°26'23"E102.58'R=25.00'ǻ=92°13'20"L=40.24'
CH=N55°33'03"E 36.03'
N89°30'46"E 134.58'
S89°30'46"W S09°26'23"WR=25.00'ǻ=92°13'20"L=40.24'CH=S36°40'17"E 36.03'N89°30'46"E 337.08'
107.00'
R=1250.00'ǻ=7°42'17"L=168.09'
CB=S86°38'06"E
CD=167.97'102.58'159.58'
R=25.00'
L=39.27'
ǻ=90°00'00"
CB=N44°30'46"E
CD=35.36'
CD=597.05'
CB=S74°00'37"E
L=605.36'
ǻ=32°57'16"
R=1052.50'
CD=844.00'
CB=S58°36'27"E
L=860.91'
ǻ=39°27'41"
R=1250.00'
C
D
=
732.00'
CB=N58°39'16"W
L=746.30'
ǻ=38°57'39"
R=1097.50'216.42'S35°07'00"WN35°07'00"E11
12
R=1052.50'
ǻ
=
3
6°1
2'1
5"
L
=
6
6
5.0
5'
140.40'
13
14
155.62'
ǻ=20°57'29" L=10.97'
CH=N09°59'30"E 10.91'
103.91'
179.90'S00°29'14"E187.50'R=30.00' ǻ=90°00'00" L=47.12'
CH=N45°29'14"W 42.43'N00°29'14"W109.91'S69°31'45"E 16.67'S00°29'14"E155.90'R=30.00'ǻ=102°48'09"L=53.83'CH=N86°31'04"E46.89'S89°30'46"W 296.02'
R=35.00' ǻ=54°23'46" L=33.23'
CH=S62°18'53"W 31.99'
R=30.00' ǻ=102°48'09" L=53.83'
CH=S16°17'04"E 46.89'
R=30.00' ǻ=90°50'28" L=47.56'
CH=N44°56'00"E 42.74'S00°29'14"E217.50'S35°07'00"W48.14'CD=346.65'
CB=S78°39'57"E
L=348.78'
ǻ=21°57'37"
R=910.00'48.14'N35°07'00"ER
=
9
1
0.0
0'
8 9
10
27.58'44.00'44.00'
CD=26.46'
CB=N46°38'06"E
ǻ=52°19'42"
L=27.40'
34.31'34.60'13.54'35.10'35.10'35.10'35.10'
27.58'44.00'44.00'44.00'
44.00'
34.00'128.18'53.06'35.10'39.60'CD=72.77'CB=S46°56'45"Wǻ=23°39'30"L=73.29'13.54'
C D =9 4 .0 9 'C B =S 7 4 °0 8 '3 8 "W
ǻ =3 0 °4 4 '1 6 "
L =9 5 .2 2 '35.10'35.10'35.10'35.10'
12.19'39.60'36.10'128.53'50.60'
30.99'
12.19'35.95'34.24'37.28'1.94'S23°52'15"W128.91'S26°01'00"W142.83'N54°53'00"W
142.92'S28°09'45"W147.62'S30°18'30"W151.10'CB=S83°33'28"Eǻ=1°33'03"CD=33.83'L=33.83'CB=S85°15'00"Eǻ=1°50'00"CD=40.00'L=40.00'CB=S87°05'00"Eǻ=1°50'00"CD=40.00'L=40.00'CB=S88°58'52"Eǻ=1°57'30"CD=42.90'L=42.91'CB=N89°45'52"Eǻ=0°28'29"CD=11.36'L=11.36'N00°06'00"ECB=N85°15'00"Wǻ=1°50'00"CD=35.12'L=35.12'CB=N87°05'00"Wǻ=1°50'00"CD=35.12'L=35.12'CB=S89°48'23"Wǻ=0°35'14"CD=11.25'L=11.25'CB=N83°39'34"Wǻ=1°20'52"CD=25.82'L=25.82'ǻ=1°54'00"L=36.39'CB=N88°57'00"WCD=36.39'CB=S72°21'07"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S74°08'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S75°56'37"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S77°35'23"Eǻ=1°29'47"CD=32.64'L=32.65'CB=S63°09'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S68°42'30"Eǻ=1°54'00"CD=41.45'L=41.45'CB=S70°33'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=N72°21'08"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N74°08'53"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N75°56'38"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N77°29'18"Wǻ=1°17'36"CD=24.77'L=24.77'CB=N68°42'30"Wǻ=1°54'00"CD=36.39'L=36.39'CB=N70°33'23"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N63°09'52"Wǻ=1°47'45"CD=34.40'L=34.40'N22°14'30"Eǻ=1°54'00"L=41.45'CB=S66°48'30"ECD=41.45'ǻ=1°54'00"L=36.39'CB=N66°48'30"WCD=36.39'ǻ=1°47'45"L=34.40'CB=N64°57'37"WCD=34.40'ǻ=1°47'45"L=39.18'CB=S64°57'37"ECD=39.18'CB=N89°38'53"Eǻ=0°16'14"CD=4.97'L=4.97'CB=S89°05'00"Eǻ=2°16'00"CD=41.64'L=41.64'CB=N84°36'37"Wǻ=2°08'45"CD=39.42'L=39.42'CB=N82°27'53"Wǻ=2°08'45"CD=39.42'L=39.42'CB=N80°19'07"Wǻ=2°08'45"CD=39.42'L=39.42'CB=S78°10'22"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S76°01'37"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S73°52'53"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S71°40'30"Eǻ=2°16'00"CD=41.64'L=41.64'CB=S67°12'07"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S65°03'23"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S62°54'38"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S58°36'44"Eǻ=2°09'31"CD=39.65'L=39.65'CB=S60°45'52"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S51°34'02"Eǻ=1°19'59"CD=24.49'L=24.49'CB=S49°35'09"Eǻ=2°37'48"CD=48.31'L=48.31'CB=S47°11'52"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S45°03'07"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S42°54'22"Eǻ=2°08'45"CD=39.42'L=39.42'CB=N40°45'37"Wǻ=2°08'45"CD=39.42'L=39.42'CB=S38°36'52"Eǻ=2°08'45"CD=39.42'L=39.42'CB=S88°47'53"Eǻ=1°41'46"CD=26.94'L=26.94'CB=S84°36'38"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S82°27'52"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S80°19'08"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S78°10'23"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S76°01'38"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S73°52'52"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S71°40'30"Eǻ=2°16'00"CD=36.00'L=36.00'CB=S41°57'26"Eǻ=0°14'51"CD=3.93'L=3.93'CB=S40°45'37"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S38°36'52"Eǻ=2°08'45"CD=34.08'L=34.08'ǻ=17°33'17" L=9.19' CH=N81°34'36"E 9.16'
30.67'S02°03'00"Wǻ=2°16'00"L=41.64'CB=S86°49'00"ECD=41.64'ǻ=2°16'00"L=36.00'CB=S86°49'00"ECD=36.00'ǻ=2°16'00"L=41.64'CB=S69°24'30"ECD=41.64'ǻ=2°16'00"L=36.00'CB=S69°24'30"ECD=36.00'S87°00'34"W34.98'ǻ=28°30'48"L=14.93'
CH=S11°15'58"W
14.78'
S54°53'00"E
121.37'ǻ=34°34'35"L=18.10'CH=S20°16'44"E17.83'S52°25'59"W20.00'ǻ=30°07'08" L=15.77'
CH=S52°37'35"E 15.59'
ǻ=0°35'21" L=9.36'
CH=S67°58'49"E 9.36'
S54°53'00"E
115.83'
ǻ=6°58'48"L=3.65'CH=N38°36'24"E3.65'
S54°53'00"E
142.72'
S19°50'23"E
39.22'ǻ=28°03'48"L=14.69'CH=N56°07'43"E14.55'ǻ=67°45'32"L=35.48'CH=S75°57'37"E33.45'S35°07'00"W152.09'S41°43'45"W148.62'S43°52'30"W144.04'S46°01'15"W159.92'N54°53'00"W
ǻ
=
3
0
°
4
4
'
1
6
"
L
=
1
8
.
7
8'CH=
S
7
4
°
0
8
'
3
8
"W1
8
.
5
5
'
ǻ=23°39'30"L=14.45'
CB=S46°56'45"W
CD=14.35'N00°29'14"WN00°29'14"WN00°29'14"WN00°29'14"W30'D.E.30'D.E.30'D.E.5'5 '10'D.E.20'D.E.&L.A.E.
10'
S54°53'00"E
10'
20'D.E.&L.A.E.
10'
10'5'5'10'D.E.15'D.E.S19°27'30"W7.5'7.5'15'D.E.
7.5'
7.5'30'D.E.15'D.E.
7.5'7.5'15'D.E.
7.5'
20'D.E.
&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.&L.M.E.10'L.B.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.
10'P.U.E.
10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E10'P.U.E.10'P.U.E.
10'P.U.E.
15'L.B.E.
15'L.B.E.10'P.U.E.(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
TRACT "L-5"
(LAKE & D.E.)
54,503 S.F. (1.25 Ac.)
(PRIVATE ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
681,032 S.F. (15.63 Ac.)
TRACT "R-1"LOT188LOT189LOT190LOT191LOT192LOT193LOT194LOT195LOT196LOT197LOT198LOT199LOT200LOT201LOT202LOT203LOT204LOT235LOT236LOT237LOT238LOT239LOT240LOT241LOT242
LOT243LOT254LOT255LOT256LOT257LOT258LOT259LOT260
LOT261 LOT262LOT263LOT264LOT265LOT266LOT267LOT268LOT269LOT270LOT271LOT272LOT273LOT274LOT275LOT276LOT277N05°40'00"E152.50'N03°50'00"E152.50'N02°00'00"E152.50'N00°29'14"W152.50'N00°29'14"W152.50'N20°20'30"E152.50'N18°32'45"E152.50'N16°45'00"E152.50'N14°57'15"E152.50'N13°09'30"E152.50'N00°29'14"W152.50'N27°44'00"E152.50'N25°56'15"E152.50'N24°08'30"E152.50'152.50'152.50'152.50'142.50'S04°19'00"W142.50'S06°27'45"W142.50'S10°45'15"W142.50'S12°54'00"W142.50'S15°02'45"W142.50'S17°11'30"W142.50'S21°43'30"W142.50'N3
1
°
1
3
'
3
0
"W1
4
2
.
5
0'S48°10'00"W142.50'S50°18'45"W 142.50'S52°27'30"W 142.50'142.50'142.50'142.50'142.50'142.50'142.50'142.50'142.50'S08°36'30"W142.50'S00°13'00"E143.85'ǻ=9°35'39"L=5.02'CH=S30°19'11"W
5.02'5,432S.F.5,536S.F.5,532S.F.5,237S.F.5,237S.F.5,237S.F.5,237S.F.5,237S.F.5,237S.F.5,532S.F.5,532S.F.5,210S.F.5,665S.F.5,333S.F.5,473S.F.8,933S.F.4,880S.F.
5,644S.F.8,181S.F.8 ,1 2 3 S .F .5,002S.F.5,002S.F.5,002S.F.5,002S.F.5,643S.F.
4,935S.F.7,618S.F.5,954S.F.5,371S.F.5,563S.F.5,413S.F.5,237S.F.5,237S.F.5,610S.F.5,610S.F.5,936S.F.5,936S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.7,918S.F.8,088S.F.5,727S.F.5,727S.F.5,936S.F.6,041S.F.6,710S.F.6,710S.F.6,710S.F.(ROAD R/W, D.E., A.E., C.U.E., O.U.E, & P.U.E.)
183,530 S.F. (4.21 Ac.)
TRACT "R-2"S00°29'14"E90.00'N89°30'46"E 227.50'
7.5'
115.17'45.00'45.00'0'P.U.E.10'P.U.E.1370.89'(C/LTOP.R.M.)R=500.00'ǻ=6°31'05"L=56.88'CH=N02°46'18"E56.85'N06°01'50"E194.64'N00°29'14"W898.48'87'22'
22'R=478.00'ǻ=6°31'05"L=54.38'CH=S02°46'18"W54.35'S06°01'50"W7.39'R=25.00' ǻ=61°08'03" L=26.67'
CH=S36°35'52"W 25.43'
R=91.00' ǻ=56°12'43" L=89.28'
CH=S39°03'32"W 85.74'
R=30.00' ǻ=78°33'35" L=41.13'
CH=S50°13'58"W 37.99'
2.40'N83°58'10"W9.00'S06°01'50"W 34.33'S00°29'14"E694.35'1415.89'(TRACT"R-2")TEMPORARY
CONSTRUCTION EASEMENT
(O.R.4322,PG.2787,C.C.R.)
DRAINAGE EASEMENT
(O.R.4322,PG.2787,C.C.R.)
(O.R.4373,PG.3774,C.C.R.)
15'L.B.E.
R10'LOT205LOT206LOT207LOT208LOT209LOT210LOT278LOT279LOT280LOT281LOT282LOT283LOT284LOT 286
LOT211LOT212LOT213LO T218LOT244
LOT234Street11
COURSE INFORMATION
12
13
14
8
9
10
R=25.00' ǻ=92°38'59" L=40.43' CH=N81°26'29"E 36.16'
R=25.00' ǻ=92°38'59" L=40.43' CH=S11°12'29"E 36.16'
R=177.50' ǻ=54°23'46" L=168.52' CH=S62°18'53"W 162.26'
R=222.50' ǻ=54°23'46" L=211.24' CH=N62°18'53"E 203.39'
R=1097.50' ǻ=7°30'07" L=143.70' CH=N86°44'11"W 143.59'
R=25.00' ǻ=87°34'29" L=38.21' CH=S53°13'38"W 34.60'
R=25.00' ǻ=87°34'29" L=38.21' CH=N34°20'51"W 34.60'LOT214LOT215LOT216LOT217L
O
T
245
L
O
T
2
4
6
L
OT
2
4
7LO
T248LOT249LOT250LOT251LOT252LOT253LOT 393 LOT 187
(OPEN SPACE, D.E.)
52,906 S.F. (1.21 Ac.)
TRACT "O-1"
TRACT "L-1"
(LAKE & D.E.)
218,909 S.F. (5.03 Ac.)LOT285SHEET 9 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:24 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE SEE SHEET 6
MATCHLINE
MATCHLINESEE SHEET 12
S
E
E
S
H
E
E
T
10
SEESHEET13MATCH LINE
SE 1/4
S 89°18'45"W 5344.57'S00°20'38"E5325.87'LAKEM AINTENANCE&DRAINAGEEASEM ENT(O .R.3989,PG.4175,C.C.R.)R=30.00'ǻ=1°21'07"L=0.71'CH=S31°57'40"E0.71'N53°31'52"E502.58'S54°22'32"W
184.36'R=617.50'L=159.20'
ǻ=14°46'18"
CB=S46°08'43"W
CD=158.76'S53°31'52"W 339.44'Township 48 South,Range 27 East
Section 13
SW 1/4
Tract "L-3"
(LAKE, D.E. & L.M.E.)(P)N=714677.07(Y)E=470426.79(X)(1/4 SEC.COR.
TO 1/4 SEC.COR.)
1/4 Section Line(1/4SEC.COR.TO1/4SEC.COR.)2
0'LAKEM AINTENANCE&DRAINAGEEASEM ENT(O.R.3989,PG.4175,C.C.R.)E7
1
5
'
L
.
B
.
E
.
TRACT "L-4"
S
3
7
°
4
8'4
0"
E
3
4
2.4
9'N54°22'32"EN47°18'27"E660.44'220.27'220.04'604.89'ǻ=4°52'54"L=72.42'CH=S40°15'06"E72.40'ǻ=43°57'45"
L=993.64'
CB=N58°34'44"W
CD=969.45'
ǻ=62°34'41"
L=1414.39'
CB=N59°11'54"W
CD=1345.13'=500.00'(TOTAL)(T
O
T
AL)
R=850.00'
ǻ=52°40'35"
L=781.47'
C
B=S64°08'57"E
C
D
=
754.24'
(TOTAL)
(T
O
T
A
L)
ǻ=47°47'41"
L=709.05'
CB=S66°35'24"E
C
D=688.67'N47°18'27"ES54°22'32"W 810.76'N54°22'32"ES
3
7
°
4
8'4
0"
E
S
3
7
°
4
8'4
0"
E
2
9
3.1
4'
R=872.50'
ǻ=44°45'40"
L=681.62'
CB=N68°06'25"W
C
D=664.42'
R=827.50'
ǻ=52°40'35"
L=760.78'
CB=S64°08'57"E
C
D
=
7
3
4.2
7'N09°26'23"ER=1340.00'
ǻ=40°01'24"
L=936.04'
CB=N58°33'16"W
C
D
=917.12'S54°22'32"W
R=25.00'ǻ=88°00'21"L=38.40'
CB=N34°33'47"WCD=34.73'
2
9
6.7
7'
R
=
2
5.0
0'
ǻ
=
8
7
°
4
8'4
8"
L
=
3
8.3
2'
C
H
=
S
8
1
°
4
3'0
4"
E
3
4.6
7'
R
=
2
5.0
0'
ǻ
=
9
2
°
1
1'1
2"
L
=
4
0.2
2'
C
H
=
S
0
8
°
1
6'5
6"W3
6.0
2'R=25.00'ǻ=86°57'58"L=37.95'CH=N89°12'34"W34.41'R=25.00'ǻ=86°57'58"L=37.95'CH=S03°49'28"W34.41'R=872.50'ǻ=1°50'52"L=28.14'CH=S38°44'06"E28.14'S47°18'27"W511.15'R=522.50'614.72'102.51'R
=
2
5.0
0'
ǻ
=
8
7
°
0
4'5
3"
L
=
3
8.0
0'
C
B
=
N
8
2
°
0
5'0
1"WC
D
=
3
4.4
4'178.06'S
3
7
°
4
8'4
0"
E
N89°30'46"E
N47°18'27"ER=30.00'ǻ=85°07'06"L=44.57'CB=N04°44'54"ECD=40.58'R=30.00'ǻ=87°48'48"L=45.98'CB=N81°43'04"W
CD=41.61'S54°22'32"W 472.74'R=665.00'
ǻ=22°14'35" L=258.16'
CB=S65°29'50"W
CD=256.54'
R=30.00'
ǻ=79°14'43" L=41.49'
CB=S86°55'49"W
CD=38.26'S47°18'27"W233.25'R=1015.00'
ǻ=37°02'25"
L=656.17'
CB=N71°58'02"W
CD=644.80'
4
8.3
3'
N
3
7
°
4
8'4
0"W598.36'85.92'
R=690.00'
ǻ=52°40'35"
L=634.37'
CB=S64°08'57"E
C
D
=
612.26'
3
1
2.1
1'
ǻ
=
6
5
°
3
1'0
0"
L
=
2
8.5
9'
C
H
=
N
7
1
°
1
8'0
4"W2
7.0
5'
N
3
3
°
2
6'1
5
"W1
4
2
.
5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
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3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'N52°11'20"E186.44'N52°11'20"E147.25'N52°11'20"E142.67'N52°11'20"E136.07'N
4
2°4
1'3
3"
W
1
3
2.70'
S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'
S
4
2°4
1'3
3"E
1
4
2.5
0'
N
4
2°4
1'3
3"
W
1
4
2.50'N
4
2°4
1'3
3"
W
1
4
2.5
0'N
4
2°4
1'3
3"
W
1
4
2.7
9'
N
4
2°4
1'3
3"
W
1
6
2.8
4'N32°12'00"E142.50'N28°13'00"E142.50'N24°14'00"E142.50'N20°15'00"E142.50'N16°16'00"E142.50'15°29'00"W137.50'S20°32'00"W137.50'S25°35'00"W137.50'S30°38'00"W137.50'S41°14'00"W137.50'S46°17'00"W137.50'S51°20'00"W 137.50'S52°11'20"W 137.50'S52°11'20"W 137.50'S52°11'20"W 137.50'S52°11'20"W 137.50'S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'34.71'34.71'55.20'55.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.70'52.70'6
3.5
7'158.90'9
4.6
9'
6
2.2
0'
4
7.8
1'16.93'6
7.7
0'
6
7.7
0'
3
3.9
1'105.64'3
5.5
9'
9
8.7
9'62.70'32.43'65.20'65.20'65.20'65.20'62.20'62.20'62.20'62.20'65.20'65.20'62.20'58.06'62.20'ǻ
=
0°1
0'1
0"
L
=
3.0
0'
C
H
=
N
5
3°3
1'55"
W
3.0
0'36.98'64.06'105.52'5
1.6
5'
5
1.6
5'
6
2.2
0'
6
2.2
0'
6
2.2
0'
6
2.2
0'
6
2.2
0'
6
2.2
0'
5
4.8
9'
7
3.8
6'52.20'52.20'52.20'52.20'55.20'55.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'52.20'L
=
1
9.9
4'
ǻ
=
2
°
1
1'1
3
"
C
B
=
N
5
5
°
2
8'0
9
"
E
C
D
=
1
9.9
4'
CD=25.38'
CB=S55°28'09"W
ǻ=2°11'13"
L=25.38'ǻ=55°07'26"L=28.86'CH=S81°56'16"W 27.76'ǻ=32°41'22"L=17.12'CH=N54°09'20"W 16.88'CD=3.17'CB=N34°46'51"W
ǻ=6°03'37"L=3.17'CD=21.41'
CB=N10°50'49"W
ǻ=41°48'27"
L=21.89'
N79°56'35"W
20.00'
C
D
=
1
9.16'
C
B
=
N
2
8°4
0'5
6"E
ǻ
=
3
7°15'02"
L
=
1
9.5
0'
L=4.16'ǻ=7°56'21"
CB=S51°16'37"W
CD=4.15'
L
=
3
7.3
4'
ǻ
=
7
1°18'22"
C
B
=
N
8
9°0
6'0
1"
W
C
D
=
3
4.97'
CD=70.55'
CB=N59°47'30"Wǻ=3°59'00"
L=70.57'
CD=74.09'
CB=N55°42'30"W
ǻ=4°11'00"
L=74.11'
CD=70.55'
CB=N63°46'30"W
ǻ=3°59'00"
L=70.57'
CD=70.55'
CB=N67°45'30"W
ǻ=3°59'00"
L=70.57'
CD=70.55'
CB=N71°44'30"W
ǻ=3°59'00"
L=70.57'
CD=74.09'
CB=N75°49'30"W
ǻ=4°11'00"
L=74.11'
CD=120.06'
CB=N49°40'17"W
ǻ=7°53'25"
L=120.15'
CD=63.69'
CB=N55°42'30"W
ǻ=4°11'00"
L=63.70'
CD=60.65'
CB=N59°47'30"W
ǻ=3°59'00"
L=60.66'
CD=60.65'
CB=N63°46'30"W
ǻ=3°59'00"
L=60.66'CD=60.65'CB=N67°45'30"Wǻ=3°59'00"L=60.66'CD=60.65'
CB=N71°44'30"W
ǻ=3°59'00"
L=60.66'
CD=63.69'
CB=N75°49'30"W
ǻ=4°11'00"
L=63.70'
C
D
=
1
2.3
6'
C
B
=
S
3
8
°
1
4'2
0"
E
ǻ
=
0
°
5
1'2
0"
L
=
1
2.3
6'
CD=72.91'
CB=S41°11'30"E
ǻ=5°03'00"
L=72.94'
CD=72.91'
CB=S46°14'30"E
ǻ=5°03'00"
L=72.94'
CD=76.52'
CB=S51°25'00"E
ǻ=5°18'00"
L=76.55'
CD=76.52'
CB=S56°43'00"E
ǻ=5°18'00"
L=76.55'
CD=72.91'
CB=S61°53'30"E
ǻ=5°03'00"
L=72.94'
CD=72.91'
CB=S66°56'30"E
ǻ=5°03'00"
L=72.94'
CD=72.91'
CB=S71°59'30"E
ǻ=5°03'00"
L=72.94'
CD=10.30'
CB=S38°14'20"E
ǻ=0°51'20"
L=10.30'
CD=60.80'
CB=S46°14'30"E
ǻ=5°03'00"
L=60.82'
CD=60.80'
CB=S41°11'30"E
ǻ=5°03'00"
L=60.82'
CD=60.80'
CB=S61°53'30"E
ǻ=5°03'00"
L=60.82'
CD=63.80'
CB=S56°43'00"E
ǻ=5°18'00"
L=63.83'CD=63.80'CB=S51°25'00"Eǻ=5°18'00"L=63.83'CD=60.80'
CB=S71°59'30"E
ǻ=5°03'00"
L=60.82'CD=60.80'
CB=S66°56'30"E
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L=60.82'
2
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7.5'10'D.E.S35°56'00"W137.50'S36°23'00"W142.50'15'D.E.
15'D.E.
7.5'
7.5'
7.5'
7.5'10'D.E.10'D.E.10'D.E.ǻ=21°33'53"L=9.41'CH=S65°09'29"W 9.35'15'D.E.10'D.E.2
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2
2.5'22.5'22.5'22.5'22.5'2
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2
2.5'
2
2
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2
2
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a
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Wellington
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Tangerine StreetStreet10'L.B.E.10'L.B.E.1
0'
D
.
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.
C
D
=
5
3.5
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C
B
=
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B
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2
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2
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L
=
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4'47.24'4.43'C
D
=
4
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C
B
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S
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1
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B
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C
D
=1300.75'143.18'1100.74'R=1075.00'
ǻ=18°05'11"
L=339.34'
C
B
=
S
45°50'25"E
C
D
=
3
3
7.9
3'
CD=477.74'143.18'2
2.5'
2
2.5'N54°22'32"E102.52'54°22'32"W
R=25.00'ǻ=92°13'20"L=40.24'
CH=N55°33'03"E 36.03'
C
D
=
8
4
4.0
0'
C
B
=
S
58°36'27"E
L=860.91'
ǻ=39°27'41"
R=1250.00'
C
D
=
732.00'
CB=N58°39'16"W
L=746.30'
R
=
1
0
9
7.5
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C
H
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S
0
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D
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R=1052.50'
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L
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6
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5'S47°18'27"W734.27'CB=S55°58'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S57°46'37"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S59°34'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S61ǻ=1°47'45"CD=39.18'L=39.18'CB=S50°35'37"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S52°23'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S54°11'07"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S46°57'00"Eǻ=1°54'00"CD=41.45'L=41.45'CB=S48°47'52"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S41°24'22"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S43°12'07"Eǻ=1°47'45"CD=39.18'L=39.18'CB=S39°41'33"Eǻ=1°37'54"CD=35.60'L=35.60'CB=N59°34'23"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N61°22'08"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N55°58'53"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N57°46'37"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N54°11'07"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N48°47'52"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N50°35'38"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N52°23'22"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N46°57'00"Wǻ=1°54'00"CD=36.39'L=36.39'CB=N43°12'07"Wǻ=1°47'45"CD=34.40'L=34.40'CB=N39°50'28"W
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3
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E
1
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3
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3
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E
1
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1
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1
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3
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1
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3
5
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3
7'2
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1
6
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3
5
°
3
7'2
8
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E
1
6
2.6
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3
5
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3
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8
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E
1
5
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5
9'
S
3
5
°
3
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8
"
E
1
4
3.8
6'
S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'
S
3
5
°
3
7'2
8
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E
1
6
7.6
5'30'D.E.30'D.E.30'D.E.15'D.E.
7.5'
7.5'10'L.B.E.10'L.B.E.10'L.B.E.10'
P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.10'P.U.E.TRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
(OPEN SPACE, D.E.)
52,906 S.F. (1.21 Ac.)
TRACT "O-1"
LOT 26LOT 27
LOT 28
LOT 29
LOT 30
LOT 31
LOT 32
LOT 33
LOT 34
LOT 35
LOT 36
LOT 37
LOT 40
LOT 41
LOT 42
LOT 43
LOT 44
LOT 45
LOT 46
LOT 47
LOT 48
LOT 49
LOT 50
LOT 51
LOT 60
LOT 61
LOT 62
LOT 63
LOT 64
LOT 65
LOT 66
LOT 67
LOT 68
LOT 69
LOT 104
LOT 105
LOT 106
LOT 107
LOT 108
LOT 109
LOT 110
LOT 111
LOT 112
LOT 113
LOT 114
LOT 115
LOT 116
LOT 117
LOT 118
LOT 119
LOT 120
LOT 121
LOT 122
LOT205LOT206LOT207LOT208LOT209LOT210LOT211LOT212LOT213LOT214LOT215LOT216LOT217N31°19'30"E152.50'N29°31'45"E152.50'E152.50'N45°54'00"E152.50'N42°06'00"E152.50'N40°18'15"E152.50'N38°30'30"E152.50'N36°42'45"E152.50'N34°55'00"E152.50'N33°07'15"E152.50'N49°29'30"E152.50'N47°41'45"E152.50'152.50'N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
N
3
5
°
3
7'2
8
"W1
4
2.5
0'
S
42°4
1'3
3"E
1
4
2.5
0'
S
42°4
1'3
3"E
1
4
2.5
0'
S
3
5
°
7'2
8
"
E
1
4
2
.5
0'
1
4
2.5
0'N54°22'32"E8,202S.F.5,610S.F.5,610S.F.5,936S.F.5,936S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.5,610S.F.8,176 S.F.
7,866 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,438 S.F.
7,510 S.F.
16,709 S.F.
11,198 S.F.
9,672 S.F.
9,593 S.F.
12,190 S.F.
8,948 S.F.
9,291 S.F.
9,291 S.F.
8,864 S.F.
8,864 S.F.
9,291 S.F.
8,864 S.F.
9,923 S.F.
14,323 S.F.
9,819 S.F.
9,350 S.F.
9,350 S.F.
9,350 S.F.
9,350 S.F.
9,819 S.F.
9,195 S.F.
9,195 S.F.
9,195 S.F.
9,651 S.F.
9,651 S.F.
9,195 S.F.
9,195 S.F.
8,660 S.F.
8,553 S.F.
8,553 S.F.
8,553 S.F.
10,606 S.F.
7,439 S.F.
8,854 S.F.
8,814 S.F.
9,276 S.F.
9,232 S.F.
8,689 S.F.
8,648 S.F.
8,579 S.F.
8,326 S.F.
7,836 S.F.
7,442 S.F.7,439 S.F.
ǻ=81°16'49" L=35.47'
CH=N37°55'33"W 32.57'
10'P.U.E.
5'
5'10'LOT196LOT197LOT1980LOT 38LO
T
3
9
LO T218LOT 70
LOT 103
LOT 71
LOT 72
LOT 99
LOT 101
LOT 102
LOT 25
LOT 123LOT 52
LOT 59
LOT 53LOT 54
48,533 S.F. (1.11 Ac.)
(RECREATION AREA & L.A.E.)
TRACT "A"
E7
EXISTING EASEMENT COURSE INFORMATION
R=597.50' ǻ=31°47'11" L=331.48' CH=N37°38'17"E 327.24'
COURSE INFORMATION
16
17 R=25.00' ǻ=88°41'54" L=38.70' CH=N10°01'36"E 34.95'
R=25.00' ǻ=86°27'01" L=37.72' CH=N82°23'57"W 34.24'
11
12 R=25.00' ǻ=92°38'59" L=40.43' CH=N81°26'29"E 36.16'
R=25.00' ǻ=92°38'59" L=40.43' CH=S11°12'29"E 36.16'LOT199LOT201LOT202LOT203LOT204LOT 100
LOT235LOT236LOT237LOT238LOT239LOT240LOT241LOT262LOT263LOT264LOT 55
LOT200SHEET 10 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:25 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCHLINE
S
E
E
S
H
E
E
T
7 MATCHLINES
E
E
S
H
E
E
T
1
1
M
A
T
C
H
LIN
E SEESHEET7LINE
SEESHEET9
SEESHEET9MATCHLINEM ATCHLINESEESHEET13SEESHEET6MATCH LINE
MATCH
SEESHEET9
LOT 26
LOT 122
LOT 131 LOT 151
LOT 162 LOT 173
NorthGoldenGateCanal(PERNORTHGOLDENGATEUNITS4THRU7,VACATEDO.R.1212,PG.427C.C.R.)(80'WIDER.O.W.)(70'DRAINAGEEASEMENT(P)LAKE MAINTENANCE & DRAINAGE EASEMENT
( O.R. 3989, PG. 4175, C.C.R.)
FD. 4"x4" C.M.
"LB 6566 PRM"
EAST QUARTER
COR. SEC. 13
(CCR #091923)(R/Wto1/4Cor.)N=715309.29 (Y)
E=471993.69 (X)
N=712657.50 (Y)
E=472016.17 (X)
SOUTHEAST
COR. SEC. 13
(BASED ON
CCR# 91924
& TIES TO
ADJACENT.
SEC. CORNERS)
N=714948.73(Y)
E=471751.66(X)
N=714960.97(Y)
E=471322.13(X)S00°29'09"E2651.93'(1/4SEC.COR.TOSEC.COR.)(1/4 SEC.COR.TO 1/4 SEC.COR.)2309.53'3.35'S89°43'15"W 77.42'
S88°50'05"W 2.58'(SEC.COR.TO R/W)20'R=227.50' ǻ=21°31'38" L=85.48'
CH=N79°42'43"W 84.97'
R=227.50' ǻ=21°38'36" L=85.94'
CH=S78°42'10"W 85.43'
R=227.50'L=301.08'
ǻ=75°49'40"CB=S51°36'38"W
CD=279.59'
R=227.50'L=246.05'
ǻ=61°58'01"
CB=N59°29'32"W
CD=234.23'
R=335.00'
L=18.20'
ǻ=3°06'47"
CB=S55°55'56"W
CD=18.20'
2
0'
D
.
E
.
&
L
.M.
E
.S00°30'08"E1881.63'S89°29'52"W 157.91'
S89°31'28"W 195.00'
S89°29'52"W 150.94'
S89°31'28"W 195.00'S54°22'32"W
184.36'Township 48 South, Range 27 EastSection 13SE 1/4
NE 1/4
13 18
1924RightofWayLine WestLineofGoldenGateEstates,Unit6415'O.U.E.(P)
10'L.B.E.(P)
Tract "L-3"
(LAKE, D.E. & L.M.E.)(P)
"Orange Blossom Ranch Phase 1A"(P.B. 45, PG. 58, C.C.R.)N=714894.44(Y)E=470691.13(X)S00°34'56"E2641.86'(SEC.COR.TO1/4SEC.COR.)S89°18'45"W 5344.57'940.82'E7
EXISTING EASEMENT COURSE INFORMATION
E8
E9
E10
E11
E12
E13
E14
R=597.50' ǻ=31°47'11" L=331.48' CH=N37°38'17"E 327.24'
E7
R=50.00' ǻ=140°16'57" L=122.42' CH=S88°06'50"E 94.05'
R=207.50' ǻ=72°30'10" L=262.57' CH=S54°13'27"E 245.40'
N89°31'28"E 195.00'
R=207.50' ǻ=87°59'19" L=318.66' CH=N45°31'48"E 288.25'
R=50.00' ǻ=138°07'41" L=120.54' CH=N70°35'59"E 93.40'
R=207.50' ǻ=50°08'22" L=181.58' CH=S65°24'21"E 175.84'
N89°31'28"E 195.00'
R=207.50' ǻ=46°43'55" L=169.24' CH=N66°09'30"E 164.59'
R=50.00' ǻ=136°43'55" L=119.32' CH=N68°50'30"W 92.96'20'E8
E9
E10
E11
E12
E13 E14
E15
E16
E15
E16
N89°31'28"E
N89°29'52"E N00°30'08"W35.00'588.24'846.59'96.20'445.00'215.29'229.71'40.09'
ǻ=4°43'28"L=41.23'CH=N87°08'07"E 41.22'22.50'22.50'23.96'23.96'
R =500.00'ǻ =3 5 °0 7 '1 9 "L =3 0 6 .5 0 'C B =N 7 1 °5 6 '1 2 "E C D =3 0 1 .7 2 'R=500.00'1026.29'N00°30'08"WN00°30'08"W65.88'S05°13'37"E71.78'R=90.00'ǻ=90°01'36"L=141.41'
CH=N44°30'40"E 127.31'R=90.00'ǻ=85°14'55"L=133.91'
CH=S47°51'04"E 121.89'
N05°13'37"W21.89'
S89°31'28"W
S00°30'08"E 18.38'
N89°29'52"E 212.04'
R =477.50'ǻ =24°22'19"L =2 0 3 .1 1 'C B =S 6 6 °3 3 '4 2 "W
C D =2 0 1 .5 9 'N05°13'37"W21.78'R=112.50'
ǻ=85°14'55"
L=167.39'
C
B
=
N
4
7
°
5
1'0
4
"WCD=152.37'
S89°31'28"W 125.38'R =1 1 2 .5 0 'ǻ=90°01'36"L=176.77'CB=S44°30'40"W CD=159.14'S00°30'08"E
18.38'
S89°29'52"W 708.99'
N89°29'52"ES00°30'08"E540.74'N00°30'08"WN89°29'52"E
R =522.50'ǻ =3 4 °2 0 '4 7 "L =3 1 3 .2 2 'C B =N 7 1 °3 2 '5 6 "E C D =3 0 8 .5 5 'N00°30'08"WS00°30'08"E799.09'799.14'540.74'R=25.00'ǻ=89°13'28"L=38.93'CH=N44°06'36"E35.12'R=25.00'ǻ=90°00'00"L=39.27'CH=S45°30'08"E35.36'R=25.00' ǻ=90°00'00" L=39.27'
CH=N44°29'52"E 35.36'R=25.00' ǻ=90°00'00" L=39.27'
CH=S45°30'08"E 35.36'
350.00'350.00'
R=25.00' ǻ=60°00'00" L=26.18'
CH=S60°30'08"E 25.00'
R=25.00' ǻ=60°00'00" L=26.18'
CH=N59°29'52"E 25.00'
N89°29'52"E
48.70'
R=25.00' ǻ=94°43'28" L=41.33'
CH=N42°08'07"E 36.78'
R=25.00' ǻ=90°00'00" L=39.27'
CH=S45°30'08"E 35.36'
R=67.50'ǻ=85°14'55"L=100.43'
CH=N47°51'04"W 91.42'
R=67.50'ǻ=90°01'36"L=106.06'
CH=S44°30'40"W 95.48'
125.38'
ǻ =30°23'51"L =2 6 5 .2 7 'C B =N 6 9 °3 4 '2 8 "E C D =2 6 2 .1 7 'R=522.50'R=25.00'
L=41.90'
ǻ=96°01'32"
CB=N53°14'23"W
CD=37.16'
125.38'
R=25.00'ǻ=90°00'00" L=39.27'
CB=S44°29'52"W
CD=35.36'S54°22'32"W 810.76'R=30.00'ǻ=90°00'00"L=47.12'CB=N45°30'08"WCD=42.43'R=30.00'ǻ=90°00'00"L=47.12'CB=S44°29'52"WCD=42.43'R=30.00'ǻ=90°00'00"L=47.12'CB=N45°30'08"WCD=42.43'R=30.00'ǻ=90°00'00"L=47.12'CB=S44°29'52"WCD=42.43'R=465.00'
ǻ=47°48'35" L=388.01'
CB=N23°24'09"E
CD=376.85'
R=30.00'
ǻ=77°07'16" L=40.38'
CB=S38°03'29"W
CD=37.40'S00°30'08"E1455.31'R =665.00'ǻ =2 2 °1 4 '3 5 "L =2 5 8 .1 6 'C B =S 6 5 °2 9 '5 0 "W C D =2 5 6 .5 4 'S00°30'08"E1147.29'N00°30'08"W1147.34'55.00'
S89°29'52"W S00°30'08"E1147.29'N00°30'08"W1147.34'S89°29'52"W55.00'N00°30'08"W142.20'N00°30'08"W142.14'N89°29'52"E 139.80'
N89°29'52"E 139.80'
N89°29'52"E 142.50'
N89°29'52"E 142.50'S89°29'52"W 142.50'
S89°29'52"W 142.50'
N45°47'47"W 19.83'
S89°29'52"W 137.09'
S89°29'52"W 137.09'S00°30'08"E137.14'N00°30'08"W142.20'N27°57'40"E 14.03'N00°30'08"W133.49'N89°29'52"E 151.51'
N89°29'52"E 151.51'
N89°29'52"E 142.50'
N89°29'52"E 142.50'S89°29'52"W 142.50'
S89°29'52"W 142.50'
S89°29'52"W 152.13'N05°57'30"W135.97'N11°27'15"W145.15'N16°57'00"W142.50'N22°26'45"W142.50'N2
7
°
5
6
'
3
0
"W1
4
2
.
5
0
'
N
3
3
°
2
6'1
5
"W1
4
2
.
5
0
1
4
2.5
0'
S
3
5
°
3
7'2
8
"
E
1
4
2.5
0'S2
7
°
5
6
'
3
0
"E1
1
1
.
6
4
'
S 6 3 °2 1 '0 0 "W 1 3 5 .9 4 'S41°21'00"W167.94'S19°21'00"W165.82'S00°28'32"E158.30'S00°28'32"E158.30'S00°28'32"E158.30'S18°21'00"E166.83'
S
4
0
°
2
1'0
0"
E
1
7
2.9
1'S00°30'08"E174.48'S00°30'08"E142.50'S00°30'08"E142.50'S00°30'08"E142.50'S00°30'08"E144.74'S00°30'08"E156.98'S00°30'08"E158.42'S00°30'08"E158.45'S00°30'08"E158.47'S00°30'08"E158.50'S00°30'08"E153.69'S00°30'08"E142.50'S00°30'08"E142.50'55.70'
32.00'
55.70'
23.00'64.94'114.80'52.20'55.20'25.15'55.20'55.20'57.70'57.70'57.70'22.65'52.20'112.09'59.94'55.70'
20.29'
55.70'
34.71'56.29'126.51'52.20'55.20'16.49'55.20'55.20'55.20'55.20'55.70'33.67'108.04'80.20'64.23'7.70'55.20'55.20'29.71'29.71'5.15'
36.26'
55.20'
55.20'
55.20'
55.20'9.83'48.34'
69.34'
134.46'
52.20'
38.29'
52.45'
52.45'
52.20'
52.20'
52.20'52.20'55.20'55.20'52.20'52.20'52.20'52.20'52.20'
52.20'
7.00'
90.80'187.50'83.80'45.00'S00°30'08"E(LOT1)(P.R.M.TOP.R.M.)52.20'89.94'CD=21.12'CB=S68°53'16"Wǻ=41°13'12"L=21.58'CD=24.12'CB=N66°47'40"Wǻ=47°24'57"L=24.83'R=30.00' ǻ=42°35'03" L=22.30' CH=N21°47'40"W 21.79'7
COURSE INFORMATION
6
7ǻ=44°42'21" L=23.41'
CH=S21°51'02"W 22.82'84.94'52.20'81.29'52.20'L=23.72'ǻ=45°17'39"CB=S66°51'02"WCD=23.10'L=14.90'ǻ=28°27'49"CB=N76°16'14"WCD=14.75'ǻ=61°32'11" L=32.22'
CH=N31°16'14"W 30.69'ǻ=15°16'55"L=60.68'CH=S21°20'16"W60.50'CD=83.40'
CB=S39°32'25"W
ǻ=21°07'22"
L=83.87'
CD=107.92'
CB=S63°49'21"W
ǻ=27°26'30"
L=108.96'CD=47.49'
CB=S83°32'02"W
ǻ=11°58'52"
L=47.57'
CD=47.26'
CB=S11°37'26"W
ǻ=24°15'08"
L=47.62'
C
D
=
5
0.4
2'
C
B
=
S
3
6
°
4
2'0
0"
W
ǻ
=
2
5
°
5
4'0
0"
L
=
5
0.8
5'
C
D
=
4
2.9
3'
C
B
=
S
6
0
°
3
9'0
0"
W
ǻ
=
2
2
°
0
0'0
0"
L
=
4
3.2
0'CD=34.95'CB=S80°35'14"Wǻ=17°52'28"L=35.10'
CD=63.92'
CB=S82°24'01"E
ǻ=16°09'02"
L=64.13'
CD=106.64'
CB=S60°46'15"Eǻ=27°06'31"L=107.64'
CD=73.95'
CB=S37°51'45"E
ǻ=18°42'28"L=74.28'L=38.93'ǻ=19°49'32"CB=N80°33'46"WCD=38.73'L=43.20'
ǻ=22°00'00"
CB=N59°39'00"W
CD=42.93'L=43.20'ǻ=22°00'00"CB=N37°39'00"WCD=42.93'L =4 2 .0 6 'ǻ =2 1 °2 5 '2 3 "C B =N 1 5 °5 6 '1 8 "W
C D =4 1 .8 2 'L
=
1
3
9
.
0
9
'ǻ=
1
6
°
4
1
'
2
1
"CB=S7
0
°
2
4
'
1
1
"WCD=
1
3
8
.
6
0
'
L=64.03'ǻ=7°40'58"
CB=S58°13'01"W
CD=63.98'
S11°57'26"W
41.61'
N46°54'48"E 14.41'L=42.68'ǻ=4°40'50"CB=N86°22'55"ECD=42.67'L=50.12'ǻ=5°29'45"CB=N81°17'38"ECD=50.10'L=50.12'ǻ=5°29'45"CB=N75°47'53"ECD=50.10'L=50.12'ǻ=5°29'45"CB=N70°18'08"ECD=50.10'
L
=
5
0
.
1
2
'ǻ=
5
°
2
9
'
4
5
"CB=N6
4
°
4
8
'
2
3
"ECD=
5
0
.
1
0
'
L
=
5
0
.
1
2'
ǻ
=
5
°
2
9'4
5
"
C
B
=
N
5
9
°
1
8'3
8
"
E
C
D
=
5
0
.
1
0'
ǻ=47°14'43" L=24.74'
CH=S23°07'13"W 24.04'
CD=41.41'
CB=S74°50'04"W
ǻ=3°34'07"
L=41.42'
R=30.00' ǻ=29°52'33" L=15.64' CH=N61°40'51"E 15.47'
6
CD=63.76'
CB=S70°18'08"W
ǻ=5°29'45"
L=63.79'CD=63.76'
CB=S64°48'23"W
ǻ=5°29'45"
L=63.79'CD=63.76'
CB=S59°18'38"W
ǻ=5°29'45"
L=63.79'20'D.E.&L.M.E.2
0'
D
.
E
.
&
L.M.
E
.20'D.E.&L.M.E.20'D.E.&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.
&L.M.E.
20'D.E.
&L.M.E.20'D.E.&L.M.E.15'D.E.7.5'7.5'5'5'10'D .E .10'D.E.15'D.E.15'D.E.7.5'7.5'7.5'7.5'5'5'15'D.E.
7.5'
7.5'
10'D.E.
15'D.E.
10'D.E.20'D.E.&L.A.E.10'10'5'
5'
7.5'
7.5'5'
5'15'D.E.10'D.E.
15'D.E.
5'D.E.7.5'7.5'5'
5'
7.5'
7.5'
25'D.E.
15'D.E.
7.5'
7.5'
15'L.B.E.
15'L.B.E.
1
0
'P.U.E.10'P.U.E.1 0 'P .U .E .10'P.U.E.10'P.U .E .10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.10'P.U.E.
2 2 .5 '2 2 .5 '22.5'22.5'2
2
.
5
'
22.5'22.5'22.5'22.5'22.5'22.5'
22.5'22.5'
Street
Minneola
Street ClementineStreetHamlinParsonStreet
N54°22'32"E1694.13'(TRACT"F-1")S00°30'08"ES41°43'20"E5.97'
N89°29'52"E 132.50'145.14'ǻ=48°46'48" L=25.54'
CH=S23°53'16"W 24.78'
N89°29'52"E51.70'
123.80'
S51°21'00"E
172.75'
10'D.E.5'5'CD=25.41'CB=N87°16'27"Wǻ=6°24'10"L=25.42'29.83'55.20'52.20'52.20'
5.57'CD=46.88'CB=S83°36'39"Wǻ=11°49'38"L=46.96'CD=38.93'CB=S72°47'21"Wǻ=9°48'58"L=38.98'14.91'
46.30'CD=6.31'CB=N69°44'36"Wǻ=1°35'24"L=6.31'CD=53.62'CB=N77°18'20"Wǻ=13°32'05"L=53.74'52.20'20'D.E.&L.M.E.S00°30'08"ETRACT "L-7"
(LAKE & D.E.)
294,222 S.F. (6.75 Ac.)
TRACT "L-8"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
TRACT "L-9"
(LAKE & D.E.)
138,069 S.F. (3.17 Ac.)
(OPEN SPACE, D.E.)
26,699 S.F. (0.61 Ac.)
TRACT "O-2"
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-1"
3,523,342 S.F. (80.88 Ac.)
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5LOT 6LOT 7
LOT 8
LOT 9LOT 10
LOT 11LOT 12LOT 13LOT 14
LOT 15
LOT 16
LOT 17LOT 18LOT 19LOT 20
LOT 21
LOT 22
LOT 23
LOT 24
LOT 25
LOT 123
LOT 124
LOT 125
LOT 126
LOT 127 LOT 128
LOT 129
LOT 130 LOT 152
LOT 153
LOT 154
LOT 155
LOT 156 LOT 157
LOT 158
LOT 159
LOT 160
LOT 161 LOT 174
LOT 175
LOT 176
LOT 177
LOT 178 LOT 179
(PUBLICPERPLAT)(N/R)
7,987 S.F.8,038 S.F.
12,440 S.F.
7,298 S.F.
7,942 S.F.
7,866 S.F.8,222 S.F.
8,302 S.F.
7,156 S.F.
11,511 S.F.
8,006 S.F.7,920 S.F.
12,182 S.F.
7,909 S.F.
8,138 S.F.
7,866 S.F.7,866 S.F.
8,003 S.F.
9,727 S.F.
7,959 S.F.
8,161 S.F.
8,116 S.F.
8,116 S.F.
8,116 S.F.
7,866 S.F.
11,590 S.F.
15,397 S.F.
11,945 S.F.
12,641 S.F.
11,643 S.F.
8,738 S.F.8,738 S.F.
11,325 S.F.
12,971 S.F.
11,569 S.F.
12,893 S.F.9,461 S.F.7,474 S.F.7,438 S.F.
7,445 S.F.7,931 S.F.
8,732 S.F.
8,746 S.F.8,272 S.F.8,273 S.F.
8,199 S.F.
7,669 S.F.
7,438 S.F.
16,710 S.F.
SHEET 11 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:25 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
M A T C H L I N E
SEE SHEET 8
MATCHLINES
E
E
S
H
E
E
T
1
0
CANALANDDRAINAGEEASEMENT(EXHIBIT"C")(O.R.1433,PG.509,C.C.R.)D
E
V
E
L
O
P
E
R
S
A
G
R
E
E
M
E
N
T,
O
P
TIO
N
A
L
T
O
P
U
R
C
H
A
S
E
SIT
E
F
O
R
W
A
T
E
R
T
R
E
A
T
M
E
N
T
P
L
A
N
T
(O.R.4062,
P
G.3050,
C.C.R.)
BLASTING COVENANT
(O.R. 2923, PG. 975, C.C.R.)
N=713662.84(Y)
E=468275.59(X)SOUTH QUARTER COR. SEC. 13
(BASED ON CCR# 91925 &
TIES TO ADJACENT.
SEC. CORNERS)N=712603.00(Y)
E=469336.33(X)
N=713671.81(Y)
E=469329.91(X)1068.85'DRAINAGE EASEMENT
(O.R. 4522, PG. 2332, C.C.R.)
TEMPORARY DRAINAGE EASEMENT
(O.R. 4484, PG. 1369, C.C.R.)UNPLATTEDU N P L A T T E D
R=1320.00' ǻ=25°56'16" L=597.57'
CH=N33°14'41"W 592.48'23.98'(TIE)527.65'(TIE)
(TO O.R.4062,PG.3050,C.C.R.)S00°29'44"E464.52'N89°30'16"E 465.00'N00°29'44"W464.45'465.00'
S89°30'46"W 1778.52'N00°29'14"W3156.55'Township 48 South,Range 27 East
Section 13SW 1/4
SE 1/4
Section 13Section24 S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)974.29'(P.R.M.TOP.R.M.)1054.39'(P.R.M.TO P.R.M.)
10'
10'20'F.P.L.EASEMENT
(O.R.1663,PG.155,C.C.R.)N00°29'14"W1540.49'N00°29'14"W1552.16'30'30'
30'
30'60'S89°15'19"W 773.25'404.12'(TIE)S 8 7 °53'0 3"W 204.4 0 '
606.75'
S8 9°01'12"W1370.89'Tamarron LaneN89°30'46"E R =2 0 0 .0 0 'ǻ =5 4 °2 3 '4 6 "L =1 8 9 .8 8 'CB=N62°18'53"ECD=182.83'140.40'N35°07'00"E183.14'46.93'22.50'22.50'2 2 .5 '2 2 .5 'N89°30'46"E 140.40'
S89°30'46"W N35°07'00"ES35°07'00"W140.40'
13
14
186.05'
R=30.00' ǻ=90°00'00" L=47.12'
CH=N44°30'46"E 42.43'
R=30.00' ǻ=90°00'00" L=47.12'
CH=N45°29'14"W 42.43'S00°29'14"E142.50'S00°29'14"EN89°30'46"E
30.42'
296.02'N00°29'14"W50.89'R =3 6 5 .0 0 'ǻ =5 4 °2 3 '4 6 "L=346.CB=N62°18'53"ECD=333.66'48.14'N35°07'00"E35.10'
35.10'
35.10'
35.10'
35.10'
35.10'4.68'4.68'12.19'
12.19'35.95'CB=N85°57'53"Eǻ=7°05'46"CD=27.54'L=27.56'CB=N78°19'30"Eǻ=8°11'00"CD=31.75'L=31.78'CB=N70°08'30"Eǻ=8°11'00"CD=31.75'L=31.78'CB
=N6
1
°
5
7'3
0
"
E
ǻ
=
8
°
1
1'0
0
"CD
=
3
1
.
7
5'
L
=
3
1
.
7
8'
C
B
=
N
5
3
°
4
6'3
0"
E
ǻ
=
8
°
1
1'0
0"
C
D
=
3
1.7
5'
L
=
3
1.7
8'
C
B=
N45°35'30"E
ǻ=8°11'00"
C
D=31.75'
L=31.78'CB=N85°57'53"Eǻ=7°05'46"CD=45.18'L=45.20'CB=N78°19'30"Eǻ=8°11'00"CD=52.09'L=52.13'CB=N70°08'30"Eǻ=8°11'00"CD=52.09'L=52.13'
C
B
=
N
6
1
°
5
7'3
0
"
E
ǻ
=
8
°
1
1'
0
0
"
C
D=
5
2
.
0
9'
L
=
5
2
.
1
3'
C
B
=
N
5
3
°
4
6'3
0"
E
ǻ
=
8
°
1
1'0
0"
C
D
=
5
2.0
9'
L
=
5
2.1
3'
C
B=N45°35'30"E
ǻ=8°11'00"
C
D=52.09'
L=52.13'S00°29'14"ES00°29'14"ES00°29'14"Eǻ=6°23'00"L=24.79'
CB=N38°18'30"E
CD=24.78'
ǻ=6°23'00"L=40.66'
C
B=
N38°18'30"E
C
D=40.64'
20'D.E.&L.A.E.
10'
S54°53'00"E
10'20'D.E.&L.M.E.20'D.E.&L.M.E.2
0'
D
.
E
.
L.
M
.
E
.20'D.E.&L.M.E.0'P.U.E.10'P.U.E.10'P.U.E.10'P.U.E.
10'P.U.E.
15'L.B.E.
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
TRACT "L-6"
(LAKE & D.E.)
135,681 S.F. (3.11 Ac.)
LOT244
L
O
T
245
L
O
T
2
4
6L
OT2
4
7LO
T248LOT249LOT250LOT251LOT252LOT253S07°35'00"E142.50'S15°46'00"E142.50'S23°57'00"E142.50'
S
3
2
°
0
8'0
0
"
E
1
4
2
.
5
0'
S
4
0
°
1
9'0
0"
E
1
4
2.5
0'
S48°30'00"E
142.50'142.50'142.50'142.50'142.50'
1548.46'
(TRACT "F-2")
S89°30'46"W 803.22'5,002S.F.5,002S.F.5,002S.F.5,851S.F.5,979S.F.5,979S.F.
5
,
9
7
9
S.F.
5,9
7
9
S
.
F
.
5,979
S.F.
6,400S.F.(C/LTOP.R.M.)N00°29'14"W898.48'DRAINAGEEASEMENT(O.R.4322,PG.2787,C.C.R.)(O.R.4373,PG.3774,C.C.R.)R=305.00'ǻ=46°46'53"L=249.03'CB=N2
3
°
5
2
'
4
1
"WC
D
=
2
4
2.1
7'
22'87'
30'87'30'R=275.00' ǻ=53°55'29" L=258.82'
CH=S27°26'59"E 249.37'N89°30'46"E8.00'S00°29'14"E694.35'S00°29'14"E204.13'230.07'
(TRACT "R-2")1415.89'(TRACT"R-2")15'L.B.E.15'L.B.E.10'P.U.E.TEMPORARYCONSTRUCTIONEASEMENT(O.R.4322,PG.2787,C.C.R.)LOT254LOT255LOT256LOT257L O T 2 5 8 LOT259LOT24
COURSE INFORMATION
13
14
R=177.50' ǻ=54°23'46" L=168.52' CH=S62°18'53"W 162.26'
R=222.50' ǻ=54°23'46" L=211.24' CH=N62°18'53"E 203.39'
SHEET 12 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:26 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
MATCH LINE
MATCHLINESEE SHEET 9
SEESHEET13
Hawt
hor
nRoadPOINT OF BEGINNING
NORTHWESTERLY MOST
COR. OF TRACT "C"
N=713677.97(Y)
E=470054.01(X)TEMPORARYDRAI
NAGEEASEMENT(O.R.4484,PG.1369,C.C.R.
)
(O.R.4522,PG.3119,C.C.R.
)PUBL
I
CUT
I
L
I
TYEASEMENT
(O.R.
4
2
9
8
,PG.
2
3
4
5
,C.C.R.)
SOUTH QUARTER COR. SEC. 13
(BASED ON CCR# 91925 &
TIES TO ADJACENT.
SEC. CORNERS)N=712603.00(Y)
E=469336.33(X)N=7
1
4
3
2
2
.
6
2
(Y)E=4
69
9
4
7
.
2
3
(X)
N=713671.81(Y)
E=469329.91(X)1068.85'"Orange Blossom Ranch Phase 1A"(P.B. 45, PG. 58, C.C.R.)
Tract "C"
(OPEN SPACE)(P)
10'L.B.E.&I.E.(P)
10'P.U.E.(P)
1 0 'P .U .E .(P )
1 0 'L .B .E .&I .E .(P )
4 0 'x 4 0 'O .U .E .(P )20'L.M.E.&D.E.
(P)R=1340.00'ǻ=7°24'01"L=173.08'CH=N24°29'55"W172.96'
R=50.00' ǻ=46°38'50" L=40.71'
CH=S47°05'12"W 39.59'
R=20.75' ǻ=65°45'41" L=23.82'
CH=S56°38'38"W 22.53'
S
3
2
°
3
8
'
1
4
"
E
1
2
2
.
4
3
'R=30.00'ǻ=1°21'07"L=0.71'CH=S31°57'40"E0.71'S89°54'41"W 35.56'
S00°05'19"E 67.44'R=1250.00'ǻ=27°30'37"L=600.18'CB=S13°50'37"ECD=594.43'Tract "L-3"
(LAKE, D.E. & L.M.E.)(P)
Tract "E"
(RECREATION AREA)(P)
Tract "L-1"
(LAKE, D.E. & L.M.E.)(P)
N=714348.93(Y)
E=470490.50(X)
R=70.00'ǻ=95°24'25" L=116.56'
CB=S41°19'00"W
CD=103.55'
S06°23'13"E 141.14'
N88°59'48"W 69.87'
N89°31'28"E 190.52'
R=30.00'L=30.28'
ǻ=57°50'18"
CB=S61°33'23"E
CD=29.01'
R=70.00'
L=27.81'ǻ=22°45'38"
CB=S79°05'43"E
CD=27.62'
R=70.00'
L=27.81'
ǻ=22°45'38"
CB=S79°05'43"E
CD=27.62'
S89°31'28"W
99.26'
S 7 0 °2 4 '3 7 "W
2 6 6 .7 4 'S53°31'52"W
91.01'S89°30'46"W 1778.52'
SE 1/4
Township 48 South,Range 27 East
Section 13
Section 13Section24
45'(P)
45'(P)
4 5 '(P )
4 5 '(P )
U N P L A T T E D
N=714219.33(Y)
E=470092.14(X)S00°20'38"E5325.87'(1/4SEC.COR.TO1/4SEC.COR.)724.14'(P.R.M.TO P.R.M.)
E1
EXISTING EASEMENT COURSE INFORMATION
E2
E3
E4
E5
E6
S89°01'12"W 606.75'
DRAINAGE EASEMENT
(O.R.4522,PG.2332,C.C.R.)
TEMPORARY DRAINAGE EASEMENT
(O.R.4484,PG.1369,C.C.R.)
30'
30'
60'
R=94.00' ǻ=97°23'25" L=159.78' CH=S42°18'29"W 141.23'
E2
R=1250.00' ǻ=3°39'04" L=79.66' CH=S29°25'28"E 79.64'
N20°57'53"W 65.35'
R=1240.00' ǻ=0°45'03" L=16.25' CH=N27°54'08"W 16.25'
S53°31'52"W 10.12'
E6
E5
E3
E4 LAKEMAI
NTENANCE&DRAI
NAGEEASEMENT(O.R.3989,PG.4175,C.C.R.
)
E1
1 0 'L .B .E .2
0'
E7 R=597.50' ǻ=31°47'11" L=331.48' CH=N37°38'17"E 327.24'
1
5
'
L
.
B
.
E
.220.27'220.04'2 2 .5 0 '45.53'45.49'ǻ
=
8
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4
1'
1
8
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L
=
1
9
6
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3
7'
C
H
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3
2
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1
5'1
3
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9
6
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1
9'R=
1
2
9
5
.
0
0
'N54°22'32"E(TO TAL)102.51'S54°22'32"W 810.76'R
=
1
3
4
0
.
0
0'
ǻ
=
6
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2
1'1
8
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L
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1
4
8
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6
3'
C
H
=
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3
1
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2
2
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5
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E
1
4
8
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5
5'
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=
2
5
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0
0'
ǻ
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8
8
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5
5'4
6
"
L
=
3
8
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8
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C
B
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0
9
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5
4'3
9
"WC
D
=
3
5
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0
2'
R
=
2
5.0
0'
=
8
7
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0
4'5
3"
L
=
3
8.0
0'
C
B
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8
2
°
0
5'0
1"WC
D
=
3
4.4
4'
15
COURSE INFORMATION178.06'ǻ=8°41'59"L=203.46'CH=N25°08'54"W203.27'41.24'73.66'52.20'52.20'N54°22'32"E16
1720'D .E.&L.M .E.1 0 'P .U .E.10'P.U.E.1
0'
P
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1
0'
P
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E
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2
2
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5'
2
2
.
5'45'2
2.5'
2
2.5'St
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lli
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1 0 'L .B .E.10'L.B.E.1
0'
D
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E
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7.
5
0'15.72 2 .5 0 '1100.74'ǻ
=
2
0
°
4
6'0
3
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L
=
3
8
9
.
6
4
'CB=S26°24'48"ECD=387.51'R=
1
0
7
5
.
0
0
'
2
2.5'
2
2.5'N54°22'32"E102.52'S54°22'32"W
C
H
=
S
0
7
°
4
4'5
8"W3
6.3
4'
=
9
3
°
1
5'0
9"
L
=
4
0.6
9'
=
2
5.0
0'
R
=
2
5
.
0
0'
ǻ
=
9
1
°
1
1'3
4
"
L
=
3
9.7
9'
C
B
=
S
8
0
°
0
1'4
1
"
E
C
D
=
3
5
.
7
2'
R=1250.00' ǻ=6°49'58" L=149.07' CH=S31°00'55"E 148.98'
15102.68'R=25.00' ǻ=88°41'54" L=38.70' CH=N10°01'36"E 34.95'
R=25.00' ǻ=86°27'01" L=37.72' CH=N82°23'57"W 34.24'
16
17
CD=348.92'CB=N25°10'34"WL
=3
5
0
.
4
0
'ǻ=
1
8
°
1
7
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3
5
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=
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0
9
7
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5
0'CD=654.05'CB=S34°07'54"EL
=
6
6
5
.
0
5
'
ǻ
=
3
6
°
1
2'1
5
"
R
=
1
0
5
2.5
0'
ǻ=20°22'15" L=10.67'
CH=S79°19'38"W 10.61'
1548.46'
S89°30'46"W R=30.00'ǻ=102°48'09"L=53.83'CH=N86°31'04"E46.89'R=365.00' ǻ=54°23'46" L=346.53'
CH=N62°18'53"E 333.66'
N 6 9 °4 0 '0 0 "E
N 7 3 °5 8 '1 4 "E
N89°30'46"E
S20°51'29"E5.56'48N35°07'00"ECD=310.
2
8'CB=S3
2
°
1
5
'
5
4
"EL
=
3
1
1
.
8
0'
ǻ
=
1
9
°
3
7'5
4
"
R
=
9
1
0.0
0'
R=30.00' ǻ=111°57'42" L=58.62'
CH=S33°31'55"W 49.73'
S69°05'11"E
37.70'
150.39'4 5 .0 0 'CD=82.42'
CB=N18°10'53"W
ǻ=4°18'14"
L=82.44'
1 5 2 .5 0 'ǻ=20°14'41"L=441.67'CB=S10°12'40"ECD=439.38'1 0 'L .B .E .CB=N33°39'56"W
ǻ=1°18'51"CD=25.17'L=25.17'C B=N 32°06'37"W
ǻ=1°47'45"C D =34.40'L=34.40'C B =N 30°18'52"W
ǻ =1°47'45"C D =34.40'L=34.40'C B =N 28°31'07"W
ǻ =1°47'45"C D =34.40'L=34.40'C B =N 26 °4 3'22"W
ǻ =1 °4 7'4 5 "C D =34.4 0'L=3 4.40 'C B =N 2 4 °5 5 '3 7 "W
ǻ =1 °4 7 '4 5 "C D =3 4 .4 0 'L =3 4 .4 0 'C B =S 30°18'53"E
ǻ =1°47'45"C D =39.18'L=39.18'C B=S32°06'38"Eǻ=1°47'45"C D =39.18'L=39.18'CB=S33°43'12"Eǻ=1°25'24"CD=31.05'L=31.05'C B =S 2 4 °5 5 '3 8 "E
ǻ =1 °4 7 '4 5 "C D =3 9 .1 8 'L =3 9 .1 8 'C B =S 26 °4 3'23"E
ǻ =1°47 '45"C D =3 9 .18 'L=3 9.18 'ǻ =1 °5 4 '0 0 "L =3 6 .3 9 'C B =N 2 1 °1 7 '0 0 "W
C D =3 6 .3 9 'ǻ =1 °5 4 '0 0 "L =4 1 .4 5 'C B =S 2 1 °1 7 '0 0 "E
C D =4 1 .4 5 'ǻ =1 °4 7 '4 5 "L =3 4 .4 0 'C B =N 2 3 °0 7 '5 2 "W
C D =3 4 .4 0 'ǻ =1 °4 7 '4 5 "L =3 9 .1 8 'C B =S 2 3 °0 7 '5 3 "E
C D =3 9 .1 8 'ǻ =1°47'45"L=39.18'C B =S 28°31'07"E
C D =39.18'ǻ =4 °0 6 '1 4 "L =7 5 .3 8 'C B =S 1 8 °0 4 '5 3 "E
C D =7 5 .3 7 'CB=S36°ǻ=2°08'45"CD=39.42'L=39.42'CB=S34°19'22"Eǻ=2°08'45"CD=39.42'L=39.42'C B=N 32°10'37"W
ǻ=2°08'45"C D =39.42'L=39.42'C B =S 30°01'53"E
ǻ =2°08'45"C D =39.42'L=39.42'C B =S 27°53'07"E
ǻ =2°08'45"C D =39.42'L=39.42'C B =S 2 5 °4 4 '2 3 "E
ǻ =2 °0 8 '4 5 "C D =3 9 .4 2 'L =3 9 .4 2 'C B =N 2 3 °3 2 '0 0 "W
ǻ =2 °1 6 '0 0 "C D =4 1 .6 4 'L =4 1 .6 4 'CB=S36°28'07"Eǻ=2°08'45"CD=34.08'L=34.08'CB=S34°19'22"Eǻ=2°08'45"CD=34.08'L=34.08'C B=S32°10'37"Eǻ=2°08'45"C D =34.08'L=34.08'C B =S 3 0 °0 1 '5 2 "E
ǻ =2 °0 8 '4 5 "C D =3 4 .0 8 'L =3 4 .0 8 'C B =S 27°53'07"E
ǻ =2°08'45"C D =34.08'L=34.08'C B =S 2 5°4 4 '2 2 "E
ǻ =2 °0 8 '4 5 "C D =34 .0 8 'L =3 4 .0 8 'C B =S 2 3 °3 3 '2 8 "E
ǻ =2 °1 3 '0 3 "C D =3 5 .2 2 'L =3 5 .2 2 'ǻ =2 °1 6 '0 0 "L =4 1 .6 4 'C B =S 2 1 °1 6 '0 0 "E
C D =4 1 .6 4 'ǻ =9 0 °0 6 '1 2 "L =4 7 .1 8 'C B =S 2 4 °0 5 '2 5 "WCD=4 2 .4 6 'S 6 9 °5 2 '0 0 "W
1 7 2 .7 7 'ǻ=1°29'15" L=0.78' CH=S21°42'19"E 0.78'30'D .E .3 0 'D .E .5'D.E.7.5'D.E.
S 6 7 °3 6 '0 0 "W 15'D.E.7.5'7.5'20'D.E.&L.M.E.2 0 'D .E .&L .M .E .20'D.E.&L.M.E.2
0'
D
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M
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1
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L
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B
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5
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0
3'2
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L
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1
1
8.2
4'
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B
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S
3
2
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0
1'3
4
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E
C
D
=
1
1
8
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2
0'
1 0 'P .U .E .10'P.U .E.10'P.U.E.
1 0 'P .U .E .1
0
'P.U.E.
48,533 S.F. (1.11 Ac.)
(RECREATION AREA & L.A.E.)
TRACT "A"
(FUTURE DEVELOPMENT, L.A.E. & D.E.)
TRACT "F-2"
1,082,633 S.F. (24.85 Ac.)
TRACT "L-6"
(LAKE & D.E.)
135,681 S.F. (3.11 Ac.)
LOT 38
L
OT
3
9
LO T218LO T219LO T220L O T 221L O T 2 2 2L O T 2 2 3
L O T 2 2 4
L O T 2 2 5
LOT 226
L O T 2 2 7
L O T 2 2 8
L O T 2 2 9
L O T 230LO T231LO T232LO T233LOT234N 62°22'45"E 152.50'N 60°35'00"E 152.50'N 58°47'15"E 152.50'N 56°59'30"E152.50'N 6 7 °4 6 '0 0 "E 1 5 2 .5 0 'N 6 5 °5 8 '1 5 "E 1 5 2 .5 0 'N 6 4 °1 0 '3 0 "E 1 5 2 .5 0 'S
3
5
°
3
7'2
8
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E
1
4
2.5
0'
S
3
5
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3
7'2
8
"
E
1
4
2.5
0'52°'30"W 142S54°36'15"W 142.50'S56°45'00"W 142.50'S 58°53'45"W 142.50'S 61°02'30"W 142.50'S 63 °11 '15 "W 1 42.5 0'S 6 5 °2 0 '0 0 "W 1 4 2 .5 0 '1 4 2 .5 1 'SW 1/4
(TRACT "F-2")
803.22'5,237S.F.5,237S.F.5,237S.F.5,237S .F.5,237S .F .5 ,2 3 7 S .F .5 ,5 3 2 S .F .5 ,9 0 7 S .F .7,575 S.F.
5 ,9 3 6 S .F .5 ,6 1 0 S .F .5 ,6 1 0 S .F .5 ,6 1 0 S .F .5,610S .F .5,610S .F.5,610S.F.7,828S.F.9
,
6
4
0
S
.
F
.
7,439 S.F.
1 0 'P .U .E .10'P.U.E.LOT235LOT 37
LOT217S
3
5
°
3
7'2
8
"
E
LOT236LOT237LOT238LOT242
LOT243
LOT244
L
O
T
245
L
O
T
2
4
6L
OT
2
4
7LO
T248SHEET 13 OF 13
NOTES
1. ALL DIMENSIONS SHOWN ARE IN FEET AND DECIMALS THEREOF.
2. BEARINGS AND COORDINATES SHOWN ARE STATE PLANE
FLORIDA EAST ZONE (NAD1983 (NSRS2007)) AND ARE BASED ON
THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 13 TO
BEAR N00°29'09"W.
3. ALL LINES ARE RADIAL UNLESS OTHERWISE INDICATED.
4. = SET PERMANENT REFERENCE MONUMENT (P.R.M.) ,1/2" x 18"
LONG IRON ROD WITH ALUMINUM CAP, STAMPED "LB 6940 P.R.M.",
UNLESS OTHERWISE NOTED.
5. = SET PERMANENT CONTROL POINT (P.C.P.) STAMPED LB 6940
6. MONUMENTS WILL BE SET AT ALL LOT AND TRACT CORNERS,
POINTS OF INTERSECTION, AND CHANGES OF DIRECTION WITHIN
THE SUBDIVISION THAT DO NOT REQUIRE A P.R.M. OR P.C.P.,
WHICH SHALL BE A 1/2" x 18" LONG IRON ROD WITH A CAP,
STAMPED "LB 6940", OR ALTERNATIVE MONUMENTATION AS MAY
BE REQUIRED.
7. C1 = CURVE NUMBER IN CURVE TABLE
8.ǻ= DELTA
9. Ac.= ACRES
10. A.E. = ACCESS EASEMENT
11. (C)= CALCULATED
12. C/L= CENTER LINE
13. CB = CHORD BEARING
14. CD = CHORD DISTANCE
15. CH = CHORD BEARING AND DISTANCE
16. C.M. = CONCRETE MONUMENT
17. C.C.R. = COLLIER COUNTY RECORDS
18. C.C.R. # = CERTIFIED CORNER RECORD NUMBER
19. COR. = CORNER
20. D.B. = DEED BOOK, COLLIER COUNTY RECORDS
21. D.E. = DRAINAGE EASEMENT
22. FD. = FOUND
23. FRAC.= FRACTION
24. I.E. = IRRIGATION EASEMENT
25. I.R.= IRON ROD
26. L= LENGTH
27. L.A.E.= LAKE ACCESS EASEMENT
28. L.B. = LICENSED BUSINESS
29. L.B.E. = LANDSCAPE BUFFER EASEMENT
30. L.M.E. = LAKE MAINTENANCE EASEMENT
31. (M)= MEASURED
32. N/R = NON-RADIAL
33. O.R. = OFFICIAL RECORD
34. (P) = PER "ORANGE BLOSSOM RANCH" PHASE 1A
OR 1B RECORD PLAT
35. O.U.E. = ORANGE TREE UTILITY COMPANY
UTILITY EASEMENT
36. P.B. = PLAT BOOK
37. P.C.= POINT OF CURVATURE
38. PG. = PAGE
39. PROP.= PROPERTY
40. P.T.= POINT OF TANGENCY
41. P.U.E. = PUBLIC UTILITY EASEMENT
42. R = RADIUS
43. SEC. = SECTION
44. S.F. = SQUARE FEET
0 25 50 100
SCALE IN FEET
1"=50'
CIVIL ENGINEERING - LAND SURVEYING - LAND PLANNING
2271 McGREGOR BLVD., SUITE 100, P.O. DRAWER 2800,
FORT MYERS, FLORIDA 33902-2800
PHONE (239) 461-3170 - WWW.BARRACO.NET - FAX (239) 461-3169
FLORIDA CERTIFICATES OF AUTHORIZATION -
ENGINEERING 7995 - SURVEYING LB-6940
and Associates, Inc.
THIS INSTRUMENT PREPARED BY:
SCOTT A. WHEELER, P.S.M.
RANCH AT ORANGE BLOSSOM, PHASE 2AA REPLAT OF A PORTION OF TRACT "L-3", ORANGE BLOSSOM RANCH PHASE 1A,AS RECORDED IN PLAT BOOK 45, PAGE 58, COLLIER COUNTY RECORDS,TOGETHER WITH LANDS LYING IN SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EASTA SUBDIVISION LYING IN SECTION 13,TOWNSHIP 48 SOUTH, RANGE 27 EASTCOLLIER COUNTY, FLORIDA
PLAT BOOK PAGEJ:\23218\DWG\SURVEYING\PLAT\OBR_NORTH_2A\23218P04.DWG - THU. 3-2-2017 - 11:26 AM
FLORIDAPLANE(EASTZONE)COORDINATESYSTEMNAD1983(NSRS2007)N
N
3 4 5
6 7 8
9 10 11
12 13
M ATCHLINES
E
E
S
H
E
E
T
1
0
MATCHLINEMATCHLINESEESHEET12SEESHEET9
Project: Developer Agreement
Orange Blossom Ranch
4183811 OR: 4373 PG: 3774
RECORDED in OFFICIAL RECORDS of COLLIER COUNTY, FL
06/27/2008 at 02:51PM DWIGHT E. BROCK, CLERK
RBC FEE 35.50
DOC -.70 .70
Folio No.: A portion of 00209961102 Rein:
TRANSPORTAT
ION
INTEROFFICE
MARGARET KREYNUS
DRAINAGE EASEMENT
THIS EASEMENT, made and entered into this 6 day of
vi 00 e, , 2008, by THE BRYAN W. PAUL FAMILY LIMITED
PARTNERSHIP, a Florida limited partnership, whose mailing address is P.O. Box 2357,
LaBelle, Florida 33935, (hereinafter referred to as "Grantor"), to COLLIER COUNTY, a
political subdivision of the State of Florida, whose mailing address is 3301 Tamiami
Trail East, Naples, Florida 34112 (hereinafter referred to as "Grantee").
(Wherever used herein the terms "Grantor" and "Grantee" include all the parties
to this instrument and their respective heirs, legal representatives, successors and
assigns. Grantor and Grantee are used for singular or plural, as the context requires.)
Grantor, for and in
consideration paid by t
WITNESSETH:
consideration of TEN DOLLARS ($10.00) and other valuable
ie Grantee, the receipt and sufficiency of which is hereby
acknowledged, hereby conveys,
perpetual, non-exclusive drainage
drainage structures and facilities,
berms, rip -rap and retaining waif
water control structures over,
located in Collier County, Florida, i
Subject to
grants, bargains and sells unto the Grantee, a
easement to enter upon and to install and maintain
oclg�b�pot limited to ditches, swales, earthen
sr �s, uaie. rind pipes, and various types of
Or, upon and ac o -,,.the following described lands
wit:
I1C%l d `. Il�tl T7 is ,
THIS,"7' -,NOT HOM
RTY
of record.
TO HAVE AND TO HOL �tfie'�e-unto-f 6` ifantee together with the right to
enter upon said land and to pl ccs bi)& vc to materials for the purpose of
constructing, operating, and maintainingTM drainage facilities thereon. This easement
includes the right to remove and use any and all excavated material to the extent
allowed by law and/or the restrictions affecting such property. The easement granted
herein shall constitute an easement running with the land and shall burden the lands
described above. Grantee is responsible for maintenance of the described drainage
easement.
IN WITNESS WHEREOF, the Grantor has caused these presents to be executed the
date and year first above written.
WITNESSES: THE BRYAN W. PAVL FAMILY LIMITED
PARTNE SHIP, a FI a mited partnership
By:
(Sig aturel,:
Nancy Ow
(Print Narr
(Si
Richard W. Crockett
(Print Name)
Bryan W. Paul
Name (Print or Type)
General Partner
Title (Print or Type)
OR; 4373 PG; 3775
STATE OF FLORIDA
COUNTY OF HENDRY
The foregoing Drainage Easement was acknowledged before me this 6th day of
May , 2008, by Bryan W. Paul , as General Partner of the
Bryan W. Paul Family Limited Partnership, a Florida limited partnership, who:
X
is personally known to me
OR
produced as proof of identity.
(affix notarial seal) l
(Sign to of otary ublic)
t I4b. FEEL Nancy W. Keel
Print Name of Nota P
�:-Notary Pu�bNc - State of Florida ry UbIIC)
• mVr E "19,2= Serial / Commission # (if any):
Commission # DD 323093
\Q:=
"'"��,:�;•• My Commission Expires:
•,•,,,Bond�;d By � krtional Nt�tory Pssn.
Last Revised: 2/01/07
OR: 4373 PG; 3776
PUL.TE HOME CORPORATION, a Michigan corporation, hereby subordinates its interest
as contract purchaser and consents to the conveyance of the Drainage Easement to Collier
County.
DATED
Witness (Signature)
Name: Lens I, e 0,Ajc i I I
(Print)
ess (Sig ature)
Name: kfb'L t'r a Pa e' lc-"-
(Print)
PULTE HOME CORPORATION, a Michigan
corporation
By: ZO
(Signature)
Name: 8464 A r4 /Li CG.0..64&4%k
(Print)
VU
Title: /�f'{�ihtri �n Tac �1 <
(Print Title) 9 0 itq V
STATE OF
COUNTY OF n. r
"
N d
Lr e�
The foregoing Drainage
Pulte Home Corporation,
is personally
OR
produced _
,to
(affix notarial seal) pw
,�V " Notary Public State of Fonda
;I Jessica Hemandez-Parkman
My Commiaskm DD775460
or n Expires 04/06/2012
Last Revised: 2/01/07
ed
me this (nAl"A day of
:kt,vv-�-4 1 C.� of the
(Sioature of Notary Public)
proof of identity.
�-C15S \C� � ✓�c.v�,"(.' �A�r�xlti'1Ci1/i
(Print Name of Notary Public)
Serial/ Commission # (if any): C� 7�775`7E,
My Commission Expires: H /(L i avi �
Appro ed as to form
4c
c --
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CY)
V
Lam-.
M
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-31C
-31c
1 I
I 1
I
I
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101 11 12
SIT
6
16
(O.R. 2895, PGS 2064-2069
15
14 13
P 0 rC:"° IIT OF COMMENCEMENT
17
r°
nerC
OR 1] L RECORDS BOOK
WLL Raw
22
23 24
19
20
b�
Ff 'NAIL
M'A = �
27
26
NOTES t.
25
30
29
S/TEMAP
(NOT Ta scar)
LINE TABLE
LINE BEARING LENGTH
L; I Tom -
N 89 3014 E
L2 I S 893535" W 30.00'
1..,
PROPERTY DESCRIPTION
A 30' FEET WIDE DRAINAGE EASEMENT LOCATED IN SECTION 13, TOWNSHIP 48 SOUTH,
RANGE 27 EAST, COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCE AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SECTION 13,
TOWNSHIP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA; THENCE RUN NORTH
0047109" WEST, FOR A DISTANCE OF 125.00 FEET TO A POINT ON THE NORTHERLY
RIGHT-OF-WAY LINE OF OIL WELL ROAD (C. R. 858); THENCE RUN SOUTH 893535" WEST
ALONG SAID NORTHERLY RIGHT-OF-WAY, FOR A DISTANCE OF 1,051.19 FEET, TO THE
SOUTHWEST CORNER OF PARCEL "IA" AS DESCRIBED IN OFFICIAL RECORDS BOOK 2895 AT
PAGES 2064 THROUGH 2069 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; SAID
POINT ALSO BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED;
THENCE RUN NORTH 002946" WEST ALONG THE WEST LINE OF SAID PARCEL "IA", FOR A
DISTANCE OF 2,494.52 FEET' THENCE RUN NORTH 8930'14" EAST, FOR A DISTANCE OF
30.00 FEET' THENCE RUN SOUTH 0029'46" EAST, FOR A DISTANCE OF 2,494.57 FEET TO A
POINT ON THE AFOREMENTIONED NORTHERLY RIGHT-OF-WAY LINE- THENCE RUN SOUTH
893535" WEST, FOR A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING OF THE
PARCEL OF LAND HEREIN DESCRIBED, CONTAINING 74,836 SQUARE FEET OR 1.718 ACRES,
MORE OR LESS
?CEL 'IA"I j
I I I
NORTH RIGHT—OF—WAY LINE
OIL WELL ROAD
SOUTH LINE OF THE SOUTHWEST 114 OF SECTION
14 TOWNSHIP 48 SOUTH, RANGE 27 EAST
S89 35 35 "W 1051.19'
75' WIDEALNN�—
,,,--OIL WELL ROAD RIGHT OF WAY
(OR. 4279. PG 1221)
0' RICHT--OF-WAY)
BEARING BASIS
13 b 13 P.O.C.
FOUND NAIL k IN TAB
24 24 SW CORNER OF SE 1/4
OF SECTION IJ -48-27
Q. GRAD Y MINOR & ASSOCIATES, P.A.
CIVIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSCAPEARCHI TEC IS
BONITA SPRINGS ■ FORTMYERS ■ NORTNPORT
3800 VIA DEL RE 11940 FAIRWAY LAKES DR. 2562 COMMERCE PKWY.
BONITA SPRINGS, FL 34134 FT MYERS, FL 33913 NORTH PORT, FL 34289
(239) 947-1144 (239) 690-4380 (941) 426-5858
ENCIN£ERINC COT. OF AU79 E8 0005151 SURWWX LiRT. a' AUIH. LB 0005151 LANDSCAPE ARL1l. BUW55 L V 26000266
www. aradzvminor. com
0. GRADY MINOR AND ASSOCIATES, P.A.
SIGNED
JUAN ARAQUE
BCH & LEGAL DESCRIPTION
DRAINAGE EASEMENT
SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EAST
COLLIER COUNTY, FLORIDA
_, P.S.M. 16405
STATE OF FLORIDA
DRAWN BY. DLS
CHECKBY.• KJG
JOB CODE. OBRPEB
5/2/08
8,364,?
IOF1 .
r �+CL1iI-ViJ
PARCEL 1A"
P 0 B'OiIVT OF BEGINNING
(O.R. 2895, PGS 2064-2069
F
P 0 rC:"° IIT OF COMMENCEMENT
r°
OR 1] L RECORDS BOOK
IPka ,)
f
Ff 'NAIL
M'A = �
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NOTES t.
`{
1. BEARINGS SMO HEREON REFER TO THE SOUTH LINE OF THE SOUTHWEST OUAR7ER OF
SECT/ON l3 TNP 48 SOUTH, RANGE 27 EAST, COLLIER COUNTY, FLORIDA, AS BEING
''
W S 893535 t1r K
2. THIS P ) Tj IS SUBJECT TO EASEMENTS, RESERVATIONS ANDIOR R£S7RIC770NS OF
h "ol RECORD;
0' 100'
200
SCALE.1" = 200'
w D S SHOWN HEREON ARE IN UN17ED STATES SURVEY FEET AND DECIMALS THEREOF.
?CEL 'IA"I j
I I I
NORTH RIGHT—OF—WAY LINE
OIL WELL ROAD
SOUTH LINE OF THE SOUTHWEST 114 OF SECTION
14 TOWNSHIP 48 SOUTH, RANGE 27 EAST
S89 35 35 "W 1051.19'
75' WIDEALNN�—
,,,--OIL WELL ROAD RIGHT OF WAY
(OR. 4279. PG 1221)
0' RICHT--OF-WAY)
BEARING BASIS
13 b 13 P.O.C.
FOUND NAIL k IN TAB
24 24 SW CORNER OF SE 1/4
OF SECTION IJ -48-27
Q. GRAD Y MINOR & ASSOCIATES, P.A.
CIVIL ENGINEERS ■ LAND SURVEYORS ■ PLANNERS ■ LANDSCAPEARCHI TEC IS
BONITA SPRINGS ■ FORTMYERS ■ NORTNPORT
3800 VIA DEL RE 11940 FAIRWAY LAKES DR. 2562 COMMERCE PKWY.
BONITA SPRINGS, FL 34134 FT MYERS, FL 33913 NORTH PORT, FL 34289
(239) 947-1144 (239) 690-4380 (941) 426-5858
ENCIN£ERINC COT. OF AU79 E8 0005151 SURWWX LiRT. a' AUIH. LB 0005151 LANDSCAPE ARL1l. BUW55 L V 26000266
www. aradzvminor. com
0. GRADY MINOR AND ASSOCIATES, P.A.
SIGNED
JUAN ARAQUE
BCH & LEGAL DESCRIPTION
DRAINAGE EASEMENT
SECTION 13, TOWNSHIP 48 SOUTH, RANGE 27 EAST
COLLIER COUNTY, FLORIDA
_, P.S.M. 16405
STATE OF FLORIDA
DRAWN BY. DLS
CHECKBY.• KJG
JOB CODE. OBRPEB
5/2/08
8,364,?
IOF1 .
Any person who decides to appeal any decision of the Board
will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you area person with a disability who needs any accommodation
in order to participate in this proceeding, you are entitled, at
no cost to you, to the provision of certain assistance. Please
contact the Collier County Facilities Management Division,
located at 3335 Tamiami Trail East, Suite #101, Naples, FL 34112-
5356, (239) 252-8380, at least two days prior to the meeting.
Assisted listening devices for the hearing impaired are available
in the Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
PENNY TAYLOR, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Teresa Cannon
Deputy Clerk (SEAL)
March 8 & 15, 2017 No. 1513733
Rig '4
4-0
Ro& �
2mx
NOTICE OF PUBLIC HEARING
NOTICE OF INTENT TO CONSIDER A RESOLUTION
Notice is hereby given that on March 28, 2017, in the Board
of County Commissioners Meeting Room, Third Floor, Collier
Government Center, 3299 East Tamiami Trail, Naples FL.,
the Board of County Commissioners (BCC) will consider the
enactment of a County Resolution. The meeting will commence
at 9:00 A.M. The title of the proposed Resolution is as follows:
RESOLUTION NO. 2017-
A
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, TO
DISCLAIM, RENOUNCE AND VACATE THE COUNTY AND
THE PUBLIC
INTEREST IN THE LAKE MAINTENANCE AND
CD
CL
DRAINAGE EASEMENT DESCRIBED IN OFFICIAL RECORD
BOOK 3989, PAGE 4175 AND A PORTION OF THE DRAINAGE
m
EASEMENT AS DESCRIBED IN OFFICIAL RECORD BOOK
4373, PAGE 3774 OF THE PUBLIC RECORDS OF COLLIER
:<
COUNTY, FLORIDA. THE SUBJECT PROPERTY IS LOCATED
;Z
NORTH OF THE INTERSECTION OF OIL WELL ROAD AND
HAWTHORN IN SECTION
RANGE 27 EAST, COLLIER COUNTY, FLORIDA. (PETITION
90
VAC-PL20160001099)
o
A copy of the proposed Resolution is on file with the Clerk to the
Board and is available for inspection. All interested parties are
Z
invited to attend and be heard.
NOTE: All persons wishing to speak on any agenda item must
H
register with the County manager prior to presentation of
o
the agenda item to be addressed. Individual speakers will be
R.
limited to 5 minutes on any item. The selection of any individual
to speak on behalf of an organization or group is encouraged.
q
If recognized by the Chairman, a spokesperson for a group or
Z
organization may be allotted 10 minutes to speak on an item.
NPersons
wishing to have written or graphic materials included in
the Board agenda packets must submit said material a minimum
of 3 weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall
be submitted to the appropriate County staff a minimum of
seven days prior to the public hearing. All materials used in
presentations before the Board will become a permanent part
of the record.
Any person who decides to appeal any decision of the Board
will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you area person with a disability who needs any accommodation
in order to participate in this proceeding, you are entitled, at
no cost to you, to the provision of certain assistance. Please
contact the Collier County Facilities Management Division,
located at 3335 Tamiami Trail East, Suite #101, Naples, FL 34112-
5356, (239) 252-8380, at least two days prior to the meeting.
Assisted listening devices for the hearing impaired are available
in the Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
PENNY TAYLOR, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Teresa Cannon
Deputy Clerk (SEAL)
March 8 & 15, 2017 No. 1513733
:..
.
. xi
....
NOTICE OF PUBLIC HEARING
NOTICE OF INTENT TO CONSIDER A RESOLUTION
Notice is hereby given that on March 28, 2017, in the Board
Of County Commissioners Meeting Room, Third Floor, Collier
Government Center, 3299 East Tamiami Trail, Naples FL.,
the Board of County Commissioners (BCC) will consider the
enactment of a County Resolution. The meeting will commence
at 9:00 A.M. The title of the proposed Resolution is as follows:
RESOLUTION NO. 2017-
NOTE: All persons wishing to speak on any agenda item must
register with the County manager prior to presentation of
the agenda item to be addressed. Individual speakers will be
limited to 5 minutes on any item. The selection of any individual
to speak on behalf of an organization or group is encouraged.
T If recognized by the Chairman, a spokesperson for a group or
organization may be allotted 10 minutes to speak on an item.
c Persons wishing to have written or graphic materials included in
-a the Board agenda packets must submit said material a minimum
(V of 3 weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall
C be submitted to the appropriate County staff a minimum of
M seven days prior to the public hearing. All materials used in
presentations before the Board will become a permanent part
of the record.
Any person who decides to appeal any decision of the Board
will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you area person with adisabilitywho needs any accommodation
in order to participate in this proceeding, you are entitled, at
no cost to you, to the provision of certain assistance. Please
contact the Collier County Facilities Management Division,
located at 3335 Tamiami Trail East, Suite #104„ Naples, FL 34112-
5356, (239) 252-8380, at least two days prior to the meeting.
Assisted listening devices for the hearing impaired are available
in the Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
PENNY TAYLOR, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Teresa Cannon
Deputy Clerk (SEAL)
March 8 & 15, 2017 No. 1513733
A RESOLUTION OF THE •BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, TO
DISCLAIM, RENOUNCE AND VACATE THE COUNTY AND
THE PUBLIC INTEREST IN THE LAKE MAINTENANCE AND
DRAINAGE EASEMENT DESCRIBED IN OFFICIAL RECORD
3
BOOK 3989, PAGE 4175 AND A PORTION OF THE DRAINAGE
EASEMENT AS DESCRIBED IN OFFICIAL RECORD BOOK
Z
4373, PAGE 3774 OF THE PUBLIC RECORDS OF COLLIER
>,
COUNTY, FLORIDA. THE SUBJECT PROPERTY IS LOCATED
•�
NORTH OF THE INTERSECTION OF OIL WELL ROAD AND
C
HAWTHORN ROAD, IN SECTION 13, TOWNSHIP 48 SOUTH,
?+
RANGE 27 EAST, COLLIER COUNTY, FLORIDA. (PETITION
VAC-PL20160001099)
CL
Z
A copy of the proposed Resolution is on file with the Clerk to the
Board
and is available for inspection. All interested parties are
invited to attend and be heard.
NOTE: All persons wishing to speak on any agenda item must
register with the County manager prior to presentation of
the agenda item to be addressed. Individual speakers will be
limited to 5 minutes on any item. The selection of any individual
to speak on behalf of an organization or group is encouraged.
T If recognized by the Chairman, a spokesperson for a group or
organization may be allotted 10 minutes to speak on an item.
c Persons wishing to have written or graphic materials included in
-a the Board agenda packets must submit said material a minimum
(V of 3 weeks prior to the respective public hearing. In any case,
written materials intended to be considered by the Board shall
C be submitted to the appropriate County staff a minimum of
M seven days prior to the public hearing. All materials used in
presentations before the Board will become a permanent part
of the record.
Any person who decides to appeal any decision of the Board
will need a record of the proceedings pertaining thereto and
therefore, may need to ensure that a verbatim record of the
proceedings is made, which record includes the testimony and
evidence upon which the appeal is based.
If you area person with adisabilitywho needs any accommodation
in order to participate in this proceeding, you are entitled, at
no cost to you, to the provision of certain assistance. Please
contact the Collier County Facilities Management Division,
located at 3335 Tamiami Trail East, Suite #104„ Naples, FL 34112-
5356, (239) 252-8380, at least two days prior to the meeting.
Assisted listening devices for the hearing impaired are available
in the Board of County Commissioners Office.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
PENNY TAYLOR, CHAIRMAN
DWIGHT E. BROCK, CLERK
By: Teresa Cannon
Deputy Clerk (SEAL)
March 8 & 15, 2017 No. 1513733