Agenda 01/11/2011 Item # 7B
Agenda Changes
Board of County Commissioners Meeting
January 11, 2011
Withdraw Item 6B: Public Petition request by Keith M. Sowers requesting the Board of County Commissioners
consider his request to participate in the Impact Fee Payment Assistance Program for the proposed U-Save Grocery
Store in Immokalee. (Petitioner's request)
CONTINUE COMPANION ITEMS: 7A" 7B AND lOB
TO THE FEBRUARY 22" 2011 BCC MEETING:
TOWN OF AVE MARIA DOA-PL-20l0-l75l, SRAA-
PL20l0-l988 AND FINAL PLAT. (PETITIONER'S
REQUEST)
Add Item 9D: Recommendation that the Collier County Airport Authority rescind Collier County Airport
Authority Administrative Code Policy No. 631 and require all rates and fees charged at the airports be set,
and all airport related agreements and leases, be approved by the Collier County Airport Authority.
(Commissioner Hiller's request)
Move Item 16Cl to Item 10F: Recommendation to award Contract #10-5599 to Stantec Consulting Services,
Inc., in the amount of $341,534, Construction Engineering Inspection Services for the first stage of Phase IV of
the South RO Well field Raw Water Transmission Main Repair Project, Project #70030. (Staff's request)
Move Item 16F2 to Item 10E: Recommendation for the Board to approve an economic development agency
report required by Section 125.045, Florida Statutes and authorize the County Manager to submit a copy of
the report to The Office of Economic and Demographic Research. (Commissioner Hiller's request)
Withdraw Item 16H5: Commissioner Fiala requests Board approval for reimbursement regarding
attendance at a function serving a Valid Public Purpose. Attended the Marco Island Area Chamber of
Commerce Annual Installation Celebration and Leadership Marco Graduation on January 9, 2011 on Marco
Island, FL. $75 to be paid from Commissioner Fiala's travel budget. (Commissioner Fiala's request)
Withdraw Item 16K2: Recommendation to approve an increase in the purchase order for Grant, Fridkin, Pearson,
Athan & Crown to a total of $115,000 for the case of Ker Enterprises, Inc., d/b/a Armadillo Underground v.
APAC-Southeast, Inc. v. Collier County, Case No. 09-8724-CA, now pending in the Circuit Court of the Twentieth
Judicial Circuit in and for Collier County, Florida. (Vanderbilt Beach Road Project 63051)
(Fiscal Impact an additional $50,000) (County Attorney's request)
Note:
Correction to Item 16D7: In the Executive Summary, the Staff Recommendation section should read, "To approve and
authorize the Chairman to sign three (3) lien agreements for deferral" rather than two (2) agreements for deferral.
Time Certain Items:
Item 5D to be heard at 10:00 a.m.
Item 12A to be heard at 1:00 p.m.
Agenda Item NO.7 A
January 11, 2011
Page 1 of 139
EXECUTIVE SUMMARY
A resolution amending Resolution Number 05-235 (Development Order No. 05-01), as
amended, for The Town of Ave Maria Development of Regional Impact ("DRI") located in
Sections 31 through 33, Township 47 South, Range 29 East and Sections 4 through 9 and 16
through 18, Township 48 South, Range 29 East in Collier County, Florida; by providing for:
Section One, amendments to Development Order by revising Exhibit C: SRA Master Plan
to divide Town Center 2 into Town Center 2a and Town Center 2b, to relocate Town Center
2b to Oil Well Road and to relocate an access point on Oil Well Road; Section Two,
Findings of Fact; Section Three, Conclusions of Law; and Section Four, Effect of Previously
Issued Development Orders, transmittal to Department Of Community Affairs and effective
date. (Petition DOA-PL2010-1751) [Companion to SRAA-PL2010-1988]
OBJECTIVE:
To have the Board of County Commissioners (BCC) review staffs findings and
recommendations along with the recommendations of the Collier County Planning Commission
(CCPC) regarding the above referenced petition and render a decision regarding this DRI
amendment petition; and ensure the project is in harmony with all the applicable codes and
regulations in order to ensure that the community's interests are maintained.
CONSIDERA TIONS:
This DRI Resolution proposes to amend the Development of Regional Impact (DRI)
Development Order to divide Town Center 2 into Town Center 2a and Town Center 2b, to
relocate Town Center 2b on Oil Well Road and to relocate an access point on Oil Well Road.
FISCAL IMPACT:
The County collects impact fees prior to the issuance of building permits to help offset the
impacts of each new development on public facilities. These impact fees are used to fund
projects identified in the Capital Improvement Element of the Growth Management Plan as
needed to maintain adopted Level of Service (LOS) for public facilities. Additionally, in order
to meet the requirements of concurrency management, the developer of every local development
order approved by Collier County is required to pay a portion of the estimated Transportation
Impact Fees associated with the project in accordance with Chapter 74 of the Collier County
Code of Laws and Ordinances. Other fees collected prior to issuance of a building permit include
building permit review fees. Finally, additional revenue is generated by application of ad
valorem tax rates, and that revenue is directly related to the value of the improvements. Please
note that impact fees and taxes collected were not included in the criteria used by staff and the
Planning Commission to analyze this petition.
For this petition, the Deputy Administrator directed staff to collect a fee for a minor change
similar to what is charged for an insubstantial change for a Planned Unit Development of $1,500,
the fire review fee of$150, along with the required (estimated) advertising fees of$1,075 not the
DOA-PL2010-1751 , Town of Ave Maria DRI
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 1 of3
Agenda Item No.7 A
January 11, 2011
Page 2 of 139
total DRI DO amendment fee of $6,000 plus $25 per acre (subject to final BCC approval),
because the information required for this amendment application and the companion Stewardship
Receiving Area (SRA) amendment application provide the same information as administrative
amendment petition number SRAA-PL201 0-313 wherein the full fee of $1 0,000 was collected.
GROWTH MANAGEMENT PLAN (GMP) IMPACT:
Comprehensive Planning Staff was not required to review this petition because the proposed
action does not affect this project's original consistency detennination as carried forward in the
SRAA companion petition.
COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION:
This item was heard by the CCPC at the December 2, 2010 hearing, and by a vote of 7 to 2 the
CCPC voted to forward this petition to the. Board of County Commissioners (BCC) with a
recommendation of approval of this petition subject with staff recommendations.
Because the CCPC approval recommendation was not unanimous, this petition cannot be placed
on the Summary Agenda.
LEGAL CONSIDERATIONS:
Petitioner is requesting an amendment to the Master Concept Plan of the DRI Resolution. The
Department of Community Affairs has agreed that the proposed change to the Master Concept
Plan is not a substantial deviation in accordance with Section 380.06(l9)(e)2.k., F.S.
The burden falls upon the applicant for the amendment to prove that the proposal is consistent
with all of the criteria set forth below. The burden then shifts to the Board of County
Commissioners (BCC), should it consider denial, that such denial is not arbitrary, discriminatory
or unreasonable. This would be accomplished by finding that the amendment does not meet one
or more of the listed criteria.
Criteria for DRI Amendment
1. Consider: Consistency with the Collier County Land Development Code.
2. Consider: Consistency with the goals, objectives, and policies of the GMP.
3. Consider: Impacts on public infrastructure.
The BCC must base its decision upon the competent, substantial evidence presented by the
written materials supplied to it, including but not limited to the Staff Report, Executive
Summary, maps, studies, letters from interested persons and the oral testimony presented at the
BCC hearing as these items relate to these criteria. The proposed Resolution was prepared by the
DOA-PL2010-1751, Town of Ave Maria DRI
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 2 of3
Agenda Item NO.7 A
January 11, 2011
Page 3 of 139
County Attorney's Office. This Executive Summary has been reviewed for legal sufficiency and
is legally sufficient for Board action. (HF AC)
RECOMMENDATION:
Staff recommends that the Board of County Commissioners:
1) Approve the request for DOA-PL20l0-l75l, Town of Ave Maria DRI, subject to the
attached DRI Development Order Amendment and Resolution; and
2) Approve the administrative adjustment in fees from $6,000 plus $25 per acre, to the
estimated processing and advertising costs of $3,075 only.
PREPARED BY:
Kay Deselem, AICP, Principal Planner, Land Development Services
Growth Management Division, Planning and Regulation
Attachments: 1) Staff Report
2) Resolution
3) Application
DOA-PL2010-1751. Town of Ave Maria DRI
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 3 of3
Agenda Item NO.7 A
January 11, 2011
Page 4 of 139
Due to an advertising error with Item 7B, this item has
been continued to the January 11, 2011 Bee Meeting.
Item Number:
Item Summary:
Meeting Date:
Agenda Item NO.7 A
January 11, 2011
Page 5 of 139
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
7A
This item continued from the December 14, 2010 BeC Meeting. This item requires that all
participants be sworn in and ex parte disclosure be provided by Commission members: A
resolution amending Resolution Number 05-235 (Development Order No. 05-01), as
amended, for The Town of Ave Maria Development of Regional Impact (DRI) located in
Sections 31 through 33, Township 47 South, Range 29 East and Sections 4 through 9 and
16 through 18, Township 48 South, Range 29 East in Collier County, Florida; by providing
for: Section One, amendments to Development Order by revising Exhibit C: SRA Master Plan
to divide Town Center 2 into Town Center 2a and Town Center 2b, to relocate Town Center
2b to Oil Well Road and to relocate an access point on Oil Well Road; Section Two, Findings
of Fact; Section Three, Conclusions of Law; and Section Four, Effect of Previously Issued
Development Orders, transmittal to Department Of Community Affairs and effective date.
(Petition DOA-PL2010-1751) [Companion to SRAA-PL2010-1988](CTS)
1/11/2011 9:00:00 AM
Prepared By
Kay Deselem, AICP
Community Development &
Environmental Services
Planner, Principal
Date
Zoning & Land Development Review
11/17/20102:39:11 PM
Approved By
Judy Puig
Community Development &
Environmental Services
Operations Analyst
Community Development &
Environmental Services
Date
11/17/20104:22 PM
Approved By
Nick Casalanguida
Transportation Division
Director - Transportation Planning
Date
Approved By
Transportation Planning
11/18/20101:08 PM
Ray Bellows
Community Development &
Environmental Services
Manager - Planning
Date
Approved By
Zoning & Land Development Review
11/18/20106:29 PM
William D. Lorenz, Jr., P.E.
Community Development &
Environmental Services
Director - CDES Engineering Services
Date
Engineering & Environmental Services
11/20/201010:53 AM
Approved By
Norm E. Feder, AICP
Transportation Division
Administrator - Transportation
Date
Transportation Administration
11/22/20102:53 PM
Approved By
Agenda Item No.7 A
January 11, 2011
Page 6 of 139
Heidi F. Ashton
Section ChieflLand Use-Transportation
Date
County Attorney
County Attorney
12/2/20104:34 PM
Approved By
Jeff Klatzkow
County Attorney
Date
12/3/201010:13 AM
Approved By
OMB Coordinator
Date
County Manager's Office
Office of Management & Budget
12/3/201012:53 PM
Approved By
Therese Stanley
Manager - Operations Support - Trans
Date
Office of Management &
Budget
Office of Management & Budget
12/3/20104:24 PM
Approved By
Leo E. Ochs, Jr.
County Manager
Date
County Managers Office
County Managers Office
12/5/20102:37 PM
Agenda Item No. 7 A
January 11, 2011
Page 7 of 139
Co~T County
-. '--~J . ._
STAFF REPORT
TO: COLLIER COUNTY PLANNING COMMISSION
FROM: ZONING SERVICES--LAND DEVELOPMENT SERVICES DEPARTMENT
GROWTH MANAGEMENT DIVISION--PLANNING & REGULATION
HEARING DATE: DECEMBER 2, 2010
SUBJECT: SRA.A-PL2010-1988, THE TOWN OF AVE MARIA STEWARDSHIP
RECEIVING AREA (SRA) [COMPANION TO PETITION NUMBER DOA-
PL2010-1751]
PROPERTY OWNER &APPLICANT/AGENTS:
Owner/Applicant
Agents:
David Genson, P .E.
Ave Maria Development, LLLP
2600 Golden Gate Pkwy.
Naples, FL 34105
George Varnadoe, Esq.
Cheffy Passidolrtd
821 Fifth Ave S., Suite 201
Naples, FL 34102
Alan D. Reynolds, AICP
WilsonMiller Stantec
3200 Bailey Lane, Suite 200
Naples, FL 34105
REQUESTED ACTION:
The petitioner is requesting an amendment to the Town of Ave Maria SRA to revise the Master
Plan to divide the Town Center 2 tract into Town Center 2a and 2b, and to relocate the roadway
connections on Oil Well Road.
GEOGRAPHIC LOCATION:
The subject property, consisting of 5,027 acres, is located on the north side of Oil Well Road, the
west side of Camp Keais Road and approximately 6,000 feet south ofImmokalee Road (CR-846).
The property lies within Sections 4-9 & 16-18, Township 48 South, Range 29 East and Sections
31-33 Township 47 South, Range 29 East. (See the location map on following page)
PURPOSE/DESCRIPTION OF PROJECT:
This petition is amending the SRA resolution (Resolutions No. 2004-89 and 2005-234A) pursuant
to Section 4.08.07 of the Collier County Land Development Code. That amendment requests
approval of a Master Plan amendment to divide Town Center 2 into Town Center 2a and 2b,
moving Town Center 2b, approximately 50 acres in size, from Camp Keais Road to a site along
Oil Well Road as depicted on the attached SRA Master Plan. In addition, the petitioner is
relocating access points along Oil Well Road. The westernmost access point is being moved to
accommodate the Town Center 2b relocation.
Town of Ave Maria SRA, SRAA-PL2010-1988 Page 1 of 7
December 2,2010 eepe
Rev 3: 11/19/10
Agenda Item NO.7 A
January 11, 2011
Page 8 of 139
This petition is a companion petition to a Development of Regional Impact (DR!) Development
Order (DO) amendment to make the same changes to the DRI DO. The DR! petition is identified
as
PROPOSED TOWN CENTER 2 CHANGES
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December 2,2010 CCPC
Rev 3: 11/19/10
Page 2 of 7
Agenda Item NO.7 A
January 11, 2011
Page 9 of 139
Excerpt from original SRA Master Plan
showing original designation of area along Oil Well Road
Excerpt from proposed SRA Master Plan
showing the re-designation of Town Center 2a
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Excerpt from proposed SRA Master Plan
showing the relocation area for Town Center 2b
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2,2010 CCPC
Rev 3: 11/19/10
Page 3 of 7
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Agenda Item NO.7 A
January 11, 2011
Page 10 of 139
PROPOSED ACCESS POINT DIFFERENCES
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GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY:
Future Land Use Element (FLUE): The subject property is designated on the Future Land Use
Map and Map Series as Agriculture/Rural, Agriculture/Rural Mixed Use District and is within the
Rural Lands Stewardship Area Overlay (RLSA). The Town of Ave Maria is an approved and
partially developed Stewardship Receiving Area (SRA) and Development of Regional Impact
(DRI), both of which were deemed consistent with the Future Land Use Element at time of
approval in 2005. This petition seeks to amend the SRA Master Plan (through a public hearing
process) to divide the Town Center 2 Tract into two parts, Town Center 2a and 2b, and relocate
Town Center 2b from along Camp Keais Road to along Oil Well Road (CR 858). The SRA
document and Master Plan is incorporated by reference into the DRI Development Order. A
companion petition (DOA-PL2010-1751) is seeking the same amendment.
Based upon the above analysis, staff finds that the proposed amendment to the Town of Ave Maria
SRA may be deemed consistent with the Future Land Use Element of the Growth Management
Plan.
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2, 2010 eepe
Rev 3: 11/19/10
Page 4 of 7
Agenda Item NO.7 A
January 11, 2011
Page 11 of 139
STAFF REVIEW:
Zoning Review: The proposed amendment changes comply with the requirements of the SRA
procedures set forth in LDC Section 4.08.07. In compliance with LDC Section 4.08.07.E, the
proposed changes are not in conflict with any SRA suitability criteria, RLSA District regulations.
The proposed changes continue to direct incompatible land uses away from FSAs, HSAs, WRAs,
and Conservation Lands. The petitioner has already demonstrated that he has acquired or will
acquire sufficient Stewardship Credits to implement the SRA uses. The proposed changes should
not have negative including environmental and public infrastructure impacts. The proposed
amendment does not change the overall approved uses, increase the overall approved density or
overall use intensity, nor changes the perimeter boundaries of the SRA (or DRI), but it does change
the location of permitted uses. The relocated Town Center 2b will intensify the uses in that area
since that area is currently designated Neighborhood General. Neighborhood General is a
residential area whereas the Town Center area allows for more intense commercial uses.
Transportation Review: Transportation Planning staff has reviewed the Ave Maria SRA
Amendment and has determined that the proposed amendments do not present an additional impact
on the adjacent roadway network. Transportation Planning Staff provided the following
comments:
[Transportation Planning stafJ] has no objection to [the] relocation of 465,000 square feet
of approved commercial [area] within the site. The traffic analysis looks at a 2012 buildout
of this square footage, and includes a 5-year analysis. [There is] no change to net external
[approved] trip generation.
As such, the roadway network has sufficient capacity to accommodate this project within the 5-
year planning period, and staff recommends that this project be found consistent with Policy 5.1 of
the Transportation Element of the Growth Management Plan (GMP).
A letter from the applicant's traffic engineer was submitted with the companion DR! DO
amendment application in lieu of a Traffic Impact Statement (TIS). Since the issues are identical,
staff did not require additional information to be submitted for this SRA amendment. In the
opinion of Staff, that letter addresses this project's existing traffic impacts and recognizes that
there are minimal changes to the distribution characteristics of the overall project; though nothing
is indicated that would impact the project's consistency with GMP Transportation Element Policy
5.1. Mitigation requirements have been previously addressed and satisfied in prior approvals.
COUNTY ATTORNEY OFFICE REVIEW:
The County Attorney Office has reviewed the staff report for this petition revised on November 10,
2010.
ST AFF RECOMMENDATION:
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2,2010 CCPC
Rev 3: 11/19/10
Page 5 of?
Agenda Item No. 7 A
January 11, 2011
Page 12 of 139
Staff recommends that the Collier County Planning Commission (CCPC) forward Petition SRAA-
PL2010-1988 to the Board of County Commissioners (BCC) with a recommendation of approval as
described by the accompanying resolution.
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2,2010 CCPC
Rev 3: 11/19/10
Page 6 of 7
Agenda Item No. 7 A
January 11, 2011
Page 13 of 139
PREPARED BY:
KA YDESELEM, AICP, PRINCIPAL PLANNER
DEPARTMENT OF LAND DEVELOPMENT SERVICES
DATE
REVIEWED BY:
RAYMOND V. BELLOWS, ZONING MANAGER
DEPARTMENT OF LAND DEVELOPMENT SERVICES
DATE
WILLIAM D. LORENZ, JR., P.E., DIRECTOR
DEP ARTMENT OF LAND DEVELOPMENT SERVICES
DATE
APPROVED BY:
NICK CASALANGUIDA, DEPUTY ADMINISTRATOR
GROWTH MANAGEMENT DIVISION
DATE
COLLIER COUNTY PLANNING COMMISSION:
MARKP. STRAIN, CHAIRMAN
DATE
Tentatively scheduled for the December 14,2010 Board of County Commissioners Meeting
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2, 2010 eepe
Rev: 11/9/10
Page 7 of 7
Co~T County
-. .~~L ..__
Agenda Item No.7 A
January 11, 2011
Page 14 of 139
REVISED STAFF REPORT
TO: COLLIER COUNTY PLANNING COMMISSION
FROM: ZONING SERVICES--LAND DEVELOPMENT SERVICES DEPARTMENT
GROWTH MANAGEMENT DIVISION--PLANNING & REGULA nON
HEARING DATE: DECEMBER 2,2010
SUBJECT: DOA-PL2010-1751, THE TOWN OF AVE MARIA DRI
(COMPANION ITEM: SRAA-PL201O-1988)
PROPERTY OWNER &APPLICANT/AGENTS:
Owner/Applicant
Agents:
David Genson, P .E.
Ave Maria Development, LLLP
2600 Golden Gate Pkwy.
Naples, FL 34105
REQUESTED ACTION:
George Varnadoe, Esq.
Cheffy Passidomo
821 Fifth Ave S., Suite 201
Naples, FL 34102
Alan D. Re}1lolds, AICP
WilsonMiller Stantec
3200 Bailey Lane, Suite 200
Naples, FL 34105
The petitioner is requesting an amendment to the Town of Ave Maria Development of Regional
Impact (DRI) Development Order (DO) to revise Exhibit C so the DRI DO to divide Town Center
2 and relocate one access point.
GEOGRAPHIC LOCATION:
The DRI subject property, consisting of 5,027 acres, is located on the north side of Oil Well Road,
the west side of Camp Keais Road and approximately 6,000 feet south of Immokalee Road (CR-
846). The property lies within Sections 4-9 & 16- I 8, Township 48 South, Range 29 East and
Sections 3 I -33 Township 47 South, Range 29 East. (See the location map on following page)
PURPOSE/DESCRIPTION OF PROJECT:
The petitioner is proposing to amend Exhibit C to DRI Development Order #05-10, the Master
Plan to divide Town Center 2 into Town Center 2a and 2b, moving Town Center 2b,
approximately 50 acres in size, from Camp Keais Road to a site along Oil Well Road as depicted
on the attached SRA Master Plan. In addition, the petitioner is relocating one access point along
Oil Well Road. The westernmost access point is being moved to accommodate the Town Center
2b relocation.
The petitioners are seeking this DRI (DRI) Development Order (DO) Amendment (DOA) in
response to correspondence from the State of Florida Department of Community Affairs (DCA)
Town of Ave Maria DRI, DOA-PL2010-1751 Page 1 of?
December 2,2010 CCPC
Rev: 11/19/10
Agenda Item No, 7 A
January 11, 2011
who has opined that since the SRA Master Plan is included as Exhibit C in the original DR<I~<1P, of 139
the DRI DO must be amended to match the SRA Master Plan (See attached letter from DCA). In
the DCA letter, the state has determined that the DRI DO can be amended without submitting an
official Notice of Proposed Change (NOPC).
Camp Keais Road
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Town of Ave Maria DRI, DOA-PL2010-1751
December 2,2010 CCPC
Rev: 11/19/10
Page 2 of 7
Agenda Item NO.7 A
January 11, 2011
Page 16 of 139
Excerpt from Revised SRA Master Plan
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Excerpt from Revised SRA Master Plan
Town of Ave Maria DRI, DOA-PL2010-1751
December 2,2010 CCPC
Rev: 11/19/10
Page 3 of 7
Agenda Item NO.7 A
January 11, 2011
Page 17 of 139
PROPOSED ACCESS POINT DIFFERENCES
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Excerpt from proposed SRA Master Plan
The first point of analysis in any DOA is to determine whether it is a substantial deviation. Florida
Statute 380.06(19)(e) provides in subsection (2) that certain development order changes are not
substantial deviations, as follows:
The following changes, individually or cumulatively with any previous changes, are not
substantial deviations:
. . . . k. Any other change which the state land planning agency, in consultation with
the regional planning council, agrees in writing is similar in nature, impact, or
character to the changes enumerated in sub-subparagraphs a.-j. and which
does not create the likelihood of any additional regional impact.
The Statute further provides that such a change is processed by an application for DO amendment
through the local government without the necessity of filing for an NOPC with the Regional
Planning Council (RPC). The statutory language is as follows:
This subsection does not require the filing of a notice of proposed change but shall
require an application to the local government to amend the development order in
accordance with the local government's procedures for amendment of a
Town of Ave Maria DRI, DOA-PL2010-1751
December 2,2010 CCPC
Rev: 11/19/10
Page 4 of 7
Agenda Item NO.7 A
January 11, 2011
development order. In accordance with the local government's procedurlSpge 18 of 139
including requirements for notice to the applicant and the public, the local
government shall either deny the application for amendment or adopt an
amendment to the development order which approves the application with or
without conditions.
This method of a DOA is different from the norm, where the applicant files a Notice of Proposed
Change (NOPC) with the County and Regional Planning Council.
SOUTHWEST FLORIDA REGIONAL PLANNING COUNCIL (RPC):
Copies of the submittal documents were provided to the RPC for review. RPC staff has
determined that no formal review by the RPC is required and a hearing before the RPC is not
required (See attached August 5, 2010 letter from Daniel L. Trescott, RPc.
DEPARTMENT OF COMMUNITY AFFAIRS (DCA):
DCA provided a letter dated September 21, 2010, that indicated a DRI DO amendment would be
required to make the changes proposed by the applicant. However, DCA determined that the DRI
DO amendment would not require the filing of a formal Notice of Proposed Change (NOPC).
Copies of the application submittal documents were provided to DCA for review. No comments
have been received from that agency regarding the DRI DO amendment application itself.
STAFF REVIEW:
Zoning Review: Development parameters contained in DRI Development Orders are prerequisite
to zoning actions that implement DR! approved land use authorizations. DRI Development Orders
are structured to contain regulations that respond to relationships dictated by State Administrative
rules. Specifically, those relationships and questions that an applicant is required to analyze and
report on as part of their Application for Development Approval (ADA) are included in the DRI
DO. The proposed amendment does not change the overall approved uses, increase the overall
approved density or overall use intensity, nor changes the perimeter boundaries of the SRA (or
DRI), but it does change the location of permitted uses. The relocated Town Center 2a will
intensify the uses in that area since that area is currently designated Neighborhood General.
Neighborhood General is a residential area whereas the Town Center area allows for more intense
commercial uses.
Transportation Review: Transportation Planning staff has reviewed the Ave Maria Development
Order Amendment and has determined that the proposed amendments do not present an additional
impact on the adjacent roadway network. As such, the roadway network has sufficient capacity to
accommodate this project within the 5-year planning period, and staff recommends that this project
be found consistent with Policy 5.1 of the Transportation Element of the Growth Management Plan
(GMP).
A letter from the applicants traffic engineer has been submitted in lieu of a Traffic Impact
Statement (TIS) included as back-up material. In the opinion of Staff, this letter addresses this
project's existing traffic impacts and recognizes that there are minimal changes to the distribution
characteristics of the DRI; though nothing is indicated that would impact the project's consistency
with GMP Transportation Element Policy 5.1.
Town of Ave Maria DRI, DOA-PL2010-1751 Page 5 of?
December 2, 2010 CCPC
Rev: 11/19/10
Agenda Item No.7 A
January 11, 2011
Page 19 of 1 39
Those policies require the review of all rezone requests with consideration of their impact on the
overall transportation system, and specifically note that the County should not approve any request
that significantly impacts a roadway segment already operating and/or projected to operate at an
unacceptable Level of Service (LOS) within the five-year planning period unless specific
mitigating stipulations are approved. Mitigation requirements have been previously addressed and
satisfied in prior approvals.
COUNTY ATTORNEY OFFICE REVIEW:
The County Attorney Office has reviewed the staff report for this petition revised on November 10,
2010.
STAFF RECOMMENDATION:
Staff recommends that the Collier County Planning Commission (CCPC) forward Petition DOA-PL-
2010-1751 to the Board of County Commissioners (BCC) with a recommendation of approval as
described by the amending DRI Development Order resolution.
Town of Ave Maria DRI, DOA-PL2010-1751
December 2, 2010 CCPC
Rev: 11/19/10
Page 6 of 7
Agenda Item NO.7 A
January 11, 2011
Page 20 of 139
PREPARED BY:
KAY DESELEM, AICP, PRINCIPAL PLANNER
DEPARTMENT OF LAND DEVELOPMENT SERVICES
DATE
REVIEWED BY:
RAYMOND V. BELLOWS, ZONING MANAGER
DEPARTMENT OF LAND DEVELOPMENT SERVICES
DATE
WILLIAM D. LORENZ, JR., P.E., DIRECTOR
DEP ARTMENT OF LAND DEVELOPMENT SERVICES
DATE
APPROVED BY:
NICK CASALANGUIDA, DEPUTY ADMINISTRATOR
GROWTH MANAGEMENT DIVISION
DATE
COLLIER COUNTY PLANNING COMMISSION:
MARKP. STRAIN, CHAIRMAN
DATE
Tentatively scheduled for the December 14, 2010 Board of County Commissioners Meeting
Town of Ave Maria DRI, DOA-PL2010-1751
December 2,2010 CCPC
Rev: 11/9/10
Page 7 of 7
Co~T Cou.nty
~
Agenda Item No. 7 A
January 11, 2011
Page 21 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION!
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIOA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
APPLICATION FOR PUBLIC HEARING FOR (check one):
o DRI Application for Development Approval (DRI)
o DRI Notice of Proposed Change (DOA)
[gJ Other DRt Development Order Amendment (DOA)
PROJECT NUMBER
PROJECT NAME
DATE PROCESSED
DOA-PL2010-1751 Rev: 2
Town of Ave Maria DRI
Date: 10/7/10
APPLICANT INFORMATION
APPLICANT{S) Ave Maria Development. LLLP
FIRM Attn: David Genson. P.E.
ADDRESS 2600 Golden Gate Parkway CITY Naples STATE FL ZIP 34105
TELEPHONE # 262-2600 CELL # _ FAX # 262-1840
E-MAIL ADDRESS:dgenson@barroncollier.com
Is the applicant the owner of the subject property? [8] Yes 0 No
Please provide the following information on separate sheets.
o (a) If applicant is a land trust, so indicate and name beneficiaries.
o (b) If applicant is corporation other than a public corporation, so indicate and name officers and
major stockholders.
I2J (c) If applicant is a partnership, limited partnership or other business entity, so indicate and
name principals.
Please see attached.
o (d) If applicant jf an owner, indicate exactly as recorded, a.'1d list all other owners, if any.
D (e) If applicant if a lessee, attach copy of lease, and indicate actual owners if not indicated on the
lease.
D (f) If applicant is a contract purchaser, attach copy of contract, and indicate actual owner(s)
name and address.
T County
Agenda Item NO.7 A
January 11, 2011
Page 22 of 139
COLLIER COUNTY GOVERNMENT
GROWTtlMANAGEMENTDIVISION/
PLANNING AND REGULATION .
2QQONq[ffl.~QR$I:~HPI;;PRI"E
NAB.t.s~;;t='~QR!P}\:$4~q~' . ." .....,....
(239):2S?~a400FA){ ,(2:J9).252;;6358
WWW.colliergov.i1et.
. :;......:.>...jj.'..:.: ;?'::';:'};;];':':'J'~~t;:~tttlN'~IRM~TI(t1N,;L~kT: ..'....
y~~ '".,~'''.;'.
',..i-:.;"."
NAME OF AGENT Georae L. Varnadoe. Esq.
FIRM Cheffv Passidomo
ADDRESS 821 Fifth Avenue South. Suite 201 CITY Naples STATE FL ZIP 34102.
TELEPHONE #261..,9300 CELL # _ FAX # 261..,9782
E",MAlL ADDRESS: alvarnadoe@naoleslaw.com
NAME OF AGENT Alan D. Revnolds. AICP
FIRM Wilson Miller Stantec
ADDRESS 3200 Bailev Lane. Suite 200 CITY Naples STATE FL ZIP 34t05
TELEPHONE # 649-4040 CELL # _ FAX#64.3-5716
E-MAIL ADDRESS:al.revnolds@stantec.com
BE AWARE THAT COLLIER COt,JNTYHAS' LOBBYISTFlEGULATJON~. ~UIDE YOURSELF
ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE
REGULATiONS.
~}il~)~iR:el~&~%;/::ti!~;)t~ii~.'{(::;: '.,~ ..'.':~H::~':":: ::;"':i;l11?'~(:)Ri;'aTf)Y1JNE:~A[',
Detailed .Ieaal descriotion of theprooertvcovered by the application: (If space is inadequate, attach on
separate page.) If request involves change to more than one zoning district, include s~marate legal
description for property involved in each district. Applicant shallsubl11lt four (4) copies of a recent survey
(completed within the last six months, maximum 111 to 400' scale) if required to do soatthepre-application
meeting. NOTE: The applicant is responsible for supplying the correct legal description. If questions arise
concerning the legal description, an engineer's certificationors.ealed survey may be required.
Section/Township/Range 4-9. 16-18/~29 and 3t-33/47/29
Lot: ___ Block: _ Subdivision:____
Plat Book _ Page #: _ Property 1.0.#: _
Metes & Bounds Description: Please see attached leaal description
Size of pro pert v: _ ft. X __ ft. = Total Sq. Ft. _ Acres 5.027 (aooroximatelV50acres
affected bv this amendment)
Address/aenerallocatlon of subiect property: The Town of Ave Maria
eolrer County
~
Agenda Item No.7 A
January 11, 2011
Page 23 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION/
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
Does the owner of the subject property own property contiguous to the subject property? If so,
give complete legal description of entire contiguous property. (If space is inadequate, attach on
separate page).
Please see attached list of other lands owned within 1h mile of the boundary of the DRI/SRA.
SectionlTownshlp/Range ____1-_-1_
Lot: _ Block: _ Subdivision:_
Plat Book _ Page #: _ Property 1.0.#: _
Metes & Bounds Description: _
DETAIL OF REQUEST
Does the proposed action comply with the Collier County Growth Management Plan? l8J Yes 0 No If
no, provide a written explanation.
Has a public hearing been held on this property within the last year? 0 Yes ~ No
provide a written explanation of the hearing.
If this is a NOPC application, has any portion of the DRI been 0 SOLD and/or 0 DEVELOPED?
If so, please piOvide a written explanation. N/Aj there is no NOpe application associated with this
amendment.
If so, please
Please provide a detailed narrative statement that explains the requested action and why this action is
proposed. Provide applicable supporting material and a list of all previous actions on the subject site,
beginning with the original DRI/PUD approval and including all subsequent amendments. Include hearing
number, hearing dates and a summary of the approved action.
Please refer to cover letter.
Section 10.03.05.B.3 of the Land Development Code requires an applicant to remove their
public hearing advertising sign (s) after final action is taken by the Board of County
Commissioners. Based on the Board's final action on this item, please remove all public
hearing advertising sign (s) immediately
RECORDING OF DEVELOPER COMMITMENTS
Within 30 days of adoption of the Ordinance, the owner or developer (specify name) at its expense shall record in
the Public Records of Collier County a Memorandum of Understanding of Developer Commitments or Notice of
Developer Commitments that contains the legal description of the property that is the subject of the land use petition
and contains each and every commitment of the owner or developer specified in the Ordinance. The Memorandum or
Notice shall be in form acceptable to the County and shall comply with the recording requirements of Chapter 695,
FS. A recorded copy of the Memorandum or Noti<:e shall be provided to the Collier County Planned Unit Development
Monitoring staff within 1 5 days of recording of said Memorandum or Notice.
Agenda Item NO.7 A
January 11, 2011
Page 24 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
APPLICATION REQUIREMENTS
FOR PUBLIC HEARING
A pre-application conference is mandatory prior to submitting an application to amend a DRI or
any Development Order.
The petitioner shall submit copies plus the original of application form in compliance with the
Checklist attached. Additional copies may be requested depending upon distribution demands.
The applicant and/or his designated representatives must be present at all public hearings and
meetings relative to this petition.
ALL EXHIBITS AND PLANS SUBMITTED MUST BE FOLDED OR REDUCED TO A SIZE TO
FIT IN A LEGAL SIZE FOLDER. OVERSIZED EXHIBITS MAY BE USED AT THE PUBLIC
HEARINGS; HOWEVER, THEY WILL BECOME A PERMANENT PART OF THE APPLICATION.
Any documents or plans referenced as an exhibit shall be reduced to 8 1;2' x 11' and made a part
of the Development Order.
eo1W:r County
Agenda Item No. 7 A
January 11, 2011
Page 25 of 1 39
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISION!
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
DEVELOPMENT OF REGIONAL IMPACT
DRI, DOA
SUBMITTAL CHECKLIST
THIS COMPLETED CHECKLIST IS TO BE SUBMITTED WITH APPLICATION PACKET IN THE EXACT ORDER
LISTED BELOW W/COVER SHEETS ATTACHED TO EACH SECTION.
NOTE: INCOMPLETE SUMBITTALS WILL NOT Be ACCEPTED.
REQUIREMENTS flOF REQUIRED NOT
COPIES REQUIRED
Additional set if located In the Bayshore/Gateway Triangle l5<I
RedeveloDment Area 1 0
Completed Collier County Public Hearing Application 6 [gj 0
Pre-application meeting notes - NOTE: Pre-apptication conference D 0 [81-
call occurred on September 27,2010 with Kay Deselem, Ray
Bellows, and Maraaret PerrY
Site plan 24" x 36" and One 8 V2" x 11" copy, and one jpg copy (from 6
DRI Develooment Order) !81 0
Completed State NOPC Form with all attachments (If amendment) 0 0 [gj
Completed State ADA Form with all attachments (if original DRI) 0 0 181
Draft DRI Development Order to address proposed change 6 )(
Legal Description 2 [gj 0
List identifying Owner & all parties of corporation 2 [81 0
Owner/Agent Affidavit signed & sealed 2 0 181
Completed Addressing checklist (no older than 6 months) 2 [gj 0
Copies of Notices sent to DCA and RPC NOTE: cover letter 2 181 0
included with this application and copies provided to DCA and
RPC serves as notification to DCA and RPC
Environmental Impact Statement (EIS) and digital/electronic copy of 0 181
ErS or exemption iustification 3
Survey signed & sealed (no older than 6 months) 4 0 [8J
Traffic Impact Statement (TIS) or waiver NOTE: brief narrative 5 r8l 0
eXDlalnlna traffic ImDacts Is included with this submittal
Aerial photographs (taken within the previous 12 months min scaled 5 0 181
1"-200". showino FLUFCS Codes, Leaend, #'s and project boundarv
Electronic copy of aU documents In Word format (CD~ROM or 3 !8J 0
Diskette)
Project Narrative NOTE: included In cover Jetter 3 fZI 0
Affidavit, signed and notarized 2 fZI 0
School Impact Analysis Application ~ residential projects only 2 x
(download the School Impact Analvsis Aoolication from website) I
SCHOOL CONCURRENCY - If the proposed project includes a residential component, you are required to contact the
School District of Collier County at 239.377-0267 to discuss school concurrency requirements.
Agenda Item NO.7 A
January 11, 2011
Page 26 of 139
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Agenda Item NO.7 A
January 11, 2011
.... ... ............. P~e 27 of 139
.""- < Stantec
3200 Bailey Lane, Suite 200
Naples, FL 34105
Tel: (239) 649-4040
September 30, 2010 '
"'**EXPEDITED REVIEW***
DOA-PL2010-1751 REV:1
TOWN OF AVE MARIA
DATE: 10/4/10
DUE: 10/8/10
Ms. Kay Deselem, AICP, Principal Planner
Zoning Services - Land Development Services Department
Growth Management Division - Planning & Regulation
2800 North Horseshoe Drive
Naples, FL 34104
RE: The Town of Ave Maria DRI Development Order Amendment
Dear Ms. Deselem:
Please find enclosed with this letter an application to amend the Town of Ave Maria DRI ,
Development Order (D.O.) to update "Exhibit C" of the D.O. to reflect the Stewardship
Receiving Area (SRA) Master Plan Minor Change approved by Collier County on March 23,
2010.
The Town of Ave Maria DRl was approved by Coiiier County in 2005 concurrently with the
designation of the Town as a Stewardship Receiving Area. Earlier this year, an application for
a SRA Master Plan Minor Change pursuant to LDC Section 4.08.07.F.4. was processed by the
County and approved (Petition SRAA-PL201 0-313). This Minor Change divided Town Center 2
into Town Center 2a and Town Center 2b and repositioned Town Center 2b (50 acres) on Oil
Well Road. This Minor Change had no impact on approved land uses or other entitlements
within the DRI or SRA.
Prior to the submittal of the Minor Change application, the Southwest Florida Regional Planning
Council (RPC) staff was consulted and advised both the applicant and Collier County that this
Minor Change to the SRA Master Plan did not create the likelihood of any new regional impacts
and did not require the filing of a DRI Notice of Proposed Change (NO PC) under sub-paragraph
380.06 (19) (e) 2, F.S.
Collier County staff contacted the Florida Department of Community Affairs (Department) in
August to request verification from the Department that they concurred with the RPC's prior
decision and Mike McDaniel, Chief, Office of Comprehensive Planning, Florida Department of
Community Affairs issued a letter on September 21, 2010, indicating that they agreed that the
SRA Master Plan change does not create the likelihood of any additional regional impacts and
does not require the filing of a NOPC. Because the SRA Master Plan is an Exhibit to the D.O.,
the Department did request that Collier County amend the D.O. to include the approved SRA
Master Plan, (DRI Development Order Exhibit "C"). This Development Order Amendment
submittal is being filed to meet the Department's request as outlined in Mr. McDaniel's letter.
912912010.220440. Ver, 1 . MPERRY
07213.000-003. PWRK. 33149
Agenda Item NO.7 A
January 11, 2011
Page 28 of 139
WiIs(mMiller
Stantec
Page 2
Ms. Kay Deselem, AICP
The Town of Ave Maria DRI DO Amendment
A pre-application teleconference was held between you, Ray Bellows, and Margaret Perry on
September 27, 2010, and the following items are included with this submittal pursuant thereto:
. A check in the amount of $1,500
. Six (6) copies of the Application for Public Hearing
· Six (6) revised SRA Master Plans (as approved on March 23, 2010)
· Six (6) copies of the draft Development Order/Resolution
· Two (2) copies of the legal description for the Town of Ave Maria
· Two (2) copies of the Disclosure of Interest Information (property ownership disclosure)
. Two (2) copies of the Addressing Checklist
· Five (5) copies of the Transportation Analysis
· Three (3) CD's containing the contents of this submittal
. Two (2) copies of the affidavits, signed and notarized
· Two (2) copies of "no objection" from the adjacent property owner
The contents of this cover letter serve as the project narrative item contained in the application
checklist.
By copy of this letter, we are notifying the Department and RPC of this proposed DRI
Development Order amendment. We understand that no further action is required by the RPC
and if and when approved, a copy of the revised Development Order Resolution will be
provided to the Department and RPC for their records.
Thank you for your assistance in processing this application.
cc: Mike McDaniel, Florida Department of Community Affairs (w/o enclosures)
Dan Trescott, Southwest Florida Regional Planning Council (w/o enclosures)
George Varnadoe, Cheffy, Passidomo
David Genson, P.E., Barron Collier Company
9/29/2010 - 220440. Ver: , - MPERRY
07213-000-003 - PWRK . 33149
~9m~
***EXPEDITED REVIEW***
COLLIER COUNTY GO DOA-PL201O-1751 REV:l
GROWTH MANAGEMETOWN OF AVE MARIA
PLANNING AND REGl DATE: 10/4/10
DUE: 10/8/10
ADDRESSIN'G CHECKLIST
Agenda Item NO.7 A
January 11, 2011
Page 29 of 139
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-5724
WWW.COLLIERGOV.NET
Please complete the following and fax to the Operations Department at 239-252-5724 or submit in person to the
Addressing Department at the above address. Form must be signed bv Addressina personnel Drior to pre-
aDDlfcatlon meeting. DIGase anow 3 days for Drocesllna.
Not all items will apply to every project.. Items in bold type are required. FOLIO NUMBERS MUST BE
PROVIDED. Forms older than 6 months wlll require additional review and approval by the Addressing
Department
PETmON TYPE (Indicate type below I oomp/st9 B separate Addressing Checklist for each Petition type)
o BL (Blasting Permit)
o SO (Soat Dock Extension)
o CarnlvaVCircus Permit
o CU (Conditional Use)
o EX? (Excavation Permit)
o FP (Final Plat
o LLA (Lot Line AdjUstment)
o PNe (Project Name Change)
o PPL (Plans & Plat Review)
o PSP (Preliminary SUbdivision Plat)
o PUD Rezone
o RZ (Standard Rezone)
DSDP (Site Development Plan)
o SOPA (SDP Amendment)
o SDPI (Insubstantial Change to SOP)
o SIP (Site Improvement Plan)
o SIPI (Insubstantial Change to SIP)
o SNR (Street Name Change)
D SNC (Street Name Change - Unplatted)
o TOR (Transfer of Development Rights)
o VA (Variance)
o VRP (Vegetation Removal Permit)
o VRSFP (Vegetation Removal & Site Fill Permit)
t8I OTHER DO Amendment
LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached)
Please see attached leaal descrip.tion,
FOLIO (Property 10) NUMBER(s) of above (attach to, or associate with. legal descrtption if more than one)
00226441809 Note: This folio number is for the 50 acres affected by this Develooment. Order
amendment.
STREET ADDRESS or ADDRESSES (as applicable, if a/ready assigned)
The Town of Ave Maria
· LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right-
of-way Please see attached SRA Map
· SURVEY (copy - needed only for unplatted properties)
PROPOSED PROJECT NAME (ifapp{;cable)
The Town of Ave Maria
PROPOSED STREET NAMES (If applicable)
SITE DEVELOPMENT PLAN NUMBER (for existing projeatslsftes only)
" '. .
..' ..:.~ . , ::'. "','", ~"":
Co~<;:ounty
- - -
Agenda Item NO.7 A
January 11, 2011
Page 30 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DMSIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRI\IE
NAPLES, FL.ORlDA 34104
(239) 252-2400 FAX (239) 252-5124
WWW.COLLJERGOV.NET
SOP
orAR#
Project or development names proposed for, or already appearing in, condominium documents (if application;
indicate whether proposed or existing)
The Town of Ave Maria
Please Check One:
1:81 Checklist is to be Faxed back
o Personally Picked Up
APPLICANT NAME: Maraaret Perry: WilsonMiller Stantec
PHONE 649-4040 FAX 64s..5716
Signature on Addressing Checklist does not constitute Project and/or Street Name approval
and is subject to further review by the Operations Department.
r
FOR STAFF USE ONLY
FLN Number (Primary)
FoUo Number
Folio Number
Folio Number
Approved by.
Updated by:
Date: '1- z:f3 -1 t>
Date:
IF OLDER THAN 6 MONTHS, FORM MUST BE
UPDATED OR NEW FOR SUBMITTED
. .. VIEW***
**"'EXPEOITEO RE. REV'l
OO"'_P\..2010~17S1 ,,,,'
TOWN OF ",VE M",R
o ",iE: 10/4/10
DUE: 10/S/10
THE TOWN OF AVE MARIA DRI
DEVELOPMENT ORDER AMENDMENT
Agenda Item No. 7 A
January 11, 2011
Page 31 of 139
Transportation Analysis
An application for a Minor Change to the SRA Master Plan change was processed by Collier
County and approved on March 23,2010 (Petition SRAA-PL2010-313). This Minor Change
divided Town Center 2 into Town Center 2a and Town Center 2b and repositioned Town Center
2b (50 acres) on Oil Well Road. This Minor Change had no impact on approved land uses or
other entitlements within the DRI. The purpose of the DRI Development Order Amendment is to
include the approved SRA Master Plan as an Exhibit to the DRI Development Order.
The Town of Ave Maria DRI is approved for a wide range of uses, including the following
commercial, civic and community uses:
Land Use Entitled
Commercial - Retail 690,000 SF
Commercial - Office 510,000 SF
Civic/Community 148,500 SF
Medical Office 35,000 SF
Total Floor Area 1,383,500 SF
Within the Town of Ave Maria, all of the uses described above are allowed within the Town
Center District. The intended use of Town Center 2b is to accommodate a research laboratory
and related uses that are anticipated to co-locate with and complement the laboratory, all of
which uses are currently permitted in Town Center 2. Because the intended uses of Town
Center 2b are already permitted, there are no changes to the external traffic characteristics
associated with this minor change other than the revised location.
By moving 50 acres of Town Center 2 from Camp Keais Road to Oil Well Road, there are
several beneficial results from a transportation perspective. While Camp Keais Road is currently
a 2-lane collector road, and is likely to remain so for the foreseeable future, Oil Well Road is
currently under construction to expand to a 6-lane arterial. The access point to Town Center 2b
will be provided by a driveway cut and full median opening, allowing entering and exiting traffic
flows to be readily accommodated. The access point is located more than % mile west of the
main entrance to the Town of Ave Maria, and meets all applicable access management criteria
of Collier County. By repositioning Town Center 2b to this location, trips that originate from or
are destined to the coastal area of Collier County are reduced by approximately 5 miles when
compared to the Town Center 2a location on Camp Keais Road. Placing an employment center
at this location also improves internal distribution of traffic within the Town by creating another
location where residents can have convenient vehicular, pedestrian and bicycle access to the
range of facilities and services that can be provided within the Town Center district.
9/29/2010.220441 - Ve" , - MPERRY
07213-000.003 ~ PWRK - 331049
1
Agenda Item NO.7 A
January 11, 2011
Page 32 of 1 39
It should also be noted that the specific use of research and development generates a lower
traffic volume, both 24 hour and peak hour, than the general office category within which it falls,
according to the Institute for Transportation Engineers. For the purpose of comparison, the
following table shows the characteristics of each category assuming 165,000 square feet:
land Use Size 24-Hour, AM Peak PM Peak
2-Way Volume Enter Exit
General Office 165,000 sq. ft. 1,962 246 219
Research & Development 165,000 sq. ft. 1,521 170 166
In conclusion, there are no increased traffic impacts associated with the relocation of 50 acres
of Town Center use from Camp Keais Road to Oil Well Road, conversely there are several
potential benefits from a transportation perspective.
9129/2.010 ~ 220<441 . Ver: , ~ MP5RRY
0'72:'3~I)OO.OO~. PWRK ~ :3:3149
2
Appendix A
***EXPEOITEO REVIEW***
DOA-PL2010-1751 REV:l
TOWN OF AVE MARIA
DATE: 10/4/10
DUE: 10/8/10
AVE MARIA LEGAL DESCRIPTION
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH.
RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER
COUNTY; FLORIDA
Age~a Item ~o. 7A
)r'rec+ J n~~1_,\2011 -
agID~of 139 -".
S,O;tb.Q3 Ac'~~:
:....
ALL THAT PART OF SECTIONS 4 THROUGH 9AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE
29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST. COLLIER COUNTY.
FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION. '6: "t'
THENCE NORTH 01004'Or WEST 150.00 FEET TO A POINT ON A LINE LYING 100 FEET NORTH OF. AND PARALLEL
WITH THE NORTH RIGHT-OF-WAY LINE OF Oil WELl ROAD (100 FOOT RIGHT-OF-WAY) SAID PdlNT BEING THE
POINT OF BEGINNING OF THE PAReEL HEREIN DESCRIBED:
THENCE ALONG SAID LINE SOUTH 88057'06" WEST 354.33 FEE1;
THENCE LEAVING SAID UNE NORTH 01007'23" WEST 200.01 FEET TO A POINT ON A LINE lYING 300 FEET
NORTH OF AND PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD;
THENCE ALONG SAID LINE SOUTH 88057'05" WEST 2,215.48 FEEl;
THENCE CONTINUING ALONG SAID LINE SOUTH 88055'3r WEST 1,128.15 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 89032'56" WEST 1286.63FEET;
THENCE LEAVING SAID LINE NORTH 00"27'04" WEST 1,089.55 FEET;
THENCE SOUTH 89.32'56" WEST 242.19 FEET;
THENCE SOUTH 89024'19" WEST 3977.40 FEET;
THENCE NORTH 00"01'40" EAST 1280.68 FEET;
THENCE NORTH 90"00'00" EAST 1125.68 FEET;
THENCE NORTH 00.'9'38" WEST 520.46 FEET;
THENCE NORTH 09"27'58" EAST 38.31 FEET;
THENCE NORTH 14056'15" EAST 32.59 FEET:
THENCE NORTH 59"02.'49" EAST 24.49 FEET;
THENCE NORTH 68"12'25" EAST 33.93 FEET:
THENCE NORTH 73"08'54" EAST 72.42 FEET;
THENCE NORTH 69"14'09" EAST 65.14 FEET;
THENCE NORTH 61"11'58" EAST 47.93 FEET;
THENCE NORTH 56"44'10" EAST 80.38 FEET;
THENCE NORTH 54018'17" EAST 82.75 FEET:
THENCE NORTH 51034'19" EAST 552.31 FEET;
THENCE NORTH 12"32'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780.99 FEET:
THENCE NORTH 38"40'18" WEST 48.27 FEET:
THENCE NORTH 55"58'45" WEST 175.13 FEET;
THENCE NORTH 78"14'12" WEST 46.21 FEET;
THENCE SOUTH 86"41'17"WEST 358.77 FEET:
THENCE NORTH 43"16'35" WEST 44.00 FEET;
THENeE NORTH 01"28'53" WEST 584.34 FEET;
THENCE NORTH 88045'30" EAST 2,255.99 FEET;
THENCE NORTH 11031'40" WEST 679.82 FEET;
THENeE NORTH 29"57'19" EAST 43.24 FEET;
THENCE NORTH 80003'11" EAST 750.96 FEET:
THENCE NORTH 82.05'14" EAST 23.32 FEET;
THENeE NORTH 08"45'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 23030'23" EAST 81.34 FEET TO A POINT OF REVERSE CURVATUR~ "
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A RADIUS OF Z1S.80 "
FEET THROUGH A CENTRAL ANGLE OF 39"48'43" SU8TENOED BY A CHORO WHICH BEARS NORTH 22.02'31
EAST 146.95 FEET:
THENCE NORTH 02"08'16" EAST 434.86 FEET;
SE-2005-AR-8029
PROJECT #2004070044
DATE: 7/18105
RAY BEllOWS
Appendix t
L
T("'Iwn Plan
Agenda Item NO.7 A
January 11, 2011
THENCE NORTH 38040'13" EAST 124.61 FEET; Page 34 of 1~9.... -:":
THENCE NORTH 23055'58" EAST 503.82 FEET;
THENCE NORTH 89019'06" EAST 272.53 FEET;.
THENCE NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09056'39" EAST 638.73 FEET;
THENCE NORTH 73036'58" EAST 172.46 FEET;
THENCE NORTH 10053'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF ANON-TANGENTIAL CIRCUlAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRALANGL.E OF 68007'37" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 39053'35" WEST 308.56 FEET;
THENeE NORTH 73057'24" WEST 492.85 FEET; .
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH HAVING
A RADIUS OF 331.73 FEET THROUGH A CENTRALANGL.E OF 54005'52" AND BEING SUBTENDED BY ACHORD
WHICH BEARS NORTH 90000'00" WEST 301.71 FEET; "
THENCE SOUTH 62057'04" WEST 506.32 FEET; .I ~
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCUlAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83001";31" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 27009'30" WEST 142.15 FEET;
THENCE SOUTH 14021'16" EAST 287.88 FEET;
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWEST
HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115044'01" AND BEING SUBTENOED BY A
CHORD WHICH BEARS SOUTH 29011'23" WEST 286.03 FEET;
THENCE SOUTH 87003'24" WEST 81.50 FEET;
THENCE SOUTH 19006'00" WEST 178.46 FEET;
THENCE SOUTH 73034'35" WEST 263.81 FEET;
THENCE SOUTH 33042'00" WEST 81.86 FEET;
THENCE SOUTH 51052'05" WEST 1 ,402.28 FEET; .
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 151.50 FEET THROUGH AeENTRAlANGLE OF 82054'07" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 220S0'2S" WEST 200.58 FEET;
THENCE SOUTH 18036'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTiAl CIRCULAR CURVE eONCAVE NORTHEAST
HAVING A RADIUS OF 170.73 FEET THROUGH A CENTR~lANGLE OF 66004'00" AND BEING SUSTENDED BY A
CHORD WHICH SEARS SOUTH 48032'34. EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET;
THENCE SOUTH 14002'28" EAST 106.97 FEET;
THENCE SOUTH 15053'24" WEST 33.42 FEET;
THENCE SOUTH 72018'08" WEST 1325.01 FEET:
THENeE NORTH 16022'40" WEST 86B.64 FEET;
THENCE NORTH 16002'21" WEST 1,001.63 FEET;
THENCE NORTH 15043'23. WEST 808.63 FEET:
THENCE NORTH 14029'42" WEST 215,30 FEET:
THENCE NORTH 02051'21" WEST 51.77 FEET:
THENCE NORTH 37059'19" EAST 51.77 FEET:
THE~CE NORTH 58024'39" EAST 660.90 FEET:
THENCE NORTH 56056'25" EAST 865.77 FEET;
THENCE NORTH 62027'21" EAST 303.89 FEET:
THENCE NORTH 58011'43" EAST 148.88 FEET:
THENCE NORTH 66027'20" EAST 99.67 FEET:
THENCE NORTH 79059'44" EAST 60,67 FEET:
THENCE NORTH 18039'40" EAST 212.96 FEET:
THENCE NORTH 13026'09" EAST 80.67 FEET:
THENeE NORTH 04005'14" EAST 65.75 FEET:
THENCE NORTH 00047'28" EAST 593.12 FEET:
THENCE NORTH 05.29'40" EAST 61.18 FEET:
THENCE NORTH 20.17'22" EAST 57.43 FEET:
THENeE NORTH 51055'17" EAST 55.07 FEET:
THENeE SOUTH 84048'27" EAST 51.76 FEET:
THENCE SOUTH 6roS3'53" EAST 40.46 FEET.
THENCE SOUTH 53.37'33" EAST 55.29 FEET:
Appendix
TO'. n :)J.:;r
THENCE SOUTH 55~31'37" EAST 158.19 FEET;
THENCE SOUTH 66~28'32" EAST 79.22 FEET;
THENCE SOUTH 81019'48" EAST 69.92 FEET; .
THENCE NORTH 80053'OS" EAST 96.10' FEET;
THENCE NORTH 83009'35" EAST 88.49 FEET;
THENCE SOUTH 75058'08" EAST 57.96 FEET;
THENCE SOUTH 45"44'09" EAST 65.43 'FEET;
THENCE SOUTH 23012'23" EAST 107.03 FEET;
THENCE SOUTH 31"09'29" EAST 124.53 FEET;
THENCE SOUTH 36028'03" EAST 195.13 FEET;
THENCE SOUTH 41049'01" EAST 193.27 FEET;
THENCE SOUTH 41027'57" EAST 187.53 FEET;
THENCE SOUTH 50"06'28" EAST 1n.12 FEET;
THENCE NORTH 86006'03" EAST 103.33 FEET;
THENCE NORTH 82"07'11" EAST 76.S7 FEET;
THENCE NORTH 58"49'02" EAST 61.16 FEET;
THENCE NORTH 41011'10" EAST 266.09 FEET;
THENCE NORTH 43"45'15" EAST 203.61 FEET;
THENCE NORTH 63026'06" EAST 230.87 FEET;
THENCE NORTH 55"12'54" EAST 17.74 FEET;
THENCE NORTH 06058'17" WEST 40.07 FEET;
THENCE NORTH 60"20'46" EAST 94.06 FEET;
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52022'08" EAST 29.10 FEET;
THENCE NORTH 05"13'18" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST '85.10 FEET;
THENCE NORTH OS055'50" WEST 66.36 FEET;
THENCE NORTH OS03S'26" WEST 70.11 FEET;
THENCE NORTH 03030'28" EAST 24.24 FEET;
THENeE NORTH 09"22'28" EAST 32.62 FEET;
THENCE NORTH 32"03'11" EAST 61.35 FEET;
THENCE NORTH 41"59'52" EAST 54.16 FEET;
THENCE NORTH 46"38'59" E.A.ST 44.15 FEET;
THENCE NORTH 40.19'34" EAST 80.40 FEET;
THENCE NORTH 39030'46" EAST 42.43 FEET;
THENCE NORTH 52007'39" EAST 71.16 FEET;
THENCE NORTH 60017'11" EAST 55.95 FEET;
THENCE NORTH 6S043'34" EAST 63.02 FEET:
THENCE NORTH 86012'19" EAST 41.51 FEET;
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET:
THENCE NORTH 69031 'or EAST 36.80 FEET;
THENCE NORTH 75031'20" EAST 34.34 FEET;
THENCE SOUTH 72008'39" EAST 57.43 FEET;
THENCE SOUTH 56052'50" EAST 70;22 FEET;
THENCE SOUTH 56052'1S" EAST 99.31 FEET;
THENCE SOUTH 70035'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET:
THENCE NORTH 85"47"37" EAST 52.90 FEET;
THENCE NORTH 17"16'18" EAST 51.33 FEET;
THENCE NORTH 64 "20'23" EAST 9.49 FEET:
THENCE NORTH 23"58'25" EAST 60.47 FEET;
THENCE NORTH 39027'42" EAST 136.06 FEET;
THENCE NORTH 18012'03" EAST 123.70 FEET;
THENCE NORTH 16026'30" WEST 137.54 FEET;
THENCE NORTH 45055'34" WEST 133.51 FEET;
THENCE NORTH 84043'21"WEST 101.26 FEET;
THENCE SOUTH 87"06'53" WEST 375.05 FEET;
THENCE SOUTH 86"31'55" WEST 296.36 FEET:
THENCE NORTH 02"29'11" WEST 25.06 FEET:
Agenda Item NO.7 A
January 11, 2011
Page 35 of 139 ._,-
.,' _.~- ,-- ~
';.,..
/'
.,..
Appendix
I
---_..
Town Plar
...
THENCE SOUTH 85019'00" WEST 63.79 FEET;
THENCE SOUTH 87001 '35" WEST 57.73 FEET;
THENCE NORTH 85014'11" WEST 27.05 FEET;
THENCE NORTH 86011'09" WEST 22.51 FEET;
THENCE NORTH 71001'47" WEST 25.34 FEET;
THENCE NORTH 74057'44" WEST 25.97 FEET;
THENCE NORTH 80042'24" WEST 41 ,73' FEET;
THENCE NORTH 77000'19" WEST 49.95 FEET;
THENCE NORTH 78026'56" WEST 104.70 FEET;
THENCE NORTH 78045'16" WEST 195.82 FEET;
THENCE NORTH 79021'51" WEST 81.14 FEET;
THENCE NORTH 76030'15" WEST 38.50 FEET;
THENCE NORTH 70033'36" WEST 13.50 FEET;
THENCE NORTH 53058'21" WEST 10.18 FEET;
THENCE NORTH 53058'22" WEST 10.18 FEET;
THENCE NORTH 43009'08" WEST 16.42 FEET;
THENCE NORTH 34052'31" WEST 30.12 FEET;
THENCE NORTH 37008'48" WEST 31.00 FEET;
THENCE NORTH 45000'00" WEST 37.06 FEET;
THENCE NORTH 43028'45" WEST 29.92 FEET;
THENCE NORTH 52029'45" WEST 40.59 FEET;
THENCE NORTH 53028'16" WEST 25.16 FEET;
THENeE NORTH 69051'49" WEST 23.93 FEET;
THENCE NORTH 72053'50" WEST 40.74 FEET;
THENCE NORTH 74038'02"WEST 101,72 FEET;
THENCE NORTH 76025'14"WEST 79.73 FEET;
THENCE NORTH 73050'34" WEST 83.41 FEET;
THENCE NORTH 77016'32" WEST 71.39 FEET;
THENCE NORTH 70044'15" WEST 32.62 FEET;
THENCE NORTH 75044'50" WEST 240,26 FEET:
THENCE SOUTH 76022'29" WEST 54,20 FEET:
THENCE NORTH 75046'41" WEST 12.81 FEET;
THENCE NORTH 78006'45" WEST 243.02 FEET;
THENCE SOUTH 87"32'28" WEST 438.43 FEET:
THENCE SOUTH 86036'21. WEST 1,109.58 FEET;
THENCE NORTH nOOO'11" WEST 142.86 FEET;
THENCE SOUTH 17"30'03" WEST 10.94 FEET; I
THENCE SOUTH 21030'05" EAST 36.63 FEET;
THENCE SOUTH 30.57'50" WEST 6.02 FEET;
THENCE NORTH 73010'43" WEST 139.18 FEET:
THENCE NORTH 11.46'06" WEST 25.32 FEET;
THENCE NORTH 05.42'38" WEST 20.76 FEET;
THENCE NORTH 04.23'55" WEST 13.47 FEET;
THENCE NORTH 50011'40" WEST 8,07 FEET;
THENCE NORTH 83059'28" WEST 19.73 FEET;
THENCE NORTH 84057'27" WEST 35.25 FEET:
THENCE NORTH 83049'48" WEST 38.44 FEET;
THENCE NORTH 80044'23" WEST 96.27 FEET:
THENCE NORTH 79.48'04" WEST 449,12 FEET:
THENCE NORTH 77.49'57" WEST 284.20 FEET;
THENCE NORTH 83039'35" WEST 93,52 FEET:
THENCE NORTH 87'39'46" WEST 101.30 FEET:
THENCE NORTH 840:5'40" WEST 85.09 FEET;
THENCE NORTH 7T28"6" WEST 95.22 FEET:
THENCE NORTH 77.:3'45" WEST 170.38 FEET:
THENCE NORTH 75'57'50" WEST 76.65 FEET:
THENCE NORTH 69.:6'38" WEST 35.30 FEET:
THENCE NORTH 69..16'31" WEST 41.82 FEET:
THENCE NORTH .18'.18'50" WEST 43.91 FEET:
THENCE NORTH ";6'~4'-l3" WEST 134.40 FE!::::
.-'
-.---
.---.-----
Agenda Item NO.7 A
January 11, 2011
Page 36 of 139~ .' -.:~~
;,..
;/
,1
Appendix
Town ;)'.:;;-
THENCE NORTH 43058'24" WEST 611,34 FEET;
THENCE NORTH 45000'00" WEST 338.85 FEET;
THENCE NORTH 44041'45" WEST 412.62 FEET;
THENCE NORTH 43026'06~ WEST 267.38 FEET;
THENCE NORTH 46027'29" WEST 200.89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET;
THENCE NORTH 81052'12" EAST 18.83 FEET;
THENCE NORTH 03020'45" EAST 73.83 FEET;
THENCE SOUTH 85025'42" WEST 6.48 FEET;
THENCE NORTH 90000'00" WEST 10.84 FEET;
THENCE SOUTH 70027'48~ WEST 16.99 FEEl;
THENCE SOUTH 56018'36" WEST 14.89 FEEl;
THENCE SOUTH 75057'49" WEST 17.03 FEET;
THENCE SOUTH 87016'25" WEST 10.86 FEET;
THENCE NORTH 59020'58" WEST 16.21 FEEl;
THENCE NORTH 35032'16" WEST 17.77 FEET;
THENeE NORTH 26033'54" WEST 17.32 FEET;
THENCE NORTH 16011'21" WEST 16.67 FEET;
THENCE NORTH 01052'04" WEST 47.53 FEEl;
THENCE NORTH 00005'16"' WEST 336,69 FEET;
THENCE NORTH 00029'38" WEST 299.52 FEET;
THENCE NORTH 00056'29~ WEST 220.01 FEET;
THENCE NORTH 00052'19"' EAST 237.57 FEET;
THENCE NORTH 00046'52~ WEST 113.62 FEET;
THENCE NORTH 00000'00" EAST 13.43 FEET;
THENCE NORTH 14002'10" EAST 8.52 FEET:
TI-iENCE NORTH 45000'00" EAST 5.84 FEET;
THENCE NORTH 71 033'54~ EAST 9.80 FEET;
THENCE NORTH 82024'19" EAST 15.63 FEET;
THENCE SOUTH 89012'02" EAST 222.07 FEET;
THENCE SOUTH 86036'31" EAST 69.83 FEET:
THENCE SOUTH 82"38'52- EAST 32.28 FEET;
THENCE SOUTH 70049'16" EAST 25.15 FEET;
THENCE SOUTH 60"38'32" EAST 18.96 FEET:
THENCE SOUTH 62"44'41" EAST 38.34 FEET;
THENCE SOUTH 73"08'30" EAST 35.61 FEET;
THENCE SOUTH 87"42'34" EAST 25.84 FEET;
THENCE NORTH 86018'31" EAST 32.08 FEET;
THENCE NORTH 74058'54" EAST 43.84 FEET:
THENCE NORTH 66"16'18" EAST 51.33 FEET:
THENCE NORTH 56001'25- EAST 57.29 FEET:
THENCE NORTH 52034'43" EAST 171.66 FEET:
THENCE NORTH 43053'54" EAST 75.96 FEET:
THENCE NORTH 36037'17" EAST 47.61 FEET;
THENCE NORTH 35048'12" EAST 77.68 FEET:
TI-iENCE NORTH 30021'29" EAST 83.78 FEET:
THENCE NORTH 22037'12" EAST 67.13 FEET:
THENCE NORTH 13036'02" EAST 32.94 FEET:
THENCE NORTH 1~"28'13" EAST 66.13 FEET:
TI-iENCE NORTH 10057'15" EAST 65.22 FEET:
THENCE NORTH 11"18'36" EAST 21.06 FEET:
THENCE NORTH 16"41'58" EAST 10.78 FEET;
THENCE NORTH 45000'00" EAST 10.22 FEET:
THENCE NORTH 58023'33" EAST 15.76 FEET:
THENCE NORTH 64"39'1.f' EAST 21.71 FEET:
THENCE NORTH r3T~T.1T EAST 163.98 FEET:
THENCE NORTH 64"59'39" EAST 161.25 FEET:
THENCE NORT~ !36':':'i~- ::::AST 18.04 FEET
THENCE !'JOR:i-! :-:'53'50" =AST :8.10 FEET
THENCE ~'IC::;:T:~ ::0 '00'~O" ~AST ~ -+ .16 FEET
Agenda Item NO.7 A
January 11, 2011
Page 37 of 139,. -:. .
/'
'"
Aop"'- ""X
'. \:': :\..lj,
, t'" ~...- . . -. ~
. \,.,.'
THENCE NORTH 88018'55" EAST 35.13 FEET;
THENCE SOUTH 88036'10" EAST 42.36 FEET;
THENCE NORTH 90000'00" EAST 28.92 FEET; .
THENCE SOUTH 82045'47" EAST 16.40 FEET;
THENCE SOUTH 61055'39" EAST 17.73 F.EET;
THENCE NORTH 69034'35" EAST 118.02 FEET;
THENCE NORTH 81056'55" EAST 17.06 FEET;
THENCE NORTH 86043'15" EAST 124.39 FEET;
THENCE NORTH 13046'19" WEST 328.58 FEET:
THENCE NORTH 70048'07" EAST 76.21 FEET;
THENCE NORTH 54029'06" EAST 37.97 FEET;
THENCE NORTH 21053'45" WEST 54.48 FEET;
THENCE NORTH 70047'14" EAST n.55 FEET;
THENCE NORTH 71002'31" EAST 35,61 FEET;
THENCE NORTH 72016'21" EAST 131.70 FEET;
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73013'18" EAST 106.86 FEET;
THENCE NORTH 71011'17" EAST 74.14 FEET;
THENCE NORTH 68033'08" EAST 30.93 FEET;
THENCE NORTH 71033'54" EAST 17.88 FEET;
THENCE NORTH 81015'14" EAST 13.52 FEET:
THENCE SOUTH 83005'20" EAST 17.09 FEET:
THENCE SOUTH 47043'35" EAST 15.29 FEET;
THENCE SOUTH 37020'58" EAST 24.58 FEET;
THENCE SOUTH 16038'20" EAST 46.68 FEET;
THENCE SOUTH 24010'17" EAST 35.78 FEET;
THENCE SOUTH 21052'45" EAST 70.36 FEET;
THENCE SOUTH 34033'45'" EAST 28.09 FEET;
THENCE SOUTH 47026'12" EAST 34.20 FEET;
THENCE SOUTH 52025'53" EAST 8.43 FEET;
THENCE SOUTH 71033'54" EAST 9.75 FEET;
THENCE SOUTH 85"01'49" EAST 11.87 FEET;
THENCE SOUTH 87"08'15" EAST 20.59 FEET;
THENCE SOUTH 88025'50" EAST 37.54 FEET;
THENCE NORTH 87033'48" EAST 48.37 FEET;
THENCE SOUTH 89035'00" EAST 141.38 FEET;
THENCE NORTH 89006'34" EAST 99.23 FEET:
THENCE NORTH 84031'51" EAST 48.55 FEET;
THENCE NORTH 82020'00" EAST 26.97 FEET:
THENCE NORTH 79046'40" EAST 31.87 FEET;
THENCE NORTH 76027'51" EAST 28.56 FEET:
THENCE NORTH 70023'45" EAST 39.84 FEET;
THENCE NORTH 70048'11" EAST 134.46 FEET;
THENCE NORTH 70037'19" EAST 79.02 FEET:
THE~CE NORTH 66032'28" EAST 29.70 FEET:
THENCE NORTH 57049'44" EAST 37.66 FEET:
THENCE NORTH 53021 '57" EAST 74.96 FEET;
THENCE NORTH 54024'59" EAST 148.87 FEET;
THENCE NORTH 50050'35" EAST 203.54 FEET;
THENCE NORTH 48043'53" EAST 33.52 FEET;
THENCE NORTH 32023'52" EAST 31.67 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING
A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 06025'03" WEST 314.18 FEET;
THENCE NORTH 41037'27" WEST 133.18 FEET:
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS.oF
573.36 FEET THROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50050'52" WEST 183.80 FEET;
THENCE NORTH 60004'16" WEST 149.32 FEET:
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
Agenda Item NO.7 A
January 11, 2011
Page 38 of 139 . -:':
.~.
('
,I
Appendix,
To~-vn pl3n
, Agenda Item NO.7 A
January 11, 2011
A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE CiF 84"41'31" AND BEING SUBTEN~8Y39. 6HtBD _ -::
WHICH BEARS NORTH 17"43'30" WEST 40.41 FEET;
THENCE NORTH 24"37'19" EAST 671.69 FEET; ,
THENCE NORTH 23"58'37" EAST 211.35 FEET;
THENeE NORTH 27045'05" EAST 100.63 FEET;
THENCE NORTH 34051'48" EAST 129.90 FEET;
THENCE NORTH 36014'23" EAST 119.58 FEET;
THENCE NORTH 39015'14" EAST 61.92 FEET;
THENCE NORTH 30"37'48" EAST 96.80 FEET;
THENCE NORTH 31"09'42" EAST 136.09 FEET;
THENCE NORTH 31057'25" EAST 103.02 FEET;
THENCE NORTH 32039'03" EAST 134.08 FEET;
THENCE NORTH 28032'24" EAST 53.34 FEET;
THENCE NORTH 31015'49" EAST 35.90 FEET;
THENCE NORTH 36052'12" EAST 24.66 FEET;
THENCE NORTH 53049'13" EAST 22.74 FEET;
THENCE NORTH 59030'01" EAST 46.43 FEET;
THENCE NORTH 58016'35" EAST 70.87 FEET;
THENCE NORTH 46049'06" EAST 48.85 FEET;
THENCE NORTH 34036'20" EAST 66.58 FEET;
THENCE NORTH 36"23'58" EAST 266.89 FEET;
THENCE NORTH 35"28'00" EAST 51.47 FEET;
THENCE NORTH 24013'40" EAST 48.08 FEET;
THENCE NORTH 20029'50" EAST 62.60 FEET;
THENCE NORTH 17"32'36" EAST 44.54 FEET;
THENCE NORTH 11002'01" EAST 134.56 FEET;
THENCE NORTH 09"20'41" EAST 65.81 FEET:
THENCE NORTH 08049'13" EAST 32.16 FEET;
THENCE NORTH 02"07'16" WEST 14,81 FEET;
THENCE NORTH 19"58'59" WEST 12.83 FEET;
THENCE NORTH 29055'53" WEST 20.87 FEET:
THENCE NORTH 45"00'00" WEST 56.96 FEET;
THENCE NORTH 48051'56" WEST 57.46 FEET:
THENCE NORTH 42"38'48" WEST 28.31 FEET;
THENCE NORTH 38047'48" WEST 35.86 FEET;
THENCE NORTH 43"25'04" WEST 39.03 FEET:
THENCE NORTH 36022'11" EAST 30.93 FEET;
THENCE NORTH 23054'19" EAST 139.67 FEET;
THENCE SOUTH 66"53'26" EAST 241.46 FEET:
THENCE SOUTH 64"45'28" EAST 263.29 FEET:
THENCE SOUTH 71018'41" EAST 57.07 FEET;
THENCE SOUTH 85"07'33" EAST 50.51 FEET:
THENCE NORTH 81 "05'07" EAST 75.18 FEET:
THENCE NORTH 81043'21" EAST 63.88 FEET:
THENCE NORTH 84"57'08" EAST 36.24 FEET;
THENCE SOUTH 86"25'39" EAST 63.61 FEET:
THENCE SOUTH 81 "31 '21" EAST 262.28 FEET;
THENCE SOUTH 88008'03" EAST 273.99 FEET;
THENCE NORTH 80"58'13" EAST 327.79 FEET;
THENCE NORTH 67eSO'56" EAST 252.22 FEET;
THENCE NORTH 81e02'01" EAST 819.65 FEET:
THENCE NORTH 81042'41" EAST 310.84 FEET;
THENCE SOUTH 65034'43" EAST 80.72 FEET:
THENCE NORTH 89"59'47" EAST 219.16 FEET:
THENCE NORTH 82"42'28" EAST 41.19 FEET:
THENCE NORTH 58"02'38" EAST 138.72 FEET;
THENCE NORTH 41009'18" EAST 91.38 FEET:
THENCE NORTH 73"57'36" EAST 83.05 FEET:
THENCE NORTH 84"51'58" EAST 305.34 FEET:
THENCE NORTH 86038'43" EAST 343.90 FEET:
'''',
..~.
.i
Appendix
~
Tc'vn :::>13i"
THENCE NORTH 87028'42" EAST 503.72 FEET;
THENCE NORTH 88046'01" EAST 328.07 FEET;
THENCE NORTH 37030'20" EAST 357.69 FEET;
THENCE NORTH 15032'08" EAST 149.51 FEET:
THENCE NORTH 86055'36" EAST 261.44. FEET;
THENCE NORTH 72053'31" EAST 576.59 FEET;
THENCE NORTH 50045'14" EAST 202.55 FEET;
THENCE NORTH 87014'14" EAST 314.60 FEET;
THENCE SOUTH 76038'32" EAST 143.08 FEET:
THENCE NORTH 89049'43" EAST 1,054.71 FEET;
THENCE SOUTH 75020'32" EAST 42.85 FEET;
THENCE SOUTH 41043'41" EAST 38.04 FEET;
THENeE SOUTH 59044'48" EAST 101.86 FEET;
THENCE SOUTH 82056'38" EAST 71.89 FEET;
THENCE NORTH 76031'27" EAST 68.87 FEET;
THENCE NORTH 60032'45" EAST 175.39 FEET;
THENCE NORTH 78018'10" EAST 41.23 FEET;
THENCE NORTH 89028'30" EAST 480.22 FEET;
THENeE NORTH 82052'57" EAST 82.50 FEET:
THENCE NORTH 59"26'48" EAST 47.53 FEET:
THENCE NORTH 77036'27" EAST 12.36 FEET;
THENCE SOUTH 70055'29" EAST 16.45 FEET;
THENCE SOUTH 47041'12" EAST 748.88 FEET;
THENCE SOUTH 34006'49" EAST 46.63 FEET;
THENCE SOUTH 14016'24" EAST 615.15 FEET;
THENCE NORTH 85059'44" EAST 160.53 FEET;
THENCE NORTH 47"06'44" EAST 110.60 FEET;
THENCE NORTH 29011'18" EAST 460.96 FEET;
THENCE NORTH 13056'57" EAST 209.85 FEET:
THENCE NORTH 76019'41" EAST 160.84 FEET:
THENCE NORTH 61043'54" EAST 107.89 FEET;
THENCE NORTH lsoS8'36" EAST 69.73 FEET;
THENCE NORTH 01"36'49" WEST 341.03 FEET:
THENCE NORTH 89006'53" EAST 584.42 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CAMP KEIAS
ROAD (80 FOOT .~IGHT-OF-WAY):
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00014'32" EAST 45.99 FEET:
THENCE CONTINUING ALONG SAID RIGHT-OF.WAY LINE SOUTH 05051'27"' WEST 224.83 FEET:
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE 95.78 FEET ALONG THE ARC OF A NON-TANGENTIAL
CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3.798.14 FEET THROUGH A CENTRAL ANGLE OF
01026'42" AND BEING SUB TENDED BY A CHORD WHICH BEARS SOUTH 05004'45" WEST 95.78 FEET:
THENCE lEAVING SAID RIGHT-OF-WAY LINE SOUTH 26031'54" 'NEST 759.71 FEETTOA POINT ON A LINE LYING
330 FEET WEST OF AND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD:
THENCE ..\LONG SAID LINE SOUTH 00014'33" EAST 1,537.82 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 00"22"0" EAST 2.347.87 FEET:
THENeE LEAVING SAID llNE NORTH 89029'01" EAST 330.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY
LINE OF SAID CAMP KEIAS ROAD (80 FOOT RIGHT-OF-WAY):
THENCE ,~LCNG SAID RIGHT-OF-WAY LINE SOUTH 00022'10" EAST 200.00 FEET:
THENCE LE..WING SAID RIGHT-OF-WAY LINE SOUTH 89029'01" WEST 330.00 FEET TO A POINT ON A LINE LYING
330 FEETWESi OF'~NO PARALLEL WITH THE WEST RIGHT-OF.WAY LINE OF SAID CAMP KEIAS ROAD:
THENCE ALONG SAID LINE FOR THE FOLLOWING:! COURSES;
1. SOUTH 00'22'10" EAST 62.31 FEET:
2. SOUTH 00'20' ,')"' E.l,ST 2.674.23 FEET:
3. SOUTH 00"35'':; ~.. :=/\ST 2.684.53 FEET:
4. SOUTH 00"2S'11" ::AST 2.610.24 FEET:
5. SOUTH 00 '30':;.J. ~:\ST 199.67 FEET:
6. 227.68 FEET AlCNG THE ,ol"RC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3.032.95 FEET
THROUGH CE:'Ji;::;!~l'::,NGLE OF 04018'0-1" ,i,ND SEi~~G 3UBTENDED BY ACHORD WHICH BEARS SOUTH 02"39'36-
EAST 227.63 :=E:::
7. SOUTH C-l ''':.')':?' =::',ST ...00,93 FEE:.
8. SOUTH (5' '~:'.', ::.'.37 ~3.53 F::E:
Agenda Item NO.7 A
January 11, 2011
Page 40 of 139.. -.: ~
.,'
..I
"'ODen!". "(
I~, 1 '.....,'...
7"O\'V~" .....
9. SOUTH 00029'16" EAST 1672.20 FEEl;
THENCE LEAVING SAID LINE SOUTH 89004'49" WEST 604.79 FEET;
THENCE NORTH 47003'54" WEST 98.67 FEEl;
THENCE SOUTH 52055'08" WEST 87.29 FEET;
THENCE SOUTH 06039'26" WEST 102.55 FEET:
THENCE SOUTH 71024'1rWEST367.36 FEET;
THENCE NORTH 19054'41" WEST 104.73 FEET:
THENCE NORTH 43"05'38" WEST 251.09 FEET;
THENCE NORTH 11004'29" EAST 79.58 FEET;
THENCE NORTH 05051'31" WEST 66.56 FEET;
THENCE NORTH 48052'26" WEST 332.24 FEET;
THENCE NORTH 74"56'35" WEST 80.29 FEET:
THENCE SOUTH 74"58'06" WEST 235.65 FEET;
THENCE SOUTH 51"40'42" WEST 93.09 FEEl;
THENCE SOUTH 21"53'05" WEST 241.50 FEET:
THENCE SOUTH 77"21 '09" WEST 341.17 FEET;
THENCE SOUTH 60"48'05" WEST 79.49 FEET;
THENCE NORTH 88009'54" WEST 265.68 FEET;
THENCE SOUTH 89"36'53" WEST 1,996.43 FEET;
THENCE 77,48 FEET AlONG THE ARC OF A NON-TANGENTIAL CIRCUlAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1415.00 FEET THROUGH A CENTRAL ANGLE OF 03"08'14" AND BEING SUBTENDED BY ACHORD
WHICH BEARS SOUTH 02011'35" EAST 17.47 FEET;
THENCE SOUTH 00038'28" EAST 84.34 FEEl;
THENCE NORTH 90000'00" WEST 71.80 FEEl;
THENCE SOUTH 00038'46" EAST 3,444.22 FEET:
THENCE 224.04 FEET ALONG THE.ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 2,721.25 FEET THROUGH A CENTRALANGLE OF 04043'02" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 01044'02" WEST 223.98 FEET:
THENCE SOUTH 04005'59" WEST 217.57 FEET;
THENCE 153.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CIReULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 2.277.17 FEET THROUGH A CENTRAL ANGLE OF 03"51'35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02010'28" WEST 153.37 FEET;
THENCE SOUTH 06"34'55" EAST 1,089.87 FEET TO A POINT ON A LINE lYING 100 FEET NORTH OF AND
PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (100 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID LINE SOUTH 88054'34" WEST 247.15 FEET TO THE POINT OF BEGINNING.
Agenda Item NO.7 A
January 11, 2011
Page 41 of 139.. -.: .
~.
,"
'"
CONTAINING 5.026.93 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SAID SECTION 16 BEING SOUTH 88054'34" WEST.
BY:
LANCE T. MILLER. P.S.M. LS#5627
CERTIFICATE OF AUTHORIZATION #LB.43
REF: ,4H-125. SHEETS 1-5
DATE: AUGUST 29.2003
REVISIONS: 1. OCTOBER 16.2003
2. MARCH 3, 2004
3. SEPTEMBER 30. 2004
4. FEBRUARY 4.2005
5. FEBRUARY 24. 2005
Appendix,
I
-
Town :'1 ::ii-.
Attachment A
Disclosure of Interest
Agenda Item NO.7 A
January 11, 2011
***EXPEDITED REVIEW*** Page 42 of 139
DOA-PL2010-1751 REV:1
TOWN OF AVE MARIA
DATE: 10/4/10
DUE: 10/8/10
Ave Maria Development, LUP, a Florida limited liability limited partnership
General Partner:
General Partner:
General Partner:
General Partner:
Barron Collier Corporation
Nua Baile, LLC.
BCAM, llLP"
Thomas S. Monaghan Irrevocable Trust of 2003
% Interest
0,05%
0.05%
49.95%
49.95%
100.00%
General Partner:
General Partner:
Barron Collier Partnership, LLLP, a Florida limited liability limited partnership
General Partner:
General Partner:
General Partner:
General Partner:
limited Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Barron Collier III
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
as Trustrees for Trust Under Will of Barron Collier Jr,
Lamar Gable Revocable Trust dated August 29, 2008, Douglas
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Trustees
Frances G. Villere
Phyllis G. Alden
Donna G, Keller
Barron Collier III
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian,
as Trustrees for Trust Under Will of Barron Colller Jr.
Lamar Gable Revocable Trust dated August 29,2008, Douglas
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
T ru stees
Frances G. Villere
Phyllis G. Alden
Donna G. Keller
0.250%
0.250%
0.125%
0.125%
0.125%
0,125%
24.750%
24.750%
12.375%
12.375%
12.375%
12.375%
100.00%
General Partner:
General Partner:
Barron Collier Investments, LTD., a Florida limited partnership
General Partner:
General Partner:
General Partner:
Genera I Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Limited Partner:
Barron Collier III
Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. SuI/ian,
as Trustrees for Trust Under Will of Barron Collier Jr.
Lamar Gabie Revocabie Trust dated August 29, 2008, Douglas
E, Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Trustees
Frances G. Villere
Phyllis G. Alden
Donna G. Keller
0.50%
0.50%
0.25%
0.25%
0.25%
0.25%
Barron Collier III
Katherine G. Sproul. Juliet A. Sproul, and Jennifer S. Sullian,
as Trustrees for Trust Under Will of Barron Collier Jr.
Lamar Gable Revocable Trust dated August 29,2008, Douglas
E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as
Trustees
Frances G. Villere
Phyllis G. Alden
Donna G. Keller
24.50%
24.50%
12.25%
12.25%
12.25%
12.25%
100.00%
Ave Maria University, Inc., a Florida not for profit corporation
AMUL T, LLe, a Florida limited liability company"""
Pufte Home Corporation, a Michigan corporation
DiVosta Homes, LP, a Delaware limited partnership
Notes:
. Nua Baile, LLC
Thomas S. Monaghan Irrevocable Grantor Trust
... BCAM, LLLP
Barron Collier Corporation
Barron Collier Partnership, LlLP
no AMULT, LLC
Ave Maria University Land Trust, Inc.
100.00%
100.00%
0.10%
99.90%
100.00%
100.00%
100.00%
Agenda Item No. 7 A
January 11, 2011
Page 43 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
.,: ~1
:- .,SI
AFFIDA vir
Well, Ave Maria University. Inc, being first duly sworn, depose and say that well am/are the
owners of the property described herein and which is the subject matter of the proposed hearing;
that all the answers to the questions in this application, including the disclosure of interest
information, all sketches, data, and other supplementary matter attached to and made a part of
this application, are honest and true to the best of our knowledge and belief. Well understand
that the information requested on this application must be complete and accurate and that the
content of this form, whether computer generated or County printed shall not be altered. Public
hearings will not be advertised until this application is deemed complete, and all required
information has been submitted.
As property owner Well further authorize Cheffy Passidomo and WilsonMiller Stantec to act as
our/my representative in any matters regarding this Petition.
Nicholas J. Healy as President
Typed or Printed Name of Owner
DOA-PL2010-1751 Rev: 1
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
The foregoing instrument was acknowledged before me this ;;( 8.!I- day of September, 2010,
by Nicholas J. Healv who is personally known to me or has produced as
identification,
State of Florida
County of Collier
41'o007t! {kJ;;"
( ignature of Notary Public)
SU5~rJ k. ACL70
(Print, Type, or Stamp Commissioned
Name of Notary Public)
NOTARY PUBLIC-STATE OF FWRIDA
...',....,.'..Susan K. Aceto
f ~ ~ Commission #DD692461
~,~l Expires: JULY OS, 2011
BOrmED nrRU ATLAl'ITlC sO!'<"DING CO., INC.
collT Cou.nty
,~~~~'"'=
Agenda Item No.7 A
January 11, 2011
Page 44 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULA nON
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
AFFIDAVIT
Well, Georae J. Forrest III being first duly sworn, depose and say that well amlare the owners of
the property described herein and which is the subject matter of the proposed hearing; that all the
answers to the questions in this applicationt including the disclosure of interest information, all
sketches, data, and other supplementary matter attached to and made a part of this application,
are honest and true to the best of our knowledge and belief. Well understand that the
information requested on this application must be complete and accurate and that the content of
this form, whether computer generated or County printed shall not be altered. Public hearings will
not be advertised until this application is deemed complete, and all required information has been
submitted.
As property owner Well further authorize Cheffy Passidomo and WilsonMiller Stantec to act as
our/my representative in any matters regarding this Petition.
On ^ pi ')0.... 0 1 75'" R ...
"'M- LL I - , - I ev: I
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
George J. Forest 11/, as President of A ve Maria
University Land Trust, Inc., Managing Member
of AMUL T, LLC.
Typed or Printed Name of Owner
The foregoing instrument was acknowledged before me this cJtf1/'day of September, 2010t
by Georoe J. Forrest 1II who is personally known to me or has produced as
identification.
Sfateof 1&'du~
County of ~
( Ig ature of Notary Public
A. ('M3BEU.
NOTARY f'o\SUO, Sf ATE OF MI
(Print, Type, or St~~~~~ :,. ",
Name of NotaryJlPim~OF 'tc- ~
:tGDU:J1ty
.' '. .... .:-' .':. .:': .:: ..; . .':~ ..:.'
Agenda Item No. 7 A
January 11, 2011
Page 45 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252~2400 FAX (239) 252.6358
www.colliergov.net
AFFIDA VIT
We/I, Pulte Home Corporation being first duly sworn, depose and say that we/I am/are the
owners of the property described herein and which is the subject matter of the proposed hearing;
that all the answers to the questions in this application. including the. disclosure of interest
information. all sketches, data, and other supplementary matter attached to and made a part of
this application. are honest and true to the best of our knowledge and belief. Well understand
that the information requested on this application must be complete and accurate and that the
content of this form, whether computer generated or County printed shall not be altered. Public
hearings will not be advertised until this application is deemed complete, and all required
information has been submitted,
As property owner Well further authorize Cheffy Passidomo and WilsonMiller Stantec to act as
our/my representative in any matters regarding this Petition.
7?qq."pU~
C::i"n",flll"o ",f o.."'....er+"y ()'v'v''''..er
'-'1~IU..U.Ulv VI I JUt-' .. _
DOA-PL2010-1751
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
Rou. -1
,-,v. ,
Richard McCormick as Vice President- Land
Typed or Printed Name of Owner
The foregoing instrument was acknowled ed before me this til3~ day of September, 2010,
by Richard McCormick who is ersonally known to me 0 has produced as
identification.
State of Florida
County of Collier
'ridA41AL2- J. ~~
(Signature of Notary Publl
v:jd4>d.La...J . ~
(Print, Type. or Stamp C missloned
Name of Notary Public)
B.6.RBAM t,. WAGNER
'M G()I<.I~':~';r"" ' flO ~~0527
E/S)IHC~ . "";', '.' ~I. ;!{)1,,'l,
"onded Thru t..:.... t . ."o"~ Unoerwro.ers
Co1lr County
- ~ ---
Agenda Item NO.7 A
January 11, 2011
Page 46 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULA nON
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
AFFIDAVIT
Well, Ave Maria Develooment. LLLP being first duly sworn, depose and say that well amlare the
owners of the property described herein and which is the subject matter of the proposed hearing;
that all the answers to the questions in this application, including the disclosure of interest
information, all sketches, data, and other supplementary matter attached to and made a part of
this application, are honest and true to the best of our knowledge and belief. Welf understand
that the information requested on this application must be complete and accurate and that the
content of this form, whether computer generated or County printed shall not be altered. Public
hearings will not be advertised until this application is deemed complete, and all required
information has been submitted.
As property owner Well further authorize Cheffy Passidomo and Wilson Miller Stantec to act as
ourlmy representative in any matters regarding this Petition.
DOA-Pl2010-1751 Rev: 1
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
Sig
Douglas E. . d as Vice Pr sident of Barron
Collier Corporation, eneral Partner of A ve
Maria Development, LLLP
Typed or Printed Name of Owner
The foregoing instrument was acknowledged before me this cl(Jf~ day of September, 2010,
by Douolas E. Baird who is personally known to me or has produced as
identification.
State of Florida
County of Collier
~ /J tJ~
(Signature of Notary Public)
KIM D. DAVIDSON
MY COMMISSION # DO 934069
EXPIRES: February 19, 2014
. Bonded Toru Notary Public Underwriters
KJM D. DAVIDSON
(Print, Type, or Stamp Commissioned
Name of Notary Public)
eollr County
- ~ --..
Agenda Item NO.7 A
January 11, 2011
Page 47 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES~ FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
AFFIDA vir
We/I~ Barron Collier Partnership. LLLP being first duly sworn, depose and say that well am/are
the owners of the property described herein and which is the subject matter of the proposed
hearing; that all the answers to the questions in this applicatlon~ including the disclosure of
interest information, all sketches, data, and other supplementary matter attached to and made a
part of this application, are honest and true to the best of our knowledge and belief. Well
understand that the information requested on this application must be complete and accurate and
that the content of this form, whether computer generated or County printed shall not be altered.
Public hearings will not be advertised until this application is deemed complete, and all required
information has been submitted.
As property owner Well further authorize Cheffy Passidomo and WilsonMiller Stantec to act as
our/my representative in any matters regarding this Petition.
DOA-PL2010-1751 Rev: 1
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
rty own~
Bradley A. Boaz as Authorized Agent
Typed or Printed Name of Owner
The foregoing instrument was acknowledged before me this o:?g1i
by Bradlev A. Boaz who is personally known to me or has produced
identification.
day of September, 2010,
as
State of Florida
County of Collier
~ f}. /hHk.-
(Signature of Notary Public)
KIM D. DAVIDSON
MY COMMISSION # 00 934069
EXPIRES: February 19, 2014
Bonde<! Thru Nolaly Publlo UnderwrllelS
KIM D. DAVIDSON
(Print, Type, or Stamp Commissioned
Name of Notary Public)
-=yP~~~
Agenda Item NO.7 A
January 11, 2011
Page 48 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
AFFIDAVIT
Well, Divosta Homes, L.P. being first duly sworn, depose and say that well am/are the owners of
the property described herein and which is the subject matter of the proposed hearing; that all the
answers to the questions in this application, including the disclosure of interest information, all
sketches, data, and other supplementary matter attached to and made a part of this application,
are honest and true to the best of our knowledge and belief. Well understand that the
information requested on this application must be complete and accurate and that the content of
this form, whether computer generated or County printed shall not be altered. Public hearings will
not be advertised until this application is deemed complete, and all required information has been
submitted.
As property owner Well further authorize Cheffy Passidomo and WilsonMiller Stantec to act as
our/my representative in any matters regarding this Petition.
..
P,AJ~~
Signature of Property Owner
DOA-Pl2010-1751 Rev: 1
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
Richard McCormick as Vice President- Land
Typed or Printed Name of Owner
The foregoing instrument was ac edged before me this d 8'7"1-) day of September, 2010,
by Richard McCormick who i personally known to me or as produced as
identification.
State of Florida
County of Collier
~aMua-.4. t.!~
(Signature of Notary Pub IC)
6tVt.ba.La.- 4. ~
(Print, Type, or Stamp C missloned
Name of Notary Public)
,,~!i\~:tiil<:~ B"RBARAA WAGNER
~''7 A .\:~ MY COMMIS!1I0N # DO 950527
.~~} EXPIRES' January 7. 2014
~" Bonded Thru Notary PubUc Underwriters
eo'llr County
Agenda Item No. 7 A
January 11, 2011
Page 49 of 139
COLLIER COUNTY GOVERNMENT
GROWTH MANAGEMENT DIVISIONI
PLANNING AND REGULATION
2800 NORTH HORSESHOE DRIVE
NAPLES, FLORIDA 34104
(239) 252-2400 FAX (239) 252-6358
www.colliergov.net
AFFIDAVIT
Well, Barron Collier Investments, L TO being first duly sworn, depose and say that well amlare
the owners of the property described herein and which is the subject matter of the proposed
hearing; that all the answers to the questions in this application, including the disclosure of
interest information, all sketches, data, and other supplementary matter attached to and made a
part of this application, are honest and true to the best of our knowledge and belief. Well
understand that the information requested on this application must be complete and accurate and
that the content of this form, whether computer generated or County printed shall not be altered.
Public hearings will not be advertised until this application is deemed complete, and all required
information has been submitted.
As property owner Well further authorize Cheffy Passidomo and WilsonMiller Stantec to act as
our/my representative in any matters regarding this Petition.
Bradley A. Boaz as Authorized Agent
Typed or Printed Name of Owner
DOA-PL2010-1751 Rev: 1
Town of Ave Maria DRI
Date: 10/4/10 Due: 10/8/10
The foregoing instrument was acknowledged before me this cJ?fL day of September, 2010,
by Bradley A. Boaz who is personally known to me or has produced as
identification.
State of Florida
County of Collier
4 ~iJttrcI~
(Signature of Notary Public)
KIM D. DAVIDSON
(Print, Type, or Stamp Commissioned
f Notary Public)
KIM D. DAVIDSON
MY COMMlSSION , DO 934069
EXPIRES: February 19,2014
Bonded Thru Nolary Public Underwrllers
Agenda Item NO.7 A
January 11, 2011
Page 50 of 139
*** . . .
EXPEDITED REVIEW***
DOA-Pl2010-1751 REV:l
TOWN OF AVE MARIA
DATE: 10/4/10
DUE: 10/8/10
April 6, 2010
Nick Casalanguide, Administrator
O)IHer County Development and Environmental SerJkes
2800 Horseshoe Drive
Naples, Florida 34104
Re: Ave Maria Access Relocation
Dear Mr. Casalanguida:
We ullderstand that Ave Maria Development. lllP, the developer of the Town of Ave Maria ('~AM") has
3.!iked the County for approval of the relocation of its secondary acce!.s on Oil Well Road from its
cOflceptlJal location as shown on the AM Master Phm to a location approximately 4,500 feet east as
shown on the. "jttached "site plan".
paCifiC Tomato Grower.,>, ad. (~Pi:lC;ific") owns the property immediilte1v south of Oil W(~II Road across
from both the existing wnceptual access and the proposed new acce~s. In fact, P'c-cifk owns. all the
property south of 011 Well Road from the Camp Keais Strand east to the e)(tenslon of Camp Keai$. Road.
A; the adjoilling l,mdowner, Paciflc has no obJection to the proposed relocation amJ would enr.ourage
the Count)' to cooperete in the relocation.
Sincerelv,
1:J;'.ldfic Tomato Growers, ltd.
DCi/kd
c;c David Genson, PE
AI Reynolds, i'\lCP
Wils(JnMille/~
,,-
New Directions In Planning, Design & Engineering
Agenda Item NO.7 A
January 11, 2011
Page 51 of 139
March 24, 2005
Raymond V. Bellows
Manager, Department of Zoning and Land Development Review
Community Development and Environmental Services Division
2800 North Horseshoe Drive
Naples, FL 34104
Re: The Town of Ave Maria DRI - Revised Map H and Legal Description
Dear Mr. Bellows:
Pursuant to Mr, Varnadoe's letter to you dated March 10,2005, regarding the Town ,of Ave
Maria DRI 32-acre addition, enclosed are a revised DRI Master Plan (Map H) and the legal
description incorporating the additional 32 acres.
Thank you for your continued assistance. Please contact me should you have any questions or
require further information.
Sincerely,
WilsonMiller,)rrp.
/'l~J
Margaret Perry, AICP
Senior Project Planner
Enclosures
cc: Ave Maria Developl1}ent, LLLP
George Varnadoe
Dan Trescott, SWFRPC
Offices strategically located to serve our clients 800.649.4336
Naples/Corporate Omee 3200 Bal1ey Lane, Suite 200. Naples, Florida 34105 · 239.649.4040 · Fax 239.643.5716
wilsonmlller. com
3/2412005- 149891 Vor. 011- MPERRY
~
0378S-013-000. PPHS- 29D62
WII.onM/IIor.lne. - FL Lie.' LC-C000170
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Agenda Item NO.7 A
January 11, 2011
Page 53 of 139
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home"
CHARLIE CRIST
Governor
THOMAS G. PELHAM
Secretary
September 21, 201 0
Mr. Raymond Bellows, AICP
Planning Manager
Zoning Services Section
Department of Land Development Services
Growth Management Division - Planning & Regulation
2800 N. Horseshoe Drive
Naples, Florida 34104
RECEIVED
SEP 2 9 2010
ZONING DEPARTMENT
RE: Town of Ave Maria Development of Regional Impact
Dear Mr. Bellows:
On lwgust 20,2010, the Department issued a letter responding to your questions
regarding the internal movement of commercial land uses in the Town of Ave Maria
Development of Regional Impact (DRI) and whether the Department concurred with the
Southwest Florida Regional Planning Council (Daniel Trescott) that such movement does not
require a Notice of Proposed Change (NOPC) pursuant to sub-paragraph 380.06(l9)(e)2.l,
Florida Statutes (F.S.). Sub-paragraph 380.06(l9)(e)2.l, F.S., states, in part, that thefollowing
changes, individually or cumulatively 1'vith any previous changes, are not substantial deviations:
1. Any other change which the state land planning agency. in consultation with the regional
planning council. agrees in writing is similar in nature, impact, or character to the changes
enumeraled in sub-paragraphs a.-j. and ll'hich does not create the likelihood of any additional
regional impact. The Department's August 20th letter stated that there was a lack of information
for the Department to concur that an NOPC \vould not be required.
The Department has received additional information regarding the location and extent of
the internal movement of land uses and reevaluated whether such a change would meet the
requirements of sub-paragraph 380.06( 19)(e )2.1, F .S. The internal movement. or change, is to
revise the To~'l1 of Ave Maria SRi\. Master Plan to relocate 50 acres of Town Center as follows:
(1) divide To~'l1 Center 2 into Town Center 2a and 2b; and (2) Town Center 2b will be moved
away from its current location along Camp Keais Road to an area with frontage along Oil Well
Road as sho\\<'11 on the attached revised SRA Master Plan. The change does not change
entitlements of the project. The change relocates an access point along Oil Well Road but does
not increase the number of access points along Oil Well Road. The Department agrees that the
2555 SHUMARD OAK BOULEVARD. TALLAHASSEE, FL 32399-2100
850-488-8466 (p) . 850-921-0781 (f) . Website: www dca.state flus
. COMMUNITY PLANNING 850-488-2356 (p) 850-488-3309 (f) t FLORIDA COMMUNITIES TRUST 850-922-2207 (p) 850-921-1747 (f) t
. HOUSING AND COMMUNITY DEVELOPMENT 850-488-7956 (p) 850-922-5623 (I) ·
Agenda Item No. 7A
January 11, 2011
Page 54 of 139
Mr. Ray Bellows, AICP
September 21,2010
Page 2
proposed change is similar in impact to the changes enumerated in sub-paragraphs
380.06(19)(e)2.a-j, F.S., and does not create the likelihood of any additional regional impact.
Thus, pursuant to sub-paragraph 380.06(19)(e)2.l, F.S., the proposed change does not require the
filing of a notice of proposed change. However, an application to Collier County to amend the
DR! development order (Exhibit C: SRA Master Plan) in accordance with the County's
procedures for amendment of a development order is required; and if approved, the County must
render the amended development order to the Department.
If you have any questions regarding this matter, please contact Brenda Winningham,
Regional Planning Administrator, at (850) 922-1800 or Scott Rogers, Principal Planner, at (850)
922-1758.
}v7~e~ YYO~l ~W
Mike McDaniel
Chief, Office of Comprehensive Planning
MM/sr
Attachments: TOVvTI of Ave Marie SRA Master Plan (revised March 2010)
cc: Nick Casalanguida, Collier County
Daniel Trescott, SWFRJ>C
George Vamadoe, Cheffy Passidomo. P.A.
OlfOl:! 113M 110
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Dwight E. Brock
Clerk of Courts
1.~ty:of-ebllier
CLERK OF THECIRCUIT COURT
COLLIER COUNTY OUR OUSE
3301 TAMIAMI E T
P.O. BOX 4 044
NAPLE ,
Ag~nd Item NaJA
p, ~) ,Q() 'V'b ,A<?-D
age b6 of 139
Clerk of Courts
Accountant
Auditor
Custodian of County Funds
July 12, 2005
Southwest Florida Regional
Planning Council
Mr. Daniel Trescott
DR! Coordinator
SWFRPC
1926 Victoria Avenue
North Fort Myers, FL 33901
Re: Resolution 2005-235/DO 2005-01
The Town of Ave Maria
Dear Mr. Trescott:
Transmitted herewith is a certified copy of the above referenced document,
adopted by the Board of County Commissioners of Collier County, Florida,
on Tuesday, June 14,2005
Very truly yours,
DWIGHT E. BROCK, CLERK
~a.Wou~.~(!.
Linda A. Houtzer,
Deputy Clerk
Enclosure
Phone-(239)732-2646
Web site- www.clerk.collier.ft.us
Fax- (239) 775-2755
Email-collierclerk@clerk.collier.fl.us
Agenda Item NO.7 A
January 11, 2011
Page 57 of 139
RESOLUTION NO. 05- 235
DEVELOPMENT ORDER NO. 05- 01
. -
A DEVELOPMENT ORDER OF THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA FOR THE
TOWN OF AVE MARIA, A DEVELOPMENT OF REGIONAL
IMPACT LOCATED IN. SECTIONS 4 THROUGH 9 AND
SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE
29 EAST AND PART OF SECTIONS 31 THROUGH 33,
TOWNSHIP 47 SOUTH, RANGE 29 EAST,COLLlER COUNTY,
FLORIDA.
WHEREAS, on July 23, 2004, Ave Maria Development, LL~P (herein "Developer"), by
and through its authorized agent, George L. Varnadoe, in accordance with Subsection
380.06(6), Florida Statutes (2002), filed an Application for Development Approval of a
Development of Regional Impact (DRI) known as the Town of Ave Maria (herein Ave Maria) with
Collier County and the Southwest Florida Regional Planning Council (SWFRPC); and
WHEREAS, the Developer has obtained all necessary approvals from Collier Cou~ty
agencies, departments, and boards required as a condition of approval for a Stewardship
Receiving Area (SRA) and DRI approvals; and
WHEREAS, the Board of County Commissioners as the governing body of the
unincorporated area of Collier County having jurisdiction pursuant to Section 380.06, Florida
Statutes, is authorized and empowered to consider the Application for Development Approval
(ADA) for the Town of Ave Maria DRI; and
WHEREAS, the public notice requirements of Chapter 380, Florida Statutes and the
Collier County Land Development Code (LDC), which includes the County's Zoning Ordinance
have been satisfied; and
WHEREAS, the Collier County Planning Commission has reviewed and considered the
report and recommendations of the SWFRPC and held a public hearing to consider the ADA on
June 2, 2005; and
Page 1 of 29
Agenda Item NO.7 A
January 11, 2011
Page 58 of 139
WHEREAS, the issuance of a development order pursuant to Chapter 380.06, Florida
Statutes, does not constitute a waive:r of any powers or rights regarding the issuance of other
development permits consistent herewith by the County or State; and
WHEREAS, on June 14, 2005, the Board of County Commissioners, at an open public
hearing in accordance with Section 380.06, Florida Statutes, having considered the ADA for the
Town of Ave Maria DRI submitted by Developer; the report and recommendations of the
SWFRPC, the record of the documentary and oral evidence presented to the Collier County
Planning Commission; the report and recommendations of the Collier County Planning
Commission; the recommendations of Collier County staff and advisory boards; and the record
made at said hearing, makes the following Findings of Fact and Conclusions of Law.
FINDINGS OF FACT
1. The real property constituting the Town of Ave Maria DRI and which is the
subject of the ADA, consists of approximately 5,027 acres, and is legally described as set forth
in Exhibit "A" attached hereto.
2. The application is consistent with Subsection 380.06(6), Florida Statutes.
3. The Developer submitted to the County an Application for Development Approval
("ADA") and sufficiency responses, hereby referred to as composite Exhibit "B", which by
reference thereto is made a part hereof to the extent that it is not inconsistent with the terms and
conditions of this development order approving the ADA.
4. The Developer proposes development of the Town of Ave Maria Development of
Regional Impact, as shown on the Master Concept Plan attached hereto as Exhibit "C", which
shall include the following:
.
A. 11,000 residential dwelling units,
B. 690,000 gross square feet of retail/service,
C. 510,000 square feet of office,
D. 400 hotel rooms,
Page 2 of 29
Agenda Item NO.7 A
January 11, 2011
Page 59 of 139
E. 6,000 student university with ancillary uses,
F. In addition to !he DRI threshold uses described above, the Town may
include up to 450 units of assisted living facilities, 148,500 square feet of civic, community and
miscellaneous facilities, 35,000 square feet of medical facilities, public and private schools,
churches and other places of worship, uses such as golf courses, lakes, open space, and
community support facilities, and those uses customarily associated with a university such as
student and administration housing, recreation and sports areas, and support facilities.
5. The development is consistent with the report and recommendations of the
SWFRPC submitted pursuant to Subsection 380.06(12), Florida Statutes.
6. A comprehensive review of the regional and local impact generated by the
development has been conducted by the appropriate County departments and agencies and by
the SWFRPC.
7. The development is not in an area designated an Area of Critical State Concern
pursuant 0 the provisions of Section 380.05, Florida Statutes, as amended.
8. The development is consistent with the current land development regulations and
the Growth Management Plan (GMP) of Collier County, as amended, adopted pursuant to
Chapter 163, Part II, Florida Statutes.
9. The Town of Ave Maria DRI is consistent with the State Comprehensive Plan.
CONCLUSIONS OF LAW
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
1. AFFORDABLE HOUSING
A. The applicant shall construct within the boundaries of the project affordable
housing units in the price ranges as defined in Collier County Comprehensive
Plan, as follows: a minimum of
Page 3 of 29
Agenda Item NO.7 A
January 11, 2011
Page 60 of 139
(i) 1,000 Moderate Income, owner-occupied housing units, that is for
households whpse total gross income is greater than 80%, but does not
exceed 120% of the HUD median family income limit for Naples, Florida
MSA;
(H) 700 Low Income housing units (50% to be owner-occupied), that is for
households whose total gross income is greater than 50%, but does not
exceed 80% of the HUD median family income limit for Naples, Florida
MSA; and
(Hi) 200 Very Low Income housing units, that is for households whose total
gross income is less than 50% of the HUD median family income limit for
Naples, Florida MSA.
B. In addition to the above on-site affordable housing development requirements,
the applicant shall provide a 28-acre parcel of developable land to Habitat for
Humanity, who has advised that this parcei is suitable for the development of up
to 150 dwelling units of very low income housing.
C. The construction of affordable housing units shall be phased at least
proportionally with the non-residential development so as to be available as the
project builds out and jobs are created.
D. Very Low and Low Income rental units.
The 200 Very Low income rental units and any rental units constructed and
offered to meet the commitment for low income household for affordable housing
shall be maintained at rental rates that meet the requirements of Rule 9J-2.048,
Florida Administrative Code, for these income categories for the duration of the
Development Order (15 years).
E. Low Income owner-occupied housing.
Page 4 of 29
Agenda Item No. 7 A
January 11, 2011
Page 61 of 139
All units offered for sale in this category shall be subject to a deed restriction that
if the buyer sells the ur:1it within five (5) years from the date of purchase, the sales
price shall be limited to the initial sales price plus a 5% per year increase, the
buyer's closing costs and verifiable cost of any improvements. There will be a
lien recorded in the official record of Collier County on the property in favor of
Collier County or the Collier County Housing Development Corporation for any
amounts in excess of the above. Those_entities agree and commit to enforce
said lien and to use the proceeds to maintain the affordability of such units.
F. Moderate Housing
All units in this category shall be initially offered at prices that meet the
requirements of Rule 9J-2.048, Florida Administrative Code for moderate income
housing at the time any such unit is offered for sale. All such units shall be
subject to one of the following;
(i) the unit will be subject to a restriction in the deed that limits the sales
price on said unit for a period of two (2) years to an amount equal to the
original purchase price plus buyer's closing costs, and the verifiable cost
of any improvements, plus an increase of 5% per year. Any profit in
excess of the above purchase price shall be payable to Collier County or
the Collier County Housing Development Corporation. Such deed
restriction shall run in favor of the County or the Collier County Housing
Development Corporation. Those entities agree to enforce this restriction
and to prioritize the utilization of any funds derived therefrom to assist
affordable housing buyers to purchase units in the Town of Ave Maria; or
(ii) a buy-back provision included in the deed which shall provide that for a
period of two years, the Seller shall repurchase the unit if offered for sale
by the initial buyer at a price that would not qualify under Rule 9J-2.048,
Page 5 of 29
Agenda Item NO.7 A
January 11, 2011
Page 62 of 139
FAC, as moderate income housing. Said_buy-back provision shall be at
an amount tha~ equals the original purchase price, buyers closing costs
and any buyer improvements, plus a 5% per year increase in the original
purchase price. After any such repurchase, Seller agrees to place the
unit on the market at the repurchase amount, plus its reasonably
expected costs of resale.
2. ENERGY
A. Any DRI Deveiopment Order issued by Collier County'shall contain a provision
that the applicant's commitments for energy conservation are adopted where
appropriate for this project.
3. STORMWATER MANAGEMENT
A. The Camp Keais flowway has been recommended for enhancement due to
exotic vegetation. The applicant's recommended enhancements shall be
addressed to ensure adequate outfali from the proposed project.
B. Detailed design plans, calculations (including appropriate flood routings), and
supporting documentation that resolve these issues must be submitted at the
time of application for an ERP.
C. Special BMPs shall be required for both the construction phase of the project and
long-term operation of the surface water management system. The required
water quality treatment will meet the permitting requirements of SFWMD and
EPA.
D. The project requires a modification to Environmental Resource Permit No. 11-
02336-P for conceptual approval of the DRI project site, for construction and
operation of the surface water management system for the remaining phases of
the proposed development, and for the proposed impacts to wetlands and other
surface waters.
Page 6 of 29
Agenda Item NO.7 A
January 11, 2011
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E. The project requires a Water Use Permit for certain dewatering activities
proposed for the con~truction of project lakes, utilities, and/or road or building
foundations for the remaining phases of the proposed development.
F. All internal stormwater management lakes and ditches, and anyon-site
preserved/enhanced wetland areas, shall be set aside as recorded private
drainage and/or conservation easements. Stormwater lakes shall include, where
practical, adequate maintenance easements around the lakes, with access to a
paved roadway.
G. During construction activities, the applicant shall employ Best Management
Practices for erosion and sedimentation control. These practices shall be
included with, or presented on, all construction plans, and shall be subject to
approval by the appropriate agencies prior to their implementation.
H. Any construction period silt barriers or hay bales, and any anchor soil, as welfas
accumulated silt, shall be removed upon completion of construction. Either the
applicant or the entities responsible for the specific construction activities
requiring these measures shall assume responsibility for having them removed
upon completion of construction.
I. The final stormwater management plan shall consider, as applicable, measures
to reduce runoff rates and volumes, including, but not limited to, fixed control
structures, perforated pipes, and grass swale conveyances.
J. Any shoreline banks created along the on-site stormwater management system
shall include littoral zones constructed on slopes consistent with SFWMD and
Collier County requirements and shall be planted in native emergent or
submergent aquatic vegetation. The applicant shall ensure, by supplemental
replanting as necessary, that at least 80% cover by native aquatic vegetation is
established within the littoral zone for the duration of the project.
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K. The applicant shall conduct annual inspections in accordance with the conditions
of the approved SFW.MD ERP, of the Town of Ave Maria Master Stormwater
Management System and any preserved/enhanced wetland areas on the project
site so as to ensure that these areas are maintained in keeping with the final
approved designs, and that the water management system is capable of
accomplishing the level of stormwater storage and treatment for which it was
intended.
L. The applicant shall confirm, to the satisfaction of ail applicable federal, state,
local review agencies, and the South Florida Water Management District, that the
proposed stormwater management system will not impact habitats of any state or
federally listed plant and/or animal species potentially occurring on site or that
such impacts shall be mitigated to the benefit of regional or RLSA-wide
populations of those species.
M. The applicant, its successors or assigns, shaH undertake a regularly scheduled
vacuum sweeping of all common streets and parking areas within the
development. The applicant shall encourage any private parcel owners within
the development to institute regularly scheduled vacuum sweeping of their
respective streets and/or parking areas.
N. Design considerations will be given to ditch and swale slopes, where practical, in
an effort to minimize discharges so that these facilities may provide some
additional water quality treatment prior to discharge. Treatment swales shall be
planted with grass or other vegetation as reviewed and approved during the ERP
approval process.
O. The grassed stormwater treatment areas shall be mowed on a regular basis as
part of the normal lawn maintenance of the development. Any debris that may
accumulate in project lakes, ditches or swales, or which may interfere with the
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Agenda Item NO.7 A
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normal flow of water through discharge structures and under drain systems, shall
be cleaned from the d~tentionlretention areas on a regular basis. Any erosion to
banks shall be replaced immediately.
P. Under drain systems and grease baffles, if utilized within the Town of Ave Maria
DRI, shall be inspected and cleaned and/or repaired on a regular basis. In no
instance shall the period between such inspections exceed eighteen months.
a. Stormwater Management System maintenance requirements within the Town of
Ave Maria shall include removal of any mosquito-productive nuisance plant
species from all system nodes, reaches, and percolation basins, as well as from
the lake littoral zones employed in the system.
R. To the extent consistent with applicable stormwater management system and
environmental regulations, any isolated wading bird "pools" constructed in lake
littoral zones shall be excavated to a depth which provides aquatic habitat for
-.
mosquito larvas predators, such as Gambusia affinis.
s. Best Management Practices will be utilized to mitigate potential adverse impacts
upon surface water and shallow groundwater at and adjacent to the site in
accordance with the Ave Maria stormwater management BMP's approved by
SFWMD.
T. The surface water management system will be designed to limit the discharge
from the developed system to the offsite areas per Collier County Ordinances in
effect at the time of permitting.
U. The applicant proposes to enhancelrestore portions or the large contiguous
wetland systems just outside the western property boundary. The hydroperiods
of these systems are relatively robust and are ultimately controlled by the
regional hydrology of the Camp Keais Strand, and thus more or less dependent
. upon natural hydrologic factors.
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V. The proposed development will occur in agricultural areas that are outside of the
100 Year-3 Day floodplain and will not result in the removal of storage volume
from the 100 year floodplain.
W. The littoral planting species selection and the elevation strata will be reviewed by
Collier County as a part of the Lake Excavation Permit submittal and the
survivability of the plantings will be insured through bonds provided to Collier
County until the county defined success criteria for the survivability of the littoral
plantings is accomplished.
X. The stormwater management system will be maintained by the Ave Maria
Stewardship Community District (herein AMSCD) and/or master homeowners'
associations. AMSCD will maintain the backbone and common area stormwater
management facilities.
Y. All commitments made by the applicant within the ADA, and subsequent
sufficiency round information, related to Question 10 (General Project
Description) and Question 19 (Stormwater Management), and not in conflict with
the above recommendations, shall be incorporated in the Collier County
Development Order as conditions for approval.
4. TRANSPORTATION
A. The applicant or his successor or assigns, shall be fully responsible for site-
related roadway and intersection improvements required within the Town of Ave
Maria DRI, inciuding project access points on Oil Well Road (CR 858) and Camp
Keais Road as well as secondary access connections to camp Keais Road.
B. The Application for Development Approval Transportation Analysis (Question 21)
indicates that the Town of Ave Maria will significantly impact the following
regional roadways that may operate below adopted level of service standards at
some time during build out of the project.
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Agenda Item NO.7 A
January 11, 2011
Page 67 of 139
ROADWAY LIMITS . IMPROVEMENT
Collier Golden Sate Blvd. to Pine Ridge Rd. 40 to 60
Blvd.
1-75 Immokalee Rd. to Bonita Beach Rd. 4F to 6F
Immokalee Oil Well Rd. to Everglades Blvd. 2 to 4D
Road
Immokalee Everglades Blvd. to Camp Keais Rd. 2 to 40
Road
Immokalee Camp Keais Rd. to SR 29 2 to 4D
Road
Main St. CR 29A South to 29/846 Split 40 to 60
(SR 29)
N. 15th St. Main St. to Immokalee Dr. 2 to 40
(SR 29)
N. 15th St. Immokalee Dr. to Lake Trafford Rd. 2 to 40
(SR 29)
N. 15th St. Lake Trafford Rd. to SR 29 A North 2 to 40
(SR 29)
N. 15th St. 29A North to SR 82 2 to 40
(SR 29)
SR29 CR 846 to Oil Well Rd. 2 to 40
SR29 Oil Well Rd. to 1-75 2 to 40
SR 82 (5) SR 29 to Hendry County Line 2 to 40
C. The Appiication for Deveiopment Approvai Transportation Analysis (Question 21)
indicates that the Town of Ave Maria will significantly impact the following regional
intersections that may operate below adopted level of service standards at some
time during buildout of the project.
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Agenda Item NO.7 A
January 11, 2011
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PROGRAMMED ESTIMATED
INTERSECTION ADDITIONAL
IMPROVEMENT IMPROVEMENT
Immokalee Rd. at 1-75
SB On/Off Ramo None Change One EBL into an
Immokalee Rd. at 1-75 EBT
NB On/Off Ramo
Immokalee Rd. at +1 EBT + 1WBT + 1EBL + 1WBL
Oakes Blvd.
Immokalee Rd. at +2EBT +2WBT +WBR + 1NBR + re-stripe NBL to
Wilson Blvd. L1Thru
Immokalee Rd. at None Signalize + 1 NBT + 1 SBT
Camo Keais Rd. +1SBL
Immokalee Rd. (1 st.
St.) at SR 29 (Main None + 1EBL + 1WBL
St.)
Fifteenth St. (SR 29) None + 1NBT + 1SBT + 1WBR
at Lake Trafford Rd.
Oil Well Rd. at None Signalize
Everqlades Blvd.
Oil Well Rd. at Ave None Signalize + 1 EBL
Maria Entrance
Oil Well Rd. at Camp None Signalize
Keais Rd.
Oil We!! Rd. at SR 29 None Signalize + 1 NBL + 1 NBT
+ 1SBL +1SBT + 1EBL
Camp Keais Rd. at None Signalize + 1 NBL
Ave Maria Entrance
Collier Blvd. at Pine None + EBT + 1NBL + 1NBT +
Ridqe Rd. 1SBT
D. The Developer shall provide its proportionate share of the costs of necessary
roadway and intersection improvements in Paragraph 4.B. and 4.C. including, but
not limited to, right-of-way, costs of signalization, turn lanes, and other
improvements deemed necessary by Collier County to maintain the adopted level
of service, through the payment of legally adopted road impact fees.
Improvements to the facilities outlined in Paragraph 4.B. and 4.C, above will be
necessary at the time that a road segment or intersection is expected to operate
below the level of service standard (LOS) adopted in the. Collier County Growth
Management Plan (GMP), or shall be programmed for construction within three
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years of that time. If the road segment or intersection is not operating at the
County's adopted LO~ standard and the Town of Ave Maria is contributing five
percent (5%) or more of the P.M. peak hour directional service volume at that
LOS standard, then except as otherwise provided for in paragraph E. below, no
additional building permits shall be issued unless the improvements are: a)
complete, b) under construction, c) the subject of a clearly identified, executed
and recorded local government development agreement consistent with Sec.
163.3220 through 163.3423, F.S. incorporated into the D.O. ensuring completion
concurrent with impacts; d) the subject of a binding commitment from Collier
County ensuring completion concurrent with impacts incorporated into the D.O.;
e) the subject of a binding commitment by the County in the current three years
of the Schedule of Capital Improvements of the Capital Improvement Element
(CIE); or f) the subject of a binding and enforceable commitment by the
developer or his successor or assigns, to provide the improvement concurrent
with impacts. Any combination of the above, which ensures that the
improvement is also acceptable, provided the SWFRPC, Collier County, and
DCA agree that the combination meets the intent of the transportation uniform
standards rule.
E. In order to make adequate provision for the mitigation of the project's impacts on
the transportation facilities, the alternative innovative mitigation strategy
identified herein is based upon the applicable standards and proportionate share
criteria set forth in 9J-2.045, F.A.C. and is intended to comply with the intent and
purpose of Chapter 380, Florida Statutes. In developing this public-private
mitigation strategy, consideration has been given to the project's overall
potential to enhance educational opportunities, to promote economic
development in the region, to further other local and state planning goals dealing
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Agenda Item No. 7 A
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Page 70 of 139
with rural land stewardship concepts, to the use of innovative solutions that
provide equal or be~er protection, and to the appropriate use of essential
transportation planning and programming solutions that further the capital
improvement process. As an alternative to the requirement of Paragraph D.
above, the developer, or its successor or assigns, will pay a proportionate share
contribution, calculated consistent with the formula in Paragraph 9J-2.045(1 )(h),
F.A.C., to Collier County for the improvement(s). Collier County and Developer
entered into a Developer Contribution Agreement on April 26, 2005, a copy of
which is attached as Exhibit "0", that provides for the payment of Developer's
proportionate share. A portion of the proportionate share payment shall be
applied to the construction of Oil Well Road from Immokalee Road to Camp
Keais Road, after which the remaining proportionate share shall be applied only
to improvements to one or more of the significantly impacted roadways 01"
intersections. Comer County has deemed the multi-Ianing of Oil 'Neil Road and
commitments to assist with improvements to the other road segments specified
in the Developer Contribution Agreement to be a reasonable alternative which, if
constructed, will reduce traffic volumes on one or more of the listed segments.
A portion of, or all of, the applicant's, or its successor's or assigns, proportionate
share contribution is being provided through the Developer's, or its successor's
or assignee's, payment of Collier County road impact fees, through the donation,
without credit for road impact fees of the following: (1) road right-of-way (valued
at $7,800,000), (2) stormwater management right-of-way (valued at $1,950,000),
and (3) fill material at cost savings (valued at $11,000,000), for future
improvements to Oil Well Road, portions of Immokalee Road and Camp Keais
Road, and through any other contributions included in the Developer
Contribution Agreement, including, but not limited to, the advanced payment of
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road impact fees and design/engineering services and permitting services fees
(estimated to be $6,~00,000). No additional building permits shall be issued
unless the County receives proportionate share payment and there is a
commitment to use the contribution for the construction of a needed
transportation improvements. Any delay in payment or change of the
proportionate share payment shall require a reanalysis of the payment amount in
a Notice of Proposed Change.
F. In order to ensure a continuous payment stream of the proportionate share
contributions anticipated by the Developer Contribution Agreement, and in
recognition of the commitments in the Developer Contribution Agreement, and in
a manner that ensures consistency with the Growth Management Plan's
Concurrency Management System, Collier County has committed to reserve to
the AMSCD sufficient roadway capacity within the Concurrency Management
System for use by the piOject pUI~uant to the Interlocal Agreement (Exhibit "E")
executed on April 26, 2005.
G. To determine the project impact on regional facilities, a biennial monitoring report
shall be submitted to Collier County, Florida Department of Transportation
Florida Department of Community Affairs (DCA), and SWFRPC for review and
approval. At a minimum, except as provided for in 4.H., below, the report shall
provide the following:
1.
A summary of construction and development activities to date, in
. the categories of development as recorded in the development
order;
2.
An estimate of the p.m. peak hour trip generation and turning
movements at each of the project's access points;
3.
An estimate of p.m. peak hour trips assigned to each road
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January 11, 2011
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segment identified in Paragraph 4.8.;
4.
An estir:nate of p.m. peak hour trips at the off-site intersections
listed in paragraph 4.C.;
5.
A calculation of the existing peak hour level of service for the
6.
facilities listed in paragraphs 4.8. and 4.C. above.
An estimate of the level of development expected to be added by
the project for the forthcoming two years;
7.
The status of the road improvements committed to in the
development order, addressing any deviations from the schedule
for making such improvements;
8.
The amount of total external traffic and the proportion of traffic that
is retained internally to the site and that which is accessing the
external road network;
9.
The status of '\valkable community" planning principles reiated to
efficient pedestrian and bicycle movement within the development,
including numerical indicators against which goals can be
measured, such as: number of motorized vehicles in the outside
lane, vehicle speed, lane conditions, existence of sidewalks, etc.;
10.
A status report on achieving inter-modal links and access to transit
and the use of transit throughout major corridors, including
numerical indicators against which goals can be measured, such
as: modal split, annual transit trips per capita, buses per hour, or
auto occupancy rate; and
11.
A report that assesses the extent that development protects
. and/or threatens biodiversity and wildlife in the County and
Region, including numerical indicators against which goals can be
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January 11, 2011
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measured, such as: number of wildlife crossings included in road
widenin~ plans, number of acres of land set aside for preservation
and protection of wildlife, number of species found in the area, use
of habitat maps to predict the number of panthers in the area, use
of habitat maps to predict travel patterns of panthers in the area,
use of GIS maps to identify ecological hotspots. .
H. As an alternative to collecting peak hour traffic data and analyzing the LOS for
roadway segments and intersections identified in Paragraphs 4.8. and 4.C.
required by Paragraph 4.G. above, the developer and Collier County may
consider an appropriate contribution for the construction of permanent traffic
counting stations that would be turned over to Collier County for operation and
maintenance. These stations would become part of an integrated network of
count locations that would provide continuous monitoring capabilities. Data
cc!!ected by these stations and other stations within the area of influence would
be made available to the developer in the preparation of the biennial monjtoring
reports. In the event such data reveals a potential deficiency, any further data
collection and analysis would be the responsibility of the developer.
I. The applicant shall install permanent traffic count stations on all project entrance
roads. The equipment will be owned and maintained by the applicant or his
successor or assigns.
J. The applicant shall promote efficient pedestrian and bicycle movement within and
between the development's components, and to adjacent properties as deemed
necessary by Collier County by providing for the facilities required by the Land
Development Code or as may be required by the Comprehensive Pathway Plan
that make appropriate linkages to the DRI internal pathways network. Also, the-
applicant may consider future connection to the proposed FPL Trail, which could
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Agenda Item NO.7 A
January 11, 2011
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enter the Town of Ave Maria from the north in the vicinity of the proposed
park/school or northea~t via Camp Keais Road.
K. The applicant shall promote transit service through the inclusion of bus stops or
other appropriate transit access points in site design, consistent with Collier
County transit plans. The location of bus stops and transit access points shall be
planned and integrated with the Town's bicycle and pedestrian plan.
L. The Collier County Board of County Commissioners may consider options to the
conditions of this Development Order to the extent that the options provide
adequate commitments for improvements indicated above to significantly
impacted regional roadways and intersections. Whatever options are exercised,
may be done without amending this Development Order, however. shall be done
with the understanding that the following conditions shall be met:
1. The transportation impacts to tha roads and intersections above shall be
appropriately addressed consistent with S\NFRPC poiicies, and the
determination of impact fees and/or a proportionate share.
2. No development will be permitted beyond that approved for termination of the
Development Order (Year 2020) or based on a land use conversion that
exceeds substantial deviation thresholds until such time as a Notice of
Proposed Change/Substantial Deviation application including a cumulative
transportation analysis has been reviewed and approved in accordance with
Chapter 380.06(19), Florida Statutes.
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5. VEGETATION AND WILDLlFElWETLANDS
A. Habitat protection for. listed plants and wildlife species and additional off site
wetland mitigation will occur on approximately 17,000 acres of land, as part of
the Rural Land Stewardship Area (RLSA) development entitlement process.
The Stewardship easements to the 17,000 acres of Stewardship Sending Areas
will run in favor of Collier County and Florida Department of Agriculture and
Consumer Affairs. The Stewardship Easements not already recorded will be
executed and recorded in the Official Records of Collier County within thirty (30)
days of approval of the Stewardship Sending Area.
B. A management plan for the crested caracara shall be submitted for review,
comments, and approval by the FWC and USFWS prior to commencement of
project construction beyond that approved in the Preliminary Development
Agreement.
C. A pre-construction survey for Florida burrow'ing owls shall be conducted in
accordance with FWC protocols. If nests are found, then the FWC shall be
contacted for review and consultation concerning conservation measures, and, if
needed, mitigation prior to project construction in the area of such nests.
D. If required by USFWS, an indigo snake protection plan shall be developed,
reviewed, and approved by USFWS prior to commencement of construction.
E. The Developer shall preserve and restore 62 acres of wetlands as freshwater
marshes that will be integrated into the surface water management system in two
locations as shown on the Master Development Plan (Map "H").
F. Mitigation (wetland/habitat enhancement) for impacts to on-site wetlands where
listed species plants are found is planned to occur within the large systems just
outside (west) of the property, and Developer will maintain suitable environments
for these plants to thrive.
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G. The set asides for panther will be established somewhere within the SSAs, and
the exact locations, .habitat type(s), and extent of the set asides will be
determined via Section 7 consultations with USFWS, and the concurrence of
FWC.
H. All commitments made by the applicant within the ADA, and subsequent
sufficiency round information, related to Question 12 (Vegetation and Wildlife)
and Question 13 (Wetlands), and not in conflict with the above
recommendations, shall be incorporated in the Collier County Development
Order as conditions for approval.
6. WASTEWATER MANAGEMENTIWATER SUPPLY
A. The project shall utilize ultra-low volume water plumbing fixtures, self-closing
and/or metered water faucets, xeriscape landscape techniques, and other water
conserving devices and/or methods. These devices and methods shall meet the
criteria outlined in the water conservation plans of the public water supply permit
issued to the Ave Maria Utility Company by the South Florida Water Management
District.
B. At the time of application for the District Permit Modification, the applicant should
provide verification that the proposed plumbing and irrigation system designs
meet District criteria in effect at that time.
C. All construction plans, technical specifications, and proposed plats, as applicable,
for the proposed water distribution and wastewater collection systems, and any
possible on-site treatment facilities, should be reviewed and approved by Ave
Maria Utility Company, LLLP prior to commencement of construction.
D. All potable water facilities, including any possible on-site potable water treatment
plants, should be properly sized to supply average and peak day domestic
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January 11, 2011
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demand, in addition to fire flow demand, at a rate approved by the Immokalee Fire
Department.
E. The lowest quality of watet available and acceptable should be utilized for all non-
potable water uses.
F. The irrigation system will utilize rain or moisture sensors to prohibit the use of
irrigation water during times when it is not needed.
G. Abandoned agricultural wells located on the project site will be properly plugged
by a licensed drilling contractor.
H. Water saving plumbing devices will be used as required by the current building
code.
I. Irrigation of golf course areas will be performed by deep, infrequent waterings in
order to encourage rooting of turf grass to provide more efficient utilization of
water and nutrients. Irrigation will occur per SFWMD consumptive use permit.
J. Ave Maria Utility Company, LLLP, will piOvide water, wastewater, and
reclaimed water to the town of Ave Maria.
K. Best Management Practices (BMPs) will be utilized to mitigate potential adverse
impacts upon surface water and shallow groundwater at and adjacent to the site,
in accordance with the Ave Maria stormwater management BMP's approved by
SFWMD.
L. All commitments made by the applicant, within the ADA and subsequent
sufficiency round information, related to Question 10 (General Project
Description), Question 14 (Water), Question 17 (Water Supply), and Question 18
(Wastewater Management), and not in conflict with the above recommendations
should be incorporated as conditions of approval within the Collier County
Development Order for the Town of Ave Maria.
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7. HISTORICAL AND ARCHEOLOGICAL SITES
A. The research used fo!, the ADA will be utilized to develop text for a historical
marker commemorating Second Seminole War activities. which will be placed at
an appropriate location within Ave Maria.
8. EDUCATION
A. The applicant shall dedicate a site of at least 46 acres within Ave Maria to the
School District for an elementary and middle school. The site will have direct
access to the "loop" road and will provide convenient access, both vehicular and
pedestrian, from the surrounding neighborhoods.
B. The applicant shall dedicate a high school site of approximately 60 acres in a
location requested by School Board staff that is approximately two miles west of
Camp Keais Road north of Immokalee Road.
C. All committ'!lents made by the applicant within the ADA and subsequent
sufficiency round information related to Question 10 (Generai Project
Description) and Question 27 (Education), and not in conflict with the above
recommendations should be incorporated as conditions of approval within the
Collier County Development Order for the Town of Ave Maria.
9. POLICE AND FIRE PROTECTION
A. Any buildings where hazardous material/waste is to be used, displayed, handled,
generated or stored will be constructed with impervious floors with adequate floor
drains leading to separate impervious holding facilities that are adequate to
contain and safely facilitate cleanups of any spills, or contaminated substances.
B. Facilities qualifying under the Superfund Amendments Reauthorization Act
(SARA) Title III of 1986, and the Florida Hazardous Materials Emergency
Response and Community Right to Know Act of 1988, shall file hazardous
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materials reporting applications in accordance with sections 302, 303, 311, 312,
or 313. Applications s~all be updated annually by each reporting facility.
C. Developer shall assist in the development, building, and funding of a Multi-
purpose Public Safety Center to house emergency response personnel and
equipment to ensure that the development does not dilute the existing
emergency services in Immokalee and surrounding communities~
D. The fire flows required for Ave Maria will be provided through the potable water
distribution system. Adequate system storage and pumping capacity at the water
plant site will be installed to provide the required flows. Distribution system pipes
will be sized to deliver the fire flows to the buildings to meet the requirements of
the National Fire Protection Association.
E. The on-campus security provider will utilize foot patrols at the University. It is not
anticipated that the on-campus security personnel will provide security service for
the town. The Collier County Sheriff's Department wiil provide police protection
for the town. A permanent Sheriff's substation is planned within the community
facilities district of the project.
F. As the development of the project progresses, the applicant will continue to
coordinate with the Sheriff's Department regarding security measures and
features that will likely deter criminal activity at the University and the Town.
G. The applicant has committed to provide a temporary public safety facility and a
minimum of three acres of property for a permanent jOint facility which will meet
the needs of the Immokalee Fire District, Collier Emergency Medical Services,
and the Collier Sheriff's Department as the Town grows. In addition to the
commitment to dedicate a minimum of three acres for a joint facility to house
EMS/Fire Station/Sheriff sub-station, Applicant agrees to reserve an additional
one acre site within the Town for "Government Building(s)" adjacent to the joint
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facility. This site shall be reserved by Applicant until development of whichever is
the latter in time: 75%. of the total number of residential dwelling units or 75% of
total area of non-residential uses; as measured at time of building permit
approvals. If such a commitment is not exercised by timely notice from the
County to the Applicant as stated immediately above, then this one acre site
reservation shall terminate. The one acre site shall be dedicated to the County in
exchange for impact fee credits upon the County committing to construct a
"Government Building(s)" faciiity by identifying same within the County's CIP.
10. SOLID/HAZARDOUS/MEDICAL WASTE
A. The project shall be bound by all applicable recycling requirements in effect in
the County at the time of the development.
B. Any buildings where hazardous materials or waste is to be used, displayed,
handled, generated or stored shall be constructed with impervious floors with
adequate floor drains leading to separate impervious holding facilities that are
adequate to contain and safely facilitate cleanups of any spill, leakage, or
contaminated water.
C. Discharge of hazardous waste effluent into the sewage system shall be
prohibited unless approved by permit issued by the Florida Department of
Environmental Protection.
D. Any business found within the development boundary that generates hazardous
waste will be responsible for the temporary storage, siting and proper disposal of
the hazardous waste generated by such business. However, there will be no
siting of hazardous waste storage facilities contrary to the county zoning
regulations.
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E. Any off-site disposal of hazardous waste would be the responsibility of the
business that has gen~rated the hazardous waste. AI/local and state regulations
will be followed in the proper off-site disposal of hazardous waste.
F. Any business found within the development that generates hazardous waste
shall be responsible for following all local and state regulations pertaining to the
generation and handling of hazardous waste at the development
G. Should natural gas be utilized at some future date, applicable state and local
regulations will be met.
H. The number of restaurants is not known at this time. Restaurant owners will be
required to comply with the County's grease trap ordinance that requires routine
maintenance of the grease removal system.
I. The responsibility for disposing medical and hazardous waste lies with the waste
generator in accordance with Florida law (64E-16, F.A.C. for Biohazardous
Waste; 62-730 F.AC. for hazardous waste). These generators wiii be
responsible for contracting with properly licensed waste haulers for disposal of
these "special wastes".
11. CONSISTENCY WITH THE LOCAL COMPREHENSIVE PLAN
Collier County has determined that the Town of Ave Maria DRI project is consistent with
the Collier County GMP and that the project's development, as approved in this
development order, is consistent with the County's Concurrency Management System
relative to public facilities necessary to support the development.
12. GENERAL CONSIDERATIONS
A. All commitments and impact mitigating actions provided by the applicant within
the Application for Development Approval (and supplementary documents) that
are not in conflict with specific conditions for project approval outlined above are
officially adopted as conditions for approval.
Page 25 of 29
Agenda Item No. 7 A
January 11, 2011
Page 82 of 139
B. The developer, or his successor(s) in title to the undeveloped portion of the
property, must subm!t a biennial report to the Collier County Board of County
Commissioners, the Southwest Florida Regional Planning Council and the State
Land Planning Agency, and all affected permit agencies on Form RPM-BSP-
Annual Report - 1. This report must describe the state of development and
compliance as of the date of submission and be consistent with the rules of the
State Land Planning Agency. The first monitoring report must be submitted to
the DRI Coordinator for SWFRPC, the State Land Planning Agency, and Collier
County no later than one year after the effective date of this Development Order.
Further reporting must be submitted not later than once every two years for
subsequent calendar years thereafter, until buildout, whether actual or declared.
Failure to comply with this biennial reporting procedure is governed by
Subsection 380.06(18), Florida Statutes, which provides for the temporary
suspension of the DRI Development Order. The developer must inform
successors in title to any undeveloped portion of the real property covered by this
Development Order.
C. The development phasing schedule presented within the ADA and as adjusted to
date of development order approval shall be incorporated as a condition of
approval.
If development order conditions and applicant commitments
incorporated within the development order, ADA or sufficiency round responses
to mitigate regional impacts are not carried out as indicated to the extent or in
accord with the timing schedules specified within the development order and this
phasing schedule, then this shall be presumed to be a substantial deviation for
the affected regional issue.
D. If the local governments, during the course of monitoring the development, can
demonstrate that substantial changes in the conditions underlying the approval of
Page 26 of 29
Agenda Item No. 7 A
January 11, 2011
Page 83 of 139
the development order has occurred or that the development order was based on
substantially inaccur~te information provided by the developer, resulting in
additional substantial regional impacts, then a substantial deviation shall be
deemed to have occurred. The monitoring checklist contained in Appendix IV
shall be used as a guide by the local government in determining addition
substantial regional impacts.
E. Pursuant to Chapter 380.06(16), the applicant may be subject to credit for
contributions, construction, expansion, or acquisition of public facilities, if the
developer is also subject by local ordinances to impact fees or exactions to. meet
the same needs. The local government and the developer may enter into a
capital contribution front-ending agreement to reimburse the developer for
voluntary contributions in excess of the fair share.
F. The local development order shall state the land uses approved in gross square
feet, aCieages and parking (if applicable) consistent with the statewide guidelines
and standards in Chapter 380.0651 Florida Statutes.
BE IT FURTHER RESOLVED by the Board of C~unty Commissioners of Collier County,
Florida, that:
1. The County's Community Development and Environmental Administrator shall be
the local official responsible for assuring compliance with the development order.
2. Physical development shall commence on or before January 1, 2006. The
project is being built in two phases of five years each, commencing with the effective date of this
Development Order. Buildout is projected to occur on or about December 31,2016.
3. The definitions contained in Chapter 380, Florida Statutes, shall control the
interpretation and construction of any terms of this development order.
4. Pursuant to Subsection 380.06(15)( c)3, Florida Statutes, this project is exempt
from downzoning or intensity or density reduction until June 30, 2020, subject to the conditions
Page 27 of 29
Agenda Item NO.7 A
January 11, 2011
Page 84 of 139
and limitations set forth in said Subsection of the Florida Statutes. The expiration date for this
Development Order is June 30, 2020:
5. Subsequent requests for development permits shall not require further review
pursuant to Section 380.06, Florida Statutes, unless it is found by the Board of County
Commissioners of Collier County, after due notice and hearing, that one or more of the following
items listed in Paragraphs A and B is present. Upon such a finding, the Board of County
Commissioners of Collier County may take any action authorized by Subsection 380.06(19),
Florida Statutes, pending issuance of an amended development order.
A. A substantial deviation from the terms or conditions of this development
order, a substantial deviation to the project development phasing schedule, a failure to carry out
conditions, commitments or mitigation measures to the extent set forth herein or consistent with
the timing schedules specified herein or in the phasing schedule in the ADA, or substantial
deviation from the approved development plans which create a reasonable likelihood. of
additional regional impacts or other types of regional impacts which were not previousiy
reviewed by the SWFRPC; or
B. An expiration of the period of effectiveness of this development order as
provided herein.
6. The approval granted by this development order is limited. Such approval shall
not be construed to relieve the Developer of the duty to comply with all other applicable local,
state or federal permitting regulations.
7. It is understood that any reference herein to any governmental agency shall be
construed to mean any future entity which may be created or be designated or succeed in
interest to, or which otherwise possesses any of the powers and duties of, any referenced
governmental agency in existence on the effective date of this development order.
8. Appropriate conditions and commitments contained herein may be assigned to or
assumed by a Special District formed pursuant to Chapter 190, Florida Statutes.
Page 28 of 29
Agenda Item NO.7 A
January 11, 2011
Page 85 of 139
9. In the event that any portion or section of this development order is determined to
be invalid, illegal, or unconstitution~1 by a court or agency of competent jurisdiction, such
decision shall in no manner, affect the remaining portions of this development order which shall
remain in full force and effect.
10. This development order shall be binding upon the County and the Developer, its
assignees or successors in interest.
11. This development order shall become effective as provided by law.
12. Certified copies of this development order shall be provided by the County to
DCA and the SWFRPC as provided in Subsection 380.06(25)(g), Florida Statutes.
BE IT FURTHER RESOLVED, that this Resolution be recorded in the Minutes of this
Board.
This Resolution adopted after motion, second, and majority vote.
Done this 14th day of June, 2005.
.,,0
.0,;,,1111/1
ATTEST:DyVi&Hi.~:'~ROCK,CtERK
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(f .'.. :~ a'" .:. ",,:~' Dep'uty:'C~k
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Attest IS~ t~.\:.b a i rman~ l.;'~ .,,:
s 1 gl'atllre '6T;:1:1i.;;;:;~:i.:~i"\.:>:
Approved as/{Q}aftiil~p.d'"
. -~q'f!ItU
legal sufficiency: ' -.,
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:
!~~1L W.
FRED W. COYLE, CHAIR
1\'-"-" " . \ '\ ./
/' ;\ " ,1';"-
. / , ' \" .
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I .' ;"".'.. ,- ",-' '\' .,! 'VV\
Patrick G. White
Assistant County Attorney
State of FWRlUA
CowIty of COWER
I HEREBY 'CERTIFY THAT this Is a true and
correct copy of a docum~nt on flIe In
Board M'PI:ttes'81'td,R.eCOfP~ of Comer Counlt
WITN ~~~. ~;raf14: .,~ ct.o,". icial seal this
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WilsOnMiller8
..
New Directions In Planning, Design & Engif18Bring
Agenda Item No. 7 A
January 11, 2011
Page 86 of 139
.-
EXHIBIT "An - D.R.I. LANDS
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18,
TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP
47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA
ALL THAT PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48
SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH,
RANGE 29 EAST, COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16:
THENCE NORTH 01004'10" WEST 50.00 FEET TO THE NORTH RIGHT OF WAY LINE OF OIL WELL
ROAD (100 FOOT RIGHT OF WAY) AND THE POINT OF BEGINNING OF THE PARCEL HEREIN
DESCRIBED;
THENCE SOUTH 88057'06" WEST 152.15 FEET;
THENCE NORTH 01007'23" WEST 300.01 FEET TO A POINT ON A LINE LYING 300 FEET NORTH OF
AN PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD;
THENCE ALONG SAID LINE SOUTH 88057'05" WEST 2,417.56 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 88055'37" WEST 1,128.15 FEET;
THENCE LEAVING SAID LINE NORTH 01013'46" WEST 1,089.65 FEET;
THENCE SOUTH 89032'56" WEST 1,514.02 FEET;
THENCE SOUTH 89024'19" WEST 3977.40 FEET;
THENCE NORTH 00001'40" EAST 1280.68 FEET;
THENCE NORTH 90000'00" EAST 1125.68 FEET;
THENCE NORTH 00019'38" WEST 520.46 FEET;
THENCE NORTH 09027'58" EAST 38.31 FEET;
THENCE NORTH 14056'15" EAST 32.59 FEET;
THENCE NORTH 59002'49" EAST 24.49 FEET;
THENCE NORTH 68012'25" EAST 33.93 FEET;
THENCE NORTH 73008'54" EAST 72.42 FEET;
THENCE NORTH 69014'09" EAST 65.14 FEET;
THENCE NORTH 61011'58" EAST 47.93 FEET;
THENCE NORTH 56044'10" EAST 80.38 FEET;
THENCE NORTH 54018'17" EAST 82.75 FEET;
THENCE NORTH 51034'19" EAST 552.31 FEET;
THENCE NORTH 12032'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780.99 FEET;
THENCE NORTH 38040'18" WEST 48.27 FEET;
THENCE NORTH 55058'45" WEST 175.13 FEET;
THENCE NORTH 78014'12" WEST 46.21 FEET;
THENCE SOUTH 86041'17" WEST 358.77 FEET;
THENCE NORTH 43016'35" WEST 44.00 FEET;
THENCE NORTH 01028'53" WEST 584.34 FEET;
THENCE NORTH 88045'30" EAST 2,256.99 FEET;
THENCE NORTH 11031'40" WEST 679.82 FEET;
THENCE NORTH 29057'19" EAST 43.24 FEET;
THENCE NORTH 80003'11" EAST 750.96 FEET;
THENCE NORTH 82005'14" EAST 23.32 FEET;
THENCE NORTH 08045'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CiRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 23030'23" EAST 81.34 FEET TO A POINT
OF REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A
RADIUS OF 215.80 FEET THROUGH A CENTRAL ANGLE OF 39048'43" SUBTENDED BY A CHORD
WHICH BEARS NORTH 22002'37" EAST 146.95 FEET;
THENCE NORTH 02008'16" EAST 434.86 FEET:
THENCE NORTH 38040'13" EAST 124.61 FEET;
THENCE NORTH 23055'58" EAST 503.82 FEET;
THENCE NORTH 89019'06" EAST 272.53 FEET;
THENCE NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09056'39" EAST 638.73 FEET;
THENCE NORTH 73036'58" EAST 172.46 FEET;
Offices strategically located to serve our clients 800.649.4336
NapleslCorporate Office 3200 Bailey Lane, Suite 200. Naples. Florida 34105 . 239.549.4040. Fax 239.643.5716
wl/sonmlller.com
WilsOnMiller.
".
New Directions In Planning, Design & Engineering
Agenda Item No. 7 A
January 11, 2011
Page 87 of 139
DESCRIPTION OF PART OF SECTION 4 THROUGH 9,16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNlY, FLORIDA
EXHIBIT "A" - D.R.1. LANDS (CONTINUED):
::-
THENCE NORTH 10053'22" EAST 171.73 FEET;
THENCE 327.51 FEET AlONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAl ANGLE OF 68007'37" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39053'35" WEST 308.56 FEET;
THENCE NORTH 73057'24" WEST 492.85 FEET;
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTiAl CIRCULAR CURVE CONCAVE
SOUTH HAVING A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54005'52" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 90000'00" WEST 301.71 FEET;
THENCE SOUTH 62057'04~ WEST 506.32 FEET;
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83001'31" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 27009'30" WEST 142.15 FEET;
THENCE SOUTH 14021'16" EAST 287.88 FEET;
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAl ANGLE OF 115044'01"
AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 29011'23" WEST 286.03 FEET;
THENCE SOUTH 87003'24" WEST 81.50 FEET;
THENCE SOUTH 19006'00" WEST 178.46 FEET;
THENCE SOUTH 73034'35" WEST 263.81 FEET;
THENCE SOUTH 33042'00" WEST 81.86 FEET;
THENCE SOUTH 51052'05" WEST 1,402.28 FEET;
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82054'07" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22050'28" WEST 200.58 FEET;
THENCE SOUTH 18036'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHEAST HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66004'00" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 48032'34" EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET;
THENCE SOUTH 14002'28" EAST 106.97 FEET;
THENCE SOUTH 15053'24" WEST 33.42 FEET;
THENCE SOUTH 72018'08" WEST 1325.01 FEET;
THENCE NORTH 160ZZ'40" WEST 868.64 FEET;
THENCE NORTH 1600Z'Z1" WEST 1,001.63 FEET;
THENCE NORTH 15043'23" WEST 808.63 FEET;
THENCE NORTH 140Z9'42" WEST 215.30 FEET;
THENCE NORTH 02051'Z1" WEST 51.77 FEET;
THENCE NORTH 37059'19" EAST 51.77 FEET;
THENCE NORTH 580Z4'39" EAST 660.90 FEET;
THENCE NORTH 56056'25" EAST 865.77 FEET;
THENCE NORTH 6ZoZ7'21" EAST 303.89 FEET;
THENCE NORTH 58011'43" EAST 148.88 FEET;
THENCE NORTH 660Z7'ZO" EAST 99.67 FEET;
THENCE NORTH 79059'44" EAST 60.67 FEET;
THENCE NORTH 18039'40" EAST 212.96 FEET;
THENCE NORTH 130Z6'09" EAST 80.67 FEET;
THENCE NORTH 04005'14" EAST 65.75 FEET;
THENCE NORTH 00047'Z8" EAST 593.12 FEET;
THENCE NORTH 050Z9'40" EAST 61.18 FEET;
THENCE NORTH 20017'22" EAST 57.43 FEET;
THENCE NORTH 51055'17" EAST 55.07 FEET;
THENCE SOUTH 84048'Z7" EAST 51.76 FEET;
THENCE SOUTH 67"53'53" EAST 40.46 FEET;
THENCE SOUTH 53037'33" EAST 55.29 FEET;
THENCE SOUTH 55037'37" EAST 158.19 FEET;
THENCE SOUTH 66028'32" EAST 79.22 FEET;
913G12CJ04. '272:10 V.r. Ol!- BSTOCKHAM
"""'.
D.37B6-OlJO.OOO..O
2
WilsOnMille,.
yo
New Directions In Planning, Design & Engineering
Agenda Item NO.7 A
January 11, 2011
Page 88 of 139
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, ~OWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA
EXHIBIT "A" - O.R.I. LANDS (CONTINUED):
THENCE SOUTH 81019'48" EAST 69.92 FEET;
THENCE NORTH 80053'08" EAST 96.10 FEET;
THENCE NORTH 83009'35" EAST 88.49 FEET;
THENCE SOUTH 75058'08" EAST 57.96 FEET;
THENCE SOUTH 45044'09" EAST 65.43 FEET;
THENCE SOUTH 23012'23" EAST 107.03 FEET;
THENCE SOUTH 31009'29" EAST 124.53 FEET;
THENCE SOUTH 36028'03" EAST 195.13 FEET;
THENCE SOUTH 41049'01" EAST 193.27 FEET;
THENCE SOUTH 41021'57" EAST 187.53 FEET;
THENCE SOUTH 50006'28" EAST 1n.12 FEET;
THENCE NORTH 86006'03" EAST 103.33 FEET;
THENCE NORTH 82007'11" EAST 76.87 FEET;
THENCE NORTH 58049'02" EAST 61.16 FEET;
THENCE NORTH 41011'10" EAST 266.09 FEET;
THENCE NORTH 43045'15" EAST 203.61 FEET;
THENCE NORTH 63026'06" EAST 230.87 FEET;
THENCE NORTH 55012'54" EAST 17.74 FEET;
THENCE NORTH 06058'17" WEST 40.07 FEET;
THENCE NORTH 60020'46" EAST 94.06 FEET;
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52022'08" EAST 29.10 FEET;
THENCE NORTH 05013'18" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST 185.10 FEET;
THENCE NORTH 08055'50" WEST 66.36 FEET;
THENCE NORTH 08035'26" WEST 70.11 FEET;
THENCE NORTH 03030'28" EAST 24.24 FEET;
THENCE NORTH 09022'28" EAST 32.62 FEET;
THENCE NORTH 32003'11" EAST 61.35 FEET;
THENCE NORTH 41059'52" EAST 54.16 FEET;
THENCE NORTH 46038'59" EAST 44.15 FEET;
THENCE NORTH 40019'34" EAST 80.40 FEET;
THENCE NORTH 39030'46" EAST 42.43 FEET;
THENCE NORTH 52007'39" EAST 71.16 FEET;
THENCE NORTH 60017'11" EAST 55.95 FEET;
THENCE NORTH 68043'34" EAST 63.02 FEET;
THENCE NORTH 86012'19" EAST 41.51 FEET;
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET;
THENCE NORTH 69031'07" EAST 36.80 FEET;
THENCE NORTH 75037'20" EAST 34.34 FEET;
THENCE SOUTH 72008'39" EAST 57.43 FEET;
THENCE SOUTH 56052'50" EAST 70.22 FEET;
THENCE SOUTH 56052'18" EAST 99.31 FEET;
THENCE SOUTH 70035'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET;
THENCE NORTH 85047'37" EAST 52.90 FEET;
THENCE NORTH n016'18" EAST 51.33 FEET;
THENCE NORTH 64020'23" EAST 9.49 FEET;
THENCE NORTH 23058'25" EAST 60.47 FEET;
THENCE NORTH 39027'42" EAST 136.06 FEET;
THENCE NORTH 18012'03" EAST 123.70 FEET;
THENCE NORTH 16026'30" WEST 137.54 FEET;
THENCE NORTH 45055'34" WEST 133.51 FEET;
THENCE NORTH 84043'21" WEST 101.26 FEET;
THENCE SOUTH 87"06'53" WEST 375.05 FEET;
913G12004- 1272:10 Ver: Ofl~ BSTOCKHAM
CUl<3
OJ78&tl\X)...()()O - u
3
WilsonMiller.
,..
New Directions In Planning, Design & Engineering
Agenda Item No, 7 A
January 11, 2011
Page 89 of 139
'.-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST: AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST.. COLLIER COUNTY, FLORIDA
EXHIBIT oN - D.R.I. LANDS (CONTINUE~):
THENCE SOUTH 86031'55" WEST 296.36 FEET;
THENCE NORTH 02029'11" WEST 25.06 FEET;
THENCE SOUTH 8S019'OO" WEST 63.79 FEET;
THENCE SOUTH 87001'35" WEST 57.73 FEET;
THENCE NORTH 85014'11" WEST 27.05 FEET;
THENCE NORTH 86011'09" WEST 22.51 FEET;
THENCE NORTH 71001'47" WEST 25.34 FEET;
THENCE NORTH 740S744" WEST 25.97 FEET;
THENCE NORTH 80042'24" WEST 41.73 FEET;
THENCE NORTH nOOO'19" WEST 49.95 FEET;
THENCE NORTH 78026'56" WEST 104.70 FEET;
THENCE NORTH 7S045'16" WEST 195.82 FEET;
THENCE NORTH 79021'51" WEST 81.14 FEET;
THENCE NORTH 76030'15" WEST 38.50 FEET;
THENCE NORTH 70"33'36" WEST 13.50 FEET;
THENCE NORTH 53058'21" WEST 10.18 FEET:
THENCE NORTH 53058'22" WEST 10.18 FEET;
THENCE NORTH 43009'08" WEST 16.42 FEET;
THENCE NORTH 34052'31" WEST 30.12 FEET;
THENCE NORTH 37008'48" WEST 31.00 FEET;
THENCE NORTH 4S000'OO" WEST 37.06 FEET;
THENCE NORTH 43028'45" WEST 29.92 FEET;
THENCE NORTH 52029'45" WEST 40.59 FEET;
THENCE NORTH 53028'16" WEST 25.16 FEET;
THENCE NORTH 69051'49" WEST 23.93 FEET;
THENCE NORTH 72053'SO" WEST 40.74 FEET;
THENCE NORTH 74038'02" WEST 101.72 FEET;
THENCE NORTH 7602S'14" WEST 79.73 FEET;
THENCE NORTH 73050'34" WEST 83.41 FEET;
TH ENCE NORTH 77016'32" WEST 71.39 FEET;
THENCE NORTH 70044'15" WEST 32.62 FEET;
THENCE NORTH 75044'50" WEST 240.26 FEET;
THENCE SOUTH 76022'29" WEST 54.20 FEET;
THENCE NORTH 75046'41" WEST 12.81 FEET;
THENCE NORTH 78006'45" WEST 243.02 FEET;
THENCE SOUTH 8ro32'28" WEST 438.43 FEET;
THENCE SOUTH 86036'21" WEST 1,109.58 FEET;
THENCE NORTH 77000'11" WEST 142.86 FEET;
THENCE SOUTH 17030'03" WEST 10.94 FEET;
THENCE SOUTH 21030'05" EAST 36.63 FEET;
THENCE SOUTH 3005750" WEST 6.02 FEET;
THENCE NORTH 73010'43" WEST 139.18 FEET;
THENCE NORTH 11046'06" WEST 25.32 FEET;
THENCE NORTH 05042'38" WEST 20.76 FEET;
THENCE NORTH 04023'55" WEST 13.47 FEET;
THENCE NORTH 50011'40" WEST 8.07 FEET;
THENCE NORTH 83059'28" WEST 19.73 FEET;
THENCE NORTH 84057'27" WEST 35.25 FEET;
THENCE NORTH 83049'48" WEST 38.44 FEET;
THENCE NORTH 80044'23" WEST 96.27 FEET;
THENCE NORTH 79048'04" WEST 449.12 FEET;
THENCE NORTH 77049'57" WEST 284.20 FEET;
THENCE NORTH 83039'35" WEST 93.52 FEET;
THENCE NORTH 8ro39'46" WEST 101.30 FEET;
THENCE NORTH 84025'40" WEST 85.09 FEET;
THENCE NORTH 77028'16" WEST 95.22 FEET:
913Qf2004.. 127230 Ver. ot!- BSTOCKHA.M
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03786-OOO-llO(). . 0
4
WilstinMille,.
,..
New Directions In Planning, Design & Engineering
Agenda Item NO.7 A
January 11, 2011
Page 90 of 139
-..0.-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST. AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA
EXHIBIT "A. - D.R.I. LANDS (CONTINUED):
THENCE NORTH 77023'45" WEST 170.38 FEET;
THENCE NORTH 75"57'50" WEST 76.65 FEET;
THENCE NORTH 69026'38" WEST 35.30 FEET;
THENCE NORTH 69046'31" WEST 41.82 FEET;
THENCE NORTH 48048'50" WEST 43.91'FEET;
THENCE NORTH 46014'43" WEST 134.40 FEET;
THENCE NORTH 43058'24" WEST 611.34 FEET;
THENCE NORTH 45000'00" WEST 338.85 FEET;
THENCE NORTH 44"41'45" WEST 412.62 FEET;
THENCE NORTH 43"26'06" WEST 267.38 FEET;
THENCE NORTH 46027'29" WEST 200.89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET;
THENCE NORTH 81052'12" EAST 18.83 FEET;
THENCE NORTH 03"20'45" EAST 73.83 FEET;
THENCE SOUTH 85"25'42" WEST 6.48 FEET;
THENCE NORTH 90000'00. WEST 10.84 FEET:
THENCE SOUTH 70"27'48" WEST 16.99 FEET;
THENCE SOUTH 56"18'36" WEST 14.89 FEET;
THENCE SOUTH 75057'49" WEST 17.03 FEET;
THENCE SOUTH 87"16'25" WEST 10.86 FEET;
THENCE NORTH 59"20'58" WEST 16.21 FEET;
THENCE NORTH 35032'16" WEST 17.77 FEET;
THENCE NORTH 26"33'54" WEST 17.32 FEET;
THENCE NORTH 16011'21"WEST 16.67 FEET;
THENCE NORTH 01052'04"WEST 47.53 FEET;
THENCE NORTH 00"05'16" WEST 336.69 FEET;
THE~~CE l'JORTH 00D29'38" \^/EST 299.52 FEET;
THENCE NORTH 00"56'29" WEST 220.01 FEET;
THENCE NORTH 00"52'19" EAST 237.57 FEET;
THENCE NORTH 00"46'52" WEST 113.62 FEET;
THENCE NORTH 00000'00. EAST 13.43 FEET:
THENCE NORTH 14"02'10" EAST 8.52 FEET;
THENCE NORTH 45.00'00" EAST 5.84 FEET:
THENCE NORTH 71033'54" EAST 9.80 FEET;
THENCE NORTH 82"24'19" EAST 15.63 FEET;
THENCE SOUTH 89012'02" EAST 222.07 FEET;
THENCE SOUTH 86"36'31" EAST 69.83 FEET;
THENCE SOUTH 82.38'52" EAST 32.28 FEET;
THENCE SOUTH 70.49'16" EAST 25.15 FEET;
THENCE SOUTH 60.38'32" EAST 18.96 FEET:
THENCE SOUTH 62"44'41" EAST 38.34 FEET;
THENCE SOUTH 73008'30" EAST 35.61 FEET;
THENCE SOUTH 87"42'34" EAST 25.84 FEET;
THENCE NORTH 86"18'31" EAST 32.08 FEET;
THENCE NORTH 74058'54" EAST 43.84 FEET;
THENCE NORTH 66"16'18" EAST 51.33 FEET;
THENCE NORTH 56.01'~5" EAST 57.29 FEET;
THENCE NORTH 52034'43" EAST 171.66 FEET:
THENCE NORTH 43053'54" EAST 75.96 FEET;
THENCE NORTH 36037'17" EAST 47.61 FEET:
THENCE NORTH 35048'12" EAST 77.68 FEET;
THENCE NORTH 30021'29" EAST 83.78 FEET;
THENCE NORTH 22.37'12" EAST 67.13 FEET;
THENCE NORTH 13036'02" EAST 32.94 FEET;
THENCE NORTH 14028'13" EAST 66.13 FEET;
THENCE NORTH 10057'15" EAST 65.22 FEET;
';"'30f2004.. 127230 Ver: 01'. l3srCCl'\.!--.H..1
"""'"
03706-<JOO.OOO. . 0
'\
WilsonMiller.
"
New Directions In Planning, Design & Engineering
Agenda Item No.7 A
January 11, 2011
Page 91 of 139
....::-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9,16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "AD - D.R.!. LANDS (CONTINUE!)):
THENCE NORTH 11018'36" EAST 21.06 FEET;
THENCE NORTH 16041'58" EAST 10.78 FEET;
THENCE NORTH 45000'00" EAST 10.22 FEET;
THENCE NORTH 58"23'33" EAST 15.76 FEET;
THENCE NORTH 64039'14" EAST 21.71 FEET;
THENCE NORTH 67047'47" EAST 163.98 FEET;
THENCE NORTH 64059'39" EAST 161.25 FEET;
THENCE NORTH 66022'14" EAST 18.04 FEET;
THENCE NORTH 72053'50" EAST 28.10 FEET;
THENCE NORTH 90000'00" EAST 14.46 FEET;
THENCE NORTH 88018'55" EAST 35.13 FEET;
THENCE SOUTH 88036'10" EAST 42.36 FEET;
THENCE NORTH 90"00'00" EAST 28.92 FEET;
THENCE SOUTH 82045'47" EAST 16.40 FEET;
THENCE SOUTH 61055'39" EAST 17.73 FEET;
THENCE NORTH 69"34'35" EAST 118.02 FEET;
THENCE NORTH 81056'55" EAST 17.06 FEET;
THENCE NORTH 86"43'15" EAST 124.39 FEET;
THENCE NORTH 13046'19" WEST 328.58 FEET;
THENCE NORTH 70048'07" EAST 76.21 FEET;
THENCE NORTH 54"29'06" EAST 37.97 FEET;
THENCE NORTH 21053'45" WEST 54.48 FEET;
THENCE NORTH 70047'14" EAST 77.55 FEET;
THENCE NORTH 71002'31" EAST 35.61 FEET;
THENCE NORTH 72"16'21" EAST 131.70 FEET;
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73013'18" EAST 106.86 FEET;
THENCE NORTH 71011'17" EAST 74.14 FEET;
THENCE NORTH 68"33'08" EAST 30.93 FEET;
THENCE NORTH 71 "33'54" EAST 17.88 FEET;
THENCE NORTH 81"15'14" EAST 13.52 FEET;
THENCE SOUTH 83005'20" EAST 17.09 FEET:
THENCE SOUTH 47043'35" EAST 15.29 FEET:
THENCE SOUTH 37020'58" EAST 24.58 FEET;
THENCE SOUTH 16038'20" EAST 46.68 FEET;
THENCE SOUTH 24010'17" EAST 35.78 FEET:
THENCE SOUTH 21052'45" EAST 70.36 FEET:
THENCE SOUTH 34"33'45" EAST 28.09 FEET;
THENCE SOUTH 47026'12" EAST 34.20 FEET;
THENCE SOUTH 52025'53" EAST 8.43 FEET;
THENCE SOUTH 71"33'54" EAST 9.75 FEET;
THENCE SOUTH 85"01'49" EAST 11.87 FEET;
THENCE SOUTH 87008'15" EAST 20.59 FEET;
THENCE SOUTH 88"25'50" EAST 37.54 FEET:
THENCE NORTH 87033'48" EAST 48.37 FEET;
THENCE SOUTH 89"35'00" EAST 141.38 FEET:
THENCE NORTH 89006'34" EAST 99.23 FEET;
THENCE NORTH 84"31'51" EAST 48.55 FEET;
THENCE NORTH 82"20'00" EAST 26.97 FEET;
THENCE NORTH 79"46'40" EAST 31.87 FEET;
THENCE NORTH 76027'51" EAST 28.56 FEET;
THENCE NORTH 70"23'45" EAST 39.84 FEET;
THENCE NORTH 70"48'11" EAST 134.46 FEET;
THENCE NORTH 70037'19" EAST 79.02 FEET;
THENCE NORTH 66032'28" EAST 29.70 FEET;
THENCE NORTH 57"49'44" EAST 37.66 FEET;
913Q12Q04.. t27:30 Ver. 01!- eSTOCKHAM
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WilsOnMiller.
"
New Directions In Planning, Design & Engineering
Agenda Item NO.7 A
January 11, 2011
Page 92 of 139
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.1. LANDS (CONTINUED):
THENCE NORTH 53021'57" EAST 74.96 FEET;
THENCE NORTH 54024'59" EAST 148.87 FEET;
THENCE NORTH S0050'35" EAST 203.54 FEET;
THENCE NORTH 48043'53" EAST 33.S2.FEET;
THENCE NORTH 32023'52" EAST 31.67 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 06025'03" WEST 314.18 FEET; ,
THENCE NORTH 41037'27" WEST 133.18 FEET; _ .
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING
A RADIUS OF 573.36 FEET THROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY
A CHORD WHICH BEARS NORTH S0050'52" WEST 183.80 FEET;
THENCE NORTH 60004'16" WEST 149.32 FEET;
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84041'37" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH 17"43'30" WEST 40.41 FEET;
THENCE NORTH 24037'19" EAST 671.69 FEET;
THENCE NORTH 23058'37" EAST 211.35 FEET;
THENCE NORTH 27045'05" EAST 100.63 FEET;
THENCE NORTH 34051'48" EAST 129.90 FEET;
THENCE NORTH 36014'23" EAST 119.58 FEET;
THENCE NORTH 39015'14" EAST 61.92 FEET;
THENCE NORTH 30037'48" EAST 96.80 FEET;
THENCE NORTH 31009'42" EAST 136.09 FEET;
THENCE NORTH 31057'25" EAST 103.02 FEET;
THENCE NORTH 32039'03" EAST 134.08 FEET;
THENCE NORTH 28"32'24" EAST 53.34 FEET;
THENCE NORTH 31015'49" EAST 35.90 FEET;
THENCE NORTH 36052'12" EAST 24.66 FEET;
THENCE NORTH 53049'13" EAST 22.74 FEET;
THENCE NORTH 59030'01" EAST 46.43 FEET;
THENCE NORTH 58016'35" EAST 70.87 FEET;
THENCE NORTH 46049'06" EAST 48.85 FEET;
THENCE NORTH 34"36'20" EAST 66.58 FEET;
THENCE NORTH 36023'58" EAST 266.89 FEET;
THENCE NORTH 3S028'OO" EAST 51.47 FEET;
THENCE NORTH 24013'40" EAST 48.08 FEET;
THENCE NORTH 20029'50" EAST 62.60 FEET;
THENCE NORTH 17032'36" EAST 44.54 FEET;
THENCE NORTH 11002'07" EAST 134.56 FEET;
THENCE NORTH 09020'41" EAST 65.81 FEET;
THENCE NORTH 08049'13" EAST 32.16 FEET;
THENCE NORTH 02007'16" WEST 14.81 FEET:
THENCE NORTH 19058'59" WEST 12.83 FEET;
THENCE NORTH 29055'S3" WEST 20.87 FEET;
THENCE NORTH 45"00'00" WEST 56.96 FEET;
THENCE NORTH 48051'56" WEST 57.48 FEET;
THENCE NORTH 42038'48" WEST 28.31 FEET;
THENCE NORTH 38047'48" WEST 35.86 FEET:
THENCE NORTH 43"25'04" WEST 39.03 FEET'
THENCE NORTH 36022'11" EAST 30.93 FEET;'
THENCE NORTH 23054'19" EAST 139.67 FEET-
THENCE SOUTH 66"53'26" EAST 241.46 FEET:
THENCE SOUTH 64045'28" EAST 263.29 FEET:
THENCE SOUTH 71018'47" EAST 57.07 FEET: '
THENCE SOUTH 85"07'33" EAST 50.51 FEET;
a.'3Of2OO.4,.. 127230 Ver ,,:~. BSTC.:~HA.M
""'-'
:J37B5-000-0C"~. _ 0
i
Wi/soaMi//er.
.,.
New Directions In Planning, Design & Engineering
Agenda Item NO.7 A
January 11, 2011
Page 93 of 139
........
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TDWNSHIP 47 SOUTH; RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA
EXHIBIT "AM - DRI. LANDS (CONTINUEE>):
=-
THENCE NORTH 81005'07" EAST 75.18 FEET;
THENCE NORTH 81043'21" EAST 63.88 FEET;
THENCE NORTH 84057'08" EAST 36.24 FEET;
THENCE SOUTH 86025'39" EAST 63.61 FEET;
THENCE SOUTH 81031'21" EAST 262.28 FEET;
THENCE SOUTH 88008'03" EAST 273.99 FEET;
THENCE NORTH 80058'13" EAST 327.79 FEET;
THENCE NORTH 67050'56" EAST 252.22 FEET;
THENCE NORTH 81002'01" EAST 819.65 FEET;
THENCE NORTH 81042'41" EAST 310.84 FEET;
THENCE SOUTH 65034'43" EAST 80.72 FEET;
THENCE NORTH 89059'47" EAST 219.16 FEET;
THENCE NORTH 82042'28" EAST 41.19 FEET;
THENCE NORTH 58002'38" EAST 138.72 FEET;
THENCE NORTH 41009'18" EAST 91.38 FEET;
THENCE NORTH 7305736" EAST 83.05 FEET;
THENCE NORTH 84051'58" EAST 305.34 FEET;
THENCE NORTH 86038'43" EAST 343.90 FEET;
THENCE NORTH 87028'42" EAST 503.72 FEET;
THENCE NORTH 88046'01" EAST 328.07 FEET;
THENCE NORTH 37030'20" EAST 357.69 FEET;
THENCE NORTH 15032'08" EAST 149.51 FEET;
THENCE NORTH 86055'36" EAST 261.44 FEET;
THENCE NORTH 72053'31" EAST 576.59 FEET;
THENCE NORTH 50045'14" EAST 202.55 FEET;
THENCE NORTH 87014'14" EAST 314.60 FEET;
T'rlENCE SOUTH 76038'32" EAST 143.08 FEET;
THENCE NORTH 89049'43" EAST 1,054.71 FEET;
THENCE SOUTH 75020'32" EAST 42.85 FEET;
THENCE SOUTH 41043'41" EAST 38.04 FEET;
THENCE SOUTH 59044'48" EAST 101.86 FEET;
THENCE SOUTH 82056'38" EAST 71.89 FEET;
THENCE NORTH 76031'27" EAST 6S.87 FEET:
THENCE NORTH 60032'45" EAST 175.39 FEET;
THENCE NORTH 7s018'10" EAST 41.23 FEET;
THENCE NORTH 89028'30" EAST 480.22 FEET;
THENCE NORTH 82052'57" EAST 82.50 FEET;
THENCE NORTH 59026'48" EAST 47.53 FEET;
THENCE NORTH 77036'27" EAST 12.36 FEET;
THENCE SOUTH 70055'29" EAST 16,45 FEET;
THENCE SOUTH 47"41'12" EAST 748.88 FEET;
THENCE SOUTH 34006'49" EAST 46.63 FEET;
THENCE SOUTH 14016'24" EAST 615.15 FEET;
THENCE NORTH 85059'44" EAST 160.53 FEET;
THENCE NORTH 47006'44" EAST 110.60 FEET;
THENCE NORTH 29011'18" EAST 460.96 FEET;
THENCE NORTH 13056'57" EAST 209.85 FEET;
THENCE NORTH 76019'41" EAST 160.84 FEET;
THENCE NORTH 61043'54" EAST 107.89 FEET;
THENCE NORTH 1S058'36" EAST 69.73 FEET;
THENCE NORTH 01036'49" WEST 341.03 FEET;
THENCE NORTH 89006'53" EAST 584.42 FEET TO A POINT ON THE WEST RtGHT-OF-WAY LINE OF
CAMP KEIAS ROAD (80 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00014'32" EAST 45.99 FEET;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE SOUTH 05051'27" WEST 224.83 FEET;
9I3G'2OC)4.. 127230 Ver. 011- BSTOCKHAM
c-.
037B~.O
8
WilsonMiller.
"
New Directions In Planning. Design & Engineering
Agenda Item No. 7 A
January 11, 2011
Page 94 of 139
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33..TOWNSHIP 47 SOlJtH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.I. LANDS (CONTINUI:D):
:-
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE 95.78 FEET ALONG THE ARC OF A
NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3,798.14 FEET
THROUGH A CENTRAL ANGLE OF 01026'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 05004'45" WEST 95.78 FEET; .
THENCE LEAVING SAID RIGHT-OF-WAY LINE SOUTH 26031'54" WEST 759.71 FEET TO A POINT ON
A LINE LYING 330 FEET WEST OF AND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID
CAMP KEIAS ROAD;
THENCE ALONG SAID LINE SOUTH 00014'33" EAST 1,537.82 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 00022'10" EAST 2,347.87 FEET;
THENCE LEAVING SAID LINE NORTH 89029'01" EAST 330.00 FEET TO A POINT ON THE WEST
RIGHT-OF-WAY LINE OF SAID CAMP KEJAS ROAD (80 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00022'10" EAST 200.00 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE SOUTH 89029'01" WEST 330.00 FEET TO A POINT ON
A LINE LYING 330 FEET WEST OF AND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID
CAMP KEIAS ROAD;
THENCE ALONG SAID LINE FOR THE FOLLOWING 9 COURSES:
1. SOUTH 00022'10" EAST 62.31 FEET;
2, SOUTH 00030'10" EAST 2,674.23 FEET;
3. SOUTH 00035'31" EAST 2,684.53 FEET;
4. SOUTH 00038'11" EAST 2,610.24 FEET;
5. SOUTH 00030'34" EAST 199.67 FEET;
6. 227.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
3,032.95 FEET THROUGH CENTRAL ANGLE OF 04018'04" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02039'36" EAST 227.63 FEET:
7. SOUTH 04048'38" EAST 400.93 FEET;
8. SOUTH 05008'04" EAST 83.53 FEET;
9. SOUTH 00029'16" EAST 1672.20 FEET;
THENCE LEAVING SAID LINE SOUTH 89"04'49" WEST 604.79 FEET;
THt:NCE NORTH 47003'54" WEST 98.67 FEET;
THENCE SOUTH 52055'08" WEST 87.29 FEET:
THENCE SOUTH 06039'26" WEST 102.55 FEET:
THENCE SOUTH 71"24'17" WEST 367.36 FEET;
THENCE NORTH 19"54'41" WEST 104.73 FEET;
THENCE NORTH 43"05'38" WEST 251.09 FEET;
THENCE NORTH 11004'29" EAST 79.58 FEET;
THENCE NORTH 05051'31" WEST 66.56 FEET;
THENCE NORTH 48052'26" WEST 332.24 FEET;
THENCE NORTH 74056'35" WEST 80.29 FEET;
THENCE SOUTH 74058'06" WEST 235.65 FEET:
THENCE SOUTH 51040'42" WEST 93.09 FEET;
THENCE SOUTH 21053'05" WEST 241.50 FEET;
THENCE SOUTH 77021'09" WEST 341.17 FEET;
THENCE SOUTH 60"48'05" WEST 79.49 FEET;
THENCE NORTH 88"09'54" WEST 265.68 FEET:
THENCE SOUTH 89"36'53" WEST 1,997.38 FEET;
THENCE 77.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
WEST HA VJNG A RADIUS OF 739.73 FEET THROUGH A CENTRAL ANGLE OF 06"00'22" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 02053'58" EAST 77.51 FEET;
THENCE SOUTH 00038'28" EAST 84.34 FEET;
THENCE NORTH 90000'00. WEST 71.80 FEET;
THENCE SOUTH 00038'46" EAST 3,444.22 FEET;
THENCE 224.04 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR 'CURVE CONCAVE
WEST HAVING A RADIUS OF 2,721.25 FEET THROUGH A CENTRAL ANGLE OF 04"43'02" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 01044'02" WEST 223.98 FEET;
THENCE SOUTH 04005'59" WEST 217.57 FEET:
913012004.127230 Vcr: Cll_ ES7OC:-,!-':"'.1
.::........3
,jJ7B6-~. 0
9
WilsOnMiller.
,.
New Directions In Planning, Design & Engineering
Agenda Item NO.7 A
January 11, 2011
Page 95 of 139
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.I. LANDS (CONTINUED):
THENCE 153.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 2,277.17 FEET THROUGH A CENTRAL ANGLE OF 03051'35" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 02010'28" WEST 153.37 FEET;
THENCE SOUTH 06034'56" EAST 1,190.32 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE
OF SAID OIL WELL ROAD (100 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 8s054'34" WEST 256.S1 FEET TO THE POINT
OF BEGINNING.
CONTAINING 4,9 ACRES, MORE OR LESS.
SUBJECT SEM NTS AND RESTRICTIONS OF RECORD.
BEAR G S D ON THE SOUTH LINE OF SAID SECTION 16 BEING SOUTHSs054'34"
WE .
BY
. .M. LS#5627
CERTIFICATE OF AUTHORIZATION #LB-43
REF: 4H-125, SHEETS 1-5
DATE: AUGUST 29, 2003
REVISIONS: 1. OCTOBER 16. 2003
2. MARCH 3, 2004
3. SEPTEMBER 30, 2004
=-
913012()()4.. 127230 Ver. 011- BSTOCkHAM
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03186-o00.ooo. _ 0
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D Agenfiem No. 7A
- Ja u ry 11, 2011
.. a e 96 of 139
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Agenda Item NO.7 A
January 11, 2011
Page 97 of 139
DEVELOPER CONTRIBUTION AGREEMENT
AVE MARIA
THIS DEVELOPER CONTRIBUTION AGREEMENT ("Agreement") is. 'made and
entered into this day of April, 2005, by and between AVE MARIA DEVELOPMENT,
LLLP, a limited liability Florida Limited Partnership, formerly known as New' Town
Development, LLLP ("Developer") whose address is 2600 Golden Gate Parkway, Naples,
Florida 34105, and TIlE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,
FLORIDA, AS THE GOVERNlNG BODY OF COLLIER COUNTY, ("County". All
capitalized terms not defined herein shall have the same meaning as set forth ill the Collier.
County Consolidated Impact Fee Ordinance, Ordinance No. 2001-13, as amended.
R E C I TAL S:
WHEREAS, the Ave ~a Stewardship Community District ("District'') was created and
established on April 23, 2004, by Act passed by the House of Representatives House Bill 1625"
effective June 17,2004; and .
WHEREAS, within the boundaries of the District, Barron Collier Company has made
available approximately 905 acres to the Ave Maria University, Inc. for the institution and
operation of a private university known as Ave Maria University with a full slate of
undergraduate, graduate, and professional programs with related cultural, recreational, and other
activities, benefits and programs for providing teaching, research, and public services to
southwest Florida, the State of Florida, and the Nation; and
WHEREAS, as set forth in the February 2005 Recommendations of the Southwest
Florida Regional Planning Council Development of Regional Impact Assessment for the "Town
of Ave Maria," DR! #07-0304-167, there is to be created the 4,995-acre Town of Ave Maria, to
be located just north of Oil Well Road and adjacent to Camp Keais, which proposed Town at.
buildout will include 11,000 residential units which will house an estimated 24,200 residents,
690,000 gross square feet of retail/service, 510,000 square feet of office, 400 hotel rooms, a.
6,000-student university, 450 units of assisted living facilities, 148,500 square feet of civic,
community and miscellaneous facilities, 35,000 square feet of medical facilities, a public K-8
school and a K-12 private school, with a proposed buildout to be completed in two 5-year phases
with construction anticipated to commence in 2006, and continue through 2016; and
WHEREAS, for this development to proceed, substantial road improvements are
required, including the urban four laning of Oil Well Road, with provision for future six laning,
between Immokalee Road and Camp Keais Road (the "Project"); and
WHEREAS, to accelerate these improvements and to facilitate the future four laning of
Camp Keais Road to Immokalee Road, and Immokalee Road north of Camp Keais into the urban
area of Immokalee, Developer has agreed: (1) to donate certain right-of-way and other
consideration; (2) to fund the cost of designing and permitting the section of Oil Well Road from
Immokalee Road to Camp Keais Road in exchange for impact fee credits; and (3) tp provide fill
to the County at its cost, all of which will be of significant benefit to the County's transportation
network; and
Page 1 of8
Exhibit "0"
Agenda Item NO.7 A
January 11, 2011
Page 98 of 139
WHEREAS, in addition to the donation of right-of-way and impact fee credits resulting
from the advancement of design and construction of an Oil Well Road segment, the developer
will be paying in excess of Sixty Million ($60,000,000) dollars in road impact fees to pay for the
construction of the additional capacity being provided by the widening of Oil Well Road and
other roadways within the area; and
WHEREAS, the Town of Ave Maria will be the first implementation of the Rural Lands
Stewardship Area (RLSA) program, a program which implements the provisions of Chapter 163-
3177(11)(d) Florida Statutes (2004); the RLSA program being an innovative and ince~tive based
program for planning, protection of natural resources, and development in the rural area of
Collier County, and
WHEREAS, the "RLSA" program has significant public benefits for Collier County and
the ImmokaIee area; and .
WHEREAS, the Immokalee area and its economic development will greatly benefit from
the proposed road improvements to Oil Well Road, Camp Keais Road, and Immokalee Road
contemplated hereby; .
WHEREAS, the Transportation Administrator has recommended to the Board of County
Commissioners that the plan for donation as set forth In this Agreement ("Proposed Plan") is In
conformity with contemplated improvements and additions to the County's transportation.
network and that it will be advantageous to the public for Developer to donate and contribute the
right-of-way described herein; and
"WHEREAS, after reasoned consideration by the Board of COmmissioners, the Board has
authorized the County Attorney to prepare this Agreement upon the Board finding that:
a The subject Proposed Plan is in confonnity 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;
c. The Proposed Plan is consistent with both the public interest and with the
County's existing Comprehensive Plan;
d. Except for the right-of-way donation for which impact fee credits are waived, the
proposed time schedule for completion of the Proposed Plan is consistent with the
most recently adopted five-year capital improvement program for the County's
transportation system and park system; and
WHEREAS, Developer has paid the Two Thousand Five Hundred Dollars ($2,500.00)
application fee for this Agreement:
Page 2 of8
Agenda Item NO.7 A
January 11, 2011
Page 99 of 139'
w r TN E SSE T H:
NOW, THEREFORE, in consideration of Ten Dollars ($10.00) and other good and
valuable consideration exchanged amongst the parties, and in consideration of the COvenants
contained above and herein, and the fact that all of the above recitals are tJue and correct and
shall be fully incorporated herein and fonn part of the basis for this Agreement, the parties agree
as follows:
1. Within 90 days from the effective date of this Agreemem, Developer will convey
the right-of-way legally described and grnphically depicted in Composite Exhibit "A" ("Donated
Land") to the CoWlty for the widening of the road segments. This conveyance sha1J be at no cost
to the County. The Donated Land will be sufficient to provide a two hundred (200') foot wide
corridor for said road segInents and will allow reconfiguration of the intersection of the Camp
Keais and Immokalee Roads. Developer sba1J convey the Donated Land to the County in fee
simple, free and clear of all liens and encumbrances, by slatutory WlIII8nty deed, the fonn of
whicb is attached hereto as Exhibit ''B". The County will be responsihle for paying the costs of
any title work and searches, and Developer sba1J be responsible at all costs for promptly.
removing or curing any liens, encumbrances or deficiencies revealed 'in any title work.
Developer will promptly provide the Office of the County Attorney with an executed deed,
suitable for recording. Upon receipt, the County shall.record the d~ed in the Public Records of
the County. The Developer shall assume all costs associated with the recordation of. the deeds. .
Once Camp Keais Road between Immokalee Road and Oil Well Road has been improved and the
intersection of Camp Keais Road and Immokalee Road reconfigured in six lane configuration,
County agrees to abandon any existing right-of-way of the now existing O'lmp Keais Road and
Immob lee Road that will not be utilized in the reconfigured Camp Keais Road in the vicinity of
said intersection.
2. The Donated Land encompasses approximately 156 acres, (approximately 13
miles of road frontage) whose purpose includes creating a 200-foot right-of-way along Oil Well
Road, Camp Keais Road and Immokalee Road north of the intersection of Camp Keais Road into
the Immokalee urban area. Developer estimates the estimated current value .of the road segments
right-of-way donation at seven million, eight hundred thousand ($7,800,000) dollars. In addition
to the Donated Land, for the purpose of providing sufficient stormwater drainage for the portion
of the road segments adjoining the Donated Land, the Developer shall freely provide, at no cost.
to the County and without any impact fee credits, (1) at least 3 acres of suitable land per mile of
road, or (2) will accept such stormwater into existing Developer-owned or controlled stormwater '
systems, or (3) a proportionate combination of the above at Developer's option. It is estimated
that if the County had to mitigate stonnwa1er for said road adjacent to the Donated Land, it
would be required to acquire approximately 33 acres. Developer estimates the cost savings to the
COWlty of said stonnwater mitigatlon to be approximately $1,500,000. The Parties acknowledge
that the conveyance of the Donated Land is characterized as property rights acquired by a
highway or road agency for the improvement of a road within the boundaries of a public right of
way.
3. The Developer shall fully pay for the capital costs of traffic signals at any access
point from the Town of Ave Maria on Oil Well or Camp Keais Roads when deemed warranted
Page 3 of8
Agenda Item No. 7 A
January 11, 2011
Page 100 of 139
by the Collier County Transportation Department. The signals will be owned, operated and
maintained by Collier County.
4. The parties acknowledge that the land donation made pursuant to this Developer
Contribution Agreement is an integral part of and a necessary accommodation to the Collier
County tr~portation network.
5. The Developer has agreed not to receive impact fee credits from its donation of
the Donated Land, but is utilizing the donation, as well as the stormwater accommodation, the
Fill and Design and Permitting as a pipelining effort to mitigate the impacts of the Town of Ave'
Maria on the transportation network unpacted by the Town of Ave Maria, together with the other
commitments herein.
6. Prior to providing the executed deed, Developer will provide attorneys' opinions.
identifying the record owners of the Donated Land, setting forth the authority of the record owner
to enter into this Agreement, and identifying any lien holders having a lien or encumbrance on
the Donated Land. The opinion will specifically describe each of the recorded instruments under
which the record owner holds title, each lien or encumbrance, and cite appropriate recording
information and incorporate by reference a copy of all such referenced instruments. The
attorneys' opinions will also set forth the legal authority of Paul Marinelli to execute this
Agreement on behalf of the Developer.
7. Developer has agreed to provide, at its cost to the County, without any iInpact fees
credits, sufficient fill for the Project and for the future urban design four laning of Camp Keais
Road vv'it~ provision for six laning, from Oil Well Road to Immokalee Road, then north on
ImmokaIee Road to the existing four lane section in the ImmokaIee urban area, upon the
follOwing terms and conditions. Developer has identified a site adjacent to Oil Well Road that
would be an appropriate site from which to obtain the necessary fill fur the Project; the site being
described and depicted in Composite Exhibit "C". Developer will file a conditional use .
application for earth mining on the site. Once the conditional nse application is granted,
Developer will provide fill on the site for reimbursement of its cost. Cost shall include the costs
of obtaining conditional use approval, permitting, mining, stockpiling and loading of the fill
material. Fill for the improvements to Camp Keais Road will be provided from an expansion of
the site identified in Composite Exhibit "C" or from another location fairly proximate to Camp
Keais Road, subject to conditional use approval for either alternative. Developer estimates the
cost savings to the County from this provision is approximately $11 million. TIlls commitment
shall expire if the Town of Ave Maria achieves buildout prior to the expansion of Camp Keais
Road.
8. In order to accelerate the Project, Developer has agreed to pay for the cost of
design and Permitting for the Project, which is estimated to be six million ($6,000,000) dollars,
which amounts shall be eligible for transPOrtation impact fees as set forth below. Any mitigation
shall be part of the construction contract and not part of design and pennftting. Developer will
provide County with a set of Design Plans which must meet the County's standard requirements
for design plans. County will be provided with 3 0/60/90/100% plans for review, and shall have
the right to require public meetings for the 30/60/90% plans. All plans are subject to approval by
Page 4 of 8
'1'1:;"
Agenda .Item No. 7 A
January 11, 2011
Page 101 of 139
the County, which approval shall not be unreasonably withheld or delayed. Upon receipt of the.
final Design Plans, County will competitively bid out the Project.
. 9. Once the County bas received finaJ Design Plans and all neeessary pennits
pursuant to paragraph 8 hereo~ County agrees to hid and award a conlIact to construct the Project
as soon as practicable, but within six (6) months, assuming no bid protest and absent force
majeur. The contract shall provide for the Project to be constructed in three phases as set forth.
below. The County commits that consiruction of the First and Second Phase will commence
within a commercially reasonably time after award of the contract.
(a) First Phase - ImmokaIee Road to Everglades Blvd, more or less
(b) Second Phase - Camp Keais Road to Camp Keais Strand, more or less
(c) Third Phase - completion of the Project
The Developer commits that its road impact fees through 2007 will equal $6,500,000.
After the payment of $6,500,000 of road impact fees, Developer may u1iIize impact fee credits
for 5Q<>/o of road impact fees due from that date until all credits are utilized. The County commits
to construct the Third Phase upon sufficient impact fees from the applicable Impact Fee Districts.
being available for said construction. All road impact fees from District 5 and wljoining linpact
Fee Districts shall be prioritized for the Project after the necessary funds to complete the existing .
Immokalee Road project. The County, In good :firith, commits to complete construction of the
Project by 2010, subject to its road impact fee structure rern.in;'1g substantially Intact, receipt of
sufficient road impact fees, and delays caused by matters typically considered to be forCe majeur..
10. The parties are hopeful of obtaining funds from the State of Florida to assist with
improvements to the Road Segments, whether In the form of grants or loans from the State
Infrastructure Bank. Developer agrees to assist County In developing grant and loan applications
and to use all reasonable efforts to obtain State funding. to assist in paying for improvements to
the Road Segments.
11. This Agreement shall not be construed or characterized as a development
agreement under the Florida Local Government Development Agreement Act.
12. The credit for the Road Impact Fees identified in this Agreement shall run with
the land identified in Exhibit "D" and shall be reduced by the entire amount of the Impact Fee for
that Public Facility due for each Building Pennit issued thereon until the Development project is
either completed or the credits are exhausted or are no longer available, or have been assigned by
operation of or pursuant to an assignment agreement with the County. The foregoing reduction
in the Impact Fee credit shall be calculated based on the amount of the Impact Fees for that .
Public Facility In effect at the time the Building Permit is applied for. The credit shall speeny
the .pecific type of Public Facility Impact Fee to which it shall apply (roads) and shall not apply
to any other type of Public Facility Impact Fee. 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.
Page 50f8
Agenda Item NO.7 A
January 11, 2011
Page 102 of 139
13. The amount of road impact fee credits to be granted under this Agreement is
approximately SIX :MILLION DOLLARs ($6,000,090). Attached hereto as Exhibit liE", in
recognition of the developer contribution herein, is a copy of the Impact Fee Ledg~r setting forth
the amount of Road Impact Fee Credits granted pursuant to this Agreement, which will be
adjusted based on fmal costs for design and pennitting.
14. Developer acknowledges that the failure of this Agreement to address any pennit,
condition, term or restriction shall not relieve either the applicant or owner, or their SUccessors or
assigns, of the necessity of complying with any law, ordinance, rule or regulation governing said
pennitting requirements, conditions, terms or restrictions.
15. The terms of this Agreement are intended, along with the payment of all
applicable impact fees, to meet the requirements of Section 9J 2.045, Florida Administrative'
Code, including fuIfilling the Developer's proportionate share obligation and providing full .
mitigation for the Town of Ave Maria impacts on the regional road network. Developer's
commitments herein include "Pipelining" the construction of a critical link in the County's road
network; and providing additional cost saving benefits to future road segments impacted by the
Town of Ave Maria
16. The pipelining option is an approved form of mitigation which provides for the
aggregation of a project's incremental impacts on a number of roadways, resulting in an
improvement on one (or more) of the impacted roadways. This concept allows for the provision
of roadway capacity, when it might not otherwise be provided. Through pipelining, a roadway
improvement is constructed, building the capacity needed to maintain concll..-rrency. In order to
facilitate the use of the pipeiining option thet in this case causes a major roadway improvement
to be constructed in advance of the Project's impacts, and in order to ensure a consistent road
impact fee revenue stream, the County is entering into an Interlocal Agreement with the Ave
Maria Stewardship Community District ("District'') whereby the County will reserve to the
District sufficient capacity on the County's road public facilities to complete the buildout of the
Town of Ave Maria.
1 7. 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 shaII be modified or revoked as is .
necessary to comply with such laws, in a manner which best reflects the intent of this Agreement.
18. Except as ot.~erWise provided herein, this Agreement shall only be amended or
cancelled by mutual written consent of the parties hereto or by their successors in interest.
19. 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. A copy of the recorded document will
be provided to Developer upon request.
20. In the event of a dispute under this Agreement, the parties shaII first use the
County's then CUlTent 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 60f8
~Tl{_VOCUMENT _ VIEW
Agenda l&gaJ~. C1f>J
January 11, 2011
Page 103 of 139
County to enfo~e the tcn:ns of this Agrecmen~ Baid remed)' being cumula.tive with B
other remedies available to the parties for the enforcement of this Agreement.
21. Any future reimbursement for exCeA ctedits shall come from futu~ l
the County of Road Impact Feel. However, no reimbursement shall be paid until such
development, as defmed by the Tranapol'tati(}n Adminimator at the location that waS'
the credit has been completed. Such reimbUl'Bement shall be made ever s. period of fiv
from the completion of the Development.
22. An annual review and audit of performanco under this Agreemen
performed by the County to determine whether or not there has been demonstrated
compliance with the tenns of this Agreement and to report the credit applied toward ~
road impact fees arid the balance of a.vailable unused credit If the Collier Count~
Commissioners finds. on the basis of substantial competent c.videnoc, that there has bCf
to comply with the terms of this Agreement, the Agreement may be revoked or 1
modified by the County.
23. This Agre~ment and the commitments herein shall become. effective
DRl Development Order, SRA designation for the Town of Ave Maria and Arm~
Engineers permit for the Town of Ave Marla beoome final and effective. If the To
Maria DRI or SRA do not beoome final. or the ACOE penni t for tho Town of Ave rv
received and become effective before December 31. 2005. this Agroem~t and all,
hereunder shall be null IUld void provided however. that Developer will retain the
$61000,000 in impact fee crcdits received in oxchange for the Design Plans and Permil
impact fe~ credits may be utilized immediately.
IN WITNESS WHEREOF. the parties hereto have ca.uscd this Agreement tc b
by their a-ppropriate offioials, as of the date first above written.
Attest: . ,
DWIGHT ~;:IBit.a-&'1 Clerk
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BOARD OF COUNTY COMMISSIONE
COLLIER COUNTY, FLORIDA,
By: ~W. ~
FRED W. COYLE, Chairm
A VB MARIA DEVELOPMENT, ULP~
limited lia.bility limited pBrtnership
/1. ~JJ- 0J4
Print Name: ~.~~ ~~ ,L
BY:~OIl ,
By: ,." .~~
Paul Marinelli
http://www.clerk..colJjer_flll~/WHRT ThTV 1T\r\,,..'T;~n. ___t")T"\_ _n___ _ ,T~ .. __... _ '" _ .... _
STR_DOCUMENT VIEW
Agenda 1P4m",~.~
January 11, 2011
Page 104 of 139
STATB OF FLORIDA
COUNTY OF COLLIER
The foregoing iIistrument was acknowledged before me thisJd
mAY t 2005. by Paul Marinelli, as 1=R.s..~) ~r.of )
Development, LLLP, He is [~etElonal}:y known to met or ( ] has producod driver's
as identification. ^. . _ I
Ml!:W'P\I!U~S'W'!OFl'LCIIIlA ~OLJ:,. ~-
~ Trahl A. Aker. NOTARY pT llU...U:.
(SEAL) Co121m.lssIDa 'DD892198 N ....il'mSHA A. AKERS
IxpS"" PEl. 10, 2OQ9 ame:
eo 1'hruAda:tiIlJoDdfnaeo..1M. (Type or Print)
My Commission Expires~ FQ3. lO. '2.C:O
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, ujs'(ant County Attorney
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Agenda Item No. 7 A
~ary 11, 2011
Agen @l'J'l ~o~ 6l3l3
pri126,2005
Page 6 of 46
INTERLOCAL AGREEMENT
RESERVATION OF SliFFICIENT ROAD PUBLIC FACD..ITIES
THIS INTERLOCAL AGREEMENT ("Agreement") is made and entered into this _
day of April, 2005, by and between TIIE BOARD OF SUPERVISORS OF THE A VB MARIA
S1EW ARDSHlP COMMUNITY DISTRICT, hereinafter referred to as ''District,'' an
independent special district created by and established by and in Chapter 2004-461. Laws of
Florida (2004), and THE BOARD OF COUNTY COMMISSIONERS OF COlLIER COUNTY,
FLORIDA, AS THE GOVERNlNG BODY OF COLLIER COUNTY, hereinafter referred to as
"County." All capitalized terms not defined herein shall have the same meaning as set forth in
the Collier County Land Development Code as of the' date hereof and Chapter 2004-461, Laws
of Florida (2004).
R E CrT A L S:
WHEREAS, the Ave Maria Stewardship Community District ("District") was created
and established on April 23, 2004, by Act passed by the Florida Legislature, Chapter 2004-461,
Laws of Florida (2004); and
WHEREAS, within the boundaries of the District, Barron Collier Partnership, LLLP has
made available approximately 905 acres to the Ave Maria University, Inc., for the institution and
operation of a private university known as Ave Maria University with a full slate of
undergraduate, graduate, and professional programs with related cultural, recreational, and other .
activities, benefits and programs for providing teaching, research, and public services to
southwest Florida, the State of Florida, and the Nation; and
WHEREAS, as set forth in the February 2005 Recommendations of the Southwest
Florida Regional Planning Council Development of Regional Impact Assessment for the "Town
of Ave Maria," DR! #07-0304-167 and proposed DRI Development Order, there is to be created
the 4,995 acre Town of Ave Maria, to be located just north of Oil Well Road and adjacent to
Camp Keais, which proposed Town at buildout will include 11,000 residential units, 690tOOO
gross square feet of retail/service, 510,000 square feet of office, 400 hotel rooms, 6,OOO-student
university, 450 units of assisted living facilities, 148,500 square feet of civic, community and
miscellaneous facilities, 35,000 square feet of medical facilities, a public K-8 school and a K-12
private school, with a proposed buildout to be completed in two 5-year phases with construction
anticipated to commence in 2006, and continue through 2016; and
WHEREAS, for this development to be built out, substantial road improvements are
required, including four lane improvements to Oil Well Road between Immokalee Road and
Camp Keais Road (the "Project"); and
WHEREAS, to accelerate these improvements and to facilitate the future four laning of
Camp Keais Road to Immokalee Road, concurrent with the execution of this Agreement, the
County has entered into a Developer Agreement with Ave Maria Development, LLLP (the
"Developer"), wherein the Developer has agreed: (1) to donate an estimated $7,800,000 in
certain right-of-way and provide for stonn water management adjacent to ,said right of way
Exhibit "E"
Agenda Item No. 7 A
January 11, 2011
Age11d9QlteltJG)~ot 1GB
April 26, 2005
Page 7 of 46
donation and other substantial consideration; and (2) to design and pennit the four laning of a
section of Oil Well Road from Immokalee Road to Camp Keais Road for impact fee credits; all
of which will be of significant benefit" to the County's Transportation network; and
WHEREAS, in addition, the donation of right-of-way and impact fee credits resulting
from the advancement of design and construction of an Oil Well Road segment, the developer
will be paying in excess of $60 m,iIlion dollars in road impact fees to pay for the construction of
the additional capacity being provided by the widening of Oil Well Road and other roadways
within the area; and
WHEREAS, the Developer and County would not be accelerating the widening of Oil
Well Road, and Developer would not be providing the County with substantial free right-oi-way
and other valuable considerations, but for the fact that Developer is building a new University
and University Town in eastern Collier County, which University will greatly enhance the
economic and cultural life of the citizens of Collier County; and
WHEREAS, the Town of Ave Maria wiIl be the first implementation of the Rural Lands
Stewardship Area (RLSA) program, a program which implements the provisions of Chapter 163-
3177(1l)(d) Florida Statutes (2004); the RLSA program being an innovative and incentive based
program for planning, protection of natural resources, and development in the rural area of
Collier County; and
WHEREAS;- the "RLSA" program- has significant public benefits for Collier County and'
the ImmokrtIee area; and
WHEREAS, the Irnmokalee area and its economic development will greatly benefit from
the proposed road improvements to Oil Well Road and Camp Keais Road; and
WHEREAS, given that the estimated buildout of the-Town of Ave Maria may exceed ten
years. there is a substantial concern by all parties that other property owners will take advantage
of the improvements to Oil Well Road and that their developments will utilize all available road
capacity to meet their concurrency needs prior to the completion of the buildout of the Town of
Ave Maria; and
WHEREAS. the parties agree that:
(a) Collier County, by virtue of Section 1(t), Article VITI of the Florida Constitution,
Chapter 125, Fla. Stat.. and Section 163.01, Fla. Stat., is a public agency with the power to
reserve to the District by interlocal agreement sufficient capacity on Collier County's road public
facilities to complete the buildout of the Town of Ave Maria;
(b) The District, pursuant to Ch. 2004-461, Laws of Florida, has the expressed
authority and duty to detennine whether the exercise of any of its general and special powers in
carrying out its single limited and specialized purpose (provision of infrastructure to the Ave
Maria Community) would interfere with reservations of sufficient road public facilities by the
2
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Agenda Item No. 7 A
Agerr~1f~~fo~
Page 8 of 46
County and has the duty to dete~ne that any: of. the District's activities would not be
inconsistent therewith;
(c) Both the County and the District ~ public agencies which have certain rights,
powers, privileges and authority, shared in common, which each exercises and may exercise
I
separately; ;
(d) Each has the powers enumerated above which it can exercise separately that, by
interlocal agreement, the parties may exercise jOintl1; :
(e) Administration of this Agreement will be by the County Manager or his or her
designee as approved by the Board of County Commissioners of Collier County and by the
District Manager or his or her designee as approved by the Board of Supervisors of the District;
,
(f) The County and the District can use ;their respective powers held in common by
cooperating with each other on a basis of mutual advantage;
(g) That which induced the parties to bind themselves to this Agreement is their
reliance upon and authority under the Florida Inter~ocaI Cooperation Act of 1969, as amended,
section 163.01, FS, to make the most productive'" accountable, fair, responsive, timely and
efficient use of their respective powers, and other good and valuable consideration. The essence
of this Agreement is a simple and informal divisiori ef duties by which the District provides to
the County written assurance when requested by ~e County that any final local development-
order of the Developer is within the final approved DR! Development Order with specific
reference to the reservations by the County of sufficient road public facilities; and
WHEREAS, after careful consideration and duly held public hearings on this matter by
both the County and District, the County and District have found that:
(a) This Agreement furthers the public purpose of the District and the County, their
constituents, taxpayers;Uloca1 owners and residentS,' both present and future, and the Collier
County community as a whole; and
(b) The public will reap significant adv~ntages associated with and emanating from
this Agreement.
W ITNES S:ETH:
j..
NOW, THEREFORE, in consideration of iTen Dollars ($10.00) and other good and
valuable consideration exchanged amongst the p~es, and in consideration of the covenants
contained herein, the parties agree as follows: I ;
i ..-
1. All of the above RECITALS are true and correct and are hereby expressly
incorporated herein by reference as if set forth fully below.
3
Agenda Item NO.7 A
January 11, 2011
Agl:fiQ~etEl101l NxD.1 fro
April 26, 2005
Page 9 of 46
2. This Agreement is. ~ntered into pursuant to the provisions of Section 163.01,
Florida Statutes and Chapter 2004-4.61, Laws of Florida (2004).
3. The parties have entered into this Agreement in good faith and covenant to
cooperate with each other in order to fulfill the intent of this Agreement so as to better serve the
residents of Collier County.
4. The proposed plan of development for -the Town of Ave Maria at buildout is
attached as Exhibit "A." Upon the issuance of the final DR! Development Order, and any
amendment thereafter, Exhibit "A" will be modified to conform. The proposed phases and
anticipated timeIine for build-out of the Town are attached as Exhibit "B."
5. - -The County understands and agrees that.the..phases . and timelines set forth in
Exhibit "B" are merely an estima~ of absOlption based on current conditions, and from a
Development of Regional Impact perspective, the controlling time for buildout is the termination
date of the Town of Ave Maria DRI Development Order, in this instance June 30, 2020. Further,
County understands and agrees that permitting issues, mobilization difficulties, and lack of
momentum could delay substantial development during the early years, and that the timelines
and phasing schedules (phases and timelines in Exhibit B) are subject to market conditions and
economic cycles beyond control of District or Developer.
6. Until the termination date of the proposed Town of Ave Maria DR! Development
Order on June 30, 2020,. and provided that the University is constructeditrsubstantial conformity
with the proposed DR! Development Order, County will reserve to the District sufficient
capacity on Collier County's road public facilities to complete the buildout of the Town of i\,ve
Maria. It is understood thatthe Town of Ave Maria will be built -in phases. As each final local _
development order is issued for each-phase, a certificate of public facility adequacy will be
issued, and transportation impact fees paid, in the manner then set forth in the Collier County
Land Development Code, -and. the reservation of. such _ capacity to the District ofroacL.public, __
facilities will be reduced by a like amount. Each time a final local development order is sought
for a project within the District, County may request that the District provide the County with
written assurance that such final local development order- sought conforms' to. the Final
Development Order.
7. Following the seventh anniversary date of approval of the final DR! Development
Order, County shall conduct a review of peIformance under this Agreement to determine
whether or not there has been demonstrated good faith compliance with the terms of this
Agreement and .that the project is proceeding in a timely manner to buildout. If the Collier
County Board -.of Commissioners finds, after consultation with the District, on the basis of
substantial competent evidence, that there has been a failure to comply with the terms of this
Agreement, or that the construction of the Town of Ave Maria is not proceeding in a
substantially timely manner to buildout, the Agreement may be modified or terminated by
agreement of the parties. The term substantially timely manner, as used herein, shall mean that
development is proceeding in a manner that buildout of the amount of development authorized
by the DRI Development Order could rationally be expected on or before the termination date of
the DRI on June 3D, 2020. Upon termination of this Agreement, any unused capacity reserved
4
1 --~
Agenda Item No. 7 A
A J2.D1~1, 2011
gen~. CO(l~
pri , 2005
Page 10 of 46
for public facilities will be released, ~d made available for other development in the area, with
future development of the Town of Ave Maria on an equal footing with all other development as
to compliance with the County's concUrrency requirements. .
8. If the Collier County Board of Commissioners finds that good faith compIlance
with the terms of this Agreement has been demonstrated, and that the construction of the Town
of Ave Maria is proceeding in a substantially timely manner to buildout, then the County shall
continue to reserve the remaining unused capacity through buildout of the construction of the
Town of Ave Maria, to be utilized in the same manner as described in paragraph 7 .above.
9. This Agreement does not create or contain any vested rights for the District or the
Developer. This Agreement is personal to the District, and may not be assigned, either in whole
or in part. The District's sole obligation pursuant to this Agreement js to give County written
assurance when requested that any final local development order sought is within the final
approved DRI Development Order. .
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10. In the event state or federal laws are enacted after the execution of this
Agreement, which are applicable to and preclude in whole orin part the parties' compliance with
the tenns 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.
11. The duration of this Agreement shall be for- so long as the District, or its-
successor-in-function, is functional and/or in existence. Otherwise, this Agreement shall only be
amended or tenninated by the parties hereto upon mutual written agreement.
12. 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. District
shall pay all costs of recording this Agreement. A copy of the recorded document will be
provided to District within 15 days of recordation.
13. This Agreement shall not be construed or characterized as a development
agreement under the Florida Government Development Agreement Act.
14. - The . parties specifically acknowledge that the Collier County Subdivision
Regulations, the Collier County Building Codes, the Collier County Land Development Code, all
as amended, and their success-ors-in-function, are "governmental, planning, environmental and
land development regulation," and will be so recognized in light of any future analysis of
Chapter 2004-461, Laws ofFIorida (2004).
15. The parties confirm, agree and acknowledge that the Town of Ave Maria's SRA
Development Document and Collier County's Growth Management Plan, Land Development
and Building Codes, all as amended, and their successors and function, will and shall control
development within the District in accordance with tpe provisions of Chapter 2004-461, Laws of
Florida (2004).-
5
Agenda Item No. 7 A
January 11, 2011
Agend~ I'NW ~039
April 26, 2005
Page 11 of 46
16. District acknowledges that the failure of this Agreement to address any permit,
condition, term or restriction shall not relieve either the applicant or owner, or their successors or
assigns, of the necess~ty of complying with any law, ordinance, rule or regulation governing said
permitting reqUirements, conditions, tenns or restrictions.
17. 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
County to enforce the tenns of this Agreement, said remedy being cumulative with any and aU
other remedies available to the parties for the enforcement of this Agreement.
18. This Agreement shall be governed by and construed in accordance with the laws
of the State of Florida. The parties intend that the terms, and conditions and provisions of this
Agreement and any addenda to it may only be amended or modified in writing, executed duly
and validly by the parties in a timely and reasonable manner. Any waiver at any time by either
party hereto of its rights with respect to any matter arising in connection with the Agreement
shall not be considered a waiver of such rights or matters by either party at any subsequent time.
This Agreement shall take effect on the date above written and shall continue in effect until the
parties mutually determine that it is no longer needed or until tennination pursuant to the terms
hereof.
19. This Agreement and the commitments herein shall become effective when- the
DR! Development Order. SRA designation for the Town of Ave Maria and ACOE permit for the
Town of Ave Maria become final and effective. If the Town of Ave Maria DRI or SRA do not
become final; -dr the - ACOE permit- for the Town of Ave- Maria is not received' and become
effective before December 31, 2006, this Agreement and all obligations hereunder shall be null
and void.
20. Under Section 163.01(6)(7), FS,- the parties agree that--administration of this
Agreement, including any implementing and practical procedures, shall be effected jointly by the
County Manager or his designee and the District Manager of his designee with periodic reports
to both boards. Written notice if and when appropriate shall be given to the parties at the
following addresses or such other person or place as each party sh8J.1 designate by similar notice.
As to the District:
Peter L. Pimentel, District Manager - - - - ..-
Special District Services, Inc.
11000 Prosperity Farms Road, Suite 104
Palm Beach Gardens, Florida 33410
:::~.
:J .
As to the County:
James V. Mudd
Collier County Manager
3301 East Tamiami Trail
Naples, Florida 34112
(Remainder of Page Left Intentionally Blank)
6
- ....- -
STR_DOCUMENT_ VIEW
Agenda ItR~&. 0~3
January 11, 2011
Page 111 of 139
OR: 380;
IN WITNESS WHEREOF. the parties hereto have eaused this Agreement to bl
by their appropriate offi~ials, U ofthc date flIlt above written.
BOARD OF COUNTY COMMISSIONE
COLLIER COUNTY, PLORIDAs
. "
Attest;
~~--
A~sistant District ~tary -
8..~ ~~_
A VB MARlA STEW ARDSHJP COMMl
DISTRICT A
By:~~~f &j
Chairman of the Board of Supervisor
fficiency:
~TX OF FLORIDA
COUNTY OF tEON
Acknowl edged and e~.eu ud be.! 0
~f May. 2;;~z
~!4:J- 1
Notary Public
Ilt8ntt I 0 '[) "J
http://www.clerk.collip.T fl m:~lH ThTV /T)~~u;_... _ ___"'...... _ .
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MAP H
MAsTER DI!\IIl.oPM&NT PLAN
TOWN OF AVE MARIA
PREPARED FOR: NEW TOWN DEVELOPMENT, L1.l.P
o 1._ 2,000
.......-
QIWtHIC8CALE
..................... I
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Agenda Item NO.7 A
J51nuary 11, 2011
AgenP%dijlIll1~Cbf1M
t'Pri/26,2005
Page 14 of 46
Ph... Ph...
One Sub Two Sub
Total Total
Measurement (2006 . (2012 . Final
Land Use Description Units 2011) 2011) Total
Residential Dwelling Units 8,010 4,880 11,000
Assisted Living Facilities Beds 0 450 450
Retail. EntertaInment, 'Service Square Feet 387,900 322, 100 690,000
Professional Office (GeneraVMedieal/Financlal. etc.) Square Feet 278,600 233,400 510,000
Civic/Community/Miscellaneous (1) Square Feet 115.500 33,000 148,500
Medical Facilities Square Feet 15,000 20,000 35,000
Hotel Rooms 110 280 400
University Students 3,150 2,850 6,000
K-12 Schools (Private and Public) (2) Students 1,120 1.880 3,100
Table 21.1
Development Parameters
t)c~!~~ \. ~/,
I Agei I~O. 7A
Ja uar 1 2011
P e 14 of 139
RESOLUTION NO. 05- 377
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS AMENDING RESOLUTION NUMBER
05-235 TO CORRECT A SCRIVENER'S ERROR DUE TO
OMISSION OF AN INTENDED REVISION TO EXHIBIT
"A," THE LEGAL DESCRIPTION FOR THE TOWN OF
AVE MARIA DEVELOPMENT OF REGIONAL IMP ACT
(DRI).
WHEREAS, the Collier County Board of County Commissioners adopted Resolution Number
05-235 on June 14,2005, and;
WHEREAS, following said action adopting Resolution Number 05-235, Planning Staff determined
that the Resolution did not contain the correct legal description that was otherwise intended and made
part of the public hearing and therefore constitutes a scrivener's error.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
SECTION ONE: SCRIVENER'S ERROR AMENDMENT TO EXHIBIT "A," THE LEGAL
DESCRIPTION.
The legal description of Resolution Number 05-235 is hereby amended to correct a scrivener's
error by amending said legal description to read as follows:
(See Exhibit "A")
BE IT RESOLVED that this Resolution relating to Petition Number SE-2005-AR-8029 be
recorded in the minutes of this Board.
This Resolution adopted after motion, second and majority vote.
I /
Done this /.t day of III ~ J/ M1!~ef, 2005.
ATTEST:
& D:WJG1.tl:~OfK. nLE1k-
~to~:,
A'~tdq flanJbnn and
sufficiency:
\)~
Patrick G. White
Assistant County Attorney
BOARD OF ZONING APPEALS
COLLIER COUNTY, FLORIDA
BY ~W ~
FRED . COYLE, CHAI ~
S E-2005-A R-8029/RB/sp
Words 5traek thrsHgh are deleted; words underlined are added.
Page I of 1
/
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Appendix A
" .. Agenda Item NO'l "~.' .
'f\ +' J,nuary 11 ,~01 r \j
~O('lec fla~~'\9..9l1 _'.
S-,O~" .q3 Ac"ri.s::
AVE MARIA LEGAL DESCRIPTION
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH,
RANGE 29 EAST. AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA
ALL THAT PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE
29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST. COLLIER COUNTY,
FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOllOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16: ~
THENCE NORTH 01004'07" WEST 150.00 FEET TO A POINT ON A LINE LYING 100 FEET NORTH O~AND PARALLEL
WITH THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (100 FOOT RIGHT-OF-WAY) SAID pdlNT BEING THE
POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED:
THENCE ALONG SAID LINE SOUTH 88057'06" WEST 354.33 FEET:
THENCE LEAVING SAID LINE NORTH 01007'23" WEST 200.01 FEET TO A POINT ON A LINE LYING 300 FEET
NORTH OF AND PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD;
THENCE ALONG SAID LINE SOUTH 8s057'05" WEST 2,215.48 FEET:
THENCE CONTINUING ALONG SAID LINE SOUTH 8s055'37" WEST 1,128.15 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 89032'56" WEST 1286.63FEET;
THENCE LEAVING SAID LINE NORTH 00027'04" WEST 1,089.55 FEET;
THENCE SOUTH 89032'56" WEST 242.19 FEET;
THENCE SOUTH 89"24'19" WEST 3977.40 FEET;
THENCE NORTH 00"01'40" EAST 12S0.68 FEET;
THENCE NORTH 90000'00" EAST 1125.68 FEET;
THENCE NORTH 00019'38" WEST 520.46 FEET;
THENCE NORTH 09027'58" EAST 38.31 FEET;
THENCE NORTH 14056'15" EAST 32.59 FEET:
THENCE NORTH 59002'49" EAST 24.49 FEET;
THENCE NORTH 68012'25" EAST 33.93 FEET;
THENCE NORTH 73"08'54" EAST 72.42 FEET;
THENCE NORTH 69014'09" EAST 65.14 FEET;
THENCE NORTH 61011'58" EAST 47.93 FEET;
THENCE NORTH 56044'10" EAST 80.38 FEET;
THENCE NORTH 54018'17" EAST 82.75 FEET;
THENCE NORTH 51034'19" EAST 552.31 FEET;
THENCE NORTH 12032'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780,99 FEET;
THENCE NORTH 38040'18" WEST 48.27 FEET;
THENCE NORTH 55"58'45" WEST 175,13 FEET;
THENCE NORTH 78014'12" WEST 46.21 FEET;
THENCE SOUTH 86041'17" WEST 358.77 FEET:
THENCE NORTH 43"16'35" WEST 44.00 FEET:
THENCE NORTH 01028'53" WEST 584.34 FEET;
THENCE NORTH 88045'30" EAST 2.256.99 FEET;
THENCE NORTH 11031'40" WEST 679.82 FEET;
THENCE NORTH 29057'19" EAST 43.24 FEET;
THENCE NORTH 80003'11" EAST 750.96 FEET;
THENCE NORTH 82005'14" EAST 23.32 FEET;
THENCE NORTH 08045'48" WEST 831.15 FEET;
THENCE 82,76 FEET ALONG THE ARC OF ANON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 23030'23" EAST 81.34 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A RADIUS OF 2.15.80
FEET THROUGH A CENTRAL ANGLE OF 39"48'43" SUBTENDED BY A CHORD WHICH BEARS NORTH 22002'3-1""
EAST 146.95 FEET:
THENCE NORTH 02"08'16" EAST 434.86 FEET;
SE-2005-AR-8029
PROJECT #2004070044
DATE: 7/18/05
RAY BELLOWS
Appendix /.
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Tnwn Plan
t
{
Agen_. tem No. 7A 7 C' ~:
JarJllry 11, ~] 1 . .
Page 116 of.f9 '-:-~,::
THEt;.ICE NORTH 38040'13" EAST 124.61 FEET;
THENCE NORTH 23055'58" EAST 503.82 FEET;
THENCE NORTH 89019'06" EAST 272.53 FEET;.
THENCE NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09056'39" EAST 638.73 FEET;
THENCE NORTH 73036'58" EAST 172.46 FEET;
THENCE NORTH 10053'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF ANON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 68007'37" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 39053'35" WEST 308.56 FEET;
THENCE NORTH 73057'24" WEST 492.85 FEET; .
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH HAVING
A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54005'52" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 90000'00" WEST 301.71 FEET; "
THENCE SOUTH 62057'04" WEST 506.32 FEET; ~ '
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR_CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83001'31" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 27009'30" WEST 142.15 FEET;
THENCE SOUTH 14021'16" EAST 287,88 FEET;
THENCE 341,14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWEST
HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115044'01" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 29011'23" WEST 286.03 FEET;
THENCE SOUTH 87"03'24" WEST 81,50 FEET;
THENCE SOUTH 19006'00" WEST 178.46 FEET;
THENCE SOUTH 73034'35" WEST 263.81 FEET;
THENCE SOUTH 33042'00" WEST 81.86 FEET;
THENCE SOUTH 51052'05" WEST 1.402.28 FEET:
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82054'07" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 22050'28" WEST 200.58 FEET;
THENCE SOUTH 18036'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66004'00" AND BEING SUBTENDED BYA
CHORD vVHiCH BEARS SOUTH 48032'34" EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET:
THENCE SOUTH 14002'28" EAST 106,97 FEET;
THENCE SOUTH 15053'24" WEST 33,42 FEET;
THENCE SOUTH 72018'08" WEST 1325.01 FEET:
THENCE NORTH 16"22'40" WEST 868.64 FEET:
THENCE NORTH 16"02'21" WEST 1 ,001.63 FEET;
THENCE NORTH 15"43'23" WEST 808.63 FEET:
THENCE NORTH 14"29'42" WEST 215.30 FEET:
THENCE NORTH 02051'21" WEST 51.77 FEET:
THENCE NORTH 37"59'19" EAST 51.77 FEET:
THE~CE NORTH 58024'39" EAST 660.90 FEET:
THENCE NORTH 56"56'25" EAST 865.77 FEET;
THENCE NORTH 62027'21" EAST 303,89 FEET;
THENCE NORTH 58011'43" EAST 148.88 FEET;
THENCE NORTH 66027'20. EAST 99.67 FEET;
THENCE NORTH 79059'44" EAST 60.67 FEET:
THENCE NORTH 18039'40" EAST 212.96 FEET:
THENCE NORTH 13026'09" EAST 80.67 FEET;
THENCE NORTH 04"05'14" EAST 65.75 FEET:
THENCE NORTH 00047'28" EAST 593.12 FEET;
THENCE NORTH 05029'40" EAST61.18 FEET:
THENCE NORTH 20017'22" EAST 57.43 FEET:
THENCE NORTH 51055'17" EAST 55.07 FEET:
THENCE SOUTH 84048'27" EAST 51.76 FEET:
THENCE SOUTH 67"53'53" EAST 40.46 FEET.
THENCE SOUTH 53037'33" EAST 55.29 FEET:
Appendix
L
TO\'.n Plar
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THENCE SOUTH 55037'37" EAST 158.19 FEET;
THENCE SOUTH 66028'32" EAST 79.22 FEET;
THENCE SOUTH 81019'48" EAST 69.92 FEET; _
THENCE NORTH 80053'08" EAST 96.10 FEET;
THENCE NORTH 83009'35" EAST 88.49 FEET;
THENCE SOUTH 75058'08" EAST 57.96 FEET;
THENCE SOUTH 45044'09" EAST 65.43 FEET;
THENCE SOUTH 23012'23" EAST 107.03 FEET;
THENCE SOUTH 31009'29" EAST 124.53 FEET;
THENCE SOUTH 36028'03" EAST 195.13 FEET;
THENCE SOUTH 41049'01" EAST 193.27 FEET;
THENCE SOUTH 41027'57" EAST 187,53 FEET;
THENCE SOUTH 50006'28" EAST 177.12 FEET;
THENCE NORTH 86006'03" EAST 103.33 FEET;
THENCE NORTH 82007'11" EAST 76.87 FEET;
THENCE NORTH 58049'02" EAST61.16 FEET;
THENCE NORTH 41011'10" EAST 266.09 FEET;
THENCE NORTH 43045'15" EAST 203.61 FEET;
THENCE NORTH 63026'06" EAST 230.87 FEET;
THENCE NORTH 55012'54" EAST 17.74 FEET;
THENCE NORTH 06058'17" WEST 40.07 FEET;
THENCE NORTH 60020'46" EAST 94.06 FEET;
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52022'08" EAST 29.10 FEET;
THENCE NORTH 05013'18" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST 185.10 FEET;
THENCE NORTH OSOSS'SO" WEST 66~36 FEET;
THENCE NORTH 08035'2S" WEST 70.11 FEET;
THENCE NORTH 03030'28" EAST 24.24 FEET;
THENCE NORTH 09022'28" EAST 32.62 FEET;
THENCE NORTH 32003'11" EASTS1.35 FEET;
THENCE NORTH 41059'52" EAST 54.16 FEET;
THENCE NORTH 46038'59" EAST 44.15 FEET;
THENCE NORTH 40019'34" EAST 80,40 FEET;
THENCE NORTH 39030'46" EAST 42.43 FEET;
THENCE NORTH 52007'39" EAST 71.16 FEET;
THENCE NORTH Soo17'11" EAST 55.95 FEET;
THENCE NORTH 68043'34" EAST 63.02 FEET;
THENCE NORTH 86012'19" EAST41,51 FEET;
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET:
THENCE NORTH 69031'07" EAST 36.80 FEET;
THENCE NORTH 75037'20" EAST 34.34 FEET;
THENCE SOUTH 72008'39" EAST 57.43 FEET;
THEt';JCE SOUTH 56052'50" EAST 70.22 FEET;
THENCE SOUTH 56052'18" EAST 99.31 FEET;
THENCE SOUTH 70035'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET:
THENCE NORTH 85047'37" EAST 52.90 FEET;
THENCE NORTH 77016'18" EAST 51.33 FEET;
THENCE NORTH 64020'23" EAST 9,49 FEET:
THENCE NORTH 23058'25" EAST 60.47 FEET;
THENCE NORTH 39027'42" EAST 136.06 FEET;
THENCE NORTH 18012'03" EAST 123.70 FEET;
THENCE NORTH 16026'30" WEST 137.54 FEET;
THENCE NORTH 45055'34" WEST 133.51 FEET:
THENCE NORTH 84043'21" WEST 101.26 FEET;
THENCE SOUTH arDS'53" WEST 375.05 FEET;
THENCE SOUTH 86031'55" WEST 296,36 FEET;
THENCE NORTH 02029'11" WEST 25.0S FEET;
Agenda Item No. 7 A? C ...:-
January 1112011 .
Page 117113
/'
,I'
Appendix
L.
Town Plan
-
.
- .
THENCE SOUTH 85019'00" WEST 63.79 FEET;
THENCE SOUTH 87"01'35" WEST 57.73 FEET:
THENCE NORTH 85"14'11" WEST 27.05 FEET;
THENCE NORTH 86"11'09" WEST 22.51 FEET;
THENCE NORTH 71001'47" WEST 25.34 FEET;
THENCE NORTH 74"57'44" WEST 25.97 FEET;
THENCE NORTH 80"42'24" WEST 41.73 FEET;
THENCE NORTH 77"00'19" WEST 49.95 FEET;
THENCE NORTH 78"26'56" WEST 104.70 FEET;
THENCE NORTH 78"45'16" WEST 195.82 FEET;
THENCE NORTH 79021'51" WEST 81.14 FEET;
THENCE NORTH 76030'15" WEST 38.50 FEET;
THENCE NORTH 70033'36" WEST 13.50 FEET;
THENCE NORTH 53058'21" WEST 10.18 FEET;
THENCE NORTH 53058'22" WEST 10.18 FEET;
THENCE NORTH 43009'08" WEST 16.42 FEET;
THENCE-NORTH 34"52'31" WEST 30,12 FEET;
THENCE NORTH 37"08'48" WEST 31.00 FEET;
THENCE NORTH 45"00'00" WEST 37.06 FEET;
THENCE NORTH 43028'45" WEST 29.92 FEET;
THENCE NORTH 52029'45" WEST 40.59 FEET;
THENCE NORTH 53028'16" WEST 25,16 FEET;
THENCE NORTH 69051'49" WEST 23.93 FEET;
THENCE NORTH 72053'50" WEST 40.74 FEET;
THENCE NORTH 74038'02" WEST 101.72 FEET;
THENCE NORTH 76"25'14" WEST 79,73 FEET;
THENCE NORTH 73050'34" WEST 83.41 FEET;
THENCE NORTH 77"16'32" WEST 71,39 FEET:
THENCE NORTH 70044'15" WEST 32.62 FEET;
THENCE NORTH 75"44'50" WEST 240.26 FEET:
THENCE SOUTH 76022'29" WEST 54.20 FEET;
THENCE NORTH 75"46'41" WEST 12.81 FEET:
THENCE NORTH 78006'45" WEST 243.02 FEET;
THENCE SOUTH 87"32'28" WEST 438.43 FEET;
THENCE SOUTH 86"36'21" WEST 1,109.58 FEET;
THENCE NORTH 77.00'11" WEST 142.86 FEET;
THENCE SOUTH 17"30'03" WEST 10.94 FEET:
THENCE SOUTH 21"30'05" EAST 36,63 FEET;
THENCE SOUTH 30057'50. WEST 6,02 FEET:
THENCE NORTH 73010'43" WEST 139.18 FEET;
THENCE NORTH 11046'06" WEST 25,32 FEET;
THENCE NORTH 05042'38" WEST 20,76 FEET:
THENCE NORTH 04023'55" WEST 13.47 FEET:
THENCE NORTH 50"11 '40" WEST 8,07 FEET:
THEf:JCE NORTH 83"59'28" WEST 19.73 FEET:
THENCE NORTH 84"57'27" WEST 35.25 FEET;
THENCE NORTH 83"49'48" WEST 38.44 FEET:
THENCE NORTH 80044'23" WEST 96,27 FEET:
THENCE NORTH 79"48'04" WEST 449.12 FEET:
THENCE NORTH 77"49'57" WEST 284.20 FEET:
THENCE NORTH 83"39'35" WEST 93.52 FEET;
THENCE NORTH 87"39'46" WEST 101.30 FEET:
THENCE NORTH 84"25'40" WEST 85.09 FEET;
THENCE NORTH 77028'16" WEST 95,22 FEET:
THENCE NORTH 77"23'45" WEST 170,38 FEET:
THENCE NORTH 75'57'50" WEST 76,65 FEET:
THENCE NORTH 69"26'38" WEST 35.30 FEET:
THENCE NORTH 69".j6'31" WEST 41,82 FEET:
THENCE NORTH .18'.18'50" WEST 43,91 FEET:
THENCE NO,QTH 46'~.r43" WEST 13440 FEET:
Age'nda Item NO.7 A -
J~~*, 1~ of\} z.p
/'
,I'
Appendix
Town P!3fl
J.
THENCE NORTH 43058'24" WEST 611.34 FEET;
THENCE NORTH 45000'00" WEST 338.85 FEET;
THENCE NORTH 44041'45" WEST 412.62 FEET;
THENCE NORTH 43026'06" WEST 267.38 FEET:
THENCE NORTH 46027'29" WEST 200.89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET;
THENCE NORTH 81052'12" EAST 18.83 FEET;
THENCE NORTH 03020'45" EAST 73.83 FEET;
THENCE SOUTH 85025'42" WEST 6.48 FEET;
THENCE NORTH 90000'00" WEST 10.84 FEET;
THENCE SOUTH 70027'48" WEST 16.99 FEET;
THENCE SOUTH 56018'36" WEST 14.89 FEET;
THENCE SOUTH 75057'49" WEST 17,03 FEET;
THENCE SOUTH 87016'25" WEST 10.86 FEET;
THENCE NORTH 59020'58" WEST 16.21 FEET:
THENCE NORTH 35032'16" WEST 17,77 FEET;
THENCE NORTH 26033'54" WEST 17.32 FEET;
THENCE NORTH 16011'21" WEST 16.67 FEET;
THENCE NORTH 01052'04" WEST 47.53 FEET;
THENCE NORTH 00005'16" WEST 336.69 FEET;
THENCE NORTH 00029'38" WEST 299.52 FEET;
THENCE NORTH 00056'29" WEST 220,01 FEET;
THENCE NORTH 00052'19" EAST 237.57 FEET;
THENCE NORTH 00046'52" WEST 113.62 FEET;
THENCE NORTH 00000'00" EAST 13.43 FEET;
THENCE NORTH 14002'10" EAST 8.52 FEET;
THENCE NORTH 45000'00" EAST 5.84 FEET;
THENCE NORTH 71033'54" EAST 9.80 FEET;
THENCE NORTH 82024'19" EAST 15.63 FEET;
THENCE SOUTH 89012'02" EAST 222.07 FEET;
THENCE SOUTH 86036'31" EAST 69.83 FEET;
THENCE SOUTH 82038'52" EAST 32.28 FEET;
THENCE SOUTH 70049'16" EAST 25.15 FEET;
THENCE SOUTH 60'38'32" EAST 18.96 FEET:
THENCE SOUTH 62044'41" EAST 38.34 FEET;
THENCE SOUTH 73008'30" EAST 35.61 FEET;
THENCE SOUTH 87"42'34" EAST 25.84 FEET:
THENCE NORTH 86018'31" EAST 32.08 FEET:
THENCE NORTH 74058'54" EAST 43.84 FEET:
THENCE NORTH 66016'18" EAST 51.33 FEET;
THENCE NORTH 56001'25" EAST 57.29 FEET:
THENCE NORTH 52034'43" EAST 171.66 FEET:
THENCE NORTH 43053'54" EAST 75,96 FEET:
THENCE NORTH 36037'17" EAST 47.61 FEET:
THENCE NORTH 35048'12" EAST 77.68 FEET;
THENCE NORTH 30021 '29" EAST 83.78 FEET:
THENCE NORTH 22037'12" EAST 67.13 FEET:
THENCE NORTH 13036'02" EAST 32.94 FEET:
THENCE NORTH 14"28'13" EAST 66.13 FEET:
THENCE NORTH 10057'15" EAST 65.22 FEET:
THENCE NORTH 11 "18'36" EAST 21,06 FEET:
THENCE NORTH 16"41'58" EAST 10.78 FEET:
THENCE NORTH 45000'00" EAST 10.22 FEET:
THENCE NORTH 58023'33" EAST 15.76 FEET:
THENCE NORTH 64039'14" EAST 21.71 FEET:
THENCE NORTH 61'-+7'.17" EAST 163,98 FEET:
THENCE NORTH 64 "59'39" EAST 16125 FEET:
THENCE NORTH 66'22'14" E.~ST 18.04 FEET:
THENCE ~JORTH 7:'53'50" ::;AST 28.10 FEET
THENCE NOR::-i ~~",)'GO"JO" E.~ST 1-+46 FEET
Agenda IteiNO. 7 A 1 ~.
January ,,2011 7
Page 1 of 139
....
Appencilx
To' ~':i-
-:1 ~:;
.t::i
THENCE NORTH 88018'55" EAST 35.13 FEET:
THENCE SOUTH 88036'10" EAST 42.36 FEET;
THENCE NORTH 90000'00" EAST 28.92 FEET; .
THENCE SOUTH 82045'47" EAST 16.40 FEET;
THENCE SOUTH 61055'39" EAST 17.73 FEET:
THENCE NORTH 69034'35" EAST 118,02 FEET;
THENCE NORTH 8105S'55" EAST 17.0S FEET;
THENCE NORTH 86043'15" EAST 124.39 FEET;
THENCE NORTH 13046'19" WEST 328.58 FEET;
THENCE NORTH 70048'07" EAST 7S.21 FEET;
THENCE NORTH 54029'OS" EAST 37.97 FEET;
THENCE NORTH 21053'45" WEST 54.48 FEET;
THENCE NORTH 70047'14" EAST 77,55 FEET;
THENCE NORTH 71002'31" EAST 35.S1 FEET;
THENCE NORTH 72016'21" EAST 131.70 FEET;
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73013'18" EAST 106.86 FEET;
THENCE NORTH 71011'17" EAST 74,14 FEET;
THENCE NORTH 68033'08" EAST 30.93 FEET;
THENCE NORTH 71.33'54" EAST 17.88 FEET;
THENCE NORTH 81.15'14" EAST 13.52 FEET;
THENCE SOUTH 83.05'20" EAST 17.09 FEET;
THENCE SOUTH 47.43'35" EAST 15.29 FEET;
THENCE SOUTH 37"20'58" EAST 24.58 FEET;
THENCE SOUTH 16038'20" EAST 46,68 FEET;
THENCE SOUTH 24010'17" EAST 35.78 FEET;
THENCE SOUTH 21052'45" EAST 70.36 FEET:
THENCE SOUTH 34033'45" EAST 28.09 FEET;
THENCE SOUTH 47026'12" EAST 34.20 FEET;
THENCE SOUTH 52025'53" EAST 8.43 FEET;
THENCE SOUTH 71033'54" EAST 9.75 FEET:
THENCE SOUTH 85001 '49" EAST 11.87 FEET;
THENCE SOUTH 87008'15" EAST 20.59 FEET;
THENCE SOUTH 88025'50" EAST 37.54 FEET;
THENCE NORTH 87033'48" EAST 48.37 FEET;
THENCE SOUTH 89035'00" EAST 141.38 FEET;
THENCE NORTH 89006'34" EAST 99.23 FEET:
THENCE NORTH 84031'51" EAST 48,55 FEET;
THENCE NORTH 82020'00" EAST 26.97 FEET:
THENCE NORTH 79"46'40" EAST 31.87 FEET;
THENCE NORTH 76027'51" EAST 28.56 FEET;
THENCE NORTH 70"23'45" EAST 39.84 FEET;
THENCE NORTH 70048'11" EAST 134,46 FEET;
THENCE NORTH 70"37'19" EAST 79,02 FEET;
THENCE NORTH 66032'28" EAST 29.70 FEET;
THENCE NORTH 57049'44" EAST 37.66 FEET:
THENCE NORTH 53021'57" EAST 74.96 FEET;
THENCE NORTH 54"24'59" EAST 148.87 FEET:
THENCE NORTH 50050'35" EAST 203,.54 FEET;
THENCE NORTH 48043'53" EAST 33.52 FEET;
THENCE NORTH 32023'52" EAST 31.67 FEET;
THENCE 334,86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING
A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 06025'03" WEST 314.18 FEET;
THENCE NORTH 41037'27" WEST 133.18 FEET:
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS.oF
573.36 FEET THROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50.50'52" WEST 183.80 FEET;
THENCE NORTH 60004'16" WEST 149.32 FEET:
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
Agenda Item NO.7 A ,.,
J~~.2~\fT : 1C"
/'
.1
Appendix}
Town Pian
A
. - '. . ' . - .. AgehdCl..!tem No. 7 A C--:~
. . . -' Jampy 11, 2;f 7 .'
. . . Page 121 of 1 9 . .
"'
A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84041'37" AND BEING SU8TENDED BY A C RD _ _:
WHICH BEARS NORTH 17043'30" WEST 40.41 FEET; _ _
THENCE NORTH 24037'19" EAST 671.69 FEET;
THENCE NORTH 23058'37" EAST 211.35 FEET:
THENCE NORTH 27045'05" EAST 100,63 FEET;
THENCE NORTH 34051'48" EAST 129.90 FEET;
THENCE NORTH 36014'23" EAST 119.58 FEET;
THENCE NORTH 39015'14" EAST 61.92 FEET;
THENCE NORTH 30037'48" EAST 96.80 FEET;
THENCE NORTH 31009'42" EAST 136.09 FEET;
THENCE NORTH 31057'25" EAST 103.02 FEET;
THENCE NORTH 32039'03" EAST 134.08 FEET;
THENCE NORTH 28032'24" EAST 53.34 FEET;
THENCE NORTH 31015'49" EAST 35.90 FEET;
THENCE NORTH 36052'12" EAST 24.66 FEET;
THENCE NORTH 53049'13" EAST 22.74 FEET;
THENCE NORTH 59030'01" EAST 46.43 FEET;
THENCE NORTH 58016'35" EAST 70.87 FEET;
THENCE NORTH 46049'06" EAST 48.85 FEET;
THENCE NORTH 34036'20" EAST 66.58 FEET;
THENCE NORTH 36023'58" EAST 266.89 FEET:
THENCE NORTH 35028'00" EAST 51.47 FEET;
THENCE NORTH 24013'40" EAST 48.08 FEET;
THENCE NORTH 20029'50" EAST 62.60 FEET:
THENCE NORTH 17032'36" EAST 44.54 FEET;
THENCE NORTH 11002'07" EAST 134.56 FEET;
THENCE NORTH 09"20'41" EAST 65.81 FEET;
THENCE NORTH 08049'13" EAST 32.16 FEET;
THENCE NORTH 02007'16" WEST 14.81 FEET;
THENCE NORTH 19"58'59" WEST 12.83 FEET;
THENCE NORTH 29"55'53" WEST 20.87 FEET;
THENCE NORTH 45000'00" WEST 56.96 FEET;
THENCE NORTH 48"51'56" WEST 57.48 FEET;
THENCE NORTH 42"38'48" WEST 28.31 FEET;
THENCE NORTH 38"47'48" WEST 35.86 FEET:
THENCE NORTH 43"25'04" WEST 39,03 FEET;
THENCE NORTH 36022'11" EAST 30.93 FEET;
THENCE NORTH 23"54'19" EAST 139.67 FEET;
THENCE SOUTH 66"53'26" EAST 241.46 FEET;
THENCE SOUTH 64"45'28" EAST 263.29 FEET;
THENCE SOUTH 71018'47" EAST 57.07 FEET;
THENCE SOUTH 85007'33" EAST 50.51 FEET;
THENCE NORTH 81"05'07" EAST 75.18 FEET;
THENCE NORTH 81043'21" EAST 63.88 FEET;
THENCE NORTH 84057'08" EAST 36.24 FEET;
THEN'CE SOUTH 86025'39" EAST 63.61 FEET:
THENCE SOUTH 81031'21" EAST 262.28 FEET;
THENCE SOUTH 88008'03" EAST 273.99 FEET:
THENCE NORTH 80"58'13" EAST 327.79 FEET;
THENCE NORTH 67050'56" EAST 252.22 FEET:
THENCE NORTH 81"02'01" EAST 819.65 FEET;
THENCE NORTH 81042'41" EAST 310.84 FEET;
THENCE SOUTH 65034'43" EAST 80.72 FEET;
THENCE NORTH 89059'47" EAST 219.16 FEET;
THENCE NORTH 82"42'28" EAST 41.19 FEET;
THENCE NORTH 58"02'38" EAST 138.72 FEET;
THENCE NORTH 41"09'18" EAST 91.38 FEET;
THENCE NORTH 73"57'36" EAST 83.05 FEET:
THENCE NORTH 84051'58" EAST 305,34 FEET;
THENCE NORTH 86"38'43" EAST 343.90 FEET;
~
,,,
Appendix ,e
Te' vn ;::>L:lll
-2
THENCE NORTH 87"28'42" EAST 503.72 FEET;
THENCE NORTH 88046'01" EAST 328.07 FEET:
THENCE NORTH 37"30'20" EAST 357.69 FEET;
THENCE NORTH 15032'08" EAST 149.51 FEET;
THENCE NORTH 86055'36" EAST 261.44 FEET;
THENCE NORTH 72053'31" EAST 576.59 FEET;
THENCE NORTH 50045'14" EAST 202,55 FEET;
THENCE NORTH 87"14'14" EAST 314.60 FEET;
THENCE SOUTH 76038'32" EAST 143,08 FEET:
THENCE NORTH 89049'43" EAST 1,054.71 FEET:
THENCE SOUTH 75020'32" EAST 42.85 FEET:
THENCE SOUTH 41043'41" EAST 38.04 FEET:
THENCE SOUTH 59044'48" EAST 101.86 FEET;
THENCE SOUTH 82056'38" EAST 71.89 FEET;
THENCE NORTH 76031 '27" EAST 68.87 FEET;
THENCE NORTH 60032'45" EAST 175.39 FEET:
THENCE NORTH 78018'10" EAST 41.23 FEET;
THENCE NORTH 89028'30" EAST 480.22 FEET;
THENCE NORTH 82052'57" EAST 82.50 FEET;
THENCE NORTH 59026'48" EAST 47.53 FEET;
THENCE NORTH 77036'27" EAST 12.36 FEET;
THENCE SOUTH 70055'29" EAST 16.45 FEET;
THENCE SOUTH 47"41'12" EAST 748.88 FEET;
THENCE SOUTH 34006'49" EAST46,63 FEET:
THENCE SOUTH 14016'24" EAST 615.15 FEET;
THENCE NORTH 85059'44" EAST 160.53 FEET;
THENCE NORTH 47"06'44" EAST 110.60 FEET;
THENCE NORTH 29011'18" EAST 460.96 FEET;
THENCE NORTH 13056'57" EAST 209.85 FEET;
THENCE NORTH 76019'41" EAST 160.84 FEET:
THENCE NORTH 61043'54" EAST 107.89 FEET:
THENCE NORTH 18058'36" EAST 69.73 FEET;
THENCE NORTH 01036'49" WEST 341.03 FEET:
THENCE NORTH 89.06'53" EAST 584.42 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF CAMP KEJAS
ROAD (80 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00.14'32" EAST 45,99 FEET:
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE SOUTH 05.51 '27" WEST 224.83 FEET;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE 95.78 FEET ALONG THE ARC OF A NON-TANGENTIAL
CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3.798.14 FEET THROUGH A CENTRAL ANGLE OF
01.26'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 05.04'45" WEST 95.78 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE SOUTH 26031'54" WEST 759.71 FEET TO A POINT ON A LINE LYING
330 FEET WEST OF f\ND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD;
THENCE ALONG SAID LINE SOUTH 00.14'33" EAST 1.537.82 FEET:
THENCE CONTINUING ALONG SAID LINE SOUTH 00"22'10" EAST 2,34787 FEET;
THENCE LEAVING SAID LINE NORTH 89.29'01" EAST 330.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY
LINE OF SAID CAtvlP KEIAS ROAD (80 FOOT RIGHT-OF-WAY);
THENCEi>,LONG SAID RIGHT-OF-WAY LINE SOUTH 00022'10" EAST 200.00 FEET:
THENCE LEAVING SAID RIGHT-OF-WAY LINE SOUTH 89.29'01" WEST 330.00 FEET TO A POINT ON A LINE LYING
330 FEET WEST CF ..\NO PARALLEL WITH THE \'VEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD: -
THENCE ALONG SAID LINE FOR THE FOLLOWING 2 COURSES:
1. SOUTH 00"':::2'10" EAST 62,31 FEET:
2. SOUTH Oo030','J'=AST 2.67423 FE=T
3. SOUTH 00"35',2:" :=AST 2.684.53 FEET
4. SOUTH 00028'11" EAST 2.610,24 FEET:
5, SOUTH OO'::;O'::~ :=AST 19967 FEET:
6. 227.68 FE::T-'LCNG ,HE ARC OF A CJRCUL/~,R CURVE CONCAVE EAST HAVING A RADIUS OF 3,032.95 FEET
THROUGH CENT;:\,:"L.:,NGLE OF 04"18'Q..r /".NO 6Ei\JG .3UBTENDED BY A CHORD WHICH BEARS SOUTH 02039'36"
EAST 227.63 :=E:::
7. SOUTH C~-~S'::-3" '::\ST .10093 FE:::
8. SOUTH l~:=:' '0,', ::~37 '353 FEE:
AI" da Item NO.~C
nuary 1,2 1
age 12rf 1 .
.~:
..I"
,,I
Appendix.
:own ~! -; :-
,
. . .
Agenda Item NO.7 A
January 11,2011
Page 121 17C-.-
.
, .
9., SOUTH Oo029'16~ EAST 1672.20 FEET:
THENCE LEAVING SAID LINE SOUTH 89004'49" WEST 604.79 FEET;
THENCE NORTH 47003'54" WEST 98.67 FEET;
THENCE SOUTH 52055'08" WEST 87.29 FEET;
THENCE SOUTH 06039'26" WEST 102.55 FEET;
THENCE SOUTH 71024'17" WEST 367.36 FEET;
THENCE NORTH 19"54'41" WEST 104.73 FEET;
THENCE NORTH 43"05'38" WEST 251,09 FEET;
THENCE NORTH 11004'29" EAST 79.58 FEET;
THENCE NORTH 05"51'31" WEST 66,56 FEET;
THENCE NORTH 4s052'26" WEST 332.24 FEET;
THENCE NORTH 74"56'35" WEST SO.29 FEET;
THENCE SOUTH 7405S'06" WEST 235,65 FEET;
THENCE SOUTH 51040'42" WEST 93,09 FEET;
THENCE SOUTH 21"53'05" WEST 241.50 FEET;
THENCE SOUTH 77021 '09" WEST 341.17 FEET;
THENCE SOUTH 60048'05" WEST 79.49 FEET;
THENCE NORTH 8s009'54" WEST 265.68 FEET;
THENCE SOUTH 89036'53" WEST 1,996.43 FEET;
THENCE 77.48 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1415.00 FEET THROUGH A CENTRAL ANGLE OF 03008'14" AND BEING SUBTENDED BY ACHORD
WHICH BEARS SOUTH 02011'35" EAST 77.47 FEET;
THENCE SOUTH 00038'28" EAST 84.34 FEET;
THENCE NORTH 90000'00" WEST 71,80 FEET;
THENCE SOUTH 00"38'46" EAST 3,444.22 FEET;
THENCE 224.04 FEET ALONG THEARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 2,721.25 FEET THROUGH A CENTRAL ANGLE OF 04"43'02" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 01"44'02" WEST 223.98 FEET;
THENCE SOUTH 04005'59" WEST 217.57 FEET;
THENCE 153.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 2,277.17 FEET THROUGH A CENTRAL ANGLE OF 03"51'35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02010'28" WEST 153.37 FEET;
THENCE SOUTH 06034'56" EAST 1,089.87 FEET TO A POINT ON A LINE LYING 100 FEET NORTH OF AND
PARALLEL WiTH THE NORTH RIGHT-OF-WAY LJNE OF OIL WELL ROAD (100 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID LJNE SOUTH 88054'34" WEST 247.15 FEET TO THE POINT OF BEGINNING.
CONTAINING 5.026.93 ACRES. MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH UNE OF SAID SECTION 16 BEING SOUTH 88054'34" WEST.
BY:
LANCE T. MILLER, PS.M. LS#5627
CERTIFICATE OF AUTHORIZATION #LB-43
REF: .4H-125, SHEETS 1-5
DATE: AUGUST 29,2003
REVISJONS: ,. OCTOBER 16, 2003
2. MARCH 3,2004
3. SEPTEMBER 30, 2004
4. FEBRUARY 4, 2005
5. FEBRUARY 24. 2005
L
Appendix ,i\
Town::l::;i"":
qt
South\vest Florida I{egional Planning Count~J
1926 Victoria Avenue, Fort ~~yers, Florida 33901-3414
(239)338-2550 FAX (239)338-2560 SUNCOM (239)748-25::,(1
August 5, 2010
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Ray Bellows, AICP
Planning Manager
Zoning Services--Land Development Services Department
Growth Management Division--Planning & Regulation
2800 N. Horseshoe Drive
Naples, Florida 34104
Dear Ray:
Yesterday we discussed the internal movement of some of the commercial land uses in the Ave Maria
DRI from one location to another. Under the provisions of Chapter 380.06(19)(e)2.1. F.S. we believe this
change does not create the likelihood of any additional regional impacts not previously reviewed by the
SWFRPC and does not require a Notice of Proposed Change. If you have any questions please let me
know,
Sincerely,
G;"SOU,T,H" WEST PLO , IDA R,E,.,G IONALPLANNING COUNCIL
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Daniel L. Trescott
Planning Manager/DRI Coordinator
PTG .. SM
Management
Company.
..
Agenda Item NO.7 A
January 11, 2011
Page 125 of 139
"
October 21, 2010
Mr. Nick Casalanguida. Administrator'
Collier County Growth Management Division
2800 North Horseshoe Drive
Naples, FL 34104
Re: The Town of Ave Maria SRA Amendment.
Dear Mr. Casalanguida:
, \
We understand that on March 23, 2010. Collier County administratively approved an
amendment to the Ave Maria SRA. At the direction of the Florida Department of Community
Aff~irs, Ave Maria DevelQpmen~ LLLP, the developer of the Town of Ave Maria, has now filed
'an application to amend the Town of Ave Maria DRI to reposition appro?dmately 50 acres from
the Town Center located on Camp Keais Road to a Town Center on Oil Well Road..
Pacific Tomato Growers, Ltd. owns the property immediately south of Oil W~II Road across from
the Town Center on Oil Well Road. In fact, Pacific owns all the property south of Oil Well Road
from Camp Keais Strand east to the extension of Camp Keais Road. As. the adjacent property
owner, Pacific Tomato Growers~ Ltd. has no objection to the repositioning of approximately 5Q
acres of Town Center from Camp Keais Road to Oil Well Road, and furthermore, has no
objection to the already administratively approved SRA amendment or the proposed DRI
amendment.
, ,
Sincerely,
cc: David Genson, PE, Barron Collier Companies
Alan Reynolds, ACIP, WilsonMiller Stantec
FOLLOWING THE SUN. LEADING IN QUA.LITY.
, .
P,O. BOX 806 PALMETTO. FLORIDA 34220-0806 PHONE: 94.1,722.3291 FAX: 941.729,5849 www,sunrliJep(,oduce.com
III III III
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Agenda Item No. 7 A
. January 11, 2011
Page 127 of 139
Naples Daily News · SuDday, November 28, ZOIC) . 21D
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NOTICE OF.INTENT TO CONSIDER DEVELOP~~T 9RDERiRESOLUTION'
',' ','. , . _ .'.. _ , .' :.". ,'-... i '\, :',~' :.' ,::-.:~ ,', ;' , . ",' ", ~. . - "
Noticeis hereby given thaf onTuesday,DeCember 14, 2010, in thElSoard",
room, 3rd Floor, Administration Bullding\ "~olliercoun~ 'Government Cen1J
ter, 3299 East Tamiaml Trall,",Naples, FlondajtheBoard of County ,Commis-
sioners wiUconslder the enactment of .a Development Order Amendment....,
T.h. e meeting' will commence at 9.:..00.. A.M. 'The. title of the proposed neve.. '...0. p... .....
ment Order/Resolution Is,as follows:'. ' . , ";'
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A ,RESOLUTION AMENDING RESOLUTION NUMBER 05"235 (DEVELOPMENT
. ORDER NO. 05::01), AS AMENDED, FOR THE TOWN. OF AVE MARIA 'DEVELOp.
MENT" OF REGIONAL IMPACT ("DRI">; LOCATED IN 'SECTlONS 31 THROUGH,33,
TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTIONS 4'THROUGH9ANO 16, "
THROUGH:l8, TOWNSHIP 48 SOUTH, ,RANGE 29 EAST IN COlliER COUNTY,
FLORIDAr"BY PRQVIDING FOR; SECTION ONE. AMENDMENTS TO DEVELOP-,
MENT ORDER BY REVISING fXHIBITC: SRA MASTER PLAN TO "DIVIDE TOWN .'
CENTER 2 INTO TOWN CENTER 2a AND TOWN. CENTER 2b TO RelOCATE
TOWN CENTER 2b TO OIL WEU ROAD .AND TO RELOCATE AN ACCESS POINT
ON OIL WELL ROAD; SECTION TWO. FINDINGS OF FACT; SECTION THREE,.
CONCLUSIONS' OF 'LAWi. AND SECTION fOUR; EFFECT .OFPREVIOUSL Y. ISSUED"
DEVELOPMENT ORDERl), 'TRANSMITTAL- .TO;DEPARTMENT OF COMMUNITY
AFFAI~ AND EFFECTIVE DATE. (PETITION D~A-PL2010-1751) F
Petition: DOA-PL201Q.1751, A RESOLUTION AMENDING RESOLUTION.. NUMBER:
. 05-235 (DEVELOPMENT ORDER NO. 05-Dl),AS AMENDED, FOR THE ' TOWN OF
AVE MARIA DEVELOPMENT OF REGIONAL IMPACT ("DRI") LOCATED INSEC-
TIONS .31 THROUGH 33; ,TOWNSHIP 47 SOUTH,; RANGE 29 EAS':..AND.:SEC-
TIONS 4, THROUGIi 9 AND 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29
EAST ..IN;'COLLIER COUNTY, FLORIDA;'. BY . PROVIDING. FOR:$ECTlON' '.oNE.
AMENDMENTS TO DEVELOPMENT ORDER BY REVISING EXHIBIT'C: SRA MAS-
TER PLAN TO DIVIDE TOWN CENTER..2 .INTO TOWN CENTER 2a"ANDTOWN
CENTER 2b, TO RELOCATE TOWN CENTER .2bTO OIL WelL ROAD AND,TO RE.
LOCATE AN ACCESS POINT ON OIL WELL ROAD; SECTION TWO, ANDINGSOF
FACT; SECTION THREE, CONCLUSIONS OF LAW; AND SECTION FOUR, EFFECT
OF PREVIOUSLY ISSUED DEVELOPMENT ORDERS, TRANSMITTAL TO DEPART-
MENT ..oF COMMUNITY AFFAIRS AND. EFFECTIVE DATE. '[Companion to
SRAA-PL2010-1988](Coordinator: Kay Deselem, AI~P, Principal Planner)' '.'
Copies of the proposed Resolution are on .file with tlieClerk to the Board '.
and are available for inspection. All interested parties are invited to attend .
. and b~ heard. .
NOTE: All persons wishing to speak ,on any agenda item must. register .
. with the County administrator prior to presentation of the agel)da'lfem lO,'}
, be addressed. Individual speakers will'belil11itedto3 minutes on ~y, Item;
The selection-"'ofan Individual. to: speak' on behalf. of:an organizatlonj'.or
group is encouraged; If'recognized by the Chairman, a spokesperson fora.
group or organization may be allotted 10 minutes to speak on an Item; .:.. ,.,'
.' " ':'-'. f ',.. , . '. " '_'
Persons. ""ishlng . to, have written or graphic materials included In ,the Board
agenda.'packets must submlt'sald material a minimum of 3 weeks prlor:to
tne respective public hearing; In any case written materials', Intencted to
be considered by the Board shall be submftted to 'the apl;>ropriate County
staff a minimum of seven days prior to the 'public hearing. All material
used In presentations before the Board will become a permanent part of
. the record. ,., ""
Any'person who decides to appeal a 'decision of the Board will need ,a re-
cord of the proceedings pertaining thereto and therefore, may need, to en-
, sure that a verbatim record of the proceedings Is made,whlch recordin-..
~IUdes the te~timony and evidence upon whlchthe appeal is, based.
If you are a person with a'disability who needs a.ny accommodation In or~
der to participate In this proceeding; you are..entitled, at no cost to',you,to
the provision of certain assistance. Please' contact the Collier County Fa-
cilities Management Department, located at 3335 Tamiaml Trall East, Build-
ing W, Suite #101, Naples, Florida 34112, (239)252-8380. Assisted listening
devices for the hearing impaired are available in the County Commission-
ers' Office. '. .
BOARD .oF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA .
FRED COYLE, CHAIRMAN
DWIGHT E., BROCK: CLERK
By: Martha Vergara, Deputy Clerk
(SEAL)
Novp.mber 28. 201 0
No 1877940d
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Agenda Item NO.7 A
January 11, 2011
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An"""-,<1'" Item NO.7 A
. ':::1'-'1............
January 11,2011
Page 129 of 139
Mv name is Pamela Potenza, and I am a home o,:,",ner in Ave ~~ria, FL. I a~l n?t abl ')
attend this hearing/meeting, but would like to VOIce m'y. OpposIt~on to.the rezolll~g c... .4.
'f'Q,[ which would allow Jackson Labs to ~ite a ne~ facilIty practIcally ill my backy~rd. I
did not purchase my home in Ave MAna expectmg that one day I ~v.ould have to share
some 200 acres of this quiet, rural setting with a major research facIlIty.
The invitation from Collier County to Jackson Labs to locate their facility on land that
was originally part of the Ave Maria complex has resulted in quite a controversy among
the good people living and working at Ave Maria. I decided to do a little research of my
own, to find out for myself what Jackson Labs is all about. What I discovered is that
Jackson Labs is doing a Jot of genetic research, some of which could be medically
efficacious, but much of which is morally objectionable, considering their proximity to a
Catholic University and a town made up of a large Catholic population.
From the Jackson Laboratory's \vebsite: Frequently Asked Questions about .lAX _
Florida: here are some of the morally disturbing facts associated with their research.
"The Jackson Laboratory's researchers [()CUS on six major areas" one of which is
"Developmental and reproductive biology: birth defects, Down Syndrome, sex
determination,..." In my opinion, this is a slippery slope that leads to genetic counseling
to suggest the tennination of a pregnancy that may result in a less than perfect child.
"Among the Laboratory's key discoveries are: in vitro fertilization, the freezing of
embryos and other assisted reproductive technologies," How can a Catholic communlt)
welcome a research facility that is responSIble for developing technology that tiies in the
face of Catholic teaching? Isn't this a conflict of interest????()
"\VouJd researchers at Ji\X - Florida work '."ith stem celIs? What kind of stem cells?"
While "human embryonic stem cell research is not central to JAX's current research
program... '" " we could not rule out the possibility that some research of this kind might
be done in the future." That" s too big of a loop hole for my peace of mindil
/'1.5 if that \\cren 't enough to convince me that I don't vvant Jackson Labs 111 my
neighborhood, 1 found an article in a Jackson Lab publication called The Search. In the
article, Dr Bob Braun, a researcher for J L. states that .'the big picture for my lab is trying
to understand the genetic basis for infertility in men. Another part is how to develop a
male contracepthe. \\'e need solutions beyond a condom. A piH is the long-term
onol'lt'
bVU1.
'fhe developers of Ave Maria see Jackson Labs as boosting the economy in Collier
County, and bringing more home buyers to our location. Frankly, I think it could have
just the opposite aiTect: prospective donors to a Catholic university, as weII as homf'
buyers looking for a Catholic neighborhood, might not be so inclined to put their r
into a community that welcomed a research facility working in areas that are so r
in conflict with the teachings of the Catholic Church. I think \ve may be diggir
grave if this plan goes through.
II~r~~
Agenda Item NO.7 A
January 11, 2011
Page 130 of 139
~We66~
November 30, 2010
D (g~(gD\/(gTI
~ 0 EC 2 2010 U
1 =.J
Mr. Nick Casalanguida, Administrator
Collier County Growth Management Division
2800 North Horseshoe Drive
Naples, FL 34104
Re: The Town of Ave Maria Development Order and SRA Amendment
Dear Mr. Casalanguida:
We understand that Ave Maria Development. LLLP, the developer.ofthe Town of Ave Maria,
has filed applications to amend the Town of Ave Maria DRI and SRA to reposition approximately
50 acres from the Town Center located on Camp Keais Road to a Town Center on Oil Well
Road, and to relocate the western-most access point further east near the relocated Town
Center 2b.
Del Webb Naples Community Association, Inc. is the owner and operator of the Del Webb Golf
Course and the representative of the residents of the Del Webb Naples community. As an
adjacent property owner, Del Webb Naples Community Association has no objection to the
repositioning of approximately 50 acres of Town Center from Camp Keais Road to Oil Well
Road nor to the relocation of the access point along Oil Well Road.
Sincerely,
Del Webb Naples Community Association, Inc.
~
Scott Brooks
President
cc: David Genson, PE
Alan Reynolds, ACIP
9240 Estero Park Commons Blvd.
Estero. FL 33928
Phone: 239.495.4800
Fax: 239.495.4898
t0lSl2010.. 22OS24 .. Vrr. I . MPEARY
07213-OQO.O(l). PPH$. 33360
Agenda Item NO.7 A
January 11, 2011
Page 131 of 139
*PulteG
~~~~OV~IT
DEe 2 20m U
l::I
November 30, 2010
Mr. Nick Casalanguida, Administrator
Collier County Growth Management Division
2800 North Horseshoe Drive
Naples, FL 34104
Re: The Town of Ave Maria Development Order and SRA Amendment
Dear Mr. Casalanguida:
We understand that Ave Maria Development, LLLP, the developer of the Town of Ave Maria,
has filed applications to amend the Town of Ave Maria DRI and 8RA to reposition approximately
50 acres from the Town Center located on Camp Keais Road to a Town Center on Oil Well
Road, and to relocate the western-most access point further east near the relocated Town
Center 2b.
Pulte Home Corporation owns the property north of Anthem Parkway and north of the
proposed relocated :1:50 acre Town Center. As the adjacent property owner, Pulte Homes
Corporation supports the application and consequently, has no objection to the repositioning of
approximately 50 acres of Town Center from Camp Keais Road to Oil Well Road nor to the
relocation of the access point along Oil Well Road.
Sincerely,
Pulte Home Corporation
I}/U(/ .
I'/"'r,. (....o~~
Richard McCormick
Vice President, Land
South Florida Division
cc: David Genson, PE
Alan Reynolds, ACIP
1Q/S.l201G. 2'20524. VIr: , . MPERRV
01:/13_001. P?>IS. 33:m
@r
Agenda Item NO.7 A
January 11, 2011
Page 132 of 139
DEVELOPMENT ORDER NO. 10-
RESOLUTION NO. 10 -
A RESOLUTION AMENDING RESOLUTION NUMBER 05-
235 (DEVELOPMENT ORDER NO. 05-01), AS AMENDED,
FOR THE TOWN OF AVE MARIA DEVELOPMENT OF
REGIONAL IMPACT ("DRI") LOCATED IN SECTIONS 31
THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST
AND SECTIONS 4 THROUGH 9 AND 16 THROUGH 18,
TOWNSHIP 48 SOUTH, RANGE 29 EAST IN COLLIER
COUNTY, FLORIDA; BY PROVIDING FOR: SECTION
ONE, AMENDMENTS TO DEVELOPMENT ORDER BY
REVISING EXHIBIT C: SRA MASTER PLAN TO DIVIDE
TOWN CENTER 2 INTO TO\VN CENTER 2a AND TOWN
CENTER 2b, TO RELOCATE TOWN CENTER 2b TO OIL
WELL ROAD AND TO RELOCATE AN ACCESS POINT
ON OIL WELL ROAD; SECTION TWO, FINDINGS OF
FACT; SECTION THREE, CONCLUSIONS OF LA \V; AND
SECTION FOUR, EFFECT OF PREVIOUSLY ISSUED
DEVELOPMENT ORDERS, TRANSMITTAL TO
DEPARTMENT OF COMMUNITY AFFAIRS AND
EFFECTIVE DATE. (PETITION DOA-PL2010-1751)
WHEREAS, the Board of County Commissioners of Collier County, Florida approved
Resolution No. 05-235 (Development Order No.OS-01) which approved a Development of
Regional Impact (DRI) knovl'11 as the town of Ave Maria DR! on June 14,2005; and
WHEREAS, the real property \vhich is the subject of the Development Order is legally
described and set forth as Exhibit A to Resolution No. 05-235 (Development Order No. 05-01),
as amended, to correct a scrivener's error by Resolution No. 05-377 adopted on November 1,
2005; and
WHEREAS, the Board of County Commissioners approved Resolution No. 08-] 53
(Development Order No.08-0 1) which revised the Development Order relative to the Affordable
Housing Section on May 27, 2008; and
Ave MariaIDOA-PL2010-1751
Rev. 12/02/1 0 1 of 4
Words struck through are deleted; words underlined are added.
Agenda Item NO.7 A
January 11, 2011
Page 133 of 139
WHEREAS. George L. Varnadoe, Esquire, of Cheffy Passidomo, representing Ave
Maria Development, LLLP, has petitioned the Board of County Commissioners to amend the
Town of Ave Maria Development Order; and
WHEREAS, the Collier County Planning Commission has reviewed and considered the
proposed amendment and held a public hearing on December 2, 2010; and
WHEREAS, the Board of County Commissioners of Collier County has reviewed and
considered the proposed amendment and the report of the Collier County Planning Commission
and held a public hearing on December 14,2010.
NOW, THEREFORE, BE IT RESOL VED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
SECTION ONE: AMENDMENT TO DEVELOPMENT ORDER AND MASTER PLAN
Exhibit C to Development Order 05-01 (Resolution 05-235), the Master Concept Plan, is
hereby amended and attached to this Resolution as Exhibit A.
SECTION TWO: FINDINGS OF FACT
1. TIle proposed changes to the previously approved DRI do not meet or exceed any
of the criteria in the DRI Development Order or in Subsection 380.06(19)(b), Florida Statutes.
2. The proposed changes to the previously approved DRI are in accordance with
Subsection 380.06(19)(e)2.k, Florida Statutes, which states in part, that "The following changes,
individually or cumulatively 'with any previous changes, are not substantial deviations: k. Any
other change which the state land planning agency, in consultation with the regional planning
council, agrees in writing is similar in nature, impact, or character to the changes enumerated in
sub-paragraphs a.-j. and which does not create the likelihood of any additional regional impact".
The state land planning agency has agreed in writing that the change is similar in impact to the
Ave Maria/DOA-PL2010-J751
Rev, ]2/02/10 2 of 4
Words struc.J~ through are deleted; words underlined are added.
Agenda Item NO.7 A
January 11, 2011
Page 134 of 139
changes enumerated in sub-paragraphs 380.06(19)(e)2.a-j, Florida Statutes, and does not create
the likelihood of any additional regional impact. Attached as Exhibit B is the September 21,
2010 letter from the State of Florida Depa11ment of Community Affairs.
3. The applicant submitted to the County the application and materials required for
amendment of a development order in accordance with the local government procedures in
accordance with Subsection 380.06(19)(e)(2), Florida Statutes.
4. A comprehensive review of the impact generated by the proposed changes to the
previously approved development has been conducted by the County's departments, and has
established that the changes result in no additional overall project impacts.
5. The development is not in an area designated an Area of Critical State Concern
pursuant to the provisions of Section 380.06, Florida Statutes, as amended.
6. No increase in overall development intensity is authorized by this Development
Order.
SECTION THREE: CONCLUSIONS OF LAW
1. The proposed changes to the previously approved Development Order do not
constitute a substantial deviation pursuant to Section 38.06(19), Florida Statutes, and do not
require a notice of proposed change pursuant to Subsection 380.06(19)(e)(2), Florida Statutes.
2. The proposed changes to the previously approved development ",rill not
unreasonably interfere \.\'ith the achievement of the objectives of the adopted State Land
Development Plan applicable to the area.
3, The proposed changes to the previously approved development are consistent
with the Collier County Oro\\'th Management Plan and the CoIIier County Land Development
Code adopted pursuant thereto.
Ave Maria/DOA-PL2010-1751
R.ev. 12/02/) 0 3 of 4
Words struck tl~ are deleted; words underlined are added.
Agenda Item NO.7 A
January 11, 2011
Page 135 of 139
4. The proposed changes to the previously approved development are consistent
with the State Comprehensive Plan.
SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDERS,
TRANSMITT AL TO DCA AND EFFECTIVE DATE
l. Except as amended hereby, Development Order No. 05-01, as amended, shall
remain in full force and effect, binding in accordance with its terms on all parties thereto. This
amended Development Order shall take precedence over any of the applicable provisions of
previous development orders which are in conflict herewith.
2. Copies of this Development Order (Resolution) shall be transmitted immediately
upon execution to the Department of Community Affairs, Bureau of Land and Water
Management, and the Southwest Florida Regional Planning Council.
3. This Resolution shall take effect as provided by law.
BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this
Board.
This Resolution adopted this _ day of December, 20 la, after motion, second, and
favorable vote. L - ~
ATTEST:
D\VIGHT E. BROCK, CLERK
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY:
, Deputy Clerk
FRED W. COYLE, Chairman
Approved as to form
and legal sufficiency:
Heidi Ashton-Cicko
Assistant County Attorney
0("<"-
1-.\1r\\V
\.
Attaclm1ent: Exhibit A - SRA Master Plan
Exhibit B - DCA letter
Ave MariaJDOA-PL2010-1 75 I
Rev. 12/02/10 4 of 4
Words struck through are deleted; words underlined are added.
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Exhibit A
Agenda Item NO.7 A
January 11, 2011
Page 137 of 139
09/27/2010 15:53
8504883309
cor'lM PLANNING
PAGE 02/84
.
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call homeN
CHARLIE CRIST
Governor
THOMAS G, PELHAM
$e::re\;ll)'
Scptem be.r 21 , 20 J 0
Mr. Raymond Bellows, Ale?
Planning Manager
Zoning Services Section.
Department of Land Development Services
Grovrth Management Divisioo - Planning & Regulation
2800 N. Horseshoe Driye
Naples, Florida 34J04
RE: Town of A.ve Marie. Development of Regional Impact
Dear Mr. BeUows:
On August 20,2010, the Department issued a letter responding to your questiol1::1
regarding the internal movement ofcommerciallancl uses in the Tow'n of Ave Maria
Development of Regional Impac,t (DRl) and whctherthe Department concurred "',lith the
Southwest Florida Regional Planning Council (Daniel Trescott) that such movement does not
require a Notice of Proposed Change (NOPe) pursuant to sub-paragraph 38Q,06(19)(e)2.1,
Florida Statutes (F.S,). Sub-paragra.ph 380.06(19)(c)2.1, F.S., states, in, part, that thefollowing
changes. il1divid.w;r!(y or cumulc:five~y with any previous changes, are not substantia! deviations:
I, Any other change which the srate land planning agency, in consultation with the regional
plann.ing cou!1cil, agrees in writing is similar ill nature. impact; or character 10 the changes
enumerated in sub-paragraphs a-:/. and which docs not create'the likelihood of any additional
regional impact. The Department's August 20t11 1ctte,t stated that there was a lack of informatioll
for the Depaj1:ment to concur that an NOPC would not be required.
The Depa..-trnent has received addWonal information regarding the location and extent of
tJJe ilitemat movement of la:nd uses aDd reevaluated wbether such a change would meet the
requirem.ents ofsub-paragmpb 3&O.06(l9)(c)2.1, F,S. The internal movement, or change, is to
revise the Town of Ave Maria SRA Master Plan to relocate 50 acres ofTowtl Center as follows:
(1) divide TO.....'11 Center 2 itlto Town Center 2a aJld 2b; arid (2) Town Center 2b will be moved
away from its cunent location along Camp Keais Road to an area witl1 frontage alol1,g Oil Well
Road as shown OD the attached revi.sed SRA Master Plan. The cha..T'J.ge does not change
entitlements ofilia project, The change relocates an access point along Oil WeH Road but does
not increase the number of access points along Oil Well Road. The Department agrees thnt the
z S 5 S S HUM A ROO A K 80 U LEV A R 0 + TAL LA HAS SEE, F L ;3 23 9 ll.- 2100
8;;0-466-8466 (p) i 850-921-0791 (I) . Webllita: www.dce.state.rl.us
. COMMUJ.l1TY pl-ANNtNO 85D"'96.2350 fl.) BOO.4W-c",vn (I! . FLORIDA COMMUNITIES TAU!;T 1l5O.ll22-220i (;.0) er.o.nl.17H (fl .
. HOUfiI"'G /\NO COMMUNITY <;>!:NCLOPMe,r. 85O-<<OS.795B I,,) BSO-\l~2.=3 m .
EXHIBIT B
Agenda Item No, 7 A
January 11, 2011
Page 138 of 139
09/27/2810 15:53
8513488330g
CO(l-l~1 PLANNIHG
PAGE 133/04
Iv1r. Ray Bellows, ATCP
September 21,2010
Page 2
proposed change is similar in impact to the changes enumcfEited in sub-paragraphs
380.06(19)(e)2.a-j, F.S'., and does not create file likelihood of any additional regional impact.
Thus, pursuant to sub-paragraph 380,06(l9)(e)2.!, F.S., the proposed change does not require lbe
filing of a notice of proposed change. However, an application to Collier County to amend the
DR! development order (Exhibit C: SRA Master Plan) in accordance with the County's
procedures for amendment of a development order is required; and if approved, the County rolL'lt
render the amended development order to the Department.
If you have any questions regarding this matter, please c.ontact Brenda Winningham,
Regional Planning Administrator, at (850) 922~ 1800 or Scott Rogers. Principal Planner, at (850)
922-1758.
~;X;M ~IJ~J
Mike ,McDl:'.niel
Chief, Office of Comprehensi ve Planning
MM/sr
Aliacluncnts: Tc,vm of Ave r-,'larie SR..!.\. Master Plan (revised 1\1arch 2010)
cc: Nick CBsalanguida, Collier County
Dalliel Trescott, SV/FRPC
George Var.muioe, Cheffy Passido!ilo, P.A.
Agenda Item NO.7 A
January 11, 2011
Page 139 of 139
89/27/2018 15:53
85048833B9
CO".1M PLANNING
PAGE 04/0<1
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Agenda Changes
Board of County Commissioners Meeting
January 11, 2011
Withdraw Item 6B: Public Petition request by Keith M. Sowers requesting the Board of County Commissioners
consider his request to participate in the Impact Fee Payment Assistance Program for the proposed U-Save Grocery
Store in Immokalee. (Petitioner's request)
CONTINUE COMPANION ITEMS: 7A" 7B AND lOB
TO THE FEBRUARY 22" 2011 BCC MEETING:
TOWN OF AVE MARIA DOA-PL-2010-1751, SRAA-
PL2010-1988 AND FINAL PLAT. (PETITIONER'S
REQUEST)
Add Item 9D: Recommendation that the Collier County Airport Authority rescind Collier County Airport
Authority Administrative Code Policy No. 631 and require all rates and fees charged at the airports be set,
and all airport related agreements and leases, be approved by the Collier County Airport Authority.
(Commissioner Hiller's request)
Move Item 16Cl to Item 10F: Recommendation to award Contract #10-5599 to Stantec Consulting Services,
Inc., in the amount of $341,534, Construction Engineering Inspection Services for the first stage of Phase IV of
the South RO Well field Raw Water Transmission Main Repair Project, Project #70030. (Staff's request)
Move Item 16F2 to Item 10E: Recommendation for the Board to approve an economic development agency
report required by Section 125.045, Florida Statutes and authorize the County Manager to submit a copy of
the report to The Office of Economic and Demographic Research. (Commissioner Hiller's request)
Withdraw Item 16H5: Commissioner Fiala requests Board approval for reimbursement regarding
attendance at a function serving a Valid Public Purpose. Attended the Marco Island Area Chamber of
Commerce Annual Installation Celebration and Leadership Marco Graduation on January 9, 2011 on Marco
Island, FL. $75 to be paid from Commissioner Fiala's travel budget. (Commissioner Fiala's request)
Withdraw Item 16K2: Recommendation to approve an increase in the purchase order for Grant, Fridkin, Pearson,
Athan & Crown to a total of $115,000 for the case of Ker Enterprises, Inc., d/b/a Armadillo Underground v.
APAC-Southeast, Inc. v. Collier County, Case No. 09-8724-CA, now pending in the Circuit Court of the Twentieth
Judicial Circuit in and for Collier County, Florida. (Vanderbilt Beach Road Project 63051)
(Fiscal Impact an additional $50,000) (County Attorney's request)
Note:
Correction to Item 16D7: In the Executive Summary, the Staff Recommendation section should read, "To approve and
authorize the Chairman to sign three (3) lien agreements for deferral" rather than two (2) agreements for deferral.
Time Certain Items:
Item 5D to be heard at 10:00 a.m.
Item 12A to be heard at 1:00 p.m.
Agenda Item No. 78
January 11, 2011
Page 1 of 129
EXECUTIVE SUMMARY
A Resolution amending Resolution Numbers 2004-89 and 200S-234A for the Town of Ave
Maria Stewardship Receiving Area to revise the SRA Master Plan to divide Town Center 2
into Town Center 2a and Town Center 2b; to relocate Town Center 2b to Oil Well Road
and to relocate an access point on Oil Well Road. The property is located north of Oil Well
Road and west of Camp Keais Road in Sections 31 through 33, Township 47 South, Range
29 East and Sections 4 through 9 and 16 through 18, Township 48 South, Range 29 East in
Collier County, Florida. (Petition SRAA-PL2010-1988) [Companion to DOA-PL2010-17S1
OBJECTIVE:
To have the Board of County Commissioners (BCC) review staffs findings and
recommendations along with the recommendations of the Collier County Planning Commission
(CCPC) regarding the above referenced petition and render a decision regarding this petition;
and ensure the project is in harmony with all the applicable codes and regulations in order to
ensure that the community's interests are maintained.
CONSIDERA TIONS:
This Stewardship Receiving Area (SRA) amendment resolution proposes to revise the SRA
Master Plan to divide Town Center 2 into Town Center 2a and Town Center 2b and to relocate
Town Center 2b to Oil Well Road and to relocate an access point on Oil Well Road.
In staffs review, staff considered, and primarily focused upon, this request's compatibility with
adjacent land uses, and the criteria listed in Land Development Code Sections 4.08.07.E.l and
4.08.07.A.l and the Growth Management Plan.
FISCAL IMPACT:
The County collects impact fees prior to the issuance of building permits to help offset the
impacts of each new development on public facilities. These impact fees are used to fund
projects identified in the Capital Improvement Element of the Growth Management Plan as
needed to maintain adopted Level of Service (LOS) for public facilities. Additionally, in order
to meet the requirements of concurrency management, the developer of every local development
order approved by Collier County is required to pay a portion of the estimated Transportation
Impact Fees associated with the project in accordance with Chapter 74 of the Collier County
Code of Laws and Ordinances. Other fees collected prior to issuance of a building permit include
building permit review fees. Finally, additional revenue is generated by application of ad
valorem tax rates, and that revenue is directly related to the value of the improvements. Please
note that impact fees and taxes collected were not included in the criteria used by staff and the
Planning COlmnission to analyze this petition.
Town of Ave Maria, SRAA-PL2010-1988
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 1 of4
Agenda Item No. 78
January 11, 2011
Page 2 of 129
For this petition, the Deputy Administrator directed staff to collect only the estimated advertising
fees of $1,425 not the total SRA amendment fee of $10,000 (subject to final BCC approval),
because the information required for this amendment application and the companion
Development of Regional Impact (DRI) Development Order amendment application provide the
same information as administrative amendment petition number SRAA-PL2010-313 wherein the
full fee of $1 0,000 was collected.
GROWTH MANAGEMENT PLAN (GMP) IMP ACT:
Comprehensive Planning Staff has reviewed this petition and has found it consistent with the
applicable policies of the Future Land Use Element. A detailed analysis of the project's
consistency with the FLUE, Transportation Element and the Conservation and Coastal
Management Element is contained in the attached Staff Report.
COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION:
This item was heard by the CCPC at the December 2, 2010 hearing, and by a vote of 6 to 3 the
CCPC voted to forward this petition to the Board of County Commissioners (BCC) with a
recommendation of approval.
Because the CCPC approval recommendation was not unanimous, this petition cannot be placed
on the Summary Agenda.
LEGAL CONSIDERATIONS:
This is an amendment to the Master Plan of the Ave Maria Stewardship Receiving Area. The
burden falls upon the applicant for the amendment to prove that the proposal is consistent with
all of the criteria set forth below. The burden then shifts to the Board of County Commissioners
(BCC), should it consider denial, that such denial is not arbitrary, discriminatory or
unreasonable. This would be accomplished by finding that the amendment does not meet one or
more of the listed criteria.
Criteria for SRA Amendment
1. Consider: Compatibility with adjacent land uses.
2. Consider: An SRA must contain sufficient suitable land to accommodate the
planned development.
3. Consider: Residential, commercial, manufacturing/light industrial, group housing,
and transient housing, institutional, civic and community service uses within an SRA
shall not be sited on lands that receive a natural Resource Index value of greater than
1.2.
Town of Ave Maria, SRM-PL2010-1988
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 2 of 4
Agenda Item No. 7B
January 11, 2011
Page 3 of 129
4. Consider: Conditional use essential services and governmental essential services,
with the exception of those necessary to serve permitted uses and for public safety,
shall not be sited on land that receives a Natural Resource Index value of greater than
1.2, regardless of the size of the land or parcel.
5. Consider: Lands or parcels that are greater than one acre and have an Index Value
greater than 1.2 shall be retained as open space and maintained in a predominantly
natural vegetated state.
6. Consider: Open space shall also comprise a minimum of thirty-five percent of the
gross acreage of an individual SRA Town, Village, or those CRDs exceeding 100
acres. Gross acreage includes only that area of development within the SRA that
requires the consumption of Stewardship Credits.
7. Consider: As an incentive to encourage open space, open space on lands within an
SRA located outside of the ACSC that exceeds the required thirty-five percent
retained open space shall not be required to consume Stewardship Credits.
8. Consider: An SRA may be contiguous to an FSA or HSA, but shall not encroach
into such areas, and shall buffer such areas as described in LDC Section 4.08.07 J.6.
An SRA may be contiguous to, or encompass a WRA.
9. Consider: The SRA must have either direct access to a County collector or arterial
road or indirect access via a road provided by the developer that has adequate
capacity to accommodate the proposed development in accordance with accepted
transportation planning standards.
10. Consider: Conformity of the proposed SRA with the goals, objectives, and policies
of the GMP.
11. Consider: Suitability criteria described in Items 2 through 9 above [LDC Section
4.08.07 A. 1.] and other standards ofLDC Section 4.08.07.
12. Consider: SRA master plan compliance with all applicable policies of the RLSA
District Regulations, and demonstration that incompatible land uses are directed
away from FSAs, HSAs, WRAs, and Conservation Lands.
13. Consider: Assurance that applicant has acquired or will acqUIre sufficient
Stewardship Credits to implement SRA uses.
14. Consider: Impacts, including environmental and public infrastructure impacts.
The BCC must base its decision upon the competent, substantial evidence presented by the
written materials supplied to it, including but not limited to the Staff Report, Executive
Summary, maps, studies, letters from interested persons and the oral testimony presented at the
Town of Ave Maria, SRAA-PL2010-1988
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 3 of4
Agenda Item No. 78
January 11, 2011
Page 4 of 129
BCC hearing as these items relate to these criteria. The proposed Resolution was prepared by the
County Attorney's Office. This Executive Summary has been reviewed for legal sufficiency and
is legally sufficient for Board action. (HF AC)
RECOMMENDATION:
Staff recommends that the Board of County Commissioners:
1) Approve the request for SRAA-PL2010-1988, the Town of Ave Maria; subject to the
CCPC conditions of approval, which have been incorporated into the attached resolution
for approval; and
2) Approve the administrative adjustment in fees from $10,000, to the estimated advertising
costs of$1,425 only.
PREPARED BY:
Kay Deselem, AICP, Principal Planner, Land Development Services
Growth Management Division, Planning and Regulation
Attachments: 1) Staff Reports
2) Resolution
3) Application
Town of Ave Maria, SRAA-PL2010-1988
Revised 12/3/10
BCC Hearing Date 12/14/10
Page 4 of 4
Agenda Item No. 78
January 11, 2011
Page 5 of 129
Due to an advertising error, this item has been continued
to the January 11, 2011 Bee Meeting.
Item Number:
Item Summary:
Meeting Date:
Agenda Item No. 78
January 11, 2011
Page 6 of 129
COLLIER COUNTY
BOARD OF COUNTY COMMISSIONERS
7B
This item continued from the December 14, 2010 BCC Meeting. This item requires that all
participants be sworn in and ex parte disclosure be provided by Commission members: A
Resolution amending Resolution Numbers 2004-89 and 2005-234A for the Town of Ave
Maria Stewardship Receiving Area to revise the SRA Master Plan to divide Town Center 2
into Town Center 2a and Town Center 2b; to relocate Town Center 2b to Oil Well Road and
to relocate an access point on Oil Well Road. The property is located north of Oil Well Road
and west of Camp Keais Road in Sections 31 through 33, Township 47 South, Range 29
East and Sections 4 through 9 and 16 through 18, Township 48 South, Range 29 East in
Collier County, Florida. (Petition SRAA-PL2010-1988)[Companion to DOA-PL2010-1751]
1/11/2011 9:00:00 AM
Prepared By
Kay Deselem, AICP
Community Development &
Environmental Services
Planner, Principal
Date
Zoning & Land Development Review
11/17/20102:46:54 PM
Approved By
Judy Puig
Community Development &
Environmental Services
Operations Analyst
Community Development &
Environmental Services
Date
11/17/20103:39 PM
Approved By
Nick Casalanguida
Transportation Division
Director - Transportation Planning
Date
Transportation Planning
11/18/20101:07 PM
Approved By
Ray Bellows
Community Development &
Environmental Services
Manager - Planning
Date
Zoning & Land Development Review
11/18/20106:37 PM
Approved By
William D. Lorenz, Jr., P.E.
Community Development &
Environmental Services
Director - CDES Engineering Services
Date
Engineering & Environmental Services
11/20/201010:52 AM
Approved By
Norm E. Feder, AICP
Transportation Division
Administrator - Transportation
Date
Transportation Administration
11/22/201010:35 AM
Approved By
Heidi F. Ashton
County Attorney
Section Chief/Land Use-Transportation
Date
County Attorney
12/1/20102:30 PM
Approved By
Jeff Klatzkow
County Attorney
Date
Agenda Item No. 7B
January 11, 2011
Page 7 of 129
Approved By
OMB Coordinator
County Manager's Office
12/3/201010:14 AM
Date
Office of Management & Budget
12/3/2010 12:37 PM
Approved By
Therese Stanley
Office of Management &
Budget
Manager - Operations Support - Trans
Date
Approved By
Leo E. Ochs, Jr.
County Managers Office
Office of Management & Budget
12/3/20104:18 PM
County Manager
Date
County Managers Office
12/5/20102:41 PM
Agenda Item No. 78
January 11, 2011
Page 8 of 129
Co~er County
-- .,-~. ..-
STAFF REPORT
TO: COLLIER COUNTY PLANNING COMMISSION
FROM: ZONING SERVICES--LAND DEVELOPMENT SERVICES DEPARTMENT
GROWTH MANAGEMENT DIVISION--PLANNING & REGULATION
HEARING DATE: DECEMBER 2,2010
SUBJECT: SRAA-PL2010-1988, THE TOWN OF AVE MARIA STEWARDSHIP
RECEIVING AREA (SRA) [COMPANION TO PETITION NUMBER DOA-
PL2010-1751]
PROPERTY OWNER &APPLICANT/AGENTS:
Owner/Applicant
Agents:
David Genson, P .E.
Ave Maria Development, LLLP
2600 Golden Gate Pkwy.
Naples, FL 34105
REQUESTED ACTION:
George Varnadoe, Esq.
Cheffy Passidomo
821 Fifth Ave S., Suite 201
Naples, FL 34102
Alan D. Reynolds, AICP
WilsonMiller Stantec
3200 Bailey Lane, Suite 200
Naples, FL 34105
The petitioner is requesting an amendment to the Town of Ave Maria SRA to revise the Master
Plan to divide the Town Center 2 tract into Town Center 2a and 2b, and to relocate the roadway
connections on Oil Wellltoad.
GEOGRAPHIC LOCATION:
The subject property, consisting of 5,027 acres, is located on the north side of Oil Well Road, the
west side of Camp Keais Road and approximately 6,000 feet south of Immokalee Road (CR-846).
The property lies within Sections 4-9 & 16-18, Township 48 South, Range 29 East and Sections
31-33 Township 47 South, Range 29 East. (See the location map on following page)
PURPOSEIDESCRIPTION OF PROJECT:
This petition is amending the SRA resolution (Resolutions No. 2004-89 and 2005-234A) pursuant
to Section 4.08.07 of the Collier County Land Development Code. That amendment requests
approval of a Master Plan amendment to divide Town Center 2 into Town Center 2a and 2b,
moving Town Center 2b, approximately 50 acres in size, from Camp Keais Road to a site along
Oil Well Road as depicted on the attached SRA Master Plan. In addition, the petitioner is
relocating access points along Oil Well Road. The westernmost access point is being moved to
accommodate the Town Center 2b relocation.
Town of Ave Maria SRA, SRAA-PL2010-1988 Page 1 of 7
December 2,2010 CCPC
Rev 3: 11/19/10
Agenda Item No. 7B
January 11, 2011
Page 9 of 129
This petition is a companion petition to a Development of Regional Impact (DRI) Development
Order (DO) amendment to make the same changes to the DRI DO. The DR! petition is identified
as
PROPOSED TOWN CENTER 2 CHANGES
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December 2,2010 CCPC
Rev 3: 11/19/10
Page 2 of?
Agenda Item No. 78
January 11, 2011
Page 10 of 129
Excerpt from original SRA Master Plan
showing original designation of area along Oil Well Road
Excerpt from proposed SRA Master Plan
showing the re-designation of Town Center 2a
Area of change
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Excerpt from proposed SRA Master Plan
showing the relocation area for Town Center 2b
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2, 2010 CCPC
Rev 3: 11/19/10
Page 3 of 7
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Agenda Item No. 7B
January 11, 2011
Page 11 of 129
PROPOSED ACCESS POINT DIFFERENCES
- Approved access point
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GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY:
Future Land Use Element (FLUE): The subject property is designated on the Future Land Use
Map and Map Series as Agriculture/Rural, Agriculture/Rural Mixed Use District and is within the
Rural Lands Stewardship Area Overlay (RLSA). The Town of Ave Maria is an approved and
partially developed Stewardship Receiving Area (SRA) and Development of Regional Impact
(DRI), both of which were deemed consistent with the Future Land Use Element at time of
approval in 2005. This petition seeks to amend the SRA Master Plan (through a public hearing
process) to divide the Town Center 2 Tract into two parts, Town Center 2a and 2b, and relocate
Town Center 2b from along Camp Keais Road to along Oil Well Road (CR 858). The SRA
document and Master Plan is incorporated by reference into the DRI Development Order. A
companion petition (DOA-PL2010-1751) is seeking the same amendment.
Based upon the above analysis, staff finds that the proposed amendment to the Town of Ave Maria
SRA may be deemed consistent with the Future Land Use Element of the Growth Management
Plan.
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2, 2010 CCPC
Rev 3: 11/19/10
Page 4 of 7
Agenda Item No. 78
January 11, 2011
Page 12 of 129
STAFF REVIEW:
Zoning Review: The proposed amendment changes comply with the requirements of the SRA
procedures set forth in LDC Section 4.08.07. In compliance with LDC Section 4.08.07.E, the
proposed changes are not in conflict with any SRA suitability criteria, RLSA District regulations.
The proposed changes continue to direct incompatible land uses away from FSAs, HSAs, WRAs,
and Conservation Lands. The petitioner has already demonstrated that he has acquired or will
acquire sufficient Stewardship Credits to implement the SRA uses. The proposed changes should
not have negative including environmental and public infrastructure impacts. The proposed
amendment does not change the overall approved uses, increase the overall approved density or
overall use intensity, nor changes the perimeter boundaries of the SRA (or DRI), but it does change
the location of permitted uses. The relocated Town Center 2b will intensify the uses in that area
since that area is currently designated Neighborhood General. Neighborhood General is a
residential area whereas the Town Center area allows for more intense commercial uses.
Transportation Review: Transportation Planning staff has reviewed the Ave Maria SRA
Amendment and has determined that the proposed amendments do not present an additional impact
on the adjacent roadway network. Transportation Planning Staff provided the following
comments:
[Transportation Planning staff} has no objection to [the] relocation of 465,000 square feet
of approved commercial [area] within the site. The traffic analysis looks at a 2012 buildout
of this square footage, and includes a 5-year analysis. [There is] no change to net external
[approved] trip generation.
As such, the roadway network has sufficient capacity to accommodate this project within the 5-
year planning period, and staff recommends that this project be found consistent with Policy 5.1 of
the Transportation Element of the Growth Management Plan (GMP).
A letter from the applicant's traffic engineer was submitted with the companion DR! DO
amendment application in lieu of a Traffic Impact Statement (TIS). Since the issues are identical,
staff did not require additional information to be submitted for this SRA amendment. In the
opinion of Staff, that letter addresses this project's existing traffic impacts and recognizes that
there are minimal changes to the distribution characteristics of the overall project; though nothing
is indicated that would impact the project's consistency with GMP Transportation Element Policy
5.1. Mitigation requirements have been previously addressed and satisfied in prior approvals.
COUNTY ATTORNEY OFFICE REVIEW:
The County Attorney Office has reviewed the staff report for this petition revised on November 10,
2010.
ST AFF RECOMMENDATION:
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2,2010 CCPC
Rev 3: 11/19/10
Page 5 of 7
Agenda Item No. 7B
January 11, 2011
Page 13 of 129
Staff recommends that the Collier County Planning Commission (CCPC) forward Petition SRAA-
PL2010-1988 to the Board of County Commissioners (BCC) with a recommendation of approval as
described by the accompanying resolution.
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2, 2010 CCPC
Rev 3: 11/19/10
Page 6 of 7
Agenda Item No. 78
January 11, 2011
Page 14 of 129
PREPARED BY:
KAY DESELEM, AICP, PRINCIPAL PLANNER
DEPARTMENT OF LAND DEVELOPMENT SERVICES
DATE
REVIEWED BY:
RAYMOND V. BELLOWS, ZONING MANAGER
DEPARTMENT OF LAND DEVELOPMENT SERVICES
DATE
WILLIAM D. LORENZ, JR., P.E., DIRECTOR
DEP ARTMENT OF LAND DEVELOPMENT SERVICES
DATE
APPROVED BY:
NICK CASALANGUIDA, DEPUTY ADMINISTRATOR
GROWTH MANAGEMENT DIVISION
DATE
COLLIER COUNTY PLANNING COMMISSION:
MARKP. STRAIN, CHAIRMAN
DATE
Tentatively scheduled for the December 14, 2010 Board of County Commissioners Meeting
Town of Ave Maria SRA, SRAA-PL2010-1988
December 2,2010 CCPC
Rev: 11/9/10
Page 7 of 7
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Agenda Item No. 78
January 11, 2011
Page 17 of 129
RESOLUTION NO. 10 -
A RESOLUTION AMENDING RESOLUTION NUMBERS
2004-89 AND 2005-234A FOR THE TOWN OF AVE MARIA
STEW ARDSmp RECEIVING AREA TO REVISE THE SRA
MASTER PLAN TO DIVIDE TOWN CENTER 2 INTO
TOWN CENTER 2a AND TOWN CENTER 2b; TO
RELOCATE TOWN CENTER 2b TO OIL WELL ROAD
AND TO RELOCATE AN ACCESS POINT ON OIL 'VELL
ROAD. THE PROPERTY IS LOCATED NORTH OF OIL
WELL ROAD AND WEST OF CAMP KEAlS ROAD IN
SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH,
RANGE 29 EAST AND SECTIONS 4 THROUGH 9 AND 16
THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST
IN COLLIER COUNTY, FLORIDA. (PETITION SRAA-
PL2010-1988)
WHEREAS, the Board of County Commissioners approved the Tovm of Ave Maria
Stewardship Sending Area (SRA) by Resolution No. 2004-89 on March 23, 2004 and Resolution
No. 2005-234A on June] 4,2005; and
"VHEREAS, as part of the approval of the SRA, the Board approved the Ave Maria
T own Plan and Master Plan; and
'WHEREAS, Ave Maria Development LLLP has applied for an amendment to the Ave
Maria Mastcr Plan in accordance with Section 4.08.07.FA. of the LDC and Appendix D of the
Ave Maria Town Plan.
NO''', THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:
1. The Master Plan is hereby amended and replaced Vllith the Master Plan
attached hereto as Exhibit "A" to this Resolution.
2. Except as set forth herein, the Ave Maria Town Plan shall remain in full
force and effect.
BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this
Board.
This Resolution adopted this
and favorable vote. (_ - ---'>
day of
, 2010, after motion, second,
Ave Maria Town Center I SRAA-PL20 10-1 988
] 1/08/]0 1 of 2
ATTEST:
DWIGHT E. BROCK, CLERK
, Deputy Clerk
Approved as to form
and legal sufficiency:
Heidi Ashton-Cicko
Assistant County Attorney
,n.L.
\1\1\ ,0
\\\ q, \
Attachment: Exhibit A - SRA Master Plan
CP\IO-CPS-O] 07]\3
Ave Maria Town Center I SRAA-PL20]0-1988
11/08/10 20f2
Agenda Item No. 78
January ii, 2011
Page 18 of 129
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
BY:
FRED W. COYLE, Chairman
Agenda Item No. 78
January 11, 2011
Page 19 of 129
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Agenda Item No. 78
January 11, 2011
Page 20 of 129
8F
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RESOLUTION 2004. 8~
A RESOLUTION OF THE COlliER COUNTY
BOARD OF COUNTY COMMISSIONERS
DESIGNATING 960 ACRES WITHIN THE RURAL
LAND STEWARDSHIP AREA ZONING OVERLAY
DISTRICT AS A STEWARDSHIP RECEIVING
AREA, APPROVING THE PRELIMINARY
STEWARDSHIP RECEIVING AREA CREDIT
AGREEMENT FOR AVE MARIA, AND
ESTABLISHING THE NUMBER OF
STEWARDSHIP CREDITS BEING UTILIZED BY
THE DESIGNATION OF AVE MARIA
STEWARDSHIP RECEIVING AREA
WHEREAS, New Town Development L.L.L.P., a Florida limited liability limited
partnership ("Applicant") has applied for Stewardship Receiving Area designation
pursuant to Section 2.2.27.10 D. of the Collier County land Development Code ("LOC")
for the initial phases of Ave Maria University and the town of Ave Maria (herein jointly
referred to as "Ave Maria SRA"), which is approximately nine hundred and sixty (960)
acres in size; and
WHEREAS, the development provided for within Ave Maria SRA will constitute a
development of regional impact pursuant to Section 380.06, Florida Statutes; and
WHEREAS, Collier County Staff and the Collier County Planning Commission
have reviewed the SRA Designation Application ("Application"), along with all support
documentation and information required by lDC Section 2.2.2710.E. & F., and
determined that the Application is consistent with the Rural Lands Stewardship Area
Zoning Overlay District, and requirements of Section 2.2.27 of the LOC, specifically the
suitability criteria of Section 2.2.27.1 0.A.1 of the LOC; and
WHEREAS, Applicant has demonstrated its ownership of the necessary
Stewardship Sending Area ("SSA") Stewardship Credits to be utilized by the Ave Maria
SRA by its approved SSA Credit and Easement Agreements for Areas 1 through 4;
and
WHEREAS, Applicant seeks to utilize a portion of the Stewardship Credits
generated from the Board's designation of BCI/BCP SSAs 1-4, respectively, to entitle
designation of the Ave Maria SRA.
NOW, THEREFORE, be it resolved by the Board of County Commissioners of
Collier County, Florida (the "Board"), that:
I'
Agenda Item No. 78
January 11, 2011
Page 21 of 129
8F ~
1.
The Board hereby approves and designates as the Ave Maria SRA the
nine hundred and sixty (960) acres described in the legal description
attached as Exhibit "A", subject to the requirements of the Ave Maria
Development Document and the Stipulations attached to this Resolution
as Exhibit 'C'.
2.
The Board hereby approves the Preliminary Stewardship Receiving Area
Credit Agreement, a copy of which is attached hereto as Exhibit "B:
requiring Applicant to transfer and assign five thousand and sixty-four
(5064) Stewardship Credits to Collier County.
3.
The Preliminary Stewardship Receiving Area Credit Agreement itself has
attached thereto as exhibits a Master Plan and land Use Summary which
identify the number of units, gross leaseable square footage of retail and
office uses, and the other land uses depicted on the Ave Maria Master
Plan, all of which are likewise hereby approved.
THIS RESOLUTION ADOPTED this 23rd day of March, 2004, after a Motion,
seconded, and majority vote favoring same.
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
By:
~, d'L4(k
D NNA FIALA, Chairman
lleml/ ?/
-
Agendq.4'~
Dale -----Z-
Date .uLt' /J
Rec'd ~
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New Directions In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 22 of 129
8F
EXHIBIT "A"
DESCRIPTION OF PART OF
SECTIONS 4, 5, 8, 9,16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA.
(P.DA LANDS)
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLlER
COUNTY, FLORIDA;
THENCE NORTH 01004'10' WEST 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF OIL WELL
ROAD THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 88057'06" WEST 152.15 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 01007'23" WEST 300.01 FEET;
THENCE NORTH 88056'07" EAST 25.00 FEET;
THENCE NORTH 01007'23" WEST 828.81 FEET;
THENCE 233.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,565,00
FEET THROUGH CENTRAL ANGLE OF 05013'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01029'17" EAST 233.72 FEET;
THENCE NORTH 04005'59" EAST 217,57 FEET; .
THENCE 201.69 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE vilEST HAVING A RADIUS OF 2,435.00
FEET THROUGH CENTRAL ANGLE OF 04044'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01043'37" EAST 201.63 FEET;
THENCE NORTH 00038'46" WEST 3,447.26 FEET;
THENCE NORTH 90000'00. WEST 88.21 FEET;
THENCE NORTH 00037'28" WEST 68.71 FEET;
THENCE SOUTH 89050'44" WEST 459.34 FEET;
THENCE NORTH 14018'07" EAST 815.51 FEET;
THENCE 262,16 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 1,704.00 FEET THROUGH A CENTRAL ANGLE OF 08048'54" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 27044'52" WEST 261.90 FEET;
THENCE NORTH 23020'25" WEST 200.98 FEET;
THENCE 174.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
2,856.00 FEET THROUGH CENTRAL ANGLE OF 03030'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 25005'43" WEST 174.92 FEET;
THENCE NORTH 26051'00" WEST 376.20 FEET;
THENCE 408.42 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
942.00 FEET THROUGH CENTRAL ANGLE OF 24050'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 39016'15" WEST 405.23 FEET;
THENCE NORTH 51"41'30"WEST 198,82 FEET;
THENCE 625.00 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
944.00 FEET THROUGH CENTRAL ANGLE OF 37056'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 32043'28" WEST 613.65 FEET;
THENCE NORTH 13045'26" WEST 203.04 FEET;
THENCE 450.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
656,00 FEET THROUGH CENTRAL ANGLE OF 39023'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 33027'02" WEST 442.13 FEET;
THENCE NORTH 53"08'38~' WEST 165.44 FEET;
THENCE 850.96 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
1,134.00 FEET THROUGH CENTRAL ANGLE OF 42"59'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 31"38'47" WEST 831.13 FEET;
THENCE NORTH 10008'56" WEST 331.86 FEET;
THENCE NORTH 79044'18" WEST 326.16 FEET;
THENCE NORTH 70006'21" WEST 478.54 FEET;
THENCE NORTH 76056'51" WEST 752.14 FEET;
THENCE NORTH 73056'33" WEST 22.49 FEET;
THENCE NORTH 11021'52" EAST 53.64 FEET;
THENCE NORTH 06058'17"WEST 43.67 FEET;
THENCE NORTH 60020'46" EAST 94.06 FEET;
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OfflcflS stratflglcally locatfld to ssrvs our cllsnts BOO. 649. 4336
0/'5/200:;, 128<&3 Voc D1I- ~RllfaplsS/Corporats OHles 3200 Bailey Lane, Suite 200 .. Naples, Florida 34105 .. 239.649.4040 .. Fax 239.643.5716
wllsonmllisr. com
WlIsanMlIIsOne. -"F!. Lie." LC-C000170
WI/808Mlllef
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New Directions In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 23 of 129
DESCRlPTlON OF P AllT OF
SECTIONS 4, 5, S, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PAllT OF SECTIONS 31. 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 BAST,
COUBR COUNTY. FLORIDA.
(S.RA LANDS)
8F
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52022'OB" EAST 29,10 FEET:
THENCE NORTH 05013'1S" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST 185.10 FEET;
THENCE NORTH OS055'50" WEST 66.36 FEET;
THENCE NORTH 08035'26" WEST 70. 11 FEET;
THENCE NORTH 03030'2B~ EAST 24.24 FEET;
THENCE NORTH 09022'2S" EAST 32.62 FEET;
THENCE NORTH 32003'11" EAST 61.35 FEET;
THENCE NORTH 41059'52" EAST 54.16 FEET;
THENCE NORTH 46038'59" EAST 44.15 FEET;
THENCE NORTH 40019'34" EAST 80.40 FEET;
THENCE NORTH 39030'46" EAST 42.43 FEET;
THENCE NORTH 52007'39" EAST 71.16 FEET;
THENCE NORTH 60017'11" EAST 55.95 FEET;
THENCE NORTH 68043'34" EAST 63.02 FEET;
THENCE NORTH 86012'19" EAST 41.51 FEET;
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET;
THENCE NORTH 69031'07" EAST 36.80 FEET;
THENCE NORTH 75"37'20" EAST 34.34 FEET;
THENCE SOUTH 72008'39" EAST 57.43 FEET;
THENCE SOUTH 56052'50" EAST 70.22 FEET; :',/1
THENCE SOUTH 56052'18" EAST 99.31 FEET; : I
THENCE SOUTH 70035'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET;
THENCE NORTH 85047'37" EAST 52.90 FEET;
THENCE NORTH 77"16'18" EAST 51.33 FEET;
THENCE NORTH 64020'23" EAST 9.49 FEET;
THENCE NORTH 23058'25" EAST 60.47 FEET;
THENCE NORTH 39"27'42" EAST 136.05 FEET;
THENCE NORTH 18012'03" EAST 123.70 FEET;
THENCE NORTH 16026'30" WEST 137.54 FEET;
THENCE NORTH 45055'34" WEST 133.51 FEET;
THENCE NORTH 84043'21" WEST 101.26 FEET;
THENCE SOUTH 87006'53" WEST 375.05 FEET;
THENCE SOUTH 86031'55" WEST 296.36 FEET;
THENCE NORTH 02029'11" WEST 3,104.72 FEET;
THENCE NORTH 76023'06" WEST 610.78 FEET;
THENCE NORTH 31001'09" EAST 504.09 FEET;
THENCE NORTH 02029'11" WEST 1,017.09 FEET;
THENCE NORTH 87030'49" EAST 308.56 FEET;
TH ENCE NORTH 02029'11" WEST 304.14 FEET;
THENCE SOUTH 87030'49" WEST 1,366.76 FEET;
THENCE NORTH 02029'11" WEST 1,235.57 FEET;
THENCE SOUTH 87030'49" WEST 12S.48 FEET;
THENCE 56.19 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 359.94
FEET THROUGH A CENTRAL ANGLE OF 08056'38", SUBTENDED BY A CHORD WHICH BEARS SOUTH 89029'57"
WEST, 56.13 FEET;
THENCE 290.41 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 1,317.54
FEET THROUGH A CENTRAL ANGLE OF 12037'44" SUBTENDED BY A CHORD WHICH BEARS SOUTH 87039'25"
WEST 289.82 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 63.22 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH. HAVING A RADIUS OF 545.85
FEET THROUGH A CENTRAL ANGLE OF 06038'08" SUBTENDED BY A CHORD WHICH BEARS SOUTH 84039'37"
WEST 63.18 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 51.02 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF
30.00 FEET THROUGH A CENTRAL ANGLE OF 97026'06" SUBTENDED BY A CHORD WHICH BEARS SOUTH 39015'38"
WEST 45.09 FEET;
THENCE 301.67 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,227.89 FEET THROUGH A CENTRAL ANGLE OF 14004'35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02042'13" EAST 300.91 FEET;
8J1~l)()3... 12.6483 Ver. D1t~ LMIIIer
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03786-OO1.QOO. . 0
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New Directions In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 24 of 129
DESCRIPTION OF PART OF
SECTIONS., 5, 8, 9, 16. AND 17. TOWNSHIP <18 SOUl1i, RANGE 29IlAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOtlIH,RANGE29 EAST,
COLIBR COUNTY, FLORIDA.
(S,R.A lANDS)
8F
.:.
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THENCE 124.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 499.46 FEET THROUGH A CENTRAL ANGLE OF 14014'20" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 02047'00" EAST 123.80 FEET;
THENCE SOUTH 89059'32" WEST 328.87 FEET:
THENCE 119.31 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 79.84 FEET THROUGH A CENTRAL ANGLE OF 85036'53" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 44059'53" WEST 108.51 FEET;
THENCE SOUTH 00000'14" WEST 477.81 FEET;
THENCE 157.68 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTH HAVING A
RADIUS OF 1,148.59 FEET THROUGH A CENTRAL ANGLE OF 07051'57" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 89002'10" WEST 157.56 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 39.32 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 374.58
FEET THROUGH A CENTRAL ANGLE OF 06000'54" SUBTENDED BY A CHORD WHICH BEARS NORTH 8BOOS'39"
WEST 39.31 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 43.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 110.00
FEET THROUGH A CENTRAL ANGLE OF 22048'48" SUBTENDED BY A CHORD, WHICH BEARS NORTH 79042'42"
WEST 43.51 FEET; .
THENCE NORTH 68018'18" WEST 231.88 FEET;
THENCE NORTH 32.23'59" EAST 24.06 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 272.47 FEET THROUGH A CENTRAL ANGLE OF 70024'53" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 06025'01" WEST 314.18 FEET; .' .
THENCE NORTH 41037'27" WEST 133.20 FEET; ".i'"
THENCE 184.59 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
573.31 FEET THROUGH CENTRAL ANGLE OF 18026'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50"50'52" WEST 183.79 FEET; -
THENCE NORTH 60004'18" WEST 149.31 FEET;
THENCE 44.35 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 30.00 FEET
THROUGH CENTRAL ANGLE OF 84.41'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 17.43'29"
WEST 40.42 FEET;
THENCE NORTH 24"37'19" EAST 671.68 FEET:
THENCE NORTH 87030'49" EAST 2,189.29 FEET;
THENCE 624,77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
845.00 FEET THROUGH CENTRAL ANGLE OF 42"21'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 66"19'56" EAST 610.63 FEET; .
THENCE NORTH 45.09'03" EAST 893.05 FEET:
THENCE 1,931.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 3,854.60 FEET THROUGH A CENTRAL ANGLE OF 28"42'45" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 39"44'44" EAST 1,911.50 FEET;
THENCE NORTH 87"30'45" EAST 512.97 FEET:
THENCE 835.82 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
786.05 FEET THROUGH CENTRAL ANGLE OF 60.55'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 57.03'03" EAST 796.99 FEET:
THENCE NORTH 26035'21" EAST 87.01 FEET;
THENCE SOUTH 64051'28" EAST 267.96 FEET;
THENCE SOUTH 25"08'32" WEST 521.00 FEET;
THENCE SOUTH 64"51'28" EAST 1,058.09 FEET;
THENCE NORTH 87"30'49" EAST 99.09 FEET;
THENCE NORTH 76026'09" EAST 343.38 FEET:
THENCE SOUTH 13"33'51" EAST 645.07 FEET;
THENCE NORTH 76.26'09" EAST 828.93 FEET;
THENCE SOUTH 02.29'11" EAST 1,541.28 FEET;
THENCE SOUTH 58028'52" EAST 1,091.94 FEET;
THENCE SOUTH 72.24'55" EAST 123.57 FEET;
THENCE SOUTH 00.50'18" EAST 2.778.59 FEET;
THENCE NORTH 65.50'45" WEST 1,440.28 FEET;
THENCE NORTH 68"25'29" WEST 1,163.95 FEET;
THENCE SOUTH 01008'28" EAST 478.62 FEET;
THENCE SOUTH 08.02'24" EAST 248.97 FEET;
THENCE SOUTH 11045'27" EAST 99.84 FEET;
THENCE SOUTH 84037'57" WEST 532.09 FEET;
THENCE NORTH 69"57'30" WEST 320.60 FEET;
8/1412003- 12Wl3 Ver. 01!.l.M~1er
.,.....
037f16.OO1.lIOO- . 0
WllSORMlller
v
New Directions In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 25 of 129
8F
DESCRIPTION OF PART OF
SECTIONS 4,~, B, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 3l, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 !lAST,
COLlER COUNTY. FLORIDA.
(S.R.A. LANDS)
THENCE NORTH 72010'52" WEST 149.13 FEET;
THENCE SOUTH 87032'49" WEST 120.64 FEET;
THENCE SOUTH 75040'19" WEST 113.40 FEET;
THENCE SOUTH 76054'37" WEST 137.53 FEET;
THENCE SOUTH 78004'44" WEST 137.61 FEET;
THENCE SOUTH 85059'31" WEST 147.36 FEET;
THENCE SOUTH 87016'51" WEST 78.27 FEET;
THENCE SOUTH 79033'25" WEST 91.52 FEET;
THENCE SOUTH 73047'26" WEST 121.85 FEET;
THENCE NORTH 70"11'35" WEST 56.27 FEET;
THENCE NORTH 44001'39" WEST 41.89 FEET;
THENCE NORTH 37"14'40" WEST 109.33 FEET;
THENCE NORTH 32015'20" WEST 109.79 FEET;
THENCE NORTH 24004'55" WEST 113.34 FEET;
THENCE NORTH 11044'07" WEST 98.88 FEET;
THENCE NORTH 05022'50" WEST 73.74 FEET;
THENCE NORTH 00030'16" WEST 115.82 FEET;
THENCE NORTH 26019'34. WEST 22.24 FEET;
THENCE NORTH 76035'34" WEST 126.09 FEET;
THENCE NORTH 79039'00. WEST 108.03 FEET
THENCE SOUTH 28045'11" WEST 137.49 FEET;
THENCE SOUTH 17040'09. WEST 176.68 FEET;
THENCE SOUTH 04039'56" WEST 145.63 FEET;
THENCE SOUTH 02"41'36" WEST 138.35 FEET;
THENCE SOUTH 08059'39" WEST 128.97 FEET;
THENCE SOUTH 06008'58" WEST 179.87 FEET;
THENCE SOUTH 05017'07" EAST 87.75 FEET;
THENCE SOUTH 02040'09" WEST 147.05 FEET;
THENCE SOUTH 01.54'04" WEST 161.29 FEET;
THENCE SOUTH 77052'29" EAST 3.04 FEET;
THENCE SOUTH 74"35'46" EAST 51.77 FEET;
THENCE SOUTH 70001'38" EAST 58.92 FEET;
THENCE SOUTH 69"06'31" EAST 47.50 FEET;
THENCE SOUTH 71012'320 EAST 33.37 FEET;
THENCE SOUTH 73"24'49" EAST 89.77 FEET;
THENCE SOUTH 73"01 '38" EAST 34.47 FEET;
THENCE SOUTH 74032'23" EAST 112.54 FEET;
THENCE SOUTH 72017'25" EAST 62.46 FEET;
THENCE SOUTH 71001'40" EAST 34.26 FEET;
THENCE SOUTH 02029'11" EAST 709.84 FEET;
THENCE NORTH 75"50'56" WEST 444.27 FEET;
THENCE SOUTH 08023'55" EAST 37.78 FEET;
THENCE SOUTH 42"50'19" WEST 13.27 FEET;
THENCE NORTH 77"17'33" WEST 6.20 FEET;
THENCE SOUTH 55037'11" WEST 24.49 FEET;
THENCE SOUTH 45000'00" WEST 16.48 FEET;
THENCE SOUTH 59"32'04" EAST 10.45 FEET;
THENCE SOUTH 53"07'49" EAST 8.74 FEET;
THENCE 167.63 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 4,890.00 FEET THROUGH A CENTRAL ANGLE OF 01"57'51" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 09"10'01" EAST 167.62 FEET;
THENCE SOUTH 10008'56" EAST 95.49 FEET;
THENCE NORTH 79"51'04" EAST 10.00 FEET;
THENCE SOUTH 10"08'56" EAST 164.38 FEET;
THENCE NORTH 79051'04" EAST 7.00 FEET;
THENCE SOUTH 10"08'56" EAST 200.00 FEET;
THENCE SOUTH 79051'04" WEST 7.00 FEET;
THENCE SOUTH 10008'56" EAST 322.27 FEET;
THENCE 550.79 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
880.00 FEET THROUGH CENTRAL ANGLE OF 35"51'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 28004'46" EAST 541.84 FEET;
THENCE SOUTH 02058'02" WEST 43.29 FEET;
,
.J" . .
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. i' I
811412Q03.. lZ6483 Ver: 011- WIRer
CAM3
037S&-.Q01-QOO- _ Q
WI/SlaM/ller'
.-
New Directions in Planning, Design & Engineering
Agenda Item No. 78
January 11,2011
Page 26 of 129
8F
~f.
DESCRIPTION OF PART OF
saCTIONS 4, 5, 8, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECI10NS 31, 32 AND 33, TOWNSHIP 47 SOUTH. RANGE 29 EAST,
COUER COUNTY, FLORIDA
(S.R.A LANDS)
THENCE SOUTH 59031'4r EAST 485.37 FEET;
THENCE SOUTH 36048'05" EAST 170.26 FEET;
THENCE SOUTH 18005'46" EAST 197.68 FEET;
THENCE SOUTH 04045'28" EAST 334.16 FEET;
THENCE SOUTH 37035'44" EAST 190.78 FEET;
THENCE SOUTH 48041'00" EAST 208.36 FEET;
THENCE SOUTH 49057'47" EAST 140.57 FEET;
THENCE SOUTH 52011'11" EAST 138.06 FEET;
THENCE SOUTH 33010'11" EAST 169.53 FEET;
THENCE SOUTH 26051'00" EAST 604.84 FEET;
THENCE SOUTH 26043'42" EAST 352.42 FEET;
THENCE SOUTH 19059'25" EAST 242.07 FEET;
THENCE SOUTH 36055'06" EAST 207.95 FEET;
THENCE SOUTH 37029'54" EAST 217.89 FEET;
THENCE SOUTH 29047'57" EAST 101.25 FEET;
THENCE SOUTH 14046'59" EAST 83.29 FEET; ,
THENCE 348.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR C,URVE CONCAVE WEST HAVING A
RADIUS OF 723.88 FEET THROUGH A CENTRAL ANGLE OF 27034'32" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 15055'37" EAST 345.04 FEET;.
THENCE NORTH 90000'0' EAST 100.38 FEET;
THENCE 103.20 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,415.00 FEET THROUGH A CENTRAL ANGLE OF 04010'43" AND BEING SUBTENDEP':BY A CHORD
WHICH BEARS SOUTH 02"42'50" EAST 103.17 FEET; ",/1 . .
THENCE SOUTH 00037'28" EAST 84.33 FEET; , I
THENCE NORTH 90000'00' WEST 71.80 FEET;
THENCE SOUTH 00038'46" EAST 3,444.22 FEET;
THENCE 224.06 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,705.00
FEET THROUGH CENTRAL ANGLE OF 04044'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
01043'36" WEST 223.99 FEET;
THENCE SOUTH 04005'590 WEST 217.57 FEET;
THENCE 153.39 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,295.00
FEET THROUGH CENTRAL ANGLE OF 03049'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
02011'06" WEST 153. 36 FEET;
THENCE SOUTH 06034'560 EAST 1,190.33 FEET TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 88054'34" WEST 256.78 FEET TO THE POINT OF BEGINNING OF
THE PARCEL HEREIN DESCRIBED.
CONTAINING 959.61 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER
COUN1l', FLORIDA BEING SOUTH 88057'06" WEST.
08-13-03
DATE
REF. 2H-48PDA
W.O.: 03786-001-000-MABS2
DATE: 08-13-03
8/14/2003- 126483 Ver. 011- WlUer
<:.uc3
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Agenda Item No. 78
January 11, 2011
Page 31 of 129
8F
q
~
AVE MARIA PRELIMINARY STEWARDSHIP
RECEIVING AREA CREDIT AGREEMENT
THIS AVE MARIA PRELIMINARY STEWARDSHIP RECEIVING AREA CREDIT
AGREEMENT (hereinafter referred to as the "Agreement") is made and entered this
2~~ day of t\M9.CJ4 ,2004, by and between COLLIER COUNTY, a political
subdivision of the State of Florida, hereinafter referred to as "County" whose mailing
address is the Harmon Turner Building, 3301 East Tamiami Trail, Naples, Florida
34112, and New Town Development, LLLP, a Florida Limited Liability Limited
Partnership, hereinafter referred to as " New Town", who mailing address is 2600
Golden Gate Parkway, Naples, Florida 34105, for the purpose of designating the
number of Stewardship Sending Area (SSA) Credits transferred in exchange for the
designation of that development described below and hereinafter referred to as "Ave
Maria" as a Stewardship Receiving Area, specifying the source of those SSA credits.
RECITALS
1.
New Town has applied for Stewardship Receiving Area ("SRA")
designation for Ave Maria, which includes the initial phases of Ave Maria
University and the Town of Ave Maria, jointly referred to as "Ave Maria",
which is approximately 960 acres in size.
2.
The County has reviewed the SRA Designation Application, along with all
support documentation and information required by Section 2.2.27 of the
Collier County Land Development Code (LDC) and determined that SRA
designation for Ave Maria is appropriate.
3.
The County and New Town have reached agreement on the number of
Stewardship Sending Area Credits ("Stewardship Credits") required to be
utilized for such designation.
4.
The County and New Town agree that this Preliminary SRA Credit
Agreement is in compliance with and fully meets the requirements of the
Collier County Growth Management Plan and LDC in effect as of the date
of this Agreement.
NOW THEREFORE in consideration of the above premises and the expenditure
of credits and authorizations granted hereby and other good and valuable consideration,
the receipt and sufficiency of which is hereby acknowledged, the parties agree as
follows:
1.
New Town is hereby transferring 5064 Stewardship Credits which shall be
applied to the SRA land described in Exhibit "A" in order to carry out the
plan of development on the 960 acres proposed in the Ave Maria
Development Document and summarized hereinafter.
EXHIBIT B
Agenda Item No. 78
January 11, 2011
Page 32 of 129
dF
li1": .
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~.'.~ .
2.
Exhibit "A" is the legal description of the 960 acres that constitute the Ave
Maria SRA.
3.
Pursuant to LDC Section 2.2.27.10.C.6, an SRA designation may be
submitted prior to a Development of Regional Impact Application for
Development Approval, in conjunction with a Preliminary Development
Agreement application. That process was followed here, and the County
has been requested to enter into this Preliminary SRA Credit Agreement
pursuant to LDC Section 2.2.27.10.0.11 establishing those Stewardship
Credits needed in order to develop the Preliminary Development
Agreement authorized development.
4.
Attached hereto is Exhibit "B", the Ave Maria Master Plan, which depicts
the land uses within the SRA. Also attached as Exhibit "C" is the Ave
Maria Land Use Summary which identifies the number of residential
dwelling units, gross leasable square footage of retail and office uses, and
the other land uses depicted on the Ave Maria Master Plan.
5.
Pursuant to LDC Section 2.2.27.1 0.B.2., the designation of an SRA
requires eight Stewardship Credits to be transferred to an SRA in
exchange for the development of one acre of land within Ave Maria. New
Town is transferring enough Stewardship Credits to allow development on
633 acres, although there are less than 633 acres within Ave Maria that
require the transfer of Credits, since the open space within the Town of
Ave Maria exceeds 35% and the designation of Ave Maria University does
not consume Credits. This excess open space may be designated for
development in the subsequent Development of Regional Impact or may
be utilized as part of the required open space for said Development of
Regional Impact. However, once the 5064 credits are transferred, they
may not be recaptured by New Town.
6.
New Town will be utilizing credits generated from SSA Application Number
AR-4359, which is designating Stewardship Sending Areas 1 - 4
respectively and which is expected to generate 7883.6 SSA Stewardship
Credits.
7.
Pursuant to Resolution 2004 - ~, approved on March 23, 2004, the
County has approved Ave Maria as an SRA consisting of 960 acres and
has approved the Ave Maria Master Plan and Development Document.
8.
New Town, as applicant, acknowledges that development of SRA land
may not commence until the applicant has recorded an SRA Credit
Agreement Memorandum with the Collier County Clerk of Courts.
9.
Agenda Item No. 78
January 11, 2011
Page 33 ~~
This Agreement may only be amended by written agreement of all the
parties hereto.
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to be
executed by their duly authorized officers or representative and their official seals hereto
affixed the day and year first written above.
,,-' ..:..........
.'
.... .
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORIDA
"
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PPROVED AS TO FORM AND
~ AL J~Y:
By: Patrick G. White
Assistant County Attorney
By:
A FIALA, CHAIRMAN
Item # Y f
,Al1snda L, I
Date '3 J:J:) fg V
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NEW TOWN DEVELOPMENT, LLLP.,
A Florida Limited Liability Limited Partnership
WITNESSES:
/J
(L /' /11
, / /) i,"/' .{,-
A.1.6: .t~I'J-/ ,..' I ,.' ~.
(Signa~~~;L YN A. SHAW
(Print full name)
~L,j a DLL,";(, /
(~nature) .
L~/J. e, L /7 ]) /Fr~E/6
(Print full name)
By:
P J. Marinelli
resident
STATE OF
COUNTY OF
FLotroA
Ct>LL\$
Agenda Item No. 78
January 11, 2011
Page 3d r
The foregoing Ave Maria Preliminary Stewardship. Receiving Area Credit Agreement
was executed before me this k;"~day of --...Pi-PP.. IL , 2004, by PAUL J.
MARINELLI, as President of SA RON COLLIER CORPORATION, a General Partner in
NEW TOWN, LLLP, a Florida Limited Liability Limited Partnership.
~~.~
Notary Public
Name Su 5> frtJ t... /hf\lv~
Certificate No.
My Commission expires
",~~~W:;II" Susan L. Maturo
$ ~~&.---....~~ CommiBlllon . CC 967157
.... \-
:'~\. J~= ExpiI'8ll Oct. lS.2004
~~i'._...~i BouIed 'ftuw.
'",p,~,n\," Atlantic BomIIag Co.. IDa.
Agenda Item No. 78
January 11, 2011
Page 3gr r "",
LIST OF EXHIBITS
Preliminary Stewardship Receiving Area Credit Agreement
Exhibit "A" SRA land legal Description
Exhibit "B" Ave Maria Master Plan land Uses within the SRA
Exhibit "e" Ave Maria land Use Summary
F:\wpdocs\UnGLV\New Town DevelopmentlAve Maria\Legal Docs\Preliminary SRA Credit Agreement.doc
WilsOnMillerqy
...
New Directions In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 36g 1~
p;i!1
1
EXHIBIT" A n
DESCRIPTION OF PART OF
SECTIONS 4,5, B, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLLIER COUNTY, FLORIDA.
(P.D.A, LANDS)
COMMENCING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 4B SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA;
THENCE NORTH 01'04'10" WEST 50.00 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF OIL WELL
ROAD THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 8S'57'06" WEST 152,15 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE NORTH 01'07'23" WEST 300.01 FEET;
THENCE NORTH SB'56'07" EAST 25.00 FEET;
THENCE NORTH 01'07'23" WEST 828.81 FEET;
THENCE 233.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,565.00
FEET THROUGH CENTRAL ANGLE OF 05013'21" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01"29'17" EAST 233.72 FEET;
THENCE NORTH 04'05'59" EAST 217.57 FEET;
THENCE 201.69 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,435,00
FEET THROUGH CENTRAL ANGLE OF 04'44'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH
01'43'37" EAST 201.63 FEET;
THENCE NORTH 00'38'46" WEST 3,447.26 FEET;
THENCE NORTH 90"00'00" WEST 88.21 FEET;
THENCE NORTH 00'37'28" WEST 68.71 FEET;
THENCE SOUTH 89'50'44" WEST 459.34 FEET;
THENCE NORTH 14'18'07" EAST 815.51 FEET;
THENCE 262.16 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 1,704.00 FEET THROUGH A CENTRAL ANGLE OF 08'48'54" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 27"44'52" WEST 261.90 FEET;
THENCE NORTH 23'20'25" WEST 200.98 FEET;
THENCE 174.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
2,856.00 FEET THROUGH CENTRAL ANGLE OF 03'30'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 25'05'43" WEST 174.92 FEET;
THENCE NORTH 26'51'00" WEST 376.20 FEET;
THENCE 408.42 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
942.00 FEET THROUGH CENTRAL ANGLE OF 24050'30" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 39'16'15" WEST 405.23 FEET;
THENCE NORTH 51041'30" WEST 198.82 FEET;
THENCE 625.00 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
944.00 FEET THROUGH CENTRAL ANGLE OF 37'56'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 32'43'28" WEST 613.65 FEET;
THENCE NORTH 13045'26" WEST 203.04 FEET;
THENCE 450.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
656.00 FEET THROUGH CENTRAL ANGLE OF 39"23'12" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 33'27'02" WEST 442,13 FEET;
THENCE NORTH 53'08'38" WEST 165.44 FEET;
THENCE 850.96 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
1,134.00 FEET THROUGH CENTRAL ANGLE OF 42'59'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 31'38'47" WEST 831.13 FEET;
THENCE NORTH 10'08'56" WEST 331.86 FEET;
THENCE NORTH 79044'18"WEST 326.16 FEET;
THENCE NORTH 70'06'21" WEST 478.54 FEET;
THENCE NORTH 76"56'51" WEST 752.14 FEET;
THENCE NORTH 73"56'33" WEST 22.49 FEET;
THENCE NORTH 11'21'52" EAST 53.64 FEET;
THENCE NORTH 06"5S'17"WEST 43.67 FEET;
THENCE NORTH 60'20'46" EAST 94,06 FEET;
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, I
Offices strategically located to sern our cllBnts 800.649.4336
8/18/2003- 1284!3 Voe 011. Ul.1Dt!aplesICorporats Office 3200 Bailey Lane, Suite 200. Naples. Florida 34105 · 239,649.4040 · Fax 239.643.5716
w/lsonm/ller.com
Wl/sonMlIIsr./ne. - FL Lie.# LC-COOO'''O
WllSORMlller
"
New DirecDons In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 37 Odf
I,
DESC1UPT10N OF PART OF
SBCTIONS 4, 5, 8, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 BAST
AND PAllT OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLlER coUNTY, FLORIDA
(SRA, LANDS)
THENCE NORTH 14042'46" EAST 42,02 FEET;
THENCE NORTH 52022'08" EAST 29.10 FEET;
THENCE NORTH 05013'18" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST 185.10 FEET;
THENCE NORTH 08055'50" WEST 66,36 FEET;
THENCE NORTH 08"35'26" WEST 70.11 FEET;
THENCE NORTH 03030'28" EAST 24.24 FEET;
THENCE NORTH 09"22'28" EAST 32.62 FEET;
THENCE NORTH 32003'11" EAST 61.35 FEET;
THENCE NORTH 41059'52" EAST 54.16 FEET;
THENCE NORTH 46"38'59" EAST 44.15 FEET;
THENCE NORTH 40"19'34" EAST 80.40 FEET;
THENCE NORTH 39"30'46" EAST 42.43 FEET;
THENCE NORTH 52"07'39" EAST 71.16 FEET;
THENCE NORTH 60"17'11" EAST 55.95 FEET;
THENCE NORTH 68"43'34" EAST 63.02 FEET;
THENCE NORTH 86"12'19" EAST 41.51 FEET;
THENCE SOUTH 75"32'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET;
THENCE NORTH 69"31'07" EAST 36.80 FEET;
THENCE NORTH 75"37'20" EAST 34.34 FEET;
THENCE SOUTH 72"08'39" EAST 57.43 FEET;
THENCE SOUTH 56052'50" EAST 70.22 FEET;
THENCE SOUTH 56052'18" EAST 99.31 FEET;
THENCE SOUTH 70035'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET;
THENCE NORTH 85047'37" EAST 52.90 FEET;
THENCE NORTH 77016'18" EAST 51.33 FEET;
THENCE NORTH 64020'23" EAST 9.49 FEET;
THENCE NORTH 23058'25" EAST 60.47 FEET;
THENCE NORTH 39027'42" EAST 136.05 FEET;
THENCE NORTH 18012'03" EAST 123.70 FEET;
THENCE NORTH 16"26'30" WEST 137.54 FEET;
THENCE NORTH 45"55'34" WEST 133.51 FEET;
THENCE NORTH 84043'21" WEST 101.26 FEET;
THENCE SOUTH 87006'53" WEST 375.05 FEET;
THENCE SOUTH 86031 '55" WEST 296.36 FEET;
THENCE NORTH 02029'11" WEST 3,104,72 FEET;
THENCE NORTH 76023'06" WEST 610.78 FEET;
THENCE NORTH 31001'09" EAST 504.09 FEET;
THENCE NORTH 02029'11" WEST 1,017.09 FEET;
THENCE NORTH 87"30'49" EAST 308.56 FEET;
THENCE NORTH 02029'11" WEST 304.14 FEET;
THENCE SOUTH 87030'49" WEST 1,366.76 FEET;
THENCE NORTH 02029'11" WEST 1,235.57 FEET;
THENCE SOUTH 87030'49" WEST 128.48 FEET;
THENCE 56.19 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 359.94
FEET THROUGH A CENTRAL ANGLE OF 08056'38", SUBTENDED BY A CHORD WHICH BEARS SOUTH 89029'57.
WEST, 56.13 FEET;
THENCE 290.41 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 1,317.54
FEET THROUGH A CENTRAL ANGLE OF 12037'44" SUBTENDED BY A CHORD WHICH BEARS SOUTH 87"39'25.
WEST 289.82 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 63.22 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 545.85
FEET THROUGH A CENTRAL ANGLE OF 06"38'08" SUBTENDED BY A CHORD WHICH BEARS SOUTH 84"39'37"
WEST 63.18 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 51.02 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHEAST, HAVING A RADIUS OF
30.00 FEET THROUGH A CENTRAL ANGLE OF 97"26'06" SUBTENDED BY A CHORD WHICH BEARS SOUTH 39015'38"
WEST 45.09 FEET;
THENCE 301.67 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,227.89 FEET THROUGH A CENTRAL ANGLE OF 14"04'35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02042'13. EAST 300.91 FEET;
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" I
B11412Q03.. 126483 Ver: Q11- LMiller
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03786-001.000- . 0
WilS(lnMiller
Agenda Item No. 78
January 11, 2011
Page 38 of 129
New Directions In Planning. Design & Engineering
DESCRIPTION OF PART OF
SECTIONS 4, S, 8. 9,16, AND 17. TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31. 32 AND 33. TOWNSHIP 47 SOUTH. RANGE 29 EAST.
COLIER COUNTY. FLORIDA,
(S,R,A. LANDS)
8F
THENCE 124.12 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 499.46 FEET THROUGH A CENTRAL ANGLE OF 14014'20" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 02047'00" EAST 123.80 FEET;
THENCE SOUTH 89"59'32" WEST 328.87 FEET;
THENCE 119.31 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 79.84 FEET THROUGH A CENTRAL ANGLE OF 85036'53" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 44059'53" WEST 108.51 FEET;
THENCE SOUTH 00000'14" WEST 477.81 FEET;
THENCE 157.68 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTH HAVING A
RADIUS OF 1,148.59 FEET THROUGH A CENTRAL ANGLE OF 07051'57" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 89002'10" WEST 157.56 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 39.32 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTH, HAVING A RADIUS OF 374.58
FEET THROUGH A CENTRAL ANGLE OF 06"00'54" SUBTENDED BY A CHORD WHICH BEARS NORTH 88006'39"
WEST 39.31 FEET TO A POINT OF REVERSE CURVATURE;
THENCE 43.80 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTH, HAVING A RADIUS OF 110.00
FEET THROUGH A CENTRAL ANGLE OF 22"48'48" SUBTENDED BY A CHORD, WHICH BEARS NORTH 79042'42"
WEST 43.51 FEET;
THENCE NORTH 68018'18" WEST 231.88 FEET;
THENCE NORTH 32023'59" EAST 24.06 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 272.47 FEET THROUGH A CENTRAL ANGLE OF 70024'53" AND BEING SUBTENDED BY A CHORD WHICH
BEARS NORTH 06025'01" WEST 314.18 FEET; .J
THENCE NORTH 41037'27" WEST 133.20 FEET;,,"I
THENCE 184.59 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
573.31 FEET THROUGH CENTRAL ANGLE OF 18026'51" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50"50'52" WEST 183.79 FEET; -
THENCE NORTH 60"04'18" WEST 149.31 FEET;
THENCE 44.35 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 30.00 FEET
THROUGH CENTRAL ANGLE OF 84041'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 17043'29"
WEST 40.42 FEET;
THENCE NORTH 24"37'19" EAST 671.68 FEET;
THENCE NORTH 87030'49" EAST 2,189.29 FEET;
THENCE 624.77 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
845.00 FEET THROUGH CENTRAL ANGLE OF 42"21'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 66"19'56" EAST 610.63 FEET;
THENCE NORTH 45"09'03" EAST 893.05 FEET;
THENCE 1,931.65 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 3,854.60 FEET THROUGH A CENTRAL ANGLE OF 28042'45" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 39"44'44" EAST 1,911.50 FEET;
THENCE NORTH 87030'45" EAST 512.97 FEET;
THENCE 835.82 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF
786.05 FEET THROUGH CENTRAL ANGLE OF 60055'24" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 57003'03" EAST 796.99 FEET;
THENCE NORTH 26035'21" EAST 87.01 FEET;
THENCE SOUTH 64051'28" EAST 267.96 FEET;
THENCE SOUTH 25"08'32" WEST 521.00 FEET;
THENCE SOUTH 64051'28" EAST 1,058.09 FEET;
THENCE NORTH 87030'49" EAST 99,09 FEET;
THENCE NORTH 76026'09" EAST 343.38 FEET;
THENCE SOUTH 13033'51" EAST 645.07 FEET;
THENCE NORTH 76026'09" EAST 828.93 FEET;
THENCE SOUTH 02029'11" EAST 1,541.28 FEET;
THENCE SOUTH 58028'52" EAST 1,091.94 FEET;
THENCE SOUTH 72024'55" EAST 123.57 FEET;
THENCE SOUTH 00050'18" EAST 2.778.59 FEET;
THENCE NORTH 65050'45" WEST 1,440.28 FEET;
THENCE NORTH 68"25'29" WEST 1,163.95 FEET;
THENCE SOUTH 01008'28" EAST 478.62 FEET;
THENCE SOUTH 08002'24" EAST 248.97 FEET;
THENCE SOUTH 11"45'27" EAST 99.84 FEET;
THENCE SOUTH 84037'57" WEST 532.09 FEET;
THENCE NORTH 69057'30" WEST 320.60 FEET;
8114120CJ3.. 126483 v.... 011. LMllIef
"""",
0378G-001-QOO..O
WllSODMlller
.,.
New Directions In Planning, Design & Engineering
Agenda Item No, 78
January 11, 2.041 F
Page 39 of ()9
DESCRIPTION OF PART OF
SECTIONS 4,~. 8, 9,16, AND 17. TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PART OF SECTIONS 31, 32 AND 33, TOWNSHIP 47 SOlml. RANGE 29 EAST,
COUER COUNTY, FLORIDA.
(S.R.A LANDS)
THENCE NORTH 72010'52" WEST 149.13 FEET;
THENCE SOUTH 87"32'49" WEST 120.64 FEET;
THENCE SOUTH 75040'19" WEST 113.40 FEET;
THENCE SOUTH 76054'37" WEST 137.53 FEET;
THENCE SOUTH 78004'44" WEST 137.61 FEET;
THENCE SOUTH 85059'31" WEST 147.36 FEET;
THENCE SOUTH 87016'51" WEST 78.27 FEET;
THENCE SOUTH 79033'25" WEST 91.52 FEET;
THENCE SOUTH 73047'26" WEST 121.85 FEET;
THENCE NORTH 70011'35" WEST 56.27 FEET;
THENCE NORTH 44001'39" WEST 41.89 FEET;
THENCE NORTH 37014'40" WEST 109.33 FEET;
THENCE NORTH 32015'20" WEST 109.79 FEET;
THENCE NORTH 24004'55" WEST 113.34 FEET;
THENCE NORTH 11044'Or WEST 98.88 FEET;
THENCE NORTH 05022'50" WEST 73.74 FEET;
THENCE NORTH 00030'16" WEST 115.82 FEET;
THENCE NORTH 26019'34" WEST 22.24 FEET;
THENCE NORTH 76035'34" WEST 126.09 FEET;
THENCE NORTH 79039'00. WEST 108.03 FEET
THENCE SOUTH 28045'11" WEST 137.49 FEET;
THENCE SOUTH 17040'09" WEST 176.68 FEET;
THENCE SOUTH 04039'56" WEST 145.63 FEET; ;",'" .
THENCE SOUTH 02"41'36" WEST 138.35 FEET; I
THENCE SOUTH 08059'39" WEST 128.97 FEET;
THENCE SOUTH 06008'58" WEST 179.87 FEET;
THENCE SOUTH 05017'07" EAST 87.75 FEET;
THENCE SOUTH 02040'09" WEST 147.05 FEET;
THENCE SOUTH 01054'04" WEST 161.29 FEET;
THENCE SOUTH 77052'2S" EAST 3.04 FEET;
THENCE SOUTH 74035'46" EAST 51.77 FEET;
THENCE SOUTH 70001'38" EAST 58.S2 FEET;
THENCE SOUTH 69006'31" EAST 47.50 FEET;
THENCE SOUTH 71012'32" EAST 33.37 FEET;
THENCE SOUTH 73024'49" EAST 89.77 FEET;
THENCE SOUTH 73001 '38" EAST 34.47 FEET;
THENCE SOUTH 74032'23" EAST 112.54 FEET;
THENCE SOUTH 72017'25" EAST 62.46 FEET;
THENCE SOUTH 71001'40" EAST 34.26 FEET;
THENCE SOUTH 02029'11" EAST 70S.84 FEET;
THENCE NORTH 75050'56" WEST 444.27 FEET;
THENCE SOUTH 08023'55" EAST 37.78 FEET;
THENCE SOUTH 42050'19" WEST 13.27 FEET;
THENCE NORTH 77017'33" WEST 6.20 FEET;
THENCE SOUTH 55037'11. WEST 24.49 FEET;
THENCE SOUTH 45000'00. WEST 16.48 FEET;
THENCE SOUTH 59032'04" EAST 10.45 FEET;
THENCE SOUTH 53007'4S" EAST 8.74 FEET;
THENCE 167.63 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULA.R CURVE CONCAVE EAST HAVING A
RADIUS OF 4,890.00 FEET THROUGH A CENTRAL ANGLE OF 01057'51" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH OS010'01" EAST 167.62 FEET;
THENCE SOUTH 10008'56" EAST 95.4S FEET;
THENCE NORTH 79051'04" EAST 10.00 FEET;
THENCE SOUTH 10008'56" EAST 164.38 FEET;
THENCE NORTH 79051'04" EAST 7.00 FEET;
THENCE SOUTH 10008'56" EAST 200.00 FEET;
THENCE SOUTH 79051'04" WEST 7.00 FEET;
THENCE SOUTH 10008'56" EAST 322.27 FEET;
THENCE 550.79 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF
880.00 FEET THROUGH CENTRAL ANGLE OF 35051'41" AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 28004'46" EAST 541.84 FEET;
THENCE SOUTH 02058'02" WEST 43.29 FEET;
611412Q03.. 126483 Ver: 01!. LMIlIer
~
03786-001-000- - 0
WI/soaMI/lef
...
New Directions In Planning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 40 E2F
!
DBSClllPTION OF PART OF
SECTIONS 4, 5, 8, 9, 16, AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST
AND PAllT OF SECIlONS 31, 32 AND 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST,
COLlER COUNTY, FLORIDA,
(S.R.A LANDS)
THENCE SOUTH 59031'47" EAST 485.37 FEET;
THENCE SOUTH 36048'05" EAST 170.26 FEET;
THENCE SOUTH 18"05'46" EAST 197.68 FEET;
THENCE SOUTH 04"45'28" EAST 334.16 FEET;
THENCE SOUTH 37"35'44" EAST 190.78 FEET;
THENCE SOUTH 48041'00" EAST 208.36 FEET;
THENCE SOUTH 49057'47" EAST 140.57 FEET;
THENCE SOUTH 52011'11" EAST 138.06 FEET;
THENCE SOUTH 33010'11" EAST 169.53 FEET;
THENCE SOUTH 26051'00" EAST 604.84 FEET;
THENCE SOUTH 26043'42" EAST 352,42 FEET;
THENCE SOUTH 19059'25" EAST 242.07 FEET;
THENCE SOUTH 36055'06" EAST 207.95 FEET;
THENCE SOUTH 37029'54" EAST 217.89 FEET;
THENCE SOUTH 29047'57" EAST 101.25 FEET;
THENCE SOUTH 14046'59" EAST 83.29 FEET; I
THENCE 348.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR C,uRVE CONCAVE WEST HAVING A
RADIUS OF 723.88 FEET THROUGH A CENTRAL ANGLE OF 27"34'32" AND BEING SUBTENDED BY A CHORD WHICH
BEARS SOUTH 15055'37" EAST 345.04 FEET; .
THENCE NORTH 90000'0' EAST 100.38 FEET;
THENCE 103.20 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1,415.00 FEET THROUGH A CENTRAL ANGLE OF 04'10'43" AND BEING SUBTENDEp"BY A CHORD
WHICH BEARS SOUTH 02042'50" EAST 103.17 FEET; : /1
THENCE SOUTH 00037'28" EAST 84.33 FEET; : I
THENCE NORTH 90"00'00" WEST 71.80 FEET;
THENCE SOUTH 00'38'46" EAST 3,444.22 FEET;
THENCE 224.06 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 2,705.00
FEET THROUGH CENTRAL ANGLE OF 04044'45" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
01"43'36" WEST 223.99 FEET;
THENCE SOUTH 04005'59" WEST 217.57 FEET;
THENCE 153,39 FEET ALONG THE ARC OF A C!RCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,295.00
FEET THROUGH CENTRAL ANGLE OF 03049'46" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH
02011'OS" WEST 153.3S FEET;
THENCE SOUTH 06'34'56" EAST 1,190.33 FEET TO THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD;
THENCE ALONG SAID RIGHT-OF.WAY LINE SOUTH 88'54'34" WEST 256.78 FEET TO THE POINT OF BEGINNING OF
THE PARCEL HEREIN DESCRIBED.
CONTAINING 959.61 ACRES, MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA BEING SOUTH 88057'OS" WEST.
08-13-03
DATE
SS EMBOSSED WITH THE PROFESSIONAL'S SEAL.
REF. 2H-48PDA
W.O.: 03786-001-000-MABS2
DATE: 08-13-03
811412003- 126483 Ver. 011. LMitter
"""',
03786-001-000- . 0
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Exhibit C
Ave Maria - land Use Summary
Town 632.79
Residential 950
Retail (GLA) 90000
Office (GLA) 35000
Hotel 110
Civic 15000
Services District 42.99
Open Space 260.54
School (K-8) 300
University
326.82
Acres
Units
Sq.Ft.
Sq.Ft.
Rooms
Sq.Ft.
Acres
Acres
Students
Acres
Total SRA
959.61
Acres
2/1912004- 125759 \ler: 011- AJentdns
c....
03786-001-000. PWRK. 27165
Agenda Item No. 78
January 11, 2011
Page 45 of 129
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Agenda Item No. 78
January 11, 2011
Page 46 of 129
Agenda Item No. 78
January 11, 2011
Page 8 r9
EXHIBIT "C"
1. Revise the Ave Maria Development Document to demonstrate an exemption to
Sections 2.4.5.1 through 2.4.7.5 of the land Development Code. The remaining
lDC development standards shall be applicable except where the standards are
specifically different in the Town Plan, then the standards of the Town Plan shall
govern. If during the course of Site Development Plan or Plat review unique
features of the land or unique project design or special circumstances associated
with the land arise and preclude the applicant from meeting any of the remaining
applicable requirements of the lDC, the applicant may submit an alternative
design which shall be reviewed and approved provided the Zoning Director
makes a determination that the intent of the code is being met.
2. Delete from the Ave Maria Development Document the provision for "creative
signs."
3. Revise the Ave Maria Development Document to limit heights of accessory
structures in the Community General Context Zone to a maximum height of
seventy-five (75) feet, with the exception of communication towers which shall be
limited to a maximum height of 100 feet.
4. All road ROW cross-sections in Ave Maria Development Document shall conform
to the cross-sections set forth in Section 2.2.27.10.J.1.b. of the land
Development Code.
5. The Applicant shall address sheltering and storm refuge for urban area residents
at the Development of Regional Impact stage of review.
6. The Applicant shall submit a more detailed fiscal neutrality analysis at the
Development of Regional Impact stage of review, specifically to include the
development of Ave Maria University on the fiscal analysis.
7. The Applicant shall address the requirements for workforce housing for the SRA
at the Development of Regional Impact stage of review.
.--, \l
Agenda Item No. 78
January it, 2 11
Page 48 of 29
e
RESOLUTION 2005.234A
A RESOLUTION OF THE COLLIER COUNTY
BOARD. OF COUNTY COMMISSIONERS
DESIGNATING 5,027 ACRES WITHIN THE
RURAL LAND STEWARDSHIP AREA ZONING
. OVERLAY DISTRICT AS A STEWARDSHIP
RECEIVING AREA (SRA), APPROVING THE
STEWARDSHIP RECEIVING AREA CREDIT
AGREEMENT FOR THE TOWN OF AVE MARIA
SRA, AND EStABLISHING THE NUMBER OF
STEWARDSHIP CREDITS TO BE UTILIZED BY
THE DESIGNATION OF THE AVE MARIA
STEWARDSHIP RECEIVING AREA.
WHEREAS, Ave Maria Development L.L.L.P., a Florida limited liability Iir(lited
partnership c- Applicant") has applied for Stewardship Receiving Area design~tion
pursuant to Section 4.08.01, at saq. of the Collier County Land Development Qade
e c-LDC") for Ave Maria University and The Town of Ave Maria (herein jointly referred to
as "Ave Maria SRA" or "The Town of Ave Maria SRA"), which is approximatel~ fIVe
thousand and twenty-seven (5,027) acres in size; and i '
I
WHEREAS, the development provided for within The Town of Ave Maria pRA
will constitute a development of regional impact pursuant to Section 380.06, FI~rida
Statutes; and i
~
WHEREAS, Collier County Staff, the Environmental Advisory Council, an~ the
Collier County Planning Commission have reviewed the SRA Designation Application
("Application"), along with all support documentation and infonnation required by ~DC
Section 4.08.07. E. & F., and detennined that the Application is consistent wit~ the
Rural Lands Stewardship Area Zoning Overlay District, and requirements of Seption
4.08.01, at seq. of the LDC, specifically the suitability criteria of Section 4.08.07. AI. 1.,.
of the LDC; and i
I
WHEREAS, Applicant has demonstrated authorization to act as agent for owners
of the land (Barron Collier Investments, Ltd. (BCI), Barron Collier Partnership (Bep),
Ave Maria Development, LLLP, Thomas S. Monaghan Living Trust, Ave Maria
University, Inc., AMUL T, Inc.) being sought for designation which is sufficieryt to
demonstrate ownership of the necessary Stewardship Sending Area rSpA")
Stewardship Credits to be utilized by the Ave Maria SRA by its approved SSA qredit
e and Easement Agreements for Areas 1 through 4 and Areas 5 and 6; and [
I
WHEREAS, Applicant seeks to utilize all of the credits previously designat~d as
part the alieady approved SRA pursuant to Resolution 2004-89, adopted by the B,oard
of County Commissioners of Collier County, Florida, (Board) on March 23, 2004; which
was also the subject of a Preliminary Stewardship Credit Agreement dated March 23,
2004, which includes the Stewardship Credits (Credits) generated from the Board's
designation of BCI/BCP SSA's 1-4, respectively, that included the 960 acre .initial
phases of Ave Maria University and the Town of Ave Maria, which was. previously
designated to entitle the Town of Ave Marla SRA for 5,064 credits which are no~ re-
designated and supplemented by additional Credits previously approved as part of
SSA's 1 through 4 for a total of 7,883.6 Credits; and :
I
WHEREAS, Applicant additionally seeks to utilize the credits designated by SSA
5 In the amount of 2,938.3 Credits. as well as a portion of those Credits derived from
SSA 6. in the amount of 17,836.5 (balance remaining of Credits presently approverd is
approximately 3,402.3 Credits), for a total of 28,658.4 Credits that will be consumed by
, Page 1 of2
Agenda Item No. 78
January 11, 2011
Page 49 of 129
i
I
I
i
NOW, THEREFORE, be it resolved by the Board of County Commissioners of
Collier County, Florida (the -Board-), that: I
e this SRA designation.
1.
2.
3.
e
4.
The Board hereby approves and designates as the Town of Ave ~aria
SRA the fNe thousand and twenty-seven (5,027) acres described ir the
legal description attached as Exhibit -A.-I
The Board hereby approves the Stewardship Receiving Area qredit
Agreement, a copy of which is attached hereto as Exhibit -B,. requiring
Applicant to transfer and assign a total of twenty eight thousand six
hundred and fifty-eight and four-tenths (28,658.4) Stewardship Credits to
~~Co~ ,I
I
I
The Stewardship Receiving Area Credit Agreement Itself has attaphed
thereto as exhibits a Master Plan and Land Use Summary which identify
the number of units, . gross leaseable square footage of retail and qffice
uses, and the other land uses depicted on the Ave Maria Master Plan, all
of which are likewise hereby approved along with the balance o( the
materials otherwise included as part of the Application which is attached
as Exhibit -C; and incorporated by reference and is now approved. :
I
The Board's requested amendments pertaining to a site for expa~ded
. primary care medical facilities and a minimum of .50,000 sq. ij. of
Business Park uses are found on Pages 5A and 77, respectively, of the
Town Plan, which is Tab 6 of Exhibit .C: i
I
!
THIS RESOLUTION ADOPTED this 1411I day of June, 2005, after a Motion,
seconded, and majority vote favoring same. :
i
BOARD OF COUNTY COMMISSIONERS ;
COLLIER COUNTY, FLORIDA
By:
~w.~.
FRED W. COYLE, C rman
i
G:\BellowslAR-6896, SRA for Ave Marla\SRA Re80lulion 4-19-05.doc
Page 2 of 2
,.,
. .
'f .
WilsBnMiller"
,.
New DiflCtians In Planning, Dulgn & Englnnring
Agenda Item No. 78
January 11, 2011
Page 50 of 129
EXHISIT "A" - D.R.I. LANDS
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18,
TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP
47 SOUTH, RANGE 29 EAST, COLLIER COUNiY, FLORIDA
." .'
.'
ALL THAT PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48
SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, .
RANGE 29 EAST, COllIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED AS
rou~ . .
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16:
THENCE NORTH 01004'10" WEST 50.00 FEET ro..JJiE.NDaTH-RJGHT -GFWAV-L-fNE-QPOft-weu----.--,
ROAD (100 FOOTRlGR'iOFWAY) AND THE POINT OF BEGINNING OF THE PARCEL HEREIN .
DESCRIBED;
THENCE SOUTH 88057'06" WEST 152.15 FEET; .
THENCE NORTH 0100723" WEST 300.01 FEET TO A POINT ON A UNE LYING 300 FEET NORTH OF
AN PARAUa WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL waL ROAD;
THENCE ALONG SAID LINE SOUTH 8s057'05"WEST 2,417.56 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 88055'37" WEST1,12g.15 FEET;
THENCE LEAVING SAID UNE NORTH 01013'46" WEST 1,089.65 FEET;
THENCE SOUTH 89032'56"WEST 1,514.02 FEET;
THENCE SOUTH 89024'19" WEST 39n.40 FEET;
, THENCE NORTH 00001'40. EAST 1280.68 FEET;
THENCE NORTH 90000'00" EAST 1125.68 FEET;
THENCE NORTH 00019'38" WEST 520.46 FEET;
THENCE NORTH 09"27'58" EAST 38.31 FEET;
THENCE NORTH 14056'15" EAST 32.59 FEET;
THENCE NORTH 59002'49" EAST 24.49 FEET;
THENCE NORTH 68012'25" EAST 33.93 FEET;
THENCE NORTH 73"08'54" EAST 72.42 FEET;
THENCE NORTH 69014'09" EAST 65.14 FEET;
THENCE NORTH 61011'58" EAST 47.93 FEET;
THENCE NORTH 56044'10" EAST 80.38 FEET;
THENCE NORTH 54018'17" EAST 82.75 FEET;
THENCE NORTH 51034'19" EAST 552.31 FEET;
THENCE NORTH 12032'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780.99 FEET;
THENCE NORTH 38040'18" WEST 48.27 FEET;
THENCE NORTH 55"58'45" WEST 175.13 FEET;
THENCE NORTH 78014'12" WEST 46.21 FEET;
THENCE SOUTH 86041'1T'WEST 358.n FEET;
THENCE NORTH 43016'35" WEST 44.00 FEET;
THENCE ,NORTH 01028'53" WEST 584.34 FEET;
THENCE NORTH 88"45'30" EAST 2,256.99 FEET;
THENCE NORTH 11031'40" WEST 679.82 FEET;
THENCE NORTH 29057'19" EAST 43.24 FEET;
THENCE NORTH Soo03'11" EAST 750.96 FEET;
THENCE NORTH 82005'14" EAST 23.32 FEET;
THENCE NORTH OS "45'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 23030'23" EAST 81.34 FEET TO A POINT
OF REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A
RADIUS OF 215.80 FEET THROUGH A CENTRAL ANGLE OF 39048'43" SUBTENDED BY A CHORD
WHICH BEARS NORTH 22002'37" EAST 146.95 FEET;
THENce NORTH 02008'16" EAST 434.86 FEET;
THENCE NORTH 38040'13" EAST 124.61 FEET;
THENCE NORTH 23055'58" EAST 503.82 FEET;
THENCE NORTH 89019'06" EAST 272.53 FEET;
THENce NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09.56'39" EAST 638.73 FEET;
THENCE NORTH 73036'58" EAST 172.46 FEET;
Off/ces strategically located to serve our clients 800.649.4336
NapleS/CDrpDrate OMce 3200 Bailey l..1Jne, Suite 200 · Naples, Ronda 34105 . 239.549.4040. Fax 239.643.5716
wllsonmlJ/er.com
=-
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New Directions In Planning, Design & Engineering
Agenda Item N,o. 78
January 11, 2tJ11
Page 51 of 129
, " "
.-
1
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH.. RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R./. LANDS (CONTINUEEl):
THENCE NORTH 10053'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 6s007'31' AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39053'35" WEST 30S.56 FEET;
THENCE NORTH 73051'24" WEST 492.85 FEET;
. THENCE 31:tzrFEET AtONG'THEARC OF Ii. "rroJq=ooqGENTlAI:ClRClJtAR"CURVE"'CONCAvc-'--'------.. --..---
SOUTH HAVING A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54005'52" AND'
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 90000'000 WEST 301.71 FEET;
THENCE SOUTH 6205T04~ WEST 506.32 FEET;
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83001'31" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 27009'30" WEST 142.15 FEET;
THENCE SOUTH 14021"16" EAST 287.88 FEET;
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115044'01"
AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 29011'23" WEST 286.03 FEET;
THENCE SOUTH 87003'24" WEST 61.50 FEET;
THENCE SOUTH 19006'00" WEST 178.46 FEET;
THENCE SOUTH 73034'35" WEST 263.81 FEET;
THENCE SOUTH 33042'00" WEST 81.86 FEET;
THENCE SOUTH 51 OS2'OS" WEST 1,402.28 FEET; .
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULA.R CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82054'07" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22050'28" WEST 200.58 FEET;
THENCE SOUTH 18036'35" EAST 1,047.10 FEET:
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTH~ST HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66004'00" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 48032'34" EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET;
THENCE SOUTH 14002'28" EAST 106.97 FEET:
THENCE SOUTH 150S3'24" WEST 33.42 FEET;
THENCE SOUTH 7201 8'OS" WEST 1325.01 FEET;
THENCE NORTH 16022'4Q" WEST 868.64 FEET;
THENCE NORTH 16002'21"WEST 1,001.63 FEET;
THENCE NORTH 15043'23" WEST 808.63 FEET;
THENCE NORTH 14029'42" WEST 215.30 FEET:
THENCE NORTH 02051'21" WEST 51.77 FEET;
THENCE NORTH 3r59'19" EAST 51.77 FEET:
THENCE NORTH 58024'39" EAST 660.90 FEET;
THENCE NORTH 56056'25" ~ST 865.77 FEET;
THENCE NORTH 62021'21" EAST 303.89 FEET;
THENCE NORTH 58011'43" EAST 148.88 FEET:
THENCE NORTH 66021'20" EAST 99.67 FEET;
THENCE NORTH 79059'44" EAST 60.57 FEET;
THENCE NORTH 18039'40" EAST 212.96 FEET:
THENCE NORTH 13026'09" EAST 80.67 FEET;
THENCE NORTH 04005'14" EAST 65.75 FEET;
THENCE NORTH oo0472S" EAST 593.12 FEET;
THENCE NORTH 05029'40" EAST 61.18 FEET;
THENCE NORTH 20011'22" EAST 57.43 FEET'
THENCE NORTH 51055'17" EAST 55.07 FEET;
THENCE SOUTH 84048'27" EAST 51.76 FEET:
THENCE SOUTH 67053'53" EAST 40.46 FEET;
THENCE SOUTH 5303733" EAST 55.29 FEET:
THENCE SOUTH 5503737" EAST 158.19 FEET:
THENCE SOUTH 66028'32" EAST 79.22 FEET:
=-
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New Directions In Planning. Dulgn & Enginel!Jring
Agenda Item No. 78
January 11, 2011
Page 52 of 129
DESCRIPTION OF PART OF SECTION 4 THROUGH 9; 16 ANO 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH. RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH. RANGE 28 EAST:'COLLJER COUNlY, FLORIDA
EXHIBIT "AD - D.R.I. LANDS (CONTINUED):
('
THENCE SOUTH 81'19'48" EAST 69.92 FEET;
THENCE NORTH 80'53'08" EAST 96.10 FEET:
THENCE NORTH 83'09'35" EAST 88.49 FEET;
THENCE SOUTH 75'58'08" EAST 57.96 FEET;
THENCE SOUTH 45'44'09" EAST 65.43 FEET; ,
THENCE SOUTH'2~12'23"pEAST'07.03 FEET-;------
THENCE SOUTH 31'09'29" EAST 124.53 FEET;
THENCE SOUTH 36'28'03" EAST 195.13 FEET;
THENCE SOUTH 41'49'01" EAST 193.27 FEET;
THENCE SOUTH 41'27'57" EAST 187.53 FEET;
THENCE SOUTH 50'06'28" EAST 1n.12 FEET;
THENCE NORTH 86'06'03" EAST 103.33 FEET;
THENCE NORTH 82'07'11" EAST 76.87 FEET;
THENCE NORTH 58'49'02" EAST 61.16 FEET;
THENCE NORTH 41'11'10" EAST 266.09 FEET;
THENCE NORTH 43'45'15" EAST 203.61 FEET:
THENCE NORTH 63'26'06" EAST 230.87 FEET;
THENCE NORTH 55'12'54" EAST 17.74 FEET;
THENCE NORTH 06'SS'17" WEST 40.07 FEET;
THENCE NORTH 60'20'46" EAST 94.06 FEET;
THENCE NORTH 14'42'46" EAST 42.02 FEET;
THENCE NORTH 52'22'OS" EAST 29.10 FEET;
THENCE NORTH 05'13'18" EAST 37.01 FEET;
. THENCE NORTH 07'13'16" WEST 185.10 FEET;
THENCE NORTH 08'55'50" WEST 66.36 FEET;
THENCE NORTH 08'35'26" WEST 70.11 FEET;
THENCE NORTH 03'30'28" EAST 24.24 FEET:
THENCE NORTH 09'22'28" EAST 32.62 FEET:
THENCE NORTH 32'03'11" EAST 61.35 FEET;
THENCE NORTH 41'59'52" EAST 54.16 FEET;
THENCE NORTH 46038'59" EAST 44.15 FEET;
THENCE NORTH 40'19'34" EAST 80.40 FEET;
THENCE NORTH 39'30'46" EAST 42.43 FEET;
THENCE NORTH 52'07'39" EAST 71.16 FEET;
THENCE NORTH 60"17'11" EAST 55.95 FEET:
THENCE NORTH 68043'34" EAST 63.02 FEET;
THENCE NORTH 86"12'19" EAST 41.51 FEET;
THENCE SOUTH 75032'58" EAST74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET;
THENCE NORTH 69031'07" E;AST 36.80 FEET;
THENCE NORTH 75'37'20" EAST 34.34 FEET;
THENCE SOUTH 72'08'39" EAST 57.43 FEET;
THENCE SOUTH 56'52'50" EAST 70.22 FEET;
THENCE SOUTH 56"52'18" EAST 99.31 FEET:
THENCE SOUTH 70"35'59" EAST 56.76 FEET;
THENCE SOUTH 85"12'15" EAST 70.23 FEET;
THENCE NORTH 85"4T37" EAST 52.90 FEET;
THENCE NORTH 77'16'18" EAST 51.33 FEET:
THENCE NORTH 64"20'23" EAST 9.49 FEET;
THENCE NORTH 23"58'25" EAST 60.47 FEET:
THENCE NORTH 39027'42" EAST 136.06 FEET:
THENCE NORTH 18"12'03" EAST 123.70 FEET;
THENCE NORTH 16026'30" WEST 137.54 FEET;
THENCE NORTH 45"55'34" WEST 133.51 FEET;
THENCE NORTH 84"43'21" WEST 101.26 FEET;
THENCE SOUTH 87'06'53" WEST 375.05 FEET;
=-
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NfW Directions In Planning, Design & Engineering
Agenda Item N.o, 7,B .'
January 11, 2011
Page 53 of 129
1
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND .
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLUER COUNTY, Ft.ORIDA )
EXHIBIT 'A" - D.R.1. LANDS (CONTINUED}:
THENCE SOUTH 86"31'55" WEST 296.36 FEET;
THENCE NORTH 02"29'11"WEST 25.06 FEET;
THENCE SOUTH 85"19'00" WEST 63.79 FEET; ,
THENCE SOUTH 87"01'35" WEST 57.73 FEET;
THENCE NORTH 85"14'11" WEST 27.05 FEET;
THENCE. NORTH..8~11.'09.':WEST 22.5.LFEET;
THENCE NORTH 71"01'41" WEST 25.34 FEET;
THENCE NORTH 74"57'44" WEST 25.97 FEET:
THENCE NORTH 80"42'24" WEST 41.73 FEET:
THENCE NORTH 17"00'19" WEST 49.95 FEET;
THENCE NORTH 78"26'56" WEST 104.70 FEET;
THENCE NORTH 7S"45'16"WEST 195.82 FEET;
THENCE NORTH 7S"21'51"WEST 81.14 FEET;
THENCE NORTH 76"30'15" WEST 38.50 FEET:
THENCE NORTH 70"33'36" WEST 13.50 FEET;
THENCE NORTH 53"5S'21"WEST 10.18 FEET:
THENCE NORTH 53"5S'22" WEST 10.18 FEET;
THENCE NORTH 43"09'08" WEST 16.42 FEET;
THENCE NORTH 34"S2'31"WEST 30.12 FEET;
THENCE NORTH 37"08'48" WEST 31.00 FEET;
THENCE NORTH 45"00'00" WEST 37.06 FEET;
THENCE NOR;rH 43"28'45" WEST 29.92 FEET;
THENCE NORTH 52"29'45" WEST 40.59 FEET;
THENCE NORTH 53"28'16" WEST 25.16 FEET;
THENCE NORTH 69"51'49" WEST 23.93 FEET;
THENCE NORTH 72"53'50" WEST 40.74 FEET;
THENCE NORTH 74"3S'02"WEST 101.72 FEET;
THENCE NORTH 76"25'14" WEST 79.73 FEET;
THENCE NORTH 73"50'34" WEST 83.41 FEET;
THENCE NORTH 77"16'32" WEST 71.39 FEET;
THENCE NORTH 70"44'15"WEST 32.62 FEET;
THENCE NORTH 75"44'50" WEST 240.26 FEET;
THENCE SOUTH 76"22'29" WEST 54.20 FEET;
THENCE NORTH 7S"46'41" WEST 12.81 FEET;
THENCE NORTH 78"06'45" WEST 243.02 FEET;
THENCE SOUTH 87"32'28" WEST 438.43 FEET;
THENCE SOUTH 8S"36'21" WEST 1,109.58 FEET;
THENCE NORTH 77"00'11" WEST 142.86 FEET;
THENCE SOUTH 17"30'03" WEST 1 0.94 FEET;
THENCE SOUTH 21"30'05" EAST 36.63 FEET;
THENCE SOUTH 30"57'50" WEST 6.02 FEET:
THENCE NORTH 73"10'43" WEST 139.18 FEET;
THENCE NORTH 11"46'06"WEST 25.32 FEET;
THENCE NORTH 05"42'38" WEST 20.76 FEET;
TriENCE NORTH 04"23'SS"WEST 13.47 FEET;
THENCE NORTH 50"11'40" WEST 8.07 FEET;
THENCE NORTH 83"59'2S" WEST 19.73 FEET;
THENCE NORTH 84"57'21" WEST 3525 FEET;
THENCE NORTH 83"49'48" WEST 38.44 FEET;
THENCE NORTH 80"44'23" WEST 96.27 FEET;
THENCE NORTH 79"48'04" WEST 449.12 FEET;
THENCE NORTH 77"49'57" WEST 284.20 FEET;
THENCE NORTH 83"39'35" WEST 93.52 FEET;
THENCE NORTH 87"39'46" WEST 1 01.30 FEET;
. THENCE NORTH 84025'40" WEST 85.09 FEET;
THENCE NORTH 77028'16" WEST 95.22 FEET;
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NBW Directions In PlanninD, Design & Engineering
Agenda Item No. 7B
January 11, 2011
Page 54 of 129
..
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, ~GE 29 EAST, AND PART OF SECTION 36, .
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA.
EXHIBIT "A" - D.R.I. lANDS (CONTJNUED~ .
:-
THENCE NORTH 77023'45" WEST 170,38 FEET;
. THENCE NORTH 75057'50" WEST 76.65 FEET; .
THENCE NORTH 69"26'38" WEST 35.30 FEET;
THENCE NORTH 69"46'31" WEST 41.82 FEET;
THENCE NORTH 48048'50" WEST 43.91 FEET;
THENCE-NOR"fH""46"1-4'43""WEST-'13-4AO-.FEET-;-- .
THENCE NORTH 43"58'24" WEST 611.34 FEET;
THENCE NORTH 45"00'00" WEST 338.85 FEET:
THENCE NORTH 44"41'45" WEST 412.62 FEET;
THENCE NORTH 43026'06" WEST 267.38 FEET:
THENCE NORTH 46"27'29" WEST 200.89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET:
THENCE NORTH 81"52'12" EAST 18.83 FEET;
THENCE NORTH 03"20'45" EAST 73.83 FEET;
THENCE SOUTH 85025'42" WEST 6.48 FEET;
THENCE NORTH 90000'00" WEST 10.84 FEET;
. THENCE SOUTH 70027'48" WEST 16.99 FEET;
THENCE SOUTH 56018'36" WEST 14.89 FEET;
THENCE SOUTH 75057'49" WEST 17.03 FEET;
THENCE SOUTH 87"16'25" WEST 10.86 FEET;
THENCE NORTH 59020'5S" WEST 16.21 FEET;
THENCE NORTH 35"32'16" WEST 17.77 FEET;
THENCE NORTH 26033'54" WEST 17.32 FEET;
THENCE NORTH 16011'21" WEST 16.67 FEET;
THENCE NORTH 01052'04" WEST 47.53 FEET;
THENCE NORTH 00005'16" WEST 336.69 FEET;
THENCE NORTH 00029'38" WEST 299.52 FEET;
THENCE NORTH 00"56'29" WEST 220.01 FEET;
THENCE NORTH 00"52'19" EAST 237.57 FEET;
THENCE NORTH 00046'52" WEST 113.62 FEET;
THENCE NORTH 00000'00. EAST 13.43 FEET;
THENCE NORTH 14"02'10" EAST 8.52 FEET;
THENCE NORTH 45000'00" EAST 5.84 FEET;
THENCE NORTH 71033'54" EAST 9.80 FEET;
THENCE NORTH 82"24'19" EAST 15.63 FEET;
THENCE SOUTH 89012'02" EAST 222.07 FEET;
THENCE SOUTH 8S036'31" EAST 69.83 FEET;
THENCE SOUTH 82038'52" EAST 32.28 FEET;
THENCE SOUTH 70049'16" EAST 25.15 FEET;
THENCE. SOUTH 60038'32" EAST 18.96 FEET;
THENCE SOUTH 62044'41" EAST 38.34 FEET;
THENCE SOUTH 73008'30" EAST 35.61 FEET;
THENCE SOUTH 87042'34" EAST 25.84. FEET;
THENCE NORTH 86018'31" EAST 32.08 FEET;
THENCE NORTH 74058'54" EAST 43.84 FEET;
THENCE NORTH 66016'18" EAST 51.33 FEET;
THENCE NORTH 56001~5" EAST 57.29 FEET;
THENCE NORTH 52034'43" EAST 171.66 FEET;
THENCE NORTH 43053'54" EAST 75.96 FEET;
THENCE NORTH 36037'17" EAST 47.61 FEET;
THENCE NORTH 35"48'12" EAST 77.68 FEET;
THENCE NORTH 30021'29" EAST 83.78 FEET;
THENCE NORTH 22037'12" EAST 67.13 FEET;
THENCE NORTH 13036'02" EAST 32.94 FEET;
THENCE NORTH 14028'13" EAST 66.13 FEET;
THENCE NORTH 10057'15" EAST 65.22 FEET;
)
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New Direction$ In Pianning, Design & Engineering
Agenda Item No. 78
January 11, 2011
Page 55 of 129
1
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33., TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 2BEAST, 'COLLIER COUNTY, FLORIDA
EXHIBIT oAo - D.R.1. LANDS (CONTINUED):
THENCE NORTH 11018'36" EAST 21.06 FEET;
THENCE NORTH 16041'58" EAST 10.78 FEET;
THENCE NORTH 45000'00" EAST 10.22 FEET;
THENCE NORTH 58"23'33" EAST 15.76 FEET;
THENCE NORTH 64"39'14" EAST 21.71 FEET;
'FHENCE NORTH-67"474r-EAS'N 63:98 FEET,
THENCE NORTH 64"59'39" EAST 161.25 FEET;
THENCE NORTH 66"22'14" EAST 18.04 FEET; ,
THENCE NORTH 72053'50" EAST 28.10 FEET;
THENCE NORTH 90"00'00" EAST 14.46 FEET;
THENCE NORTH 88"18'55" EAST 35.13 FEET:
THENCE SOUTH 88"36'10" EAST 42.36 FEET:
THENCE NORTH 90000'00' EAST 28.92 FEET;
THENCE SOUTH 82045'41" EAST 16.40 FEET;
THENCE SOUTH 61"55'39" EAST 17.73 FEET;
THENCE NORTH 69034'35" EAST 118.02 FEET;.
THENCE NORTH 81056'55" EAST 17.06 FEET;
THENCE NORTH 86"43'15" EAST 124.39 FEET;
THENCE NORTH 13"46'19" WEST 328.58 FEET;
THENCE NORTH 70048'01" EAST 76.21 FEET;
THENCE NORTH 54029'06" EAST 37.97 FEET;
THENCE NORTH 21"53'45" WEST 54.48 FEET;
THENCE NORTH 7004714" EAST 77.55 FEET;
THENCE NORTH 71002'31" EAST 35.61 FEET;
THENCE NORTH 72"16'21" EAST 131.70 FEET;
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73"13'18" EAST 1 06.86 FEET;
THENCE NORT'n 71011'j7" EAST 74.14 FEET;
THENCE NORTH 6S"33'08" EAST 30.93 FEET;
THENCE NORTH 71"33'54" EAST 17.88 FEET;
THENCE NORTH 81015'14" EAST 13.52 FEET;
THENCE SOUTH 83"05'20" EAST 17.09 FEET;
THENCE SOUTH 47043'35" EAST 15.29 FEET;
THENCE SOUTH 3T'20'58" EAST 24.58 FEET;
THENCE SOUTH 16038'20" EAST 46.68 FEET;
THENCE SOUTH 24"10'11" EAST 35.78 FEET;
THENCE SOUTH 21"52'45" EAST 70.36 FEET;
THENCE SOUTH 34'33'45" EAST 28.09 FEET;
THENCE SOUTH 47026'12" EAST 34.20 FEET;
THENCE SOUTH 52"25'53" EAST 8.43 FEET;
THENCE SOUTH 71"33'54" EAST 9.75 FEET:
THENCE SOUTH 85"01'49" EAST 11.87 FEET;
THENCE SOUTH 87"08'15" EAST 20.59 FEET;
THENCE SOUTH 88025'50" EAST 37.54 FEET;
THENCE NORTH 87033'48" EAST 48.37 FEET:
THENCE SOUTH 89035'00" EAST 141.38 FEET;
THENCE NORTH 89006'34" EAST 99.23 FEET;
THENCE NORTH 84031'51" EAST 48.55 FEET;
THENCE NORTH 82'20'00" EAST 26.97 FEET;
THENCE NORTH 79'46'40" EAST 31.87 FEET;
THENCE NORTH 76'27'51" EAST 28.56 FEET;
THENCE NORTH 70"23'45" EAST 39.84 FEET:
THENCE NORTH 70"48'11" EAST 134.46 FEET;
THENCE NORTH 70"37'19" EAST 79.02 FEET;
THENCE NORTH 66"32'28" EAST 29.70 FEET;
THENCE NORTH 57"49'44" EAST 37.66 FEET;
::-
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New Directions In Planning. Design & Enginming
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE' 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH,'RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.I. LANDS (CONTINUED):
Agenda Item No, 7B
January 11, 2011
Page 56 of 129
".-
:-
THENCE NORTH 53021'57" EAST 74.96 FEET; ..
THENCE NORTH 54024'59" EAST 148.87 FEET:
THENCE NORTH 50050'35" EAST 203.54 FEET;
THENCE NORTH 48043'53" EAST 33.52 FEET;
THENCE NORTH 32023'52" EAST 31.67 FEET; .
iFfEWCrn4.8S FEEt ALONG THEAffc.bi= 'A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING.
SUBTENDED BY A CHORD WHICH BEARS NORTH OS"25'03" WEST 314.18 FEET; .
THENCE NORTH 41"37'27" WEST 133.18 FEET; _ .
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING
A RADIUS OF 573.36 FEET THROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY
A CHORD WHICH BEARS NORTH 50050'52" WEST 183.80 FEET;
THENCE NORTH 60"04'1S"WEST 149.32 FEET;
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84041'37" AND BEING
SUSTENDED BY A CHORD WHICH SEARS NORTH 17"43'30" WEST 40.41 FEET;
THENCE NORTH 24037'19" EAST 671.69 FEET;
THENCE NORTH 23"58'37" EAST 211.35 FEET;
THENCE NORTH 27045'05" EAST 100.63 FEET;
THENCE NORTH 34051'48" EAST 129.90 FEET;
THENCE NORTH 36-14'23" EAST 119.58 FEET;
THENCE NORTH 39015'14" EAST 61.92 FEET;
THENCE NORTH 30037'48" EAST 96.80 FEET;
THENCE NORTH 31009'42" EAST 136.09 FEET;
THENCE NORTH 31057'25" EAST 103.02 FEET;
THENCE. NORTH 32039'03" EAST 134.08 FEET;
THENCE NORTH 28"32'24" EAST 53.34 FEET;
THENCE NORTH 31015'49" EAST 35.90 FEET;
THENCE NORTH 36052'12" EAST 24.66 FEET;
THENCE NORTH 53049'13" EAST 22.74 FEET;
THENCE NORTH 59"30'01" EAST 46.43 FEET;
THENCE NORTH 58016'35" EAST 70.87 FEET;
THENCE NORTH 46049'06" EAST 48.85 FEET;
THENCE NORTH 34036'20" EAST 66.58 FEET;
. THENCE NORTH 36"23'58" EAST 266.89 FEET;
THENCE NORTH 35028'00" EAST 51.47 FEET;
THENCE NORTH 24013'40" EAST 48.08 FEET;
THENCE NORTH 20"29'50" EAST 62.60 FEET;
THENCE NORTH 17"32'36" EAST 44.54 FEET;
THENCE NORTH 11002'07" EAST 134.56 FEET;
THENCE NORTH 09020'41" EAST 65.81 FEET:
THENCE NORTH 08049'13" EAST 32.16 FEET;
THENCE NORTH 02"07'16" WEST 14.81 FEET;
TMENCE NORTH 19"58'59" WEST 12.83 FEET;
THENCE NORTH 29055'S3"WEST 20.87 FEET;
THENCE NORTH 45000'00" WEST 56.96 FEET;
THENCE NORTH 48"51'56" WEST 57.48 FEET;
THENCE NORTH 42"38'48" WEST 28.31 FEET;
THENCE NORTH 38047'48" WEST 35.86 FEET;
TH.ENCE NQRTH 43"25'04" WEST 39.03 FEET;
THENCE NORTH 36"22'11" EAST 30.93 FEET;
THENCE NORTH 23054'19" EAST 139.67 FEET;
THENCE SOUTH 66053'26" EAST 241.46 FEET;
THENCE SOUTH 64"45'28" EAST 263.29 FEET;
THENCE SOUTH 71018'47" EAST 57.07 FEET;
THENCE SOUTH 8500T33" EAST 50.51 FEET;
~ 127230 Ver: LIt!- SSTC':i\HAM
......
037~._O
~
WilsOnMiller.
"..
New Directions In Ptmning. Design & Engineering
Agenda Item Np, 7,B
January 11, 2011
Page 57 of 12~
'l
"..-
.-
DESCRIPTION OF PARTOF"SECTION 4 THROUGH 9,16AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND ,
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, 'RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, "COWER COUNTY, FLORIDA
EXHIBIT "A" - D.R.I. LANDS (CONTINUED):
THENCE NORTH 81"05'07" EAST 75.18 FEET;
THENCE NORTH 81"43'21" EAST 63.88 FEET;
THENCE NORTH 84"57'08" EAST 36.24 FEET;
'.- THENCE SOUTH 86"25'39" EAST 63.61 FEET;
THFt.tC~_s.QYJ1:f S1 ~~J~~j':~~I.~~_4.~~FE~;
THENCE SOUTH 8S"08'03" EAST 273.99 FEET;
THENCE NORTH 80"58'13" EAST 327.79 FEET;
THENCE NORTH 67"50'56" EAST 252.22 FEET;
THENCE NORTH 81"02'01" EAST 819.65 FEET;
THENCE NORTH 81"42'41" EAST 310.84 FEET;
THENCE SOUTH 65"34'43" EAST 80.72 FEET;
THENCE NORTH 89"59'47" EAST 219.16 FEET;
THENCE NORTH 82"42'28" EAST 41.19 FEET;
THENCE NORTH 58"02'38" EAST 138.72 FEET;
THENCE NORTH 41"09'18" EAST 91.38 FEET;
THENCE NORTH 73"57'36" EAST 83.05 FEET;
THENCE NORTH 84"51'58" EAST 305.34 FEET;
THENCE NORTH 86"38'43" EAST 343.90 FEET;
THENCE NORTH 87"28'42" EAST 503.72 FEET;
THENCE NORTH 88.46'01" EAST 328.07 FEET;
THENCE NORTH 37"30'20" EAST 357.69 FEET;
THENCE NORTH 15"32'08" EAST 149.51 FEET;
THENCE NORTH 86"55'36" EAST 261.44 FEET;
THENCE NORTH 72"53'31" EAST 576.59 FEET;
THENCE NORTH 50"45'14" EAST 202.55 FEET;
THENCE No'RTH 87"14'14;' EAST 314.60 FEET;
THENCE SOUTH 76"38'32" EAST 143.08 FEET;
THENCE NORTH 89"49'43" EAST 1,054.71 FEET;
THENCE SOUTH 75"20'32" EAST 42.85 FEET;
THENCE SOUTH 41"43'41" EAST 38.04 FEET;
THENCE SOUTH 59"44'48" EAST 101.86 FEET;
THENCE SOUTH 82"56'38" EAST 71.89 FEET;
THENCE NORTH 76"31'27" EAST 68.87 FEET;
THENCE NORTH 60"32'45" EAST 175.39 FEET;
THENCE NORTH 78"18'10" EAST 41.23 FEET;
THENCE NORTH 89"28'30" EAST 480.22 FEET;
THENCE NORTH 82"52'57" EAST 82.50 FEET;
THENCE NORTH 59"26'48" EAST 47.53 FEET;
THENCE NORTH 77"36'27" EAST 12.36 FEET;
THENCE SOUTH 70"55'29" EAST 16.45 FEET;
THENCE SOUTH 47"41'12" EAST 748.88 FEET;
THENCE souTH 34"06'49" EAST 46.63 FEET;
THENCE SOUTH 14"16'24" EAST 615.15 FEET;
THENCE NORTH 85"59'44" EAST 160.53 FEET;
THENCE NORTH 47"06'44" EAST 110.60 FEET;
THENCE NORTH 29"11'18" EAST 460.96 FEET;
THENCE NORTH 13.56'57" EAST 209.85 FEET;
THENCE NORTH 76.19'41" EAST 160.84 FEET;
THENCE NORTH 61"43'54" EAST 107.89 FEET;
THENCE NORTH 18"58'36" EAST 69.73 FEET;
THENCE NORTH 01"36'49" WEST 341.03 FEET;
THENCE NORTH 89"06'53" EAST 584.42 FEET TO A POINT ON THE WEST RIGHT-OF-WAY UNE OF
CAMP KEIAS ROAD (80 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGl-lT-OF-WAY LINE SOUTH 00.14'32" EAST 45.99 FEET;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE SOUTH 05"51'27" WEST 224.83 FEET:
llf.IllI2OO4. .= v"" 011. BSTOCKHAM
CMQ
Q37e&.aQO..OQG. . 0
8
OESCRIPTION OF PART OF SECTlON4THROUGH., ,. AND 11,TOWNSHIP .. SOl111i. RANGE 29 EAsT, AND
PART OF SECTlONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 2ll EAST, AND PART OF SECTION 3.,
TOWNSHIP 47 SOUTH, RANGE 28 EAS:r, COLLIER COUN'TY, FlORIDA .
EXHIBIT "A" - D.R.l.lANOS (CONTINUED):,
WiIStJnMiller. ..
..
New Directions In Planning. Design & Engineering
Agenda Item No. 7B
January 11, 2011
Page 58 of 129
_....-.....~Ii;.......:.
.. ,
".-
THENCE CONTINUING ALONG SAID RIGHT-OF-WAy LINE 95,7~ FEET ALONG THE ARC OF A
-... .. NO N-7ANGENTiAL CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3,798.14 FEET
THROUGH A CENTRAL ANGLE OF 0'"26'42' AND BEING SUBTENDED BY A CHORD WHICH BEARS
SOUTH 05004'45" WEST 95.78 FEET; , '. .
THENCE lEAVING SAIIl..RIG!lI-o.o-\VA\qjNE-Sotml"26"3l '54" WEST 759.7' FEET TO A POINT ON
~1:JNE"lYfN(>330 FEET WEST OF AND PARALlEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID'
CAMP KEIAS ROAD;
THENCE ALONG SAID LINE SOUTH 00.14'33" EAST 1.537.82 J=EET;
THENCE CONTiNUING ALONG SAID LINE SOUTH 00"22'10" EAST 2,347.B7 FEET;
THENCE LEAVING SAID LINE NORTH B~'29'O'" EAST 330.00 FEET TO A POINT ON THE WEST
RIGHT-OF,WAY LINE OF SAID CAMp KSAs ROAD (SO FOOT RIGHT -OF'WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00"22"0" EAST 200.00 FEET;
THENCE lEAVING SAID RIGHT-OF-WAY LINE SOUTH 89"29'0'" WEST 330.00 FEET TO A POINT ON
A LINE LYING 330 FEET WEST OF AND PARAlLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID
CAMP KEIAS ROAD;
THENCE ALONG SAID LINE FOR THE FOLLOWING 9 COURSES:
1. SOUTH 00022'10" EAST 62.31 FEET;
2. SOUTH 00"30'10" EAST 2.674.23 FEET;
3. SOUTH 00"35'31" EAST 2.684.53 FEET;
4. SOUTH 00"3S'11" E..l\ST 2.610.24 FEET;
5. SOUTH 00"30'34" EAST 199.67 FEET;
6. 227..B FEET ALONG THE ARC OF A CIRCUlAR CURVE CONCAVE EAST HAVING A RADIUS OF
3,032.95 FEET THROUGH CENTRAL ANGLE OF 04"18'04" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02"39'36" EAST.227.63 FEET;
7. SOUTH 04~48'38P EP.ST 400.93 FEET;
8. SOUTH 05"OS'04" EAST 83.53 FEET;
9. SOUTH 00"29'15" EAST 1672.20 FEET;
THENCE LEAVING SAID LINE SOUTH 89"04'49" WEST 604.79 FEET;
THENCE NORTH 47.03'54" WEST 98.67 FEET;
THENCE SOUTH 52"55'08" WEST87.29 FEET;
THENCE SOUTH 06039'26" WEST 102.55 FEET;
THENCE SOUTH 71"24'17" WEST 367.36 FEET;
THENCE NORTH 19"54'41" WEST 104.73 FEET;
THENCE NORTH 43"05'38" WEST 251.09 FEET;
THENCE NORTH 11"04'29" EAST 79.58 FEET;
THENCE NORTH 05051'31" WEST 66.56 FEET;
THENCE NORTH 48052'26" WEST 332.24 FEET;
THENCE NORTH 74"56'35" WEST 80.29 FEET;
THENCE SOUTH 74"58'06" WEST 235.65 FEET;
THENCE SOUTH 51"40'42" WEST 93.09 FEET;
THENCE SOUTH 21053'05" WEST 241.50 FEET;
THENCE SOUTH n021 '09" WEST 341.17 FEET;
THENCE SOUTH 60048'05" WEST 79.49 FEET;
THENCE NORTH 88009'54" WEST 265.68 FEET;
THENCE SOUTH 89036'53" WEST 1,997.38 FEET;
THENCE 77.54 FEET ALONG THE ARC OF A NON- TANGENTIAl CIRCUlAR CURVE CONCAVE
WEST HAVING A RADIUS OF 739.73 FEET THROUGH A CENTI1AL ANGLE OF 06"0lJ'22" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 02053'58" EAST 77.51 FEET;
THENCE SOUTH 00038'28" EAST 84.34 FEET;
THENCE NORTH 90000'00" WEST 71.80 FEET;
THENCE SOUTH 00038'46" EAST 3.444.22 FEET; .
THENCE 224.04 FEET ALONG THE ARC OF A -NON-TANGENTIAL CIRCUlAR CURVE CONCAVE
WEST HAVING A RADIUS OF 2,721.25 FEET THROUGH A CENTRAL ANGLE OF 04"43'02" AND
BEING SUBTENDED BY A CHORD WHICH BEARs SOUTH 01"44'02" WEST 223.98 FEET;
THENCE SOUTH 04005'59" WEST 217.57 FEET;
9/3nf:2CJ0.4- 121'230 Ver: 011. SSTCC!-:,.....:..,..
-..
037~.O
:)
=-
WilsOnMiller.
..
N~w Directions In Planning. OIslgn & EnginHring
Agenda Item f\lo. 78
January 11, 2011
Page 59 of 129
'-i
'-
,.
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, :rOWNSHIP 47 SOlJ'lrl, RANGE 29 EAST. AND PART OF SECTION 36.
TOWNSHIP 47 SOUTH, RANGE 28 EASt. COLLIER COUNiY, FLORIDA
EXHIBIT "AW - D.R.1. LANDS (CONTINUED):
THENCE 153.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 2,2n.17 FEET THROUGH A CENTRAL ANGLE OF 03"51'35" AND
BEING SUBTENDED BY A CHO~D WHICH BEARS SOUTH 02"10'28" WEST 153.37 FEET;
THENCE SOUTH 06"34'56" EAST 1,190:32 FEET TO A POINT ON THE NORTH RIGHT-OF-WAY UNE
OF SAID OIL WElL ROAD (100 FOOT RIGHT-OF~WAY): _ ______._...__
'fHEMCE""A1..--oNG""SAllJRTGHT-OF_WA Y UNE SOUTH 88"54'34" WEST 256.81 FEET TO THE POINT
- OF BEGINNING.
BY
. .M. LS#5627
CERTIFICATE OF AUTHORIZATION #LB-43
REF: 4H-125, SHEETS 1-5
DATE: AUGUST 29,2003
REVISIONS: 1. OCTOBER 16,2003
2. MARCH 3. 2004
3. SEPTEMBER 30, 2004
W3~ 127= Vor. 0". BSTOCKH4M
CA.ocO .
C7378l1-()()(;.()()()..0
10
'" :>>
Agenda Item No. 7B
January 11, 2011
Exhibit "B~age 60 of 129
.,
STEWARDSHIP RECEIVING AREA
. CREDIT AGREEMENT
THIS STEW ARDSHJP RECEIVING AREA CREDIT AGREEM~NT (hereinafter
referred to as the "Agreement") is made and entered this 14th day of June, 2005. by and
.. between COLLIER. COUNTY, a political subdivision of the State of Florida, hereinafter
referred to as "County" whos.e mailing address is the Harmon Turner Building, 3301
. , ~
East Tamiami Trial, Naples, Florida 34112, and AVE MARIA, DEVELOPMENT, LLLP, a
Florida limited liability limited partnership, hereinafter referred to as "Applicant" whose
mailing address is 2600 Golden Gate Parkway, Naples, Florida 34105, for the purpose
of designating the number of Stewardship Sending Area (SSA) Credits consumed in the
. designation of Ave' Maria as a Stewardship Receiving Area and the source of those
SSA credits.
RECITALS
1.
Applicant has applied for SRA designation for Ave Maria, which
designation includes Ave Maria University and the Town of Ave Maria, and
2.
said SRA is approximately 5027 acres in size.
The County has reviewed the SRA Designation Application, along with all
support documentation and information required by Section 4.08 (new
LOG) of the Collier. County Land Development Code (LOG), and
3.
determined that SRA designation for Ave Maria is appropriate.
Said SRA includes the 960 acre initial phases of Ave Maria University and
the Town of Ave Maria, which has been previously designated as a SRA
pursuant to Resolution 2004-89, also adopted by the Board of Gounty
Page 1 of 6
Agenda Item f\Jo. 7.8 ..
January 11, 2011
Page 61 of 129
'\
.
Commis.sioners of Collier County, Florida, on March 23, 2004; and which
was the subject of. a Preliminary Stewardship Credit Agreement dated
March 23.. 2004.. - - - - ..
4.
The County and Applicant have reached agreement on the number of
Stewardship Sending Area (SSA) Credits required to be utilized for s,uch
designation, which number includes the 5064 Credits utilized to designate
5.
the SRA for the initial phases of Ave Maria. .
The County and Applicant agree that this SRA Credit Agreement is in
compliance with and fully meets the requirements of the Collier County
Growth Management Plan and LDC.
NOW THEREFORE in consideration of the above premises and the
expenditure of credits and authorizations granted hereby and other good and valuable
consideration, the receipt and sufficiency of which is hereby acknowledged, the parties.
agree as follows:
1.
Applicant, Ave Maria Development, LLLP, is hereby utilizing and
development on the 5027 acres proposed in the Ave Maria Development
Document and summarized hereinafter, subject to adjustment pursuant to
paragraph 5 hereof. It is understood and agreed that included in said
Credits are the 5064 Credits previously transferred to the County to entitle
the 960 acre initial phases of Ave Maria.
Page 2 of 6
..)0 ,.
Agenda Item No. 7B
January 11, 2011
Page 62 of 129 .
2.
3.. - .-- Attached hereto is Exhibit uB", the Ave Maria Master Plafl which depicts
the land uses within the SRA. Also attached as Exhibit "C" is the Ave
. Maria Land Use Summary which identifies the number of residential
dwelling units, gross leaseable square footage of retail and office uses,
4.
and the other land uses depicted on the Ave Maria Master Plan.
The designation of an SRA requires eight Stewardship Credits to be
transferred to an SRA in exchange for the development of one acre of
land within Ave Maria. There are 3582.3 acres within Ave Maria that
require the consumption of Credits, since open space in excess of 35%
and public benefit uses such as Ave Maria University do not consume
Credits.
5.
Preliminary planning calculations for future development areas show open
spaces within the SRA in excess of the required 35% to be 417.7 acres.
The parties hereto understand and agree that this is an estimate only, and
the exact excess open space acreage and ~umber of Stewardship Credits
to entitle the ultimate development may change. The parties agree to
recalculate and finalize the acreage and exact number of credits at the
time of the five year evaluation of this SRA, and adjust the required
number of credits, whether by transfer of additional credits to County or
return of un utilized credits to Applicant, which shall be made at that time.
Page 3 of 6
Agenda Item No. 7B . ~
January 11, 2011
Page 63 of 129 '\
6.
Applicant will be utilizing credits generated from Stewardship Sending
')
. .
Areas 1 - 4 respectively; which generated 7883.6 SSA Credits; SSA-5,
which generated 2938.3 Credits, and SSA Application Number SSA~2005-
AR-7382, which is designating Stewardship Sending Area 6, and is
expected to generate 25,525.2 Credits. Applicant will utilize 7,883.6
Stewardship Credits from SSAs 1-4, 2,938.3 Stewardship Credits from
SSA 5, and 17,836.5 Stewardship Credits-from SSA 6, for a total of
28,658.4 Credits. No credits are being utilized from SSA 3A' or SSA 5A.
Stewardship Sending Area 6 will authorize 25,525.2 Stewardship Credits
upon approval by County, but only 21,238.8 Stewardship Credits will be
immediately available for utilization upon such approval. The remaining
4,286.4 Stewardship Credits are being generated by restoration activities
and will not become avaiiabie for utiiization and transfer until said
restoration has met the applicable success criteria set forth.
7.
The County has approved Ave Maria as an SRA consisting of 5027 acres
and has approved the Ave Maria Master Plan and Development
Document, as well as the Ave Maria DRI Development Order.
8.
Ave Maria Development, LLLP, as applicant, acknowledges that
development of the SRA land may not commence until Applicant has
recorded an SRA Credit Agreement Memorandum with the Collier County
Clerk of Courts.
9.
This Agreement may only be amended by written agreement of all the
parties hereto.
Page 4 of 6
. .
. '
Agenda Item No. 7B
January 11, 2011
Page 64 of 129
,..
IN WITNESS WHEREOF, the 'parties hereto' have caused this Agreement to be
executed by their dwlyauthorized officers or rep~esentative and their official seals hereto
affixed ttie day and year 'first written above.
Attest:
DWIGHT I;-"M~t;.~_~C'~rk
,,:." .?!:.'*./'\ ~ l,Ir...Jt,;;/ . ',,-.
;./":;;:.~ ;~~;'...-""'" .:~l..~ :;,. ;~.
.. '=":.t. ;.. ~ .11..' ,...r.~ ~, f'1l:
.~ ,"':'! f ;:::ti:if:;~: ..'~~ .~ .~~ l
- '. ...... 'S~ '.. .'....~ . '.
: ':. ",,':':. ;'F.3'7~ .; ) :,
BOARD OF COUNTY COMMISSIONERS
COLLIER COUNTY, FLORfDA
By: '1uJ-W. ~
' FRED W. COYLE, Chai '
.
-- : :I ...,,-;.....__. "'='" ," : ...... :
-::. ..(~'. ",,\\ .... . Beputy Clerk
~". :~r...-').::)..: .~ /~.J..\~ft",,~~:: ~ ~ .
Att.t as to~]tii.f~t'f::~'"
. , , -.. ~'J',",),.;" ,,'I; "~ ,'.'
If9~at"re OR11~" ..'..,'....'.'.
roved as to form and sufficiency:
\
hite, Assistant County Attorney
Page 5 of 6
Agenda Item Nt). 7.8
January 11, 2011
Page 65 of 129 ""
WITNESSES:
AVE MARIA DEVELOPMENT, LLLP, a
Florida limited liability limited partnership
By: Barron Collier Corporation
General Partner
JAMM.. ~
Print Name: SVSluJ YnI1,{)/2..t)
~ '>>7. 7r-'-H
Prin Name: L4.fI~ AI. We6p
By'
STATE OF FLORIDA
COUNTY OF COLLIER
. -cl.
The. foregoing instrument was acknowledged before me this ~ 0 day of
~ ,2005, by Paul Marinelli, as President of Ave Mari~ Development,
LLLP.. He is [vi personally known to me, or [ ] has produced driver's license no.
as identification.
. ~~ CAROLYN A. SHAW
{.; . ~ MY COMMISSION' DO 215664
~ EXPIREs: Seplellter 25, 2WI
.~. iianlilcfllw NoIwy PIIlIe UncIInnllIJI
Cl~a~
Notary Public CAROLYN' A. SHAW
Name
(Type or Print)
Certificate No. 'D P 2/51... r.. 'I
My Commission expires Cf - ~ 0;-0 '7
(SEAL)
F:\wpdocs\L1T\GLV\New Town Development\Ave Maria\Legal Docs\WORD-SRA CREDIT AGMT2.doc
Page 6 of 6
I( I '_f ~
WilsOnMille,.
,.
New Dltec1lot7$ In Plmnfnu, DBSlgn & !nglnftring
Agenda Item No. 7B .
January 11, 2011
Page 66 of 129
'"-
EXHIBIT "A- - D.R.I. LANDS
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18,
TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP
47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA
ALL THAT PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48
SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH,
RANGE 29 EAST, COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRISED AS
FOLLOWS:. .
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16:
THENCE NORTH 01004'10" WEST 5..Q.DQEEE'r r-O..nis.NGRTH-RI<aH1'=-ef-WA-Y-tfNC-O~ELL
~OPio-t100RmTRTGHT OF WAY) AND THE POINT OF BEGINNING OF THE PARCEL HEREIN
DESCRISED;
THENCE SOUTH 8soS7'06" WEST 152.15 FEET:
THENCE NORTH 01007'23" WEST 300.01 FEET TO A POINT ON A LINE LYING 300 FEET NORTH OF .
AN PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD;
THENCE ALONG SAID LINE SOUTH 88057'05" WEST 2,417.56 FEETj. .
THENCE CONTINUING ALONG SAID LINE SOUTH SS"5S'37"WI::ST 1,128.15 FEET:
THENCE LEAVING SAID LINE NORTH 01013'46" WEST 1,089.65 FEET;
THENCE SOUTH 89032'56" WEST 1 ,514.02 FEET;
THENCE SOUTH S9024'19" WEST 3977.40 FEET;
THENCE NORTH 00"01'40" EAST 1280.68 FEET;
THENCE NORTH 90000'00" EAST 1125.68 FEET;
THENCE NORTH 00019'38" WEST 520.46 FEET;
THENCE NORTH 09027'58" EAST 38.31 FEET;
THENCE NORTH 14"56'1S" EAST 32.59 FEET;
THENCE NORTH 59002'49" EAST 24.49 FEET;
THENCE NORTH 68012'25" EAST 33.9.3 FEET;
THENCE NORTH 73"oS'54" EAST 72.42 FEET;
THENCE NORTH 69"14'09" EAST 65.14 FEET;
THENCE NORTH 61011'5S" EAST 47.93 FEET;
THENCE NORTH 56044'10" EAST 80.38 FEET:
THENCE NORTH 54"18'17" EAST 82.75 FEET:
THENCE NORTH 51"34'19" EAST 552.31 FEET;
THENCE NORTH 12"32'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780.99 FEET;
THENCE NORTH 38040'18" WEST 48.27 FEET;
THENCE NORTH 55"5S'45" WEST 175.13 FEET;
THENCE NORTH 78014'12" WEST 46.21 FEET;
THENCE SOUTH 86041'17" WEST 358.77 FEET;
THENCE NORTH 43016'3S" WEST 44.00 FEET;
THENCE NORTH 01"28'53" WEST 584.34 FEET;
THENCE NORTH 88045'30" EAST 2,256.99 FEET;
THENCE NORTH 11"31'40" WEST 679.82 FEET;
THENCE NORTH 29057'19" EAST 43.24 FEET;
THENCE NORTH 80003'11" EAST 750.96 FEET;
THENCE NORTH 82"05'14" EAST 23.32 FEET;
THENCE NORTH OS045'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCUlAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 23"30'23" EAST 81.34 FEET TO A POINT.
OF REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A
RADIUS OF 215.80 FEET THROUGH A CENTRAL ANGLE OF 39048'43" SUBTENDED BY A CHORD
WHICH BEARS NORTH 22002'37"EAST 146.95 FEET;
THENCE NORTH 02"08'16" EAST 434.86 FEET;
THENCE NORTH 38"40'13" EAST 124.61 FEET;
THENCE NORTH 23"55'58" EAST 503.82 FEET;
THENCE NORTH 89"19'06" EAST 272.53 FEET;
THENCE NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09"56'39" EAST 638.73 FEET;
THENCE NORTH 73036'58" EAST 172.46 FEET;
Offices strategically located to serve our clients 800.649.4336
Naples/Corporate omce 3200 Bailey Lane, Suite 200. Naples, Florida 34105.239.549.4040. Fax 239.043.5718
WI/sonmll/er.com
.-
::-
. WilsonMillei/
..
New Directions In Planning, Design & EnginBBrinv
Agenda Item K1o~ 18 . " ..
January 11, 2011 '_
Page 67 of 129 '"
,.
DESCRIPTION OF PART OF SECTJON4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29' EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
. TOWNSHIP 47 SOUTH, RANG~28 EAST, COLUER COUNTY, FLORIDA
EXHIBIT "A" - D.R.I. LANDS (CONTINUED):
THENCE NORTH 10"53'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHWEST HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF SS.07'37" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39"53'35" WEST 308.56 FEET;
THENCE NORTH 73"57'24" WEST 492.85 FEET; .
THt:rqCE"3"l~2rFEET'AtOl'R!'TH"eARC of A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTH HAVING A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54"05'52" AND
BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 90"00'00. WEST 301.71 FEET;
THENCE SOUTH 62"57'04" WEST 506.32 FEET;
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 107.24 FEETlliROUGH A CENTRAL ANGLE OF 83"01'31" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 27"09'3()!, WEST 142.15 FEET;
THENCE SOUTH 14"21'16" EAST 287.88 FEET;
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHWEST HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115"44'01"
AND BEING SUBTENDED BY ACHOROWHICH BEARS SOUTH 29"11'23" WEST 286.03 FEET;
THENCE SOUTH 87"03'24" WEST 81.50 FEET;
THENCE SOUTH 19"06'00" WEST 178.46 FEET;
THENCE SOUTH 73"34'35" WEST 263.81 FEET;
THENCE SOUTH 33"42'00" WEST 81.86 FEET;
THENCE SOUTH 51"52'05" WEST 1 ,402.28 FEET; ,
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
SOUTHEAST HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82"54'07" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22"50'28" WEST 200.58 FEET;
THENCE SOUTH 18"36'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
NORTHEAST HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66004'00" AND
BE1NG SUBTENDED BY A CHORD WHICH BEARS SOUTH 48032'34" EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET;
THENCE SOUTH 14002'28" EAST 106.97 FEET;
THENCE SOUTH 15053'24" WESt 33.42 FEET;
THENCE SOUTH 72016'08" WEST 1325.01 FEET;
THENCE NOR11-i 16"22'40" WEST 868.64 FEET;
THENCE NORTH 16"OZ'21" WEST 1,001.63 FEET;
THENCE NORTH 15"43'23"WEST 808.63 FEET;
THENCE NORTH 14029'4Z" WEST 215.30 FEET;
THENCE NORTH 02"51'21" WEST 51.77 FEET;
THENCE NOR11-i 37"59'19" EAST 51.77 FEET'
THENCE NORTH 58"24'39" EAST 660.90 FEET;
THENCE NOR11-i 56056'Z5" EAST 865.77 FEET.
THENCE NOR11-i 6zoZ7'21" EAST 303.89 FEET;
THENCE NOR11-i 58011'43" EAST 148.88 FEET;
THENCE NORTH 66"Z7'20" EAST 99.67 FEET;
THENCE NORTH 79"59'44" EAST 60.67 FEET;
THENCE NORTH 18"39'40" EAST 212.96 FEET;
THENCE NORTH 13"26'09" EAST 80.67 FEET;
THENCE NOR11-i 04"05'14" EAST 65.75 FEET;
THENCE NORTH 00"47'28" EAST 593.12 FEET;
THENCE NORTH 05"29'40" EAST 61.18 FEET;
THENCE N9R11-i Z0017'22" EAST 57.43 FEET;
THENCE NOR11-i 51055'17" EAST 55.07 FEET;
THENCE SOUTH 84"48'27" EAST 51.76 FEET;
THENCE SOUTH 67"53'53" EAST 40.46 FEET;
THENCE SOU11-i 53037'33" EAST 5529 FEET;
THENCE SOU11-i 55"37'37" EAST 158.19 FEET;
THENCE SOUTH 66"28'32" EAST 79.22 FEET;
=-
913W2004- 127m Ver. 011. BSTOCKHAt.l
c.o.oQ
~7~.0
2
,.... .'.
WilsOnMiller.
,..
New Directions In Planning, DesIgn & Engineering
Agenda Item No. 7B
January 11, 2011
Page 68 of 129
.-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, "(OWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.1. LANDS (CONTINUED):
THENCE SOUTH 81019'48" EAST 69.92 FEET;
THENCE NORTH 80053'08" EAST 96,10 FEET;
THENCE NORTH 83009'35" EAST 88.49 FEET;
THENCE SOUTH 75058'08" EAST 57.96 FEET;
THENCE SOUTH 45044'09" EAST 65.43 FEET;
TrtENCE sot.lT1=i2~t2'23"1:ASI1U/,u3 FEt:I;
THENCE SOUTH 31"09'29" EAST 124.53 FEET;
THENCE SOUTH 36"28'03" EAST 195.13 FEET;
THENCE SOUTH 41"49'01" EAST 193.27 FEET;
THENCE SOUTH 41027'57" EAST 187.53 FEET;
THENCE SOUTH 50006'28" EAST 177.12 FEET;
THENCE NORTH 86006'03" EAST 103.33 FEET;
THENCE NORTH 82007'11" EAST 76.87 FEET;
THENCE NORTH 58049'02" EAST 61.16 FEET;
THENCE NORTH 41011'10" EAST 266.09 FEET;
THENCE NORTH .43845'15" EAST 203.61 FEET;
THENCE NORTH 63826'06" EAST 230.87 FEET;
THENCE NORTH 55812'54" EAST 17.74 FEET;
THENCE NORTH 06858'1.7" WEST 40.07 FEET; .
THENCE NORTH 60020'46" EAST 94.06 FEET;
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52822'08" EAST 29.10 FEET;
THENCE NORTH 05013'18" EAST 37.01 FEET;
THENCE NORTH 07013'1S" WEST 185.10 FEET;
THENCE NORTH 08"55'50" WEST 66.36 FEET;
THENCE NORTH 08035'26" WEST 70.11 FEET;
THENCE NORTH 03"SO'28" EAST 24.24 FEET;
THENCE NORTH 09"22'28" EAST 32.62 FEET;
THENCE NORTH 32803'11" EAST 61.35 FEET;
THENCE NORTH 41"59'52" EAST 54.16 FEET;
THENCE NORTH 46038'59" EAST 44.15 FEET;
THENCE NORTH 40819'34" EAST 80.40 FEET;
THENCE NORTH 39030'46" EAST 42.43 FEET;
THENCE NORTH 52807'39" EAST 71.16 FEET;
THENCE NORTH 60"17'11" EAST 55.95 FEET;
THENCE NORTH 68"43'34" EAST 63.02 FEET;
THENCE NORTH 86812'19" EAST 41.51 FEET;
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET;
THENCE NORTH 69031'07" EAST 36.80 FEET;
THENCE NORTH 75837'20. EAST 34.34 FEET;
THENCE SOUTH 72808'39" EAST 57.43 FEET;
THENCE SOUTH 56052'50" EAST 70.22 FEET:
THENCE SOUTH 56852'1S" EAST 99.31 FEET;
THENCE SOUTH 70835'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET;
THENCE NORTH 85047'37" EAST 52.90 FEET;
THENCE NORTH n016'1S" EAST 51.33 FEET;
THENCE NORTH 64020'23" EAST 9.49 FEET;
THENCE NORTH 23058'25" EAST 60.47 FEET;
THENCE NORTH 39027'42" EAST 136.06 FEET;
THENCE NORTH 18"12'03" EAST 123.70 FEET;
THENCE NORTH 16026'30" WEST 137.54 FEET;
THENCE NORTH 45"55'34" WEST 133.51 FEET;
THENCE NORTH 84043'21" WEST 101.26 FEET;
THENCE SOUTH 87006'53" WEST 375.05 FEET:
=-
Wl:J0/200+- 127230 Yer. 011- BSTOCKHIo.M
c.uo<:I
037~.0
3
WilsonMiller.
r
New Directions In Planning, Design & Engineering
Agenda Item N<t. 713
. January 11, 2011
Page 69 of 129
\
.-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST,'.COLLlER COUNTY, FLORIDA .1
EXHIBIT DAD - C.R.I. LANDS (CONTINUE~):
THENCE SOUTH 86031'55" WEST 296.36 FEET;
THENCE NORTH 02029'11" WEST 25.06 FEET;
THENCE SOUTH 85019'00" WEST 63.79 FEET;
THENCE SOUTH 87001'35" WEST 57.73 FEET;
THENCE NORTIi 8S014'11" WEST 27.0S FEET;
THBlCE..hlDRIl:L8~1~EST-22.5.w=EET:
THENCE NORTIi 71001'47" WEST 25.34 FEET;
THENCE NORTH 7405T44" WEST 25.97 FEET;
THENCE NORTH 80042'24" WEST 41.73 FEET;
THENCE NORTIi 77000'19" WEST 49.95 FEET;
THENCE NORTIi 78026'56" WEST 104.70 FEET;
THENCE NORTIi 78045'16" WEST 195.82 FEET;
THENCE NORTH 79021'51" WEST 81.14 FEET;
THENCE NORTH 76030'15" WEST 3B.50 FEET;
THENCE NORTH 70033'36" WEST 13.50 FEET;
THENCE NORTH 53058'21" WEST 10.18 FEET;
THENCE NORTH 53058'22" WEST 10.18 FEET;
THENCE NORTH 43009'08" WEST 16.42 FEET;
THENCE NORTH 34052'31" WEST 30.12 FEET;
THENCE NORTH 37008'48" WEST 31.00 FEET;
THENCE NORTH 45000'00" WEST 37.06 FEET;
THENCE NOR;rH 43028'45" WEST 29.92 FEET;
, THENCE NORTH 52029'45" WEST 40.59 FEET;
THENCE NORTH 53028'16" WEST 25.16 FEET;
THENCE NORTH 59051'49" WEST 23.93 FEET;
THENCE NORTH 72053'50" WEST 40.74 FEET;
THENCE NORTH 74038'02" WEST 101.72 FEET;
THENCE NORTH 76025'14" WEST 79.73 FEET;
THENCE NORTH 73050'34" WEST 83.41 FEET;
THENCE NORTH 77016'32" WEST 71.39 FEET;
THENCE NORTH 70044'15" WEST 32.62 FEET;
THENCE NORTH 75044'50" WEST 240.26 FEET;
THENCE SOUTH 76022'29" WEST 54.20 FEET;
THENCE NORTH 75046'41" WEST 12.81 FEET;
THENCE NORTH 78006'45" WEST 243.02 FEET;
THENCE SOUTH 87032'28" WEST 438.43 FEET;
THENCE SOUTH 86036'21" WEST 1,109.58 FEET;
THENCE NORTH 77000'11" WEST 142.86 FEET;
THENCE SOUTH 17030'03" WEST 10.94 FEET;
THENCE SOUTH 21030'05" EAST 36.63 FEET;
THENCE SOUTH 30057'50" WEST 5.02 FEET;
THENCE NORTH 73010'43" WEST 139.18 FEET;
THENCE NORTH 11046'06" WEST 25.32 FEET;
THENCE NORTH 05042'38" WEST 20.76 FEET;
THENCE NORTH 04023'55" WEST 13.47 FEET;
THENCE NORTH 50011'40" WEST 8.07 FEET;
THENCE NORTH 83059'28" WEST 19.73 FEET;
THENCE NORTH 84057'27" WEST 35.25 FEET;
THENCE NORTH 83049'48" WEST 38.44 FEET;
THENCE NORTH 80044'23" WEST 96.27 FEET;
THENCE NORTH 79048'04" WEST 449.12 FEET;
THENCE NORTH 77049'57" WEST 284.20 FEET;
THENCE NORTH 83"39'35" WEST 93.52 FEET;
THENCE NORTH 87039'46" WEST 101.30 FEET;
THENCE NORTH 84025'40" WEST 85.09 FEET;
THENCE NORTH 77028'16" WEST 95.22 FEET;
=-
Bl'3CY2004- 12n30 Ver. 01!6 6STOCK~A.M
"""'"
0378&.000-000. . 0
4.
". . ~...
WilsOnMiller.
r
New Directions In Planning, Design & Engineering
Agenda Item No. 7B
January 11 , 2011
Page 70 of 129
..
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33 TOWNSHIP 47 SOUTH,. RANGE 29 EAST, AND PART OF SECTION 36, .
TOWNSHIP 47 SOUTH, RANGE 28 EAST:. COLLIER COUNTY, FLORIDA
EXHIBIT 'A" - D.R.I. LANDS (CONTlNUEG):
THENCE NORTH 77023'45" WEST 170.38 FEET;
THENCE NORTH 75057'50" WEST 76.65 FEET;
THENCE NORTH 69026'38" WEST 35.30 FEET;
. THENCE NORTH 69046'31" WEST 41.82 FEET;
THENCE NORTH 48048'50" WEST 43.91 FEET;
THENCE-NOR~6"t4'43"-WESI't34:4-o-'FEET~
THENCE NORTH 43058'24" WEST 611.34 FEET;
THENCE NORTH 45000'00" WEST 338.85 FEET;
THENCE NORTH 44041'45" WEST 412.62 FEET;
THENCE NORTH 43026'06" WEST 267.38 FEET;
THENCE NORTH 46027'29" WEST 200.89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET;
THENCE NORTH 81052'12" EAST 18.83 FEET;
THENCE NORTH 03020'45" EAST 73.83 FEET;
THENCE SOUTH 85025'42" WEST 6.48 FEET;
THENCE NORTH 90000'00" WEST 10.84 FEET;
THENCE SOUTH 70027'48" WEST 16.99 FEET;
THENCE SOUTH 56018'36" WEST 14.89 FEET;
THENCE SOUTH 75057'49" WEST 17.03 FEET;
THENCE SOUTH 87016'25" WEST 10.86 FEET;
THENCE NORTH 59020'58" WEST 16.21 FEET;
THENCE NORTH 35032'16" WEST 17.77 FEET;
THENCE NORTH 26033'54" WEST 17.32 FEET;
THENCE NORTH 1S011'21"WEST 16.67 FEET;
THENCE NORTH 01.52'04" WEST 47.53 FEET;
THENCE NORTH 00"05'16" WEST 336.69 FEET;
THENCE NORTH 00"Z9'38" WEST 299.52 FEET;
THENCE NORTH 00056'29" WEST 220.01 FEET;
THENCE NORTH 00"52'19" EAST 237.57 FEET;
THENCE NORTH 00046'52" WEST 113.62 FEET;
THENCE NORTH 00"00'00" EAST 13.43 FEET;
THENCE NORTH 14"02'10" EAST 8.52 FEET;
THENCE NORTH 45"00'00" EAST 5.84 FEET;
THENCE NORTH 71.33'54" EAST 9.80 FEET;
THENCE NORTH 82.24'19" EAST 15.63 FEET;
THENCE SOUTH 89012'02" EAST 222.07 FEET:
THENCE SOUTH 86036'31" EAST 69.83 FEET;
. THENCE SOUTH 82"38'52" EAST 32.28 FEET;
THENCE SOUTH 70"49'16" EAST 25.15 FEET;
THENCE SOUTH 60"38'32" EAST 18.96 FEET;
THENCE SOUTH 62.44'41" EAST 38.34 FEET;
THENCE SOUTH 73.08'30" EAST 35.61 FEET;
THENCE SOUTH Sr42'34" EAST 25.84 FEET;
THENCE NORTH 86.18'31" EAST 32.08 FEET;
THENCE NORTH 74.58'54" EAST 43.84 FEET;
THENCE NORTH 66"16'18" EAST 51.33 FEET;
THENCE NORTH 56.0125" EAST 57.Z9 FEET;
THENCE NORTH 52"34'43" EAST 171.66 FEET;
THENCE NORTH 43.53'54" EAST 75.96 FEET;
THENCE NORTH 36"37'17" EAST 47.61 FEET;
THENCE NORTH 35.48'12" EAST 77.68 FEET;
THENCE NORTH 30021'Z9" EAST 83.78 FEET;
THENCE NORTH 22.37'12" EAST 67.13 FEET:
THENCE NORTH 13036'02" EAST 32.94 FEET;
THENCE NORTH 14028'13" EAST 66.13 FEET;
THENCE NORTH 10.57'15" EAST 65.22 FEET;
=-
1l\-":3O/2O().t.. 12n:J.O Ver:OI..SS7CCf\.....~M
"""'"
03;8&-000-000...0
5
WilsonMi/le,.
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New Directions In Planning, Oesign & Engi~g
Agenda Item No!' 7.B
January 11, 2011
Page 71 of 129
'\.
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17 t TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND \
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, I
TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.J. LANDS (CONTINUEI:l):
THENCE NORTH 11018'36" EAST 21.06 FEET;
THENCE NORTH 16041'58" EAST 10.78 FEET;
THENCE NORTH 45000'00" EAST 10.22 FEET:
THENCE NORTH 58023'33" EAST 15.76 FEET;
THENCE NORTH 64039'14" EAST 21.71 FEET;
T-HEN€-E-NOR11+6'1"4r47"-EAST-;~:98-FEET:-
THENCE NORTH 64059'39" EAST 161.25 FEET;
THENCE NORTH 66022'14" EAST 18.04 FEET;
THENCE NORTH 72053'50" EAST 28.10 FEET;
THENCE NORTH 90000'00. EAST 14.46 FEET;
THENCE NORTH 88018'55" EAST 35.13 FEET;
THENCE SOUTH 88036'10" EAST 42.36 FEET;
THENCE NORTH 90000'00. EAST 28.92 FEET;
THENCE SOUTH 82045'47" EAST 16.40 FEET:
THENCE SOUTH 61055'39" EAST 17.73 FEET;
THENCE NORTH 69034'35" EAST 118.02 FEET;
THENCE NORTH 81056'55" EAST 17.06 FEET;
THENCE NORTH 86043'15" EAST 124.39 FEET;
THENCE NORTH 13046'19" WEST 328.58 FEET;
THENCE NORTH 70048'07" EAST 76.21 FEET;
THENCE NORTH 54029'OS" EAST 37.97 FEET;
THENCE NORTH 21.53'45" WEST 54.48 FEET;
THENCE NORTH 70047'14" EAST 77.55 FEET;
THENCE NORTH 71002'31" EAST 35.S1 FEET;
THENCE NORTH 72016'21" EAST 131.70 FEET;
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73013'1 B" EAST 106.86 FEET;
THENCE NORTH 71011'1T' EAST 74.14 FEET;
THENCE NORTH 68"33'OB" EAST 30.93 FEET;
THENCE NORTH 71033'54" EAST 17.88 FEET;
THENCE NORTH 81015'14" EAST 13.52 FEET;
THENCE SOUTH 83"OS'20" EAST 17.09 FEET:
. THENCE SOUTH 47043'3S" EAST 1S.29 FEET;
THENCE SOUTH 37"20'58" EAST 24.58 FEET;
. THENCE SOUTH 16038'20" EAST 46.68 FEET;
THENCE SOUTH 24"10'17" EAST 35.78 FEET:
THENCE SOUTH 21052'45" EAST 70.36 FEET;
THENCE SOUTH 34033'45" EAST 28.09 FEET;
THENCE SOUTH 47026'12" EAST 34.20 FEET;
THENCE SOUTH 52025'53" EAST 8.43 FEET;
THENCE SOUTH 71"33'54" EAST 9.75 FEET:
THENCE SOUTH 85001'49" EAST 11.87 FEET;
THENCE SOUTH 87008'15" EAST 20.59 FEET;
THENCE SOUTH 8802S'50" EAST 37.54 FEET;
THENCE NORTH 87"33'48" EAST 48.37 FEET;
THENCE SOUTH 89035'00. EAST 141.38 ~EET;
THENCE NORTH 89006'34" EAST 99.23 FEET;
THENCE NORTH 84031'51" EAST 48.55 FEET:
THENCE NORTH 82020'00" EAST 26.97 FEET:
THENCE NORTH 79046'40" EAST 31.67 FEET;'
THENCE NORTH 76027'51" EAST 28.56 FEET;
THENCE NORTH 70023'45" EAST 39.84 FEET;
THENCE NORTH 70048'11" EAST 134.46 FEET:
THENCE NORTH 70037'19" EAST 79.02 FEET;
THENCE NORTH 66032'28" EAST 29.70 FEET;
THENCE NORTH 57"49'44" EAST 37.66 FEET;
~
9130t2004- 121::S0 Vei. on.. eSTOCKHAM
c.--
0318&.000-000-. 0
6
,. .4
WilsOnMille,.
,.
New DirectiO/1$ JnPlannJng, Dsign & Engineering
Agenda Item No. 7B
Jariuary 11, 2011
Page 72 of 129
".-
.-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHI81T "AD - D.R.l. LANDS (CONTINUED):
THENCE NORTH 53021'57" EAST 74.96 FEET;
THENCE NORTH 54"24'59" EAST 148.87 FEET;
THENCE NORTH 50050'35" EAST 203.54 FEET;
THENCE NORTH 48"43'53" EAST 33.52 FEET;
~E~~E li.oBTH ~~023~~2.:"EA$I~1,~LfEET; .. .'_.
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING
SUBTENDED BY A CHORD WHICH BEARS NORTH OS"25'03" WEST 314.18 FEET;
THENCE NORTH 41"37'27" WEST 133.18 FEET; . _ .
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING
A RADIUS OF 573.36 FEET THROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY
A CHORD WHICH BEARS NORTH 50"50'52" WEST 183.80 FEET; .
THENCE NORTH 60004'16" WEST 149.32 FEET;
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84041'37" AND BEING
SUBTENDED BY A CHORD WljlCH BEARS NORTH 17"43'30" WEST 40.41 FEET;
. THENCE NORTH 24037'19" EAST 671.69 FEET;
THENCE NORTH 23058'37" EAST 211.35 FEET;
THENCE NORTH 27"45'05" EAST 100.63 FEET;
. THENCE NORTH 34"51'48" EAST 129.90 FEET;
THENCE NORTH 36"14'23" EAST 119.58 FEET:
THENCE NORTH 39"15'14" EAST 61.92 FEET: .
THENCE NORTH 30037'48" EAST 96.80 FEET;
THENCE NORTH 31"09'42" EAST 136.09 FEET;
THENCE NORTH 31"57'25" EAST 103.02 FEET:
THENCE NORTH 32.39'03" EAST 134.08 FEET:
THENCE NORTH 28"32'24" EAST 53.34 FEET:
THENCE NORTH 31015'49" EAST 35.90 FEET:
THENCE NORTH 36052'12" EAST 24.66 FEET:
THENCE NORTH 53"49'13" EAST 22.74 FEET;
THENCE NORTH 59"30'01" EAST 46.43 FEET:
THENCE NORTH 58"16'35" EAST 70.87 FEET:
THENCE NORTH 46049'06" EAST 48.85 FEET;
THENCE NORTH 34"36'20" EAST 66.58 FEET;
THENCE NORTH 36"23'58" EAST 266.89 FEET;
THENCE NORTH 35028'00" EAST 51.47 FEET:
THENCE NORTH 24"13'40" EAST 48.08 FEET;
THENCE NORTH 20"29'50" EAST 62.60 FEET;
THENCE NORTH 17"32'36" EAST 44.54 FEET;
THENCE NORTH 11002'07" EAST 134.56 FEET;
THENCE NORTH 09"20'41" EAST 65.81 FEET;
THENCE NORTH 08"49'13" EAST 32.16 FEET;
THENCE NORTH 02"07'16" WEST 14.81 FEET:
THENCE NORTH 19"58'59" WEST 12.83 FEET;
THENCE NORTH 29"55'53" WEST 20.87 FEET:
THENCE NORTH 45000'00" WEST 56.96 FEET:
THENCE NORTH 48051'56" WEST 57.48 FEET;
THENCE NORTH 42"38'48" WEST 28.31 FEET;
THENCE NORTH 38"47'48" WEST 35.86 FEET;
THENCE NQRTH 43"25'04" WEST 39.03 FEET;
THENCE NORTH 36"22'11" EAST 30.93 FEET;
THENCE NORTH 23"54'19" EAST 139.67 FEET;
THENCE SOUTH 66053'26" EAST 241.46 FEET;
THENCE SOUTH 64"45'28" EAST 263.29 FEET;
THENCE SOUTH 71"18'47" EAST 57.07 FEET:
THENCE SOUTH 85.07'33" EAST 50.51 FEET;
-:,'.
~ 127.230 Ver. Lltl. BSTC':i\HAM
c.o...
03786-000.()C'lo:". a 0
WilsDnMille,.
,.
New Directions In Planning, Dssign & Engineering ,
Agenda Item N.o. 7B :
January 11, 2011
Page 73 of 129
.-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND '\
PART OF SECTIONS 30 THROUGH 33, T9WNSHIP 47 SOUTH; RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.I. LANDS (CONTINUEO):
THENCE NORTH 81 "OS'07" EAST 75.18 FEET;
THENCE NORTH 81"43'21" EAST 63.88 FEET;
THENCE NORTH 84"S7'08" EAST 36.24 FEET;
. THENCE SOUTH 86"25'39M EAST 63.61 FEET;
THENCE SOUTH 81"31'2.1:..!:AS.I.2.~4~2~F!E~_
. THENCe-SOUTH 88"08'03" EAST 273.99 FEET;
THENCE NORTH 80"58'13M EAST 327.79 FEET;
THENCE NORTH 67850'56" EAST 252.22 FEET;
THENCE NORTH 81 "02'01M EAST 819.65 FEET;
THENCE NORTH 81"42'41" EAST 310.84 FEET;
THENCE SOUTH 65"34'43" EAST 80.72 FEET;
THENCE NORTH 89"59'47" EAST 219.16 FEET;
THENCE NORTH 82042'28M EAST 41.19 FEET;
THENCE NORTH 58"02'38" EAST 138.72 FEET;
THENCE NORTH 41"09'18M EAST 91.38 FEET;
THENCE NORTH 73"ST36M EAST 83.05 FEET; .
THENCE NORTH 84"51'58" EAST 30S.34 FEET;
THENCE NORTH 86038'43" EAST 343.90 FEET;
THENCE NORTH 87028'42" EAST 503.72 FEET;
THENCE NORTH 88"46'01" EAST 328.07 FEET;
THENCE NORTH 37"30'20" EAST 357.69 FEET;
THENCE NORTH 15"32'08" EAST 149.51 FEET;
, THENCE NORTH 86"55'36" EAST 261.44 FEET;.
THENCE NORTH 72"53'31" EAST 576.59 FEET;
THENCE NORTH 50"45'14" EAST 202.55 FEET;.
THENCE NORTH 87"14'14" EAST 314.60 FEET;
THENCE SOUTH 76"38'32" EAST 143.D8 FEET;
THENCE NORTH 89"49'43" EAST 1,054.71 FEET;
THENCE SOUTH 75"20'32" EAST 42.8S FEET;
THENCE SOUTH 41"43'41" EAST 38.04 FEET;
THENCE SOUTH 59"44'48" EAST 101.86 FEET;
THENCE SOUTH 82"56'38" EAST 71.89 FEET;
THENCE NORTH 76"31'27" EAST 68.87 FEET;
THENCE NORTH SO"32'45" EAST 175.39 FEET;
THENCE NORTH 78"18'10" EAST 41.23 FEET;
THENCE NORTH 89"28'30" EAST 480.22 FEET;
THENCE NORTHa2"52'57" EAST 82.50 FEET;
THENCE NORTH 59"26'48" EAST 47.53 FEET;
THENCE NORTH 77"36'27" EAST 12.36 FEET;
THENCE SOUTH 70"5S'29" EAST 1S.4S FEET;
THENCE SOUTH 47"41'12" EAST 748.88 FEET:
THENCE SOUTH 34"06'49" EAST 46.63 FEET;
THENCE SOUTH 14"16'24" EAST 615.15 FEET;
THENCE NORTrl 85"59'44" EAST 1S0.53 FEET;
THENCE NORTH 47"OS'44" EAST 11 O.SO FEET;
THENCE NORTH 29"11'18" EAST 4S0.96 FEET;
THENCE NORTH 13"56'S7" EAST 209.85 FEET;
THENCE NORTH 76"19'41" EAST 160.84 FEET;
THENCE NORTH 61"43'54" EAST 107.89 FEET;
THENCE NORTH 18"S8'36" EAST 69.73 FEET;
THENCE NORTH 01"36'49" WEST 341.03 FEET;
THENCE NORTH 89"OS'53" EAST 584.42 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF.
. CAMP KEIAS ROAD (80 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00"14'32" EAST 45.99 FEET;
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE SOUTH 05"51'27"WEST 224.83 FEET;
=-
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New Directions In Planning, Design & Eng/nHring
Agenda Item No. 7B
January 11, 2011
Page 74 of 129
',-
,"
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND
. PART OF SECTIONS 30 THROUGH 33, ',TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 28 EA~T, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.1. LANDS (CONTINUED):
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE 95.78 FEET ALONG iHSARC OFA
NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3,798.14 FEET
THROUGH A CENTRAL ANGLE OF 01026'42" AND BEING SUBTENDED BY A CHORD' WHICH BEARS
SOUTH 05004'45" WEST 95.78 FEET; .
THENCE LEAVING.-SAlD...RI.G1:Jr..QF~NE-~5-!a~ES-T-759:71-FEET I U A POINT ON
A L1NEl YlNG-330 FEET WEST OF AND PARAllEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID
CAMP KEIAS ROAD; ,
THENCE ALONG SAID LINE SOUTH 00014'33" EAST 1,537.82 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 00022'10" EAST 2,347.87 FEET;
THENCE LEAVING SAID LINE NORTH 8s02S'01" EAST 330.00 FEET TO A POINT ON THE WEST
RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD (80 FOOT RIGHT-Of-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00022'10" EAST 200.00 FEET;
THENCE LEAVING SAID RIGHT-OF-WAY LINE SOUTH 8902S'01" WEST 330.00 FEET TO A POINT ON
A LINE LYING 330 FEET WEST OF AND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID
CAMP KEIAS ROAD;
THENCE ALONG SAID LINE FOR THE FOllOWING 9 COURSES:
1. SOUTH 00"22'10" EAST 62.31 FEET;
2. SOUTH 00"30'10" EAST 2,674.23 FEET;
3. SOUTH 00035'31" EAST 2,684.53 FEET;
4, SOUTH 00"38'11" EAST 2,610.24 FEET;
5. SOUTH 00030'34" EAST 199.67 FEET; .
6. 227.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF
3,032.95 FEET THROUGH CENTRAL ANGLE OF 04018'04" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02039'36" EAST 227.63 FEET;
7. SOUTH 04~48'38" EAST 400.93 FEET;
8. SOUTH 05008'04" EAST 83.53 FEET;
9. SOUTH oo029'16~ EAST 1672.20 FEET;
THENCE LEAVING SAID LINE SOUTH 89"04'49" WEST 604.79 FEET;
THENCE NORTH 47"03'54" WEST 98.67 FEET;
THENCE SOUTH 52"55'08" WEST 87.29 FEET;
THENCE SOUTH Os039'26" WEST 102.55 FEET;
THENCE SOUTH 71"24'17" WEST 367.36 FEET;
THENCE NORTH 19054'41" WEST 104.73 FEET;'
THENCE NORTH 43005'38" WEST 251.09 FEET;
THENCE NORTH 11"04'29" EAST 79.58 FEET;
THENCE NORTH 05"51'31" WEST 66.56 FEET;
THENCE NORTH 48052'26" WEST 33224 FEET;
THENCE NORTH 74"56'35" WEST 80.29 FEET;
THENCE SOUTH 74"58'06" WEST 235.65 FEET;
THENCE SOUTH 51040'42"WEST 93.09 FEET;
THENCE SOUTH 21"53'05" WEST 241.50 FEET;
THENCE SOUTH 77"21 'OS" WEST 341.17 FEET;
THENCE SOUTH 60048'05" WEST 79.49 FEET;
THENCE NORTH 88009'54" WEST 265.68 FEET;
THENCE SOUTH 89036'53" WEST 1,997.38 FEET;
THENCE 77.54 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 739.73 FEET THROUGH A CENTRAL ANGLE OF OSOOO'22" AND BEING
SUBTENDED BY A CHORD WHICH BEARS SOUTH 02"53'58" EAST 77.51 FEET;
THENCE SOUTH 00038'28" EAST 84.34 FEET;
THENCE NORTH 90"00'00" WEST 71.80 FEET;
THENCE SOUTH 00038'4S" EAST 3,444.22 FEET;
THENCE 224.04 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
WEST HAVING A RADIUS OF 2,721.25 FEET THROUGH A CENTRAL ANGLE OF 04043'02" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 01"44'02" WEST 223.98 FEET;
THENCE SOUTH 04005'59" WEST 217.57 FEET:
=-
9/J0/2()O.(. 121230 Ver: 011. SS"iO':~:f'o:.1,'J
c.......
OJ786-OCJo.ooo..O
9
WilsBnMillerD
,.
New Directions In Planning, Design & Engineering
Agenda Item NO'";' 78
, January 11, 2011
Page 75 of 129
~ -
'-
DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND ___)
PART OF SECTIONS 30 THROUGH 33"TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36,
TOWNSHIP 47 SOUTH, RANGE 2B EAST, COLLIER COUNTY, FLORIDA
EXHIBIT "A" - D.R.1. LANDS (CONTINUED):
THENCE 153.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE
EAST HAVING A RADIUS OF 2,2n.17 FEET THROUGH A CENTRAL ANGLE OF 03D51 '35" AND
BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 02-10'28" WEST 153.37 FEET;
THENCE SOUTH 06D34'56" EAST 1,190;32 FEET TO A POiNT ON THE NORTH RIGHT-OF-WAY UNE
. OF SAID OIL WELL ROAD (100 FOOT RIGHT ~E::WAY); . . .
THENeEf$;tONG ::iAILl RIGHT-OF-WAY LINE SOUTH 88-54'34" WEST 256.81 FEET TO THE POINT
OF BEGINNING.
ACRES, MORE OR LESS.
BY
. .M. LS#5627
CERTIFICATE OF AUTHORIzATION #LB-43
REF: 4H-125, SHEETS 1~5
DATE: AUGUST 29,2003
REVISIONS: 1. OCTOBER 16, 2003
2. ivlARCH 3, 2004
3. SEPTEMBE:R 30, 2004
=
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Page 76 ' 2011
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Exhibit ItB"
Agenda Item Ne:- ~8,: :' ,
January 11, 2011
. Page 77 of 129 \
Ave Maria Land Use Table
Town 4,000 Acres*
Residential 11.000 Units
6,876 Sino Ie Familv
4,124 Multi Family
'ALF __,.w..._ . 450 Units
Retail 690,000 SQ. Ft.
Office 510,000 SQ. Ft.
Hotel 400 Rooms
Civic 148,500 SQ. Ft.
Medical 35,000 SQ. Ft.
Oratory 75,500 Sa. Ft. (3,500 seats)
Public Use 1027 Acres
University & Ancillary Uses . 955.5 Acres (6,000 universitVstudents)
Public school site(s) 47.7 Acres
Community park in excess ofreauirement 23.8 Acres
Total 5,027 Acres
*This acreage includes 417.7
acres of open space in excess of
the required 35%. This excess
open space does not required
the consumption of credits nor
do these acres count toward the
4,000 acre maximum for the
town.
EXHIBIT C
6/1612005- 153830 Ver: 011- AJ_
CA...
03786-017-001_ PWRK- 28864
~w. Age~ai1to. 7B
J nu ,2011
a of 129
RESOLUTION NO. 05-~
A RESOLUTION OF THE BOARD OF COUNTY
COMMISSIONERS AMENDING RESOLUTION NUMBER
05-234A ALSO DESIGNATED AS DEVELOPMENT ORDER
NO. 05-01, TO CORRECT A SCRIVENER'S ERROR DUE TO
OMISSION OF AN INTENDED REVISION TO EXHIBIT "A,"
LEGAL DESCRIPTION FOR THE TOWN OF AVE MARIA
STEWARDSHIP RECEIVING AREA (SRA).
WHEREAS, the Collier County Board of County Commissioners adopted Resolution
Number 05-234A also designated as Development Order No. 05-01, on June 14,2005, and;
WHEREAS, following said action adopting Resolution Number 05-234A, Planning Staff
determined that the Resolution did not contain the revised Exhibit "A," legal description that was
otherwise intended and made part of the public hearing and therefore constitutes a scrivener's error.
NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY
COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that:
SECTION ONE: SCRIVENER'S ERROR AMENDMENT TO EXHIBIT "A," THE LEGAL
DESCRIPTION.
The legal description of Resolution Number 05-234A is hereby amended to correct a
scrivener's error by amending said legal description to read as follows:
(See Exhibit "A")
BE IT RESOLVED that this Resolution relating to Petition Number SE-2005-AR-8030 be
recorded in the minutes of this Board.
This Resolution adopted after motion, second and majority vote.
Done this _ 1,4/_ day of Alovembu.... ,2005.
BOARD OF ZONING APPEALS
COLLIER COUNTY, FLORIDA
BY '1uJ.- W (~
FRED W. COYLE, CHA N -
Patrick G. hite
Assistant County Attorney
SE.2005.AR.g030/RBlsp
Words strliek tffi:oligh are deleted; words underlined are added.
Page 1 of 1
Appendix A
. .:'"'
_, A9~~~~.t f~o~" -, [
C.orrec+ LPe!S~\1f 13l _.
5,D:;trc .Q3 Acre.s'"
AVE MARIA lEGAL DESCRIPTION
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH,
RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA
ALL THAT PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE
29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY,
FLORIDA BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16: ,-
THENCE NORTH 01004'07" WEST 150.00 FEET TO A POINT ON A LINE LYING 100 FEET NORTH OF. AND PARALLEL
WITH THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (100 FOOT RIGHT-OF-WAY) SAID pdlNT BEING THE
POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED;
THENCE ALONG SAID LINE SOUTH 88057'06" WEST 354.33 FEET;
THENCE LEAVING SAID LINE NORTH 01007'23" WEST 200.01 FEET TO A POINT ON A LINE LYING 300 FEET
NORTH OF AND PARAUEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WEU ROAD;
THENCE ALONG SAID LINE SOUTH 88057'05" WEST 2,215.48 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 88055'3r WEST 1,128.15 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 89032'56" WEST 1286.63FEET:
THENCE LEAVING SAID LINE NORTH 00027'04" WEST 1,089.55 FEET;
THENCE SOUTH 89032'56" WEST 242.19 FEET;
THENCE SOUTH 89024'19" WEST 3977.40 FEET;
THENCE NORTH 00001 '40" EAST 1280.68 FEET;
THENCE NORTH 90000'00" EAST 1125.68 FEET:
THENCE NORTH 00019'38" WEST 520.46 FEET;
THENCE NORTH 09027'58" EAST 38.31 FEET;
THENCE NORTH 14056'15" EAST 32.59 FEET:
THENCE NORTH 59002'49" EAST 24.49 FEET;
THENCE NORTH 68012'25" EAST 33.93 FEET;
THENCE NORTH 73008'54" EAST 72.42 FEET;
THENCE NORTH 69014'09" EAST 65.14 FEET;
THENCE NORTH 61011'58" EAST 47.93 FEET;
THENCE NORTH 56044'10" EAST 80.38 FEET;
THENCE NORTH 54018'17" EAST 82.75 FEET;
THENCE NORTH 51034'19" EAST 552.31 FEET;
THENCE NORTH 12032'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780.99 FEET:
THENCE NORTH 38040'18" WEST 48.27 FEET;
THENCE NORTH 55058'45" WEST 175,13 FEET;
THENCE NORTH 78014'12" WEST 46.21 FEET:
THENCE SOUTH 86041'17" WEST 358.77 FEET;
THENCE NORTH 43016'35" WEST 44.00 FEET;
THENCE NORTH 01028'53" WEST 584.34 FEET;
THENCE NORTH 88045'30" EAST 2.256,99 FEET:
THENCE NORTH 11031'40" WEST 679.82 FEET;
THENCE NORTH 29057'19" EAST 43.24 FEET;
THENCE NORTH 80003'11" EAST 750.96 FEET;
THENCE NORTH 82005'14" EAST 23.32 FEET;
THENCE NORTH 08045'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 23030'23" EAST 81.34 FEET TO A POINT OF REVERSE CURVATURE; -
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A RADIUS OF 215.80
FEET THROUGH A CENTRAL ANGLE OF 39048'43" SUBTENDED BY A CHORD WHICH BEARS NORTH 22002'3-7"
EAST 146.95 FEET:
THENCE NORTH 02008'16" EAST 43486 FEET:
S E-2005-AR-8029
PROJ EeT #2004070044
DATE: 7/18/05
RAY BELLOWS
Appendix,
Tnwn Plan
The Town of Ave Mana
- - - ..
THENCE NORTH 38040'13" EAST 124.61 FEET;
THENCE NORTH 23055'58" EAST 503.82 FEET;
THENCE NORTH 89019'06" EAST 272.53 FEET;.
THENCE NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09056'39" EAST 638.73 FEET;
THENCE NORTH 73036'58" EAST 172.46 FEET;
THENCE NORTH 10053'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 68007'37" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 39053'35" WEST 308.56 FEET;
THENCE NORTH 73057'24" WEST 492.85 FEET:
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH HAVING
A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54005'52" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 90000'00" WEST 301.71 FEET: ,.
THENCE SOUTH 62057'04" WEST 506.32 FEET; ~ I
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR_CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83001'31" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 27009'30" WEST 142.15 FEET:
THENCE SOUTH 14021'16" EAST 287.88 FEET:
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWEST
HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115044'01" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 29011'23" WEST 286.03 FEET:
THENCE SOUTH 87003'24" WEST 81.50 FEET;
THENCE SOUTH 19006'00" WEST 178.46 FEET;
THENCE SOUTH 73034'35" WEST 263.81 FEET;
THENCE SOUTH 33042'00" WEST 81.86 FEET;
THENCE SOUTH 51052'05" WEST 1,402.28 FEET;
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVINGARADJUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82054'07" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 22050'28" WEST 200.58 FEET:
THENCE SOUTH 18036'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66004'00" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 48032'34" EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET:
THENCE SOUTH 14002'28" EAST 106.97 FEET;
THENCE SOUTH 15053'24" WEST 33.42 FEET:
THENCE SOUTH 72018'08" WEST 1325.01 FEET;
THENCE NORTH 16022'40" WEST 868.64 FEET;
THENCE NORTH 16002'21" WEST 1,001.63 FEET:
THENCE NORTH 15043'23" WEST 808.63 FEET;
THENCE NORTH 14029'42" WEST 215.30 FEET;
THENCE NORTH 02051'21" WEST 51.77 FEET:
THENCE NORTH 37059'19" EAST 51.77 FEET:
THEr;.lCE NORTH 58024'39" EAST 660,90 FEET:
THENCE NORTH 56056'25" EAST 865.77 FEET.
THENCE NORTH 62027'21" EAST 303.89 FEET:
THENCE NORTH 58011'43" EAST 148.88 FEET:
THENCE NORTH 66027'20" EAST 99.67 FEET:
THENCE NORTH 79059'44" EAST 60.67 FEET:
THENCE NORTH 18039'40" EAST 212.96 FEET;
THENCE NORTH 13026'09" EAST 80.67 FEET:
THENCE NORTH 04005'14" EAST 65.75 FEET:
THENCE NORTH 00047'28" EAST 593.12 FEET:
THENCE NORTH 05029'40" EAST 61.18 FEET
THENCE NORTH 20017'22" EAST 57.43 FEET:
THENCE NORTH 51055'17" EAST 55.07 FEET:
THENCE SOUTH 84048'27" EAST 51,76 FEET
THENCE SOUTH 67"53'53" EAST 40.46 FEET
THENCE SOUTH 53037'33" EAST 55.29 FEET
A93~~ll1:f~. .in
Appendix
Tm n ::'131
-i~2 -,:'-\.'11 :;- ::"ve i\/larra
~ ~
I
THENCE SOUTH 55037'37" EAST 158.19 FEET;
THENCE SOUTH 66028'32" EAST 79.22 FEET;
THENCE SOUTH 81019'48" EAST 69.92 FEET;
THENCE NORTH 80053'08" EAST 96.10 FEET:
THENCE NORTH 83009'35" EAST 88.49 FEET;
THENCE SOUTH 75058'08" EAST 57.96 FEET;
THENCE SOUTH 45"44'09" EAST 65.43 FEET;
THENCE SOUTH 23012'23" EAST 107.03 FEET:
THENCE SOUTH 31'09'29" EAST 124.53 FEET;
THENCE SOUTH 36028'03" EAST 195.13 FEET;
THENCE SOUTH 41049'01" EAST 193.27 FEET;
THENCE SOUTH 41'27'57" EAST 187.53 FEET;
THENCE SOUTH 5000S'28".EAST 177.12 FEET;
THENCE NORTH 86'06'03" EAST 103.33 FEET;
THENCE NORTH 82007'11" EAST 76.87 FEET;
THENCE NORTH 58'49'02" EAST 61.16 FEET:
THENCE NORTH 41011'10" EAST 266.09 FEET;
THENCE NORTH 43045'15" EAST 203.61 FEET:
THENCE NORTH 63026'06" EAST 230.87 FEET;
THENCE NORTH 55012'54" EAST 17,74 FEET;
THENCE NORTH 06058'17" WEST 40.07 FEET;
THENCE NORTH 60020'46" EAST 94.06 FEET;
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52022'08" EAST 29.10 FEET;
THENCE NORTH 05013'18" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST 185.10 FEET:
THENCE NORTH 08"55'50" WEST 66.36 FEET;
THENCE NORTH 08035'26" WEST 70.11 FEET;
THENCE NORTH 03030'28" EAST 24.24 FEET;
THENCE NORTH 09"22'28" EAST 32.62 FEET;
THENCE NORTH 32"03' 11" EAST 61.35 FEET:
THENCE NORTH 41059'52" EAST 54.16 FEET:
THENCE NORTH 46"38'59" EAST 44.15 FEET;
THENCE NORTH 40"19'34" EAST 80.40 FEET:
THENCE NORTH 39"30'46" EAST 42.43 FEET;
THENCE NORTH 52007'39" EAST 71.16 FEET;
THENCE NORTH 60017'11" EAST 55.95 FEET;
THENCE NORTH 68'43'34" EAST 63.02 FEET;
THENCE NORTH 86"12'19" EAST 41.51 FEET:
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78"5S'50" EAST 42.97 FEET:
THENCE NORTH 69031 '07" EAST 36.80 FEET:
THENCE NORTH 7s037'20" EAST 34.34 FEET:
THENCE SOUTH 72"08'39" EAST 57.43 FEET;
THEf;JCE SOUTH 56"52'SO" EAST 70.22 FEET;
THENCE SOUTH 560S2'18" EAST 99.31 FEET;
THENCE SOUTH 70"35'S9" EAST 56.76 FEET:
THENCE SOUTH 8S'12'15" EAST 70.23 FEET:
THENCE NORTH 85'47'37" EAST 52.90 FEET;
THENCE NORTH 77"16'18" EAST 51.33 FEET;
THENCE NORTH 64"20'23" EAST 9.49 FEET;
THENCE NORTH 23'58'2S" EAST 60.47 FEET;
THENCE NORTH 39'27'42" EAST 136.06 FEET;
THENCE NORTH 18012'03" EAST 123.70 FEET:
THENCE NORTH 16026'30" WEST 137,54 FEET;
THENCE NORTH 45055'34" WEST 133.51 FEET;
THENCE NORTH 84043'21" WEST 101.26 FEET;
THENCE SOUTH 87"06'53" WEST 375.05 FEET;
THENCE SOUTH 86031'55" WEST 296.36 FEET;
THENCE NORTH 02029'11" WEST 25.06 FEET:
Agenc:w.ltem NO~7B 7 [J'-j;
JarfUary 11, 11 .
Page 81 of 29
'-:.,
/
.I'
Appendix
Town Pial
-he 'ovvn Gi :J.ve Mana
:
THENCE SOUTH 85019'00" WEST 63.79 FEET;
THENCE SOUTH 87001'35" WEST 57.73 FEET:
THENCE NORTH 85014'11" WEST 27.05 FEET;
THENCE NORTH 86011'09" WEST 22.51 FEET;
THENCE NORTH 71001'47" WEST 25.34 FEET:
THENCE NORTH 74057'44" WEST 25.97 FEET:
THENCE NORTH 80042'24" WEST 41.73 FEET;
THENCE NORTH 77000'19" WEST 49.95 FEET;
THENCE NORTH 78026'56" WEST 104.70 FEET;
THENCE NORTH 78045'16" WEST 195.82 FEET;
THENCE NORTH 79021'51" WEST 81.14 FEET;
THENCE NORTH 76030'15" WEST 38.50 FEET;
THENCE NORTH 70033'36" WEST 13.50 FEET;
THENCE NORTH 53058'21" WEST 10.18 FEET:
THENCE NORTH 53058'22" WEST 10.18 FEET;
THENCE NORTH 43009'08" WEST 16.42 FEET:
THENCE NORTH 34052'31" WEST 30.12 FEET;
THENCE NORTH 37008'48" WEST 31.00 FEET;
THENCE NORTH 45000'00" WEST 37.06 FEET;
THENCE NORTH 43028'45" WEST 29.92 FEET:
THENCE NORTH 52029'45" WEST 40.59 FEET;
THENCE NORTH 53028'16" WEST 25.16 FEET;
THENCE NORTH 69051'49" WEST 23.93 FEET;
THENCE NORTH 72053'50" WEST 40.74 FEET;
THENCE NORTH 74038'02" WEST 101.72 FEET;
THENCE NORTH 76025'14" WEST 79.73 FEET:
THENCE NORTH 73050'34" WEST 83.41 FEET:
THENCE NORTH 77"16'32" WEST 71.39 FEET:
THENCE NORTH 70044'15" WEST 32.62 FEET;
THENCE NORTH 75044'50" WEST 240.26 FEET:
THENCE SOUTH 76022'29" WEST 54.20 FEET;
THENCE NORTH 75'46'41" WEST 12.81 FEET:
THENCE NORTH 78006'45" WEST 243.02 FEET:
THENCE SOUTH 87"32'28" WEST 438.43 FEET:
THENCE SOUTH 86036'21" WEST 1,109.58 FEET:
THENCE NORTH 77"00'11" WEST 142.86 FEET;
THENCE SOUTH 17"30'03" WEST 10.94 FEET;
THENCE SOUTH 21030'05" EAST 36.63 FEET:
THENCE SOUTH 30057'50" WEST 6,02 FEET:
THENCE NORTH 73010'43" WEST 139.18 FEET:
THENCE NORTH 11046'06" WEST 25.32 FEET:
THENCE NORTH 05'42'38" WEST 20.76 FEET
THENCE NORTH 04023'55" WEST 13.47 FEET
THENCE NORTH 50011'40" WEST 8.07 FEET;
THE~CE NORTH 83059'28" WEST 19.73 FEET:
THENCE NORTH 84057'27" WEST 35.25 FEET:
THENCE NORTH 83049'48" WEST 38.44 FEET;
THENCE NORTH 80044'23" WEST 96.27 FEET:
THENCE NORTH 79048'04" WEST 449.12 FEET:
THENCE NORTH 77'49'57" WEST 284.20 FEET:
THENCE NORTH 83039'35" WEST 93.52 FEET
THENCE NORTH 87"39'46" WEST 101.30 FEET:
THENCE NORTH 84025'40" WEST 85.09 FEET;
THENCE NORTH 77"28'16" WEST 95,22 FEET
THENCE NORTH 77":3"45" WEST 170.38 FEET:
THENCE NORTH 75'57'50" WEST 76.65 FEET:
THENCE NORTH 690:::6'38" WEST 35.30 FEET:
THENCE NORTH 139'.16'31" WEST 41.82 FEET:
THENCE NORTH .18:.18'50" WEST 43.91 FEET
THENCE No,=m., ":6' ~ 443" WEST 13440 FEt::T
....:;...
Agenda Item NJ. 7t1 ...::
January 11, . 011 D:--'
Page 82 0.129
/
,/
Appendix
Town :JI JJ
~ ,- -,', ~: .. .
THENCE NORTH 43058'24" WEST 611.34 FEET;
THENCE NORTH 45000'00" WEST 338,85 FEET;
THENCE NORTH 44041'45" WEST 412.62 FEET;
THENCE NORTH 43026'06" WEST 267.38 FEET;
THENCE NORTH 46027'29" WEST 200,89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET:
THENCE NORTH 81052'12" EAST 18.83 FEET;
THENCE NORTH 03020'45" EAST 73.83 FEET:
THENCE SOUTH 85025'42" WEST 6.48 FEET;
THENCE NORTH 90000'00" WEST 10.84 FEET;
THENCE SOUTH 70027'48" WEST 16.99 FEET;
THENCE SOUTH 56018'36" WEST 14.89 FEET;
THENCE SOUTH 75057'49" WEST 17.03 FEET;
THENCE SOUTH 87016'25" WEST 10.86 FEET;
THENCE NORTH 59020'58" WEST 16.21 FEET;
THENCE NORTH 35032'16" WEST 17.77 FEET:
THENCE NORTH 26033'54" WEST 17.32 FEET:
THENCE NORTH 16011'21" WEST 16.67 FEET;
THENCE NORTH 01052'04" WEST 47.53 FEET;
THENCE NORTH 00.05'16" WEST 336.69 FEET;
THENCE NORTH 00029'38" WEST 299.52 FEET;
THENCE NORTH 00056'29" WEST 220,01 FEET;
THENCE NORTH 00.52'19" EAST 237.57 FEET;
THENCE NORTH 00.46'52" WEST 113.62 FEET;
THENCE NORTH 00000'00" EAST 13.43 FEET:
THENCE NORTH 14002'10" EAST 8.52 FEET;
THENCE NORTH 45000'00" EAST 5.84 FEET;
THENCE NORTH 71033'54" EAST 9.80 FEET;
THENCE NORTH 82024'19" EAST 15.63 FEET;
THENCE SOUTH 89012'02" EAST 222.07 FEET;
THENCE SOUTH 86036'31" EAST 69.83 FEET:
THENCE SOUTH 82038'52" EAST 32.28 FEET;
THENCE SOUTH 70049' 16" EAST 25.15 FEET:
THENCE SOUTH 60038'32" EAST 18,96 FEET:
THENCE SOUTH 62044'41" EAST 38.34 FEET:
THENCE SOUTH 73008'30" EAST 35.61 FEET:
THENCE SOUTH 87"42'34" EAST 25.84 FEET:
THENCE NORTH 86018'31" EAST 32.08 FEET:
THENCE NORTH 74058'54" EAST -+3.84 FEET
THENCE NORTH 66016'18" EAST 51,33 FEET:
THENCE NORTH 56001'25" EAST 57.29 FEET:
THENCE NORTH 52034'43" EAST 171.66 FEET
THENCE NORTH 43053'54" EAST 75.96 FEET
THENCE NORTH 36037'17" EAST 47.61 FEET
THENCE NORTH 35048'12" EAST 7768 FEET
THENCE NORTH 300~1'29" EAST 83.78 FEET
THENCE NORTH 22037"~2" EAST 6713 FEET
THENCE NORTH 13036'02" EAST 32,94 FEET
THENCE NORTH 14"28'13" EAST 66.13 FEET
THENCE NORTH 10057'15" EAST 65.22 FEET:
THENCE NORTH 11" 18'36" EAST 21.06 FEET:
THENCE NORTH 16'41'58" EAST 10.78 FEET:
THENCE NORTH 45000'00" EAST 10,22 FEET:
THENCE NORTH 58023'33" EAST ~ 5.76 FEET
THENCE NORTH 64"39'U' EAST 21 71 FEET
THENCE NORTH 67'jTJT EAST 163,98 FEET
THENCE NORTH 64"59'39" EAST 161.25 FEET
THENCE ~JORT!-l % '::::='~4" E.o\ST ~3.04 FEET
THENCE ~'JCR7H -::: '~3'::O" =.o\ST ::::3. ~ 0 FE:::
THENCE ~ICr:;:T'- ",J::;:' ~O' E.'::"ST '.1 -+6 FEE:
Agenda Item No, 7B
January 11, 2~.: 7 D
Page 83 of '19 ." ~
:"
,,'
APP2::cilx
C" ;'- -, -::
, 1\
lc;rl.,
5
THENCE NORTH 88018'55" EAST 35.13 FEET;
THENCE SOUTH 88036'10" EAST 42.36 FEET;
THENCE NORTH SOOOO'OO" EAST 28.92 FEET;
THENCE SOUTH 82045'4r EAST 16.40 FEET;
THENCE SOUTH 61055'39" EAST 17.73 FEET;
THENCE NORTH 69034'35" EAST 118.02 FEET:
THENCE NORTH 81056'55" EAST 17.06 FEET;
THENCE NORTH 86043'15" EAST 124.39 FEET;
THENCE NORTH 13046'19" WEST 328.58 FEET:
THENCE NORTH 70048'07" EAST 76.21 FEET;
THENCE NORTH 54029'06" EAST 37.97 FEET;
THENCE NORTH 21053'45" WEST 54.48 FEET;
THENCE NORTH 70047'14" EAST 77.55 FEET:
THENCE NORTH 71002'31" EAST 35.61 FEET;
THENCE NORTH 72016'21" EAST 131.70 FEET;
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73013'18" EAST 106.86 FEET;
THENCE NORTH 71011'17" EAST 74.14 FEET;
THENCE NORTH 68033'08" EAST 30.93 FEET;
THENCE NORTH 71033'54" EAST 17.88 FEET;
THENCE NORTH 81015'14" EAST 13.52 FEET:
THENCE SOUTH 83005'20" EAST 17.09 FEET;
THENCE SOUTH 47043'35" EAST 15.29 FEET;
THENCE SOUTH 37020'58" EAST 24.58 FEET:
THENCE SOUTH 16038'20" EAST 46.68 FEET;
THENCE SOUTH 24010'17" EAST 35.78 FEET;
THENCE SOUTH 21052'45" EAST 70.36 FEET:
THENCE SOUTH 34033'45" EAST 28.09 FEET:
THENCE SOUTH 47026'12" EAST 34.20 FEET:
THENCE SOUTH 52025'53" EAST 8.43 FEET:
THENCE SOUTH 71033'54" EAST 9.75 FEET:
THENCE SOUTH 85001'49" EAST 11.87 FEET;
THENCE SOUTH 87008'15" EAST 20.59 FEET:
THENCE SOUTH 88025'50" EAST 37.54 FEET:
THENCE NORTH 87033'48" EAST 48.37 FEET;
THENCE SOUTH 89035'00" EAST 141.38 FEET:
THENCE NORTH 89006'34" EAST 99.23 FEET:
THENCE NORTH 84031'51" EAST 48.55 FEET:
THENCE NORTH 82020'00" EAST 26.97 FEET:
THENCE NORTH 79046'40" EAST 31,87 FEET:
THENCE NORTH 76027'51" EAST 28.56 FEET:
THENCE NORTH 70023'45" EAST 39.84 FEET:
THENCE NORTH 70048'11" EAST 134.46 FEET;
THENCE NORTH 70037'19" EAST 79.02 FEET:
THE~CE NORTH 66032'28" EAST 29,70 FEET;
THENCE NORTH 57"49'44" EAST 37.66 FEET:
THENCE NORTH 53021'57" EAST 74.96 FEET:
THENCE NORTH 54024'59" EAST 148.87 FEET:
THENCE NORTH 50050'35" EAST 203.54 FEET:
THENCE NORTH 48043'53" EAST 33.52 FEET:
THENCE NORTH 32023'52" EAST 31.67 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING
A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 06025'03" WEST 314.18 FEET:
THENCE NORTH 41037'27" WEST 133.18 FEET:
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF
573.36 FEET THROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50050'52" WEST 183.80 FEET;
THENCE NORTH 60004'16" WEST 149.32 FEET:
THENCE 44.34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
..;.
Agenda Item No. 7B ';,
January 11 20-rv 0 :-'
Page 84 pf 12#
,.
I
.1
Appendix
'O\vn ?!3r
-r,e Tc\'~./n .-:i :..ve ;'1:::-;.""i
,
. '
. .
. - . - . ~ ..,
. . - .
- , - .. Ag Item. 7 "'.
. . anuary 1.tt01 ~ D .~
Page 8s'.l121
A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84041'37" AND BEING SUBTENDED BY A CHORD. -:..
WHICH BEARS NORTH 17043'30" WEST 40.41 FEET:
THENCE NORTH 24037'19" EAST 671.69 FEET:
THENCE NORTH 23058'37" EAST 211.35 FEET;
THENCE NORTH 27045'05" EAST 100.63 FEET;
THENCE NORTH 34051'48" EAST 129.90 FEET;
THENCE NORTH 36014'23" EAST 119.58 FEET:
THENCE NORTH 39015'14" EAST 61.92 FEET;
THENCE NORTH 30037'48" EAST 96.80 FEET;
THENCE NORTH 31009'42" EAST 136.09 FEET;
THENCE NORTH 31057'25" EAST 103.02 FEET;
THENCE NORTH 32039'03" EAST 134.08 FEET;
THENCE NORTH 28032'24" EAST 53.34 FEET;
THENCE NORTH 31015'49" EAST 35.90 FEET:
THENCE NORTH 36052'12" EAST 24.66 FEET;
THENCE NORTH 53049'13" EAST 22.74 FEET;
THENCE NORTH 59030'01" EAST 46.43 FEET:
THENCE NORTH 58016'35" EAST 70.87 FEET:
THENCE NORTH 46049'06" EAST 48.85 FEET;
THENCE NORTH 34036'20" EAST 66.58 FEET:
THENCE NORTH 36023'58" EAST 266.89 FEET;
THENCE NORTH 35028'00" EAST 51.47 FEET:
THENCE NORTH 24013'40" EAST 48.08 FEET;
THENCE NORTH 20029'50" EAST 62.60 FEET;
THENCE NORTH 17032'36" EAST 44.54 FEET;
THENCE NORTH 11002'07" EAST 134.56 FEET;
THENCE NORTH 09020'41" EAST 65.81 FEET:
THENCE NORTH 08049'13" EAST 32.16 FEET;
THENCE NORTH 02007'16" WEST 14.81 FEET;
THENCE NORTH 19058'59" WEST 12.83 FEET;
THENCE NORTH 29055'53" WEST 20.87 FEET;
THENCE NORTH 45000'00" WEST 56.96 FEET:
THENCE NORTH 48051'56" WEST 57.48 FEET;
THENCE NORTH 42038'48" WEST 28.31 FEET:
THENCE NORTH 38047'48" WEST 3S.86 FEET:
THENCE NORTH 4302S'04" WEST 39.03 FEET;
THENCE NORTH 36022'11" EAST 30.93 FEET;
THENCE NORTH 23054'19" EAST 139.67 FEET:
THENCE SOUTH 66053'26" EAST 241.46 FEET;
THENCE SOUTH 64045'28" EAST 263.29 FEET:
THENCE SOUTH 71018'47" EAST S7.07 FEET;
THENCE SOUTH 85007'33" EAST 50.51 FEET;
THENCE NORTH 81 00S'07" EAST 75.18 FEET:
THENCE NORTH 81043'21" EAST 63.88 FEET:
THENCE NORTH 84057'08" EAST 36.24 FEET;
THENCE SOUTH 86025'39" EAST 63.61 FEET:
THENCE SOUTH 81031 '21" EAST 262.28 FEET;
THENCE SOUTH 88008'03" EAST 273.99 FEET:
THENCE NORTH 800S8'13" EAST 327.79 FEET;
THENCE NORTH 67050'56" EAST 252.22 FEET;
THENCE NORTH 81002'01" EAST 819.65 FEET;
THENCE NORTH 81042'41" EAST 310.84 FEET;
THENCE SOUTH 65034'43" EAST 80,72 FEET:
THENCE NORTH 89059'47" EAST 219,16 FEET;
THENCE NORTH 82042'28" EAST 41.19 FEET;
THENCE NORTH 58002'38" EAST 138.72 FEET;
THENCE NORTH 41009'18" EAST 91.38 FEET:
THENCE NORTH 73057'36" EAST 83.0S FEET:
THENCE NORTH 84051'58" EAST 305,34 FEET;
THENCE NORTH 86038'43" EAST 343.90 FEET:
,~
,If
Appenaix
1
-C"ln:JI.,1l
'l
The Town cf ~ve ~:1arla
THENCE NORTH 87"28'42" EAST 503.72 FEET;
THENCE NORTH 88046'01" EAST 328.07 FEET:
THENCE NORTH 37"30'20" EAST 357.69 FEET;
THENCE NORTH 15032'08" EAST 149.51 FEET:
THENCE NORTH 86055'36" EAST 261.44 FEET;
THENCE NORTH 72053'31" EAST 576.59 FEET:
THENCE NORTH 50045'14" EAST 202.55 FEET;
THENCE NORTH 87"14'14" EAST 314.60 FEET:
THENCE SOUTH 76038'32" EAST 143.08 FEET:
THENCE NORTH 89049'43" EAST 1,054.71 FEET:
THENCE SOUTH 75020'32" EAST 42,85 FEET;
THENCE SOUTH 41043'41" EAST 38.04 FEET:
THENCE SOUTH 59044'48" EAST 101.86 FEET;
THENCE SOUTH 82056'38" EAST 71.89 FEET:
THENCE NORTH 76031'27" EAST 68,87 FEET:
THENCE NORTH 60032'45" EAST 175.39 FEET:
THENCE NORTH 78018'10" EAST 41.23 FEET:
THENCE NORTH 89028'30" EAST 480.22 FEET;
THENCE NORTH 82052'57" EAST 82.50 FEET;
THENCE NORTH 59026'48" EAST 47.53 FEET:
THENCE NORTH 77036'27" EAST 12.36 FEET:
THENCE SOUTH 70055'29" EAST 16.45 FEET;
THENCE SOUTH 47"41'12" EAST 748.88 FEET;
THENCE SOUTH 34006'49" EAST 46.63 FEET;
THENCE SOUTH 14016'24" EAST 615.15 FEET:
THENCE NORTH 85059'44" EAST 160.53 FEET;
THENCE NORTH 47"06'44" EAST 110.60 FEET;
THENCE NORTH 29011'18" EAST 460,96 FEET:
THENCE NORTH 13"56'57" EAST 209.85 FEET:
THENCE NORTH 76"19'41" EAST 160.84 FEET:
THENCE NORTH 61043'54" EAST 107.89 FEET:
THENCE NORTH 13058'36" EAST 69.73 FEET:
THENCE NORTH 01036'49" WEST 34103 FEET:
THENCE NORTH 89006'53" EAST 584.42 FEET TO A POl NT ON THE WEST RIGHT-OF-WAY LINE OF CAMP KEIAS
ROAD (80 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00014'32" EAST 45.99 FEET:
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY UNE SOUTH 05051'27" WEST 224.83 FEET:
THENCE CONTINUING ALONG SAID RIGHT-OF-WAY LINE 95,78 FEET ALONG THE ARC OF A NON-TANGENTIAL
CIRCULAR CURVE '':::ONC/WE EAST HAVING A RADIUS OF 3.798,14 FEET THROUGH A CENTRAL ANGLE OF
01026'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 05.04'45" WEST 95.78 FEET:
THENCE LE.i\VING SAID RIGHT-OF-WAY LINE SOUTH 26031'54" WEST 759.71 FEET TO A POINT ON A LINE LYING
330 FEET WEST OF I\ND PARALLEL WITH THE ;NEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD:
THENCE .'.\LONG 3AID LINE SOUTH 00014'33"' EAST 1.537.32 FEET.
THENCE CONTINUING ALONG SAID LINE SOUTH 00"22'10"' EAST 2.34787 FEET:
THENCE LE:WING SAID LINE NORTH 89029'01" EAST 330,00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY
LINE OF SAID c'\lvlP KEIAS ROAD 180 FOOT RIGHT.OF-WAY)
THENCE :o..LCNG S/\ID RIGHT-OF-WAY LINE SOUTH 00"22'10" Ef\ST 200.00 FEET:
THENCE LE.WING SAID RIGHT-OF-WAY LINE SOUTH 89"29'01" 'NEST 330.00 FEET TO A POINT ON A LINE LYING
330 FEET WEST \-:;F\ND PARALLEL WITH THE \VEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD:
THENCE ALC'NG 2,":"10 LINE FOR THE FOLLOWING:! COURSES:
1. SOUTH 00':;:;'1 Y :::\ST 6231 FEET:
2. SOUTH \)0'::0' >1" ~:\ST 2.674.23 FEET
3. SOUTH 00::5'2: . :=:\ST 2.68453 FEET
4. SOUTH OO'.~S:' . ::.'\ST 2,610.2-1 FEET:
5. SOUTH IJO ::0':0 ~ ::\ST 19967 FEE:.
6, 227.68 FE:.::':'L,:NG "7"HE i\RC OF:" C:RCULAR :JRVE CCNG.WE Ef\ST HAVING A RADIUS OF 3,032.95 FEET
THROUGH ',=:=~'IT:=:'\L'.,NGLE OF \)4'18'0-1" \NQ SE"~G 3UBTENDED BY A CHORD WHICH BEARS SOUTH 02039'36"'
EAST 22763 cE:::
7. SOUTH C-t --'.~ "C' -:.',S:~i)O.93 FEE:
8. SOUTH~';:: -.:: :. . ,::-' J ::3 F:.::::
AglI~ Item~o. ~ D':~i
January 11 201 ~-
Page 8 f 12
/'
..1
'openr"x,
'-\ I I ; l.",
"7"O\V~~ :! ".."
9. SOUTH 00029'16~ EAST 1672.20 FEET;
THENCE LEAVING SAID LINE SOUTH 89004'49~ WEST 604.79 FEET;
THENCE NORTH 47003'54~ WEST 98.67 FEET;
THENCE SOUTH 52055'08~ WEST 87.29 FEET;
THENCE SOUTH 06039'26~ WEST 102.55 FEET;
THENCE SOUTH 71024'17" WEST 367.36 FEET;
THENCE NORTH 19054'41" WEST 104.73 FEET;
THENCE NORTH 43005'38" WEST 251.09 FEET:
THENCE NORTH 11004'29~ EAST 79.58 FEET;
THENCE NORTH 05051'31" WEST 66.56 FEET;
THENCE NORTH 48052'26" WEST 332.24 FEET;
THENCE NORTH 74056'35~ WEST 80.29 FEET;
THENCE SOUTH 74058'06" WEST 235.65 FEET;
THENCE SOUTH 51"40'42~ WEST 93.09 FEET;
THENCE SOUTH 21053'05" WEST 241.50 FEET;
THENCE SOUTH 77"21'09" WEST 341.17 FEET;
THENCE SOUTH 60048'05~ WEST 79.49 FEET;
THENCE NORTH 88009'54" WEST 265.68 FEET;
THENCE SOUTH 89036'53~ WEST 1,996.43 FEET;
THENCE 77.48 FEET ALONG THEARC OF ANON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 1415.00 FEET THROUGH A CENTRAL ANGLE OF 03008'14" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02011'35~ EAST 77.47 FEET;
THENCE SOUTH 00038'28~ EAST 84.34 FEET;
THENCE NORTH 90000'00" WEST 71.80 FEET;
THENCE SOUTH 00038'46" EAST 3,444.22 FEET;
THENCE 224.04 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A
RADIUS OF 2,721.25 FEET THROUGH A CENTRAL ANGLE OF 04043'02~ AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 01044'02" WEST 223.98 FEET:
THENCE SOUTH 04005'59" WEST 217.57 FEET;
THENCE 153.40 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A
RADIUS OF 2.277,17 FEET THROUGH A CENTRAL ANGLE OF 03051 '35" AND BEING SUBTENDED BY A CHORD
WHICH BEARS SOUTH 02010'28" WEST 153.37 FEET;
THENCE SOUTH 06034'56" EAST 1,089.87 FEET TO A POINT ON A LINE LYING 100 FEET NORTH OF AND
PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (100 FOOT RIGHT-OF-WAY);
THENCE ALONG SAID LINE SOUTH 88054'34" WEST 247,15 FEET TO THE POINT OF BEGINNING.
Agenda Item No. 7B
January 11, 20171 -.
Page 87 1 12 _ . -0
,.
CONTAINING 5.026.93 ACRES. MORE OR LESS.
SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD.
BEARINGS ARE BASED ON THE SOUTH LINE OF SAID SECTION 16 BEING SOUTH 88054'34" WEST
BY:
LANCE T. MILLER. P.S.M. LS#5627
CERTIFICATE OF AUTHORIZATION #LB-43
REF: .4H-125. SHEETS 1-5
DATE: AUGUST 29. 2003
REVISIONS: 1, OCTOBER 16, 2003
2. MARCH 3, 2004
3. SEPTEMBER 30. 2004
4. FEBRUARY 4, 2005
5. FEBRUARY 24. 2005
.Appencix
Q'.vn
-; - .-
j: ,
-:~i -:-? -,.}'.'..T: '~ .\::" ~ -:r:..:
~
Appendix A
.",
- Agenda Item NO.! 7 n
/\ .i.... ~nuary 11 \ 20 1 -(J
,""orr€c.~ LP~~Clf... __'.
5, O;l. fa . q 3 A c'ris'- :
AVE MARIA LEGAL DESCRIPTION
DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH,
RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER
COUNTY, FLORIDA
All THAT PART OF SECTIONS 4 THROUGH 9AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE
29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY,
FLORIDA BEING MORE PARTICULARLY DESCAIBED AS FOllOWS:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16: ,/
THENCE NORTH 01004'07" WEST 150.00 FEET TO A POINT ON A LINE LYING 100 FEET NORTH OF. AND PARALLEL
WITH THE NORTH RIGHT-OF-WAY LINE OF OIL WELL ROAD (100 FOOT RIGHT-OF-WAY) SAID PdlNT BEING THE
POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED:
THENCE ALONG SAID LINE SOUTH 88057'06" WEST 354.33 FEET;
THENCE LEAVING SAID LINE NORTH 01007'23" WEST 200.01 FEET TO A POINT ON A LINE LYING 300 FEET
NORTH OF AND PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD;
THENCE ALONG SAID LINE SOUTH 88057'05" WEST 2.215.48 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 88055'3r WEST 1,128.15 FEET;
THENCE CONTINUING ALONG SAID LINE SOUTH 89032'56" WEST 1286.63FEET;
THENCE LEAVING SAID LINE NORTH 00027'04" WEST 1,089.55 FEET:
THENCE SOUTH 89032'56" WEST 242.19 FEET;
THENCE SOUTH 89024'19" WEST 3977.40 FEET;
THENCE NORTH 00001'40" EAST 1280.68 FEET;
THENCE NORTH 90000'00" EAST 1125.68 FEET;
THENCE NORTH 00019'38" WEST 520.46 FEET;
THENCE NORTH 09027'58" EAST 38.31 FEET;
THENCE NORTH 14056'15" EAST 32.59 FEET;
THENCE NORTH 59002'49" EAST 24.49 FEET;
THENCE NORTH 68012'25" EAST 33.93 FEET;
THENCE NORTH 73008'54" EAST 72.42 FEET;
THENCE NORTH 69014'09" EAST 65.14 FEET;
THENCE NORTH 61011'58" EAST 47.93 FEET;
THENCE NORTH 56044'10" EAST 80.38 FEET:
THENCE NORTH 54018'17" EAST 82.75 FEET:
THENCE NORTH 51034'19" EAST 552.31 FEET;
THENCE NORTH 12032'03" EAST 52.12 FEET;
THENCE NORTH 16041'34" WEST 780.99 FEET;
THENCE NORTH 38040'18" WEST 48.27 FEET;
THENCE NORTH 55058'45" WEST 175.13 FEET;
THENCE NORTH 78014'12" WEST 46.21 FEET;
THENCE SOUTH 86041'17" WEST 358.77 FEET;
THENCE NORTH 43016'35" WEST 44.00 FEET;
THENCE NORTH 01028'53" WEST 584.34 FEET;
THENCE NORTH 88045'30" EAST 2,256.99 FEET;
THENCE NORTH 11031'40" WEST 679.82 FEET;
THENCE NORTH 29057'19" EAST 43.24 FEET:
THENCE NORTH 80003'11" EAST 750.96 FEET;
THENCE NORTH 82005'14" EAST 23,32 FEET;
THENCE NORTH 08045'48" WEST 831.15 FEET;
THENCE 82.76 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36053'11" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 23030'23" EAST 81.34 FEET TOAPOINT OF REVERSE CURVATURE;
THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A RADIUS OF 2.15.80
FEET THROUGH A CENTRAL ANGLE OF 39048'43" SUBTENDED BY A CHORD WHICH BEARS NORTH 22002'3-1"
EAST 146.95 FEET:
THENCE NORTH 02008'16" EAST 43486 FEET;
SE-2005-AR-8029
PROJECT #2004070044
DATE: 7/18/05
RAY BELLOWS
Appendi:
T('\wn PIc
Tho T""",_ r-.+ ^."" t\"......i...
Ag'entla Item il7?" U<l~
January 11, 01 . ~~
Page 89 2 .
-
THENCE NORTH 38040'13" EAST 124.61 FEET;
THENCE NORTH 23"55'58" EAST 503.82 FEET;
THENCE NORTH 89019'06" EAST 272.53 FEET;.
THENCE NORTH 81010'42" EAST 718.98 FEET;
THENCE NORTH 09056'39" EAST 638.73 FEET:
THENCE NORTH 73036'58" EAST 172.46 FEET;
THENCE NORTH 10053'22" EAST 171.73 FEET;
THENCE 327.51 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST
HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 68007'37" AND BEING SUBTENDED BY A
CHORD WHICH BEARS NORTH 39053'35" WEST 308.56 FEET:
THENCE NORTH 73057'24" WEST 492.85 FEET; .
THENCE 313.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTH HAVING
A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54 005'52" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 90000'00" WEST 301.71 FEET; ,.
THENCE SOUTH 62057'04" WEST 506.32 FEET; " I
THENCE 155.39 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR_CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83001'31" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 27"09'30" WEST 142.15 FEET;
THENCE SOUTH 14021'16" EAST 287.88 FEET:
THENCE 341.14 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWEST
HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115044'01" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 29011'23" WEST 286.03 FEET;
THENCE SOUTH 87003'24" WEST 81.50 FEET;
THENCE SOUTH 19006'00" WEST 178.46 FEET;
THENCE SOUTH 73034'35" WEST 263.81 FEET;
THENCE SOUTH 33042'00" WEST 81.86 FEET;
THENCE SOUTH 51052'05" WEST 1,402.28 FEET;
THENCE 219.21 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST
HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82054'07" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 22050'28" WEST 200.58 FEET:
THENCE SOUTH 18"36'35" EAST 1,047.10 FEET;
THENCE 196.86 FEET ALONG THE ARC OF ANON-TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST
HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66"04'00" AND BEING SUBTENDED BY A
CHORD WHICH BEARS SOUTH 48032'34" EAST 186.14 FEET;
THENCE SOUTH 81034'34" EAST 177.10 FEET;
THENCE SOUTH 14"02'28" EAST 106.97 FEET;
THENCE SOUTH 15053'24" WEST 33.42 FEET;
THENCE SOUTH 72018'08" WEST 1325.01 FEET:
THENCE NORTH 16022'40" WEST 868.64 FEET:
THENCE NORTH 16002'21" WEST 1,001.63 FEET:
THENCE NORTH 15043'23" WEST 808.63 FEET;
THENCE NORTH 14"29'42" WEST 215.30 FEET:
THENCE NORTH 02"51'21" WEST 51.77 FEET:
THENCE NORTH 37"59'19" EAST 51.77 FEET:
THEt;JCE NORTH 58024'39" EAST 660.90 FEET:
THENCE NORTH 56"56'25" EAST 865.77 FEET:
THENCE NORTH 62027'21" EAST 303.89 FEET:
THENCE NORTH 58011'43" EAST 148.88 FEET:
THENCE NORTH 66027'20" EAST 99.67 FEET:
THENCE NORTH 79059'44" EAST 60,67 FEET:
THENCE NORTH 18"39'40" EAST 212.96 FEET:
THENCE NORTH 13"26'09" EAST 80.67 FEET:
THENCE NORTH 04"05'14" EAST 65.75 FEET:
THENCE NORTH 00047'28" EAST 593.12 FEET:
THENCE NORTH 05029'40" EAST 61.18 FEET:
THENCE NORTH 20"17'22" EAST 57.43 FEET:
THENCE NORTH 51"55'17" EAST 55.07 FEET:
THENCE SOUTH 84"48'27" EAST 51.76 FEET:
THENCE SOUTH 67"53'53" EAST 40.46 FEET:
THENCE SOUTH 53037'33" EAST 55.29 FEET:
_.. ~ ~
Append
TO\ n P!
-I.-..., :-........... ._~ .\.._ ;'\,,__;_
~
THENCE SOUTH 55037'37" EAST 158.19 FEET:
THENCE SOUTH 66028'32" EAST 79.22 FEET;
THENCE SOUTH 81 019'4S" EAST 69.92 FEET; "
, THENCE NORTH S0053'OS" EAST 96.10 FEET;
THENCE NORTH 83009'35" EAST 88.49 FEET;
THENCE SOUTH 75058'08" EAST 57.96 FEET;
THENCE SOUTH 45044'09" EAST 65.43 FEET;
THENCE SOUTH 23012'23" EAST 107.03 FEET:
THENCE SOUTH 31009'29" EAST 124.53 FEET;
THENCE SOUTH 36028'03" EAST 195.13 FEET;
THENCE SOUTH 41049'01" EAST 193.27 FEET;
THENCE SOUTH 41027'57" EAST 187.53 FEET;
THENCE SOUTH 50006'28" EAST 177.12 FEET;
THENCE NORTH 86006'03" EAST 103.33 FEET;
THENCE NORTH 82007'11" EAST 76.87 FEET;
THENCE NORTH 58049'02" EAST 61.16 FEET;
THENCE NORTH 41011'10" EAST 266.09 FEET;
THENCE NORTH 43045'15" EAST 203.61 FEET;
THENCE NORTH 63026'06" EAST 230.87 FEET;
THENCE NORTH 55012'54" EAST 17.74 FEET;
THENCE NORTH 06058'17" WEST 40.07 FEET;
THENCE NORTH 60020'46" EAST 94.06 FEET;
THENCE NORTH 14042'46" EAST 42.02 FEET;
THENCE NORTH 52022'08" EAST 29.10 FEET;
THENCE NORTH 05013'18" EAST 37.01 FEET;
THENCE NORTH 07013'16" WEST 1S5.10 FEET;
THENCE NORTH OS055'50" WEST 66.36 FEET;
THENCE NORTH 08035'26" WEST 70.11 FEET;
THENCE NORTH 03030'28" EAST 24.24 FEET;
THENCE NORTH 09022'2S" EAST 32.62 FEET;
THENCE NORTH 32003'11" EAST 61.35 FEET;
THENCE NORTH 41059'52" EAST 54.16 FEET;
THENCE NORTH 46038'59" EAST 44.15 FEET;
THENCE NORTH 40019'34" EAST SO.40 FEET;
THENCE NORTH 39030'46" EAST 42.43 FEET;
THENCE NORTH 52007'39" EAST 71.16 FEET;
THENCE NORTH 60017'11" EAST 55.95 FEET:
THENCE NORTH 6s043'34" EAST 63.02 FEET;
THENCE NORTH 86012'19" EAST 41.51 FEET;
THENCE SOUTH 75032'58" EAST 74.98 FEET;
THENCE NORTH 78055'50" EAST 42.97 FEET;
THENCE NORTH 69031'07" EAST 36.80 FEET;
THENCE NORTH 75037'20" EAST 34.34 FEET;
THENCE SOUTH 72008'39" EAST 57.43 FEET;
THEf:lCE SOUTH 56052'50" EAST 70.22 FEET;
THENCE SOUTH 56052'18" EAST 99.31 FEET;
THENCE SOUTH 70"35'59" EAST 56.76 FEET;
THENCE SOUTH 85012'15" EAST 70.23 FEET:
THENCE NORTH 85047'37" EAST 52.90 FEET;
THENCE NORTH 77"16'18" EAST 51.33 FEET;
THENCE NORTH 64020'23" EAST 9.49 FEET;
THENCE NORTH 23058'25" EAST 60.47 FEET;
THENCE NORTH 39"27'42" EAST 136.06 FEET;
THENCE NORTH 18"12'03" EAST 123.70 FEET;
THENCE NORTH 16"26'30" WEST 137.54 FEET;
THENCE NORTH 45055'34" WEST 133.51 FEET;
THENCE NORTH 84043'21" WEST 101.26 FEET:
THENCE SOUTH 87"06'53" WEST 375.05 FEET;
THENCE SOUTH 86"31'55" WEST 296.36 FEET;
THENCE NORTH 02"29'11" WEST 25.06 FEET;
-',
A~ien'da Item No. 7B ' -':::
January 1'~~ lJ '..1
Page 9CJ: 1~ _,.~,~~ i
'-
~
,f'
Appendi
L
Town PI,
~hj:l Tr"f\fn ,....,f ^\/,O ""Ari::.
T
THENCE SOUTH 85019'00" WEST 63.79 FEET;
THENCE SOUTH 87001'35" WEST 57.73 FEET;
THENCE NORTH 85014'11" WEST 27.05 FEET;
THENCE NORTH 86011 '09" WEST 22.51 FEET;
THENCE NORTH 71001'47" WEST 25.34 FEET;
THENCE NORTH 74057'44" WEST 25.97 FEET:
THENCE NORTH 80042'24" WEST 41.73 FEET;
THENCE NORTH 77000'19" WEST 49.95 FEET;
THENCE NORTH 78026'56" WEST 104.70 FEET;
THENCE NORTH 78045'16" WEST 195.82 FEET;
THENCE NORTH 79021'51" WEST 81.14 FEET;
THENCE NORTH 76030'15" WEST 38.50 FEET;
THENCE NORTH 70033'36" WEST 13.50 FEET;
THENCE NORTH 53058'21" WEST 10.18 FEET;
THENCE NORTH 53058'22" WEST 10.18 FEET;
THENCE NORTH 43009'08" WEST 16.42 FEET;
THENCE NORTH 34052'31" WEST 30.12 FEET;
THENCE NORTH 37008'48" WEST 31.00 FEET;
THENCE NORTH 45000'00" WEST 37.06 FEET;
THENCE NORTH 43028'45" WEST 29.92 FEET;
THENCE NORTH 52029'45" WEST 40.59 FEET;
THENCE NORTH 53028'16" WEST 25.16 FEET;
THENCE NORTH 69051'49" WEST 23.93 FEET;
THENCE NORTH 72053'50" WEST 40.74 FEET;
THENCE NORTH 74.38'02" WEST 101.72 FEET;
THENCE NORTH 76025'14" WEST 79.73 FEET;
THENCE NORTH 73.50'34" WEST 83.41 FEET;
THENCE NORTH 77016'32" WEST 71.39 FEET;
THENCE NORTH 70044'15" WEST 32.62 FEET;
THENCE NORTH 75044'50" WEST 240.26 FEET;
THENCE SOUTH 76022'29" WEST 54.20 FEET;
THENCE NORTH 75"46'41" WEST 12.81 FEET;
THENCE NORTH 78"06'45" WEST 243.02 FEET;
THENCE SOUTH 87"32'28" WEST 438.43 FEET;
THENCE SOUTH 86036'21" WEST 1,109.58 FEET;
THENCE NORTH 77"00'11" WEST 142.86 FEET;
THENCE SOUTH 17030'03" WEST 10.94 FEET;
THENCE SOUTH 21.30'05" EAST 36.63 FEET;
THENCE SOUTH 30057'50" WEST 6.02 FEET;
THENCE NORTH 73.10'43" WEST 139.18 FEET;
THENCE NORTH 11046'06" WEST 25.32 FEET;
THENCE NORTH 05"42'38" WEST 20.76 FEET;
THENCE NORTH 04023'55" WEST 13.47 FEET;
THENCE NORTH 50011'40" WEST 8.07 FEET;
THENCE NORTH 83"59'28" WEST 19.73 FEET;
THENCE NORTH 84057'27" WEST 35.25 FEET;
THENCE NORTH 83049'48" WEST 38.44 FEET;
THENCE NORTH 80044'23" WEST 96.27 FEET;
THENCE NORTH 79048'04" WEST 449.12 FEET;
THENCE NORTH 77049'57" WEST 284,20 FEET;
THENCE NORTH 83"39'35" WEST 93.52 FEET;
THENCE NORTH 87"39'46" WEST 101,30 FEET:
THENCE NORTH 840:S40" WEST 85,09 FEET;
THENCE NORTH 77'28'16" WEST 95.22 FEET:
THENCE NORTH 77023'45" WEST 170,38 FEET:
THENCE NORTH 75057'50" WEST 76.65 FEET:
THENCE NORTH 69026'38" WEST 35.30 FEET:
THENCE NORTH 69"46'31" WEST 41.82 FEET:
THENCE NORTH 48'48'50" WEST 43.91 FEET:
THENCE NORTH .l6'~..r43" WEST 134.40 FEET:
. ~
Ag'en'da Item Nl1~' . :::
January 11, 11 U ~.
Page 91 0
:--"' ~
;/
,I
Appendi
Town pl-:
:" ; .-..+ "1'''.\ 1:)r;::
THENCE NORTH 43058'24" WEST 611.34 FEET:
THENCE NORTH 45000'00" WEST 338.85 FEET;
THENCE NORTH 44041'45w WEST 412.62 FEET;
THENCE NORTH 43026'06w WEST 267,38 FEET;
THENCE NORTH 46027'29" WEST 200.89 FEET;
THENCE NORTH 66002'14" EAST 12.72 FEET;
THENCE NORTH 81052'12" EAST 18.83 FEET;
THENCE NORTH 03020'45" EAST 73.83 FEEl;
THENCE SOUTH 85025'42" WEST 6.48 FEET;
THENCE NORTH 90000'00" WEST 10.84 FEET;
THENCE SOUTH 70027'48" WEST 16.99 FEET;
THENCE SOUTH 56018'36" WEST 14.89 FEET;
THENCE SOUTH 75057'49" WEST 17.03 FEET;
THENCE SOUTH 87016'25" WEST 10.86 FEET;
THENCE NORTH 59020'58" WEST 16.21 FEET;
THENCE NORTH 35032'16" WEST 17,77 FEET;
THENCE NORTH 26033'54" WEST 17.32 FEET;
THENCE NORTH 16011'21" WEST 16.67 FEET;
THENCE NORTH 01052'04" WEST 47.53 FEET;
THENCE NORTH 00005'16" WEST 336.69 FEET;
THENCE NORTH 00029'38" WEST 299.52 FEET;
THENCE NORTH 00056'29" WEST 220.01 FEET;
THENCE NORTH 00052'19" EAST 237.57 FEET;
THENCE NORTH 00046'52" WEST 113.62 FEET;
THENCE NORTH 00000'00" EAST 13.43 FEET;
THENCE NORTH 14002'10" EAST 8.52 FEET;
THENCE NORTH 45000'00" EAST 5,84 FEET;
THENCE NORTH 71033'54w EAST 9.80 FEET;
THENCE NORTH 82024'19" EAST 15.63 FEET;
THENCE SOUTH 89"12'02" EAST 222.07 FEET;
THENCE SOUTH 86036'31" EAST 69,83 FEET;
THENCE SOUTH 82038'52" EAST 32.28 FEET;
THENCE SOUTH 70"49'16" EAST 25.15 FEET;
THENCE SOUTH 60038'32" EAST 18.96 FEET;
THENCE SOUTH 62044'41" EAST 38.34 FEET;
THENCE SOUTH 73008'30" EAST 35.61 FEET;
THENCE SOUTH 87"42'34" EAST 25.84 FEET;
THENCE NORTH 86018'31" EAST 32.08 FEET;
THENCE NORTH 74058'54" EAST 43.84 FEET:
THENCE NORTH 66016'18" EAST 51.33 FEET;
THENCE NORTH 56001 '25" EAST 57.29 FEET;
THENCE NORTH 52034 '43" EAST 171.66 FEET:
THENCE NORTH 43053'54" EAST 75.96 FEET:
THENCE NORTH 36037'1 r EAST 47.61 FEET:
THE~CE NORTH 35048'12" EAST 77.68 FEET:
THENCE NORTH 30021'29" EAST 83.78 FEET:
THENCE NORTH 22031'12" EAST 67,13 FEET:
THENCE NORTH 13036'02" EAST 32.94 FEET:
THENCE i'-JORTH 14"28'13" EAST 66.13 FEET:
THENCE NORTH 10057"15" EAST 65.22 FEET:
THENCE NORTH 11 "18'36" E,A.ST 21.06 FEET;
THENCE NORTH 16"41'58" EAST 10.78 FEET:
THENCE NORTH 45000'00" EAST 10.22 FEET:
THENCE NORTH 58023'33" EAST 15.76 FEET:
THENCE NORTH 64039'14" EAST21.71 FEET:
THENCE NORTH 6T4T:..T' EAST 163.98 FEET:
THENCE NORTH 64059'39" EAST 161.25 FEET:
THENCE 1'JORTH G6 ':::2' ~ .r' =..:"ST18.04 FEET:
THENCE :'o.JCRTi-t 7'2'53'50" =..:"ST28,10 FEET
THENCE NCRT:-i ::,o'ro',::o" =..:"ST 14.46 FEET.
Agenda Item No. 7B II. ~:,:
January 11 ,t:1!7 ..
Page 92 0.,12'1 .',
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THENCE NORTH 88018'55" EAST 35.13 FEET;
THENCE SOUTH 88036'10" EAST 42.36 FEET:
THENCE NORTH 90000'00" EAST 28.92 FEET; .
THENCE SOUTH 82045'47" EAST 16.40 FEET;
THENCE SOUTH 61055'39" EAST 17.73 FEET;
THENCE NORTH 69034'35" EAST 118.02 FEET;
THENCE NORTH 81056'55" EAST 17.06 FEET;
THENCE NORTH 86043'15" EAST 124.39 FEET;
THENCE NORTH 13046'19" WEST 328.58 FEET;
THENCE NORTH 70048'07" EAST 76.21 FEET;
THENCE NORTH 54029'06" EAST 37.97 FEET;
THENCE NORTH 21053'45" WEST 54.48 FEET;
THENCE NORTH 70047'14" EAST 77.55 FEET;
THENCE NORTH 71002'31" EAST 35.61 FEET;
THENCE NORTH 72016'21" EAST 131.70 FEET:
THENCE NORTH 72004'43" EAST 126.98 FEET;
THENCE NORTH 73013'18" EAST 106.86 FEET;
THENCE NORTH 71011'1r EAST 74.14 FEET;
THENCE NORTH 68033'08" EAST 30.93 FEET;
THENCE NORTH 71033'54" EAST 17.88 FEET;
THENCE NORTH 81015'14" EAST 13.52 FEET;
THENCE SOUTH 83005'20" EAST 17.09 FEET;
THENCE SOUTH 47043'35" EAST 15.29 FEET;
THENCE SOUTH 37020'58" EAST 24.58 FEET;
THENCE SOUTH 16038'20" EAST 4S.68 FEET;
THENCE SOUTH 24010'17" EAST 35.78 FEET;
THENCE SOUTH 21052'45" EAST 70.36 FEET;
THENCE SOUTH 34033'45" EAST 28.09 FEET;
THENCE SOUTH 47026'12" EAST 34.20 FEET;
THENCE SOUTH 52025'53" EAST 8.43 FEET:
THENCE SOUTH 71033'54" EAST 9.75 FEET:
THENCE SOUTH 85001'49" EAST 11.87 FEET;
THENCE SOUTH 87008'15" EAST 20.59 FEET;
THENCE SOUTH 88025'50" EAST 37.54 FEET:
THENCE NORTH 87033'48" EAST 48.37 FEET;
THENCE SOUTH 89035'00" EAST 141.38 FEET;
THENCE NORTH 8900S'34" EAST 99.23 FEET;
THENCE NORTH 84031'51" EAST 48.55 FEET:
THENCE NORTH 82020'00" EAST 26,97 FEET:
THENCE NORTH 79046'40" EAST 31.87 FEET;
THENCE NORTH 76027'51" EAST 28.56 FEET;
THENCE NORTH 70023'45" EAST 39.84 FEET;
THENCE NORTH 70048'11" EAST 134.46 FEET;
THENCE NORTH 70037'19" EAST 79.02 FEET;
THENCE NORTH 66032'28" EAST 29.70 FEET;
THENCE NORTH 57049'44" EAST 37.66 FEET;
THENCE NORTH 53021'S7" EAST 74.96 FEET;
THENCE NORTH 54024'S9" EAST 148.87 FEET:
THENCE NORTH SOOSO'35" EAST 203.S4 FEET;
THENCE NORTH 48043'S3" EAST 33.S2 FEET;
THENCE NORTH 32023'S2" EAST 31.67 FEET;
THENCE 334.86 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING
A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70024'48" AND BEING SUBTENDED BY A CHORD
WHICH BEARS NORTH 06025'03" WEST 314,18 FEET:
THENCE NORTH 41037'27" WEST 133.18 FEET:
THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS.oF
573.36 FEETTHROUGH CENTRAL ANGLE OF 18026'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS
NORTH 50'50'52" WEST 183.80 FEET;
THENCE NORTH 60'04'16" WEST 149.32 FEET;
THENCE 44,34 FEET ALONG THE ARC OF A NON-TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING
Agerid~ Item ~V. rf~
January 11, 11 U', .
Page 93 ,,:
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Agenda Item No. 7B
January 11, 2011
Page 94 of 129
Naples Daily NeWs · Sunda,. November 28,'201~ . 2tD
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. . . NOl;'lCE OF PUBLIC HEARING TO CONSIDERRESOLUnqN' .
;': ," .'. -", '::'" . _\ ',- ' ". .' :-:"'.:', ,- " ,',
NotiCe is h~reby g~n 'that tti"e Board oitou~ty CommiSsioners ~f Colli~r'CO~nty
will !,!old if public hearing on TUesday, 'De<!embtir, 14, 2010 in the Boardroom;' 3rd
Flo.or;.;..A.. d .minlstration Building, Collier countY.. Gove. m.ment Center, 32.99. East Ta.
:.mI~rtii:'Trail, Na~Ies.. Florida. The ,:"eeting w!lI begl,n at 9:00 AM~ Thftitle of the
pro,J:lCisedresolutlon IS as follows:. " . I ' .;,1'", ,.. " ..'
,;:::;".,', -__I.' _,1"/" .J....,.:'. "
A RESOLUTION AMENDING RESOLUTION NUMBERS' 2004-B9AND 200S-234A-FOR
THE TOWN OF AVE MARIA STEWARDSHIP RECEMNG.AREA'TORWtSt"THESRA
MASTER PLAN TO DIVIDE TOWN CENTER 2 INTO TOWN CENTER 2a AND TOWN
.CENTER 2b;TO RELOCATE TOWN CENTER~2b TO OIL WELL ROADANfLTO RELO-
CATE AN ACCESS POINT ON OIL WELL ROAD. THE PROPERTY' IS .LOCATED NORTH
OF OIL WEll ROAD 'AND WEST OF CAMP KEAIS ROAD IN SECTIONS 31. THROUGH
33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTIONS 4 THROUGH 9 ANO 16
. THROUGH .18, TOWNSHIP '48 SOUTH, RANGE 29 EAST IN COLLIER COUNJY,' FLORI-
. DA (PETlTIONSRAA.PL201O-198B) . " '. ....,'i:, .... ,i,,;,~.
. " ': . " . . , ,,' ',' . :_~ ',' -~ ::- ,!:,' '~"::!(J,..
Petition: SRAA-pLi010-1988, A Resolution amending Resolirtion'Numbers';i~89
and 2005-234A for the Town of Ave Marla Stewardsnip Receiving Area to revise the
SRA Master Plan to divide Town Center 2 into Town Center 2a and Town Center 2b;
to relocate Town Center 2b to Oil Well Road and to relocate an access point on Oil
Well Road. The property is located north of Oil Well Road and west of Camp' Keais
Road in Sections 31. through' 33, Township 47 Soutt); Range 29 East and Sectron 4
"through 9 and 16 thrOl,igh l8,.Township 48.$outh, Range 29 East in ,Collier County,
Florida. (Companion to:DOA-PL20l0-t}St] {Coordinator: Kay Deselem, A1CP,Princi-
pal'~lan~er).' . '. .' .' ..,
NOfe:AIl::Persons wishing to speak on any agendi:{ item must regisi~(witl) the
County. Administrator priof to', presentation of the ageIJda item t() .bI!' ..addressed.
Individuatspeakers will 'be limited to 3 minutes on' any Item. The se1ectlO,tof an in-
d!vidual'to.speak. on behalf 61 an organitation or grouf:! is .encouraged: Ifrecog-
, mzed by the C:halr, a spokesperson for a group or orgamzatlon,may:be allotted 10
minutes ~ospe~k onan itei'rii' . '. . .. "
....-:, ".'. "''':'''-,,,: , :,', ," .-..,,'/',':-"-'
PersOns Yiishing to ha~ written or graphic materials includedin..the8aard. agenda
pack~ts mu~'subm.it. ~lIjd . materi~1 '1/' miniml!m qf. 3 weeks p,riqr: to~e 0 respective
public hearing. In "any ca~, writtEin,'!'!Iatenals Intendedto,becor:lsldered by the
Boardshall~ submitted to, the appropriate County staff a minimui)1of seven days
prior to,the.'public hearing.. . All 'materlal,.used in ,presenta,ions'l:Iefore'the,Board
will beCornti:~))erman,ent part ofthe rllcord,: .. " " .;, .,._i' .
..r . .,1. ': _'< . .":~l?f ce'" _! ,,~:..;.:. ,"', , . _' '.,: I' . ",,',.' , : .~,\4,,:;;:) ~'i.;, __'~:'-~> ']. '_j;', . .. . \.'
Any Person who deCid~toappeal a decision of ,the Board win neec.t Ii record of the
pr~.,eded. inf{l.ts. k. ~~rtaini!!gdlt~~rel'!? andd t~. ..ehr!!fh.ore, maYI~." E!e1,?...,t~,.~tn;..~,!Jle...l101.'t..lh. ,at ~,.,.I(~~g~!i.".1.,
feq)r 0,' "i":@~ procee ng. s'ma e; W Ie record uC "yef"""'"e,,, many anueVl-i
dence upon v1inich the appeal is based. "
If you are a person with a disability who needs any ,accommodation inorder to par-
ticipate In this proceeding; you are entitled, at no cost to you, to,.the. provision of
certain assistance. Please contact the Collier County .Facilities Management Depart-
. ment, located at 333S Tamiami Trail East, Building W, Suite #1.01, Naples, Florida
34112,(239) 252-8380. Assisted listening devices for the hearing impaired are avail-
able in the County Commissioners' Office. .
BOARD OF COUNTY COMMISSIONERS
COLPERCOUNTY, FLORIDA
FRED COYLE, CHAIRMAN
DWIGHT E. BROCK. CLERK
~y: }Jiarth~ Vergara, Deputr Cleric
.(5~;~t~f~ "
No~;mbP-r -28 2010'
,
~
No1R7794'
Agenda Item No. 7B
January 11, 2011
Page 95 of 129
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Agenda Item No. 78
January 11, 2011
Page 96 of 129
My name is Pamela Potenza, and I am a home o,:,'ner in A ve ~~ria, FL. I am n?t a~l~ ~')
attend this hearing/meeting, but would like to VOIce m'y. OpposIt~on to ~he rezol1l~7 c J..
'1'q[ which would aHow Jackson Labs to ~ite a ne\~ facIhty practically m my back~lard. I
did not purchase my home in Ave MAna expectmg that one day, I :v.ould have to share
some 200 acres of this quiet, rural setting with a major research facilIty.
'.; .
The invitation from Collier County to Jackson Labs to locate their facility on land that
was originally part of the Ave Maria complex has resulted in quite a controversy among
the good people living and working at Ave Maria. ] decided to do a little research of my
own, to find out for myself what Jackson Labs is alJ about. What I discovered is that
Jackson Labs is doing a lot of genetic research, some of which could be medically
efficacious, but much of which is morally objectionable, considering their proximity to a
Catholic University and a to"vn made up of a large Catholic population.
From the Jackson Laboratory's website: Frequently Asked Questions about .lAX _
Florida: here are some of the morally disturbing facts associated with their research.
"The Jackson Laboratory's researchers focus on six major areas" one of which is
"Developmental and reproductive biology: birth defects, Down Syndrome, sex
determination,..." In my opinion, this IS a slippery slope that leads to genetic counseling
to suggest the termination of a pregnancy that may result in a Jess than perfect child.
"Among the Laboratory's key discoveries are: in vitro fertilization, the freezing of
embryos and other assistcd reproductive technologies." How can a Catholic communh,
welc()me a research facility [hat is responsible for developing tcchnoiogy that fhes in the
face of Catholic teaching" Isn't this a conflict of interest?????
h\Vould researchers at JA.X - Florida \vork with stem cells? \Vhat kind of stem cells?"
While "human embryonic stem cell research is not central to .lAX's current research
program.... '" we could not rule out the possibiiit:y that some research of this kind might
be done in the future," That's too big of a loop hole for my peace of mind'l
As if that \veren't enough to convince me that I don-t want Jackson Labs 111 my
neighborhood. I found all article in a Jackson Lab publication called The Search. In the
amole, Dr Bob Braun, a researcher for J L, states that "the big picture for my lab is trying
to understand the genetic basis for infertility in men. Another part is ho,",,' to develop a
male contraceptive. \\'e need solutions be.vond a condom. A pm is theloug-term
0'1".,-.1 ~.
F, V'u..
The de\ielopers of Ave Maria see Jackson Labs as boosting the economy in Collier
County, and bringing more home buyers to our location. Frankly, I think it could havr
.i ust the opposite affect: prospecti \Ie donors to a Catholic university, as well as home
buyers looking for a Catholic neighborhood, might 110t be so inclined to put their r
into a community that welcomed a research facility \vorking in areas that are so r
in conflict with the teachings of the Catholic Church. I think \ve may be diggir
,grave if this plan goes through, _____
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Agenda Item No. 7B
January 11, 2011
Page 97 of 129
7)-eJ WeJ,b ~
Dl~~~O~~ TI
" DEe 2 2010 U
L:::J'
November 30,2010
Mr. Nick Casalanguida, Administrator
Collier County Growth Management Division
2800 North Horseshoe Drive
Naples, FL 34104
Re: The Town of Ave Maria Development Order and SRA Amendment
Dear Mr. Casalanguida:
We understand that Ave Maria Development, LLLP, the developer. oUhe Town of Ave Maria,
has filed applications to amend the Town of Ave Maria DRI and SRA to reposition approximately
50 acres from the Town Center located on Camp Keais Road to a Town Center on Oil Well
Road, and to relocate the western-most access point further east near the relocated Town
Center 2b.
Del Webb Naples Community Association, Inc. is the owner and operator of the Del Webb Golf
Course and the representative of the residents of the Del Webb Naples community. As an
adjacent property owner, Del Webb Naples Community Association has no objection to the
repositioning of approximately 50 acres of Town Center from Camp Keais Road to Oil Well
Road nor to the relocation of the access point along Oil Well Road.
Sincerely,
Del Webb Naples Community Association, Inc.
~
Scott Brooks
President
cc: David Genson. PE
Alan Reynolds, ACIP
9240 Estero Park Commons Blvd.
Estero, Fl 33928
Phone: 239,495.4800
Fax: 239.495.4898
1C1lS12010.. 220524 .. Ver: t ~ MPeRRY
07Z1~.PPIlS.~S360
Agenda Item No. 7B
January 11, 2011
Page 98 of 129
apulte
TI ~~~OV~"'"
.., DEe 2 2010 ~
CJ'
November 30,2010
Mr. Nick Casalanguida, Administrator
Collier County Growth Management Division
2800 North Horseshoe Drive
Naples, FL 34104
Re: The Town of Ave Maria Development Order and SRA Amendment
Dear Mr. Casalanguida:
We understand that Ave Maria Development, LLLP, the developer of the Town of Ave Maria,
has filed applications to amend the Town of Ave Maria DRI and SRA to reposition approximately
50 acres from the Town Center located on Camp Keais Road to a Town Center on Oil Well
Road, and to relocate the western-most access point further east near the relocated Town
Center 2b.
Pulte Home Corporation owns the property north of Anthem Parkway and north of the
proposed relocated :1:50 acre Town Center. As the adjacent property owner, Pulte Homes
Corporation supports the application and consequently, has no objection to the repositioning of
approximately 50 acres of Town Center from Camp Keais Road to Oil Well Road nor to the
relocation of the access point along Oil Well Road.
Sincerely,
Pulte Home Corporation
rtJ 1/ 0" .
;<'..Il-t t...c.........-<---
Richard McCormick
Vice President, Land
South Florida Division
cc: David Genson, PE
Alan Reynolds, ACIP
10:5,12010.22052<&. Ver: I . MPERRV
07213~ trol. P"HS. 33300
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Agencpa~erl'1 td~.?ij3
Janua1'y 11,20'1'1
Page 99 of 129
I 4.08.07. SRA Designation
SRA designation is intended to encourage and facilitate uses that enable economic prosperity and
diversification of the economic base of the RLSA District, and encourage development that utilizes creative land use
planning techniques and facilitates a compact form of development to accommodate population growth by the
establishment of SRAs. Stewardship Credits generated from SSAs are exchanged for additional residential or non-
residential entitlements in an SRA on a per acre basis as set forth herein. Density and intensity within the RLSA
District shall not be increased beyond the Baseline Standards except through the provisions of the Stewardship
Credit System. the affordable housing density Bonus as referenced in the density Rating System of the FLUE, and
the density and intensity blending provision of the Immokalee Area Master Plan. The procedures for the
establishment and transfer of Credits and SRA designation are set forth herein. Credits can be transferred only to
lands within the RLSA District that meet the defined suitability criteria and standards set forth herein. Land becomes
designated as an SRA on the date that the SRA Credit Agreement becomes effective pursuant to Section 4.08.07
D .11. Any change in the residential density or non-residential intensity of land use on a parcel of land located within
an SRA shall be specified in the resolution, which shall reflect the total number of transferable Credits assigned to the
parcel of land.
A. Lands Within the RLSA District that can be Designated as SRAs. All privately owned lands within the RLSA
District that meet the suitability criteria contained herein may be designated as SRA, except lands delineated
on the RLSA Overlay Map as FSA, HSA. or WRA, or lands already designated as an SSA. WRAs may be
located within the boundaries of an SRA and may be incorporated into an SRA Master Plan to provide water
management functions for properties within such SRA, subject to all necessary permitting requirements.
1. Suitability Criteria. The following suitability criteria are established to ensure consistency with the Goals,
Objectives, and Policies of the RLSA Overlay.
a. An SRA must contain sufficient suitable land to accommodate the planned development.
b. Residential, commercial, manufacturingllight industrial, group housing, and transient housing,
institutional, civic and community service uses within an SRA shall not be sited on lands that
receive a Natural Resource Index value of greater than 1.2.
c. Conditional use essential services and govemmental essential services, with the exception
of those necessary to serve permitted uses and for public safety, shall not be sited on land that
receives a Natural Resource Index value of greater than 1.2, regardless of the size of the land or
parcel.
d. Lands or parcels that are greater than one acre and have an Index Value greater than 1.2 shall
be retained as open space and maintained in a predominantly natural vegetated state.
e. Open space shall also comprise a minimum of thirty-five percent of the gross acreage of an
individual SRA Town, Village, or those CRDs exceeding 100 acres. Gross acreage includes only
that area of development within the SRA that requires the consumption of Stewardship Credits.
f. As an incentive to encourage open space, open space on lands within an SRA located outside
of the ACSC that exceeds the required thirty-five percent retained open space shall not be
required to consume Stewardship Credits.
g. An SRA may be contiguous to an FSA or HSA, but shall not encroach into such areas, and shall
buffer such areas as described in Section 4.08.07 J.6. An SRA may be contiguous to, or
encompass a WRA.
h. The SRA must have either direct access to a County collector or arterial road or indirect
access via a road provided by the developer that has adequate capacity to accommodate the
proposed development in accordance with accepted transportation planning standards.
2. SRAs Within the ACSC. SRAs are permitted within the ACSC subject to limitations on the number, size,
location, and form of SRA described herein. Nothing within this Section shall be construed as an
exemption of an SRA from any and all limitations and regulations applicable to lands within the ACSC.
Lands within the ACSC that meet all SRA suitability criteria shall also be restricted such that credits
used to entitle an SRA in the ACSC must be generated exclusively from SSAs within the ACSC. No
early entry bonus credits can be used to entitle an SRA within the ACSC.
a. The only forms of SRA allowed in the ACSC east of the Okaloacoochee Slough shall be Hamlets
and CRDs of 100 acres or less and the only forms of SRA allowed in the ACSC west of the
Okaloacoochee Slough shall be Villages and CRDs of not more than 300 acres and Hamlets.
Provided, however, two SRAs, consisting of any combination of Villages or CRDs of not more
than 500 acres each, exclusive of any lakes created prior to the effective date of this amendment
as a result of mining operations, shall be allowed in areas that have a frontage on State Road 29
and that, as of the effective date of the RLSA Overlay, had been predominantly cleared as a
result of Ag Group I (Layer 5) or Earth Mining or Processing Uses (Layer 3).
b. The Town form of an SRA shall not be located within the ACSC.
a.
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Municode Agen~~'1J b1P2~B
Janu~rY 11, 2011
Page 100 of 129
Establishment and Transfer of Stewardship Credits. The procedures for the establishment and transfer of
Credits and SRA designation are set forth herein. Stewardship Credits will be exchanged for additional
residential or non-residential entitlements in an SRA on a per acre basis, as described in Section 4.08.07 B.2.
Stewardship density and intensity will thereafter differ from the Baseline Standards.
1. Transfer of Credits. The transfer or use of Stewardship Credits shall only be in a manner as provided for
herein.
a. Stewardship Credits generated from any SSA may be transferred to entitle any SRA, except where the
SRA is within the ACSC, in which case only Stewardship Credits that have been generated from an
SSA within the ACSC can be used to entitle such SRA. No early entry bonus credits can be used to
entitle an SRA within the ACSC.
b. Credits can be transferred only to lands within the RLSA that meet the defined suitability criteria
and standards set forth herein.
c. Stewardship Credits may be transferred between different parcels or within a single parcel,
subject to compliance with all applicable provisions of these policies. Residential clustering shall
only occur within the RLSA District through the use of the Stewardship Credit System, and other
forms of residential clustering shall not be permitted.
d. Stewardship Credits may be acquired from any credit holder and transferred to an SRA subject
to the limitations contained in this Section.
e. Stewardship Credits may be acquired from a Stewardship Credit Trust established pursuant to
Section 4.08.04 B., and transferred to an SRA subject to the limitations contained in this Section.
2. Stewardship Credit Exchange. Stewardship Credits shall be exchanged for additional residential or non-
residential entitlements in an SRA on a per acre basis at a rate of eight (8) Stewardship Credits per
gross acre. Lands within an SRA greater than one acre, with Index Values of greater than 1.2, shall be
retained as open space and maintained in a predominantly natural, vegetated state. Any such lands
within an SRA located outside of the ACSC exceeding the required thirty-five (35) percent shall not be
required to consume Stewardship Credits.
3. Public Benefit Uses. The acreage within an SRA devoted to a public benefit use shall not be required to
consume Stewardship Credits and shall not count toward the maximum acreage limits of an SRA. For
the purpose ofthis Section, public benefit uses are limited to pUblic schools (preK-12) and public or
private post secondary institutions, Post Secondary Institution Ancillary Uses, community parks
exceeding the minimum requirement of 200 square feet per dwelling unit, municipal golf courses,
regional parks, and governmental facilities excluding essential services as defined in the LDC.
4. Mixed Land Use Entitlements. In order to promote compact, mixed use development and provide the
necessary support facilities and services to residents of rural areas, the SRA designation and the
transfer of the Stewardship Credits allows for a full range of uses, accessory uses and associated
uses that provide a mix of services to and are supportive to the residential population of an SRA and the
RLSA District. SRAs are intended to be mixed use and shall be allowed the full range of uses permitted
by the Urban Designation of the FLUE. as modified by Policies 4.7, 4.7.1,4.7.2,4.7.3,4.7.4 and RLSA
Overlay Attachment C. Depending on the size, scale, and character of an SRA, it shall be designed to
include an appropriate mix of retail, office, recreational, civic, governmental, and institutional uses, in
addition to residential uses.
C. Forms of SRA developments. SRA developments are a compact form of development, which
accommodate and promote uses that utilize creative land use planning techniques. SRAs shall be used to
facilitate the implementation of innovative planning and flexible development strategies described in ~
163.3177 (11), F.S. and Rule 9J-5.006(5)(I), FAC. These planning strategies and techniques are intended to
minimize the conversion of rural and agricultural lands to other uses while discouraging urban sprawl.
protecting environmentally sensitive areas, maintaining the economic viability of agricultural and other
predominantly rural land uses, and, providing for the cost-efficient delivery of public facilities and services.
Only the following four specific forms of rural development in SRAs are permitted within the RLSA District.
1. Towns. Towns are the largest and most diverse form of SRA, with a full range of housing types and mix
of uses. Towns have urban level services and infrastructure which support development that is
compact, mixed use, human scale, and provides a balance of land uses to reduce automobile trips and
increase livability. Towns shall be not less than 1,000 acres or more than 4,000 acres and are
comprised of several villages and/or neighborhoods that have individual identity and character. Towns
shall have a mixed-use town center that will serve as a focal point for community facilities and support
services. Towns shall be designed to encourage pedestrian and bicycle circulation by including an
interconnected sidewalk and pathway system serving all residential neighborhoods. Towns shall have
at least one community park with a minimum size of 200 square feet per dwelling unit in the Town.
Towns shall also have parks or public green spaces within neighborhoods. Towns shall include both
community and neighborhood scaled retail and office uses, in a ratio as provided in Section 4.08.07 J.1.
Towns may also include those compatible corporate office and light industrial uses as those permitted in
the Business Park and Research and Technology Park Subdistricts of the FLUE. Towns shall be the
preferred location for the full range of schools, and to the extent possible, schools and parks shall be
located adjacent to each other to allow for the sharing of recreational facilities. Towns shall not be
located within the ACSC.
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D.
2. Villages. Villages are primarily residential communities with a diversity of housing types and mix of uses
appropriate to the scale and character of the particular village. Villages shall be not less than 100 acres
or more than 1.000 acres. Villages are comprised of residential neighborhoods and shall include a
mixed-use village center to serve as the focal point for the community's support services and facilities.
Villages shall be designed to encourage pedestrian and bicycle circulation by including an
interconnected sidewalk and pathway system serving all residential neighborhoods. Villages shall
have parks or public green spaces within neighborhoods. Villages shall include neighborhood scaled
retail and office uses, in a ratio as provided in Section 4.08.07 J.1. Villages are an appropriate location
for a full range of schools. To the extent possible, schools and parks shall be located adjacent to each
other to allow for the sharing of recreational facilities. The Village form of rural land development is
permitted within the ACSC subject to the limitations of Section 4.08.07 A.2.
3. Hamlets. Hamlets are small rural residential areas with primarily single-family housing and limited range
of convenience-oriented services. Hamlets shall be not less than 40 or more than 100 acres. Hamlets
will serve as a more compact alternative to traditional five-acre lot rural subsections currently allowed in
the Baseline Standards. Hamlets shall have a public green space for neighborhoods. Hamlets include
convenience retail uses, in a ratio as provided in Section 4.08.07 J.1. Hamlets may be an appropriate
location for pre-K through elementary schools. The Hamlet form of rural land development is permitted
within the ACSC subject to the limitations of Section 4.08.07 A.2.
4. Compact Rural developments (CRDs). Compact Rural development (CRD) is a form of SRA that will
provide flexibility with respect to the mix of uses and design standards, but shall otherwise comply with
the standards of a Hamlet or Village. A CRD may include, but is not required to have permanent
residential housing and the services and facilities that support permanent residents. Except as
described above, a CRD will conform to the characteristics of a Village or Hamlet as set forth in Section
4.08.07 J.1. based on the size of the CRO. As residential units are not a required use, those goods and
services that support residents such as retail, office, civic, governmental and institutional uses shall also
not be required. However for any CRD that does include permanent residential housing, the
proportionate support services listed above shall be provided in accordance with the standards for the
most comparable form of SRA as described in Section 4.08.07 C.2. or 3.
a. Size of CRDs limited. There shall be no more than five (5) CRDs of more than 100 acres in size.
b. CRDs within the ACSC. The CRO form of rural land development is permitted within the ACSC
subject to the limitations of Section 4.08.07 A.2.
5. Proportion of Hamlets and CROs to Villages and Towns. In order to maintain the correct proportion of
Hamlets and CRDs of 100 acres or less to the number of Villages and Towns approved as SRAs, not
more than five (5) of any combination of Hamlets and CRDs of 100 acres or less may be approved prior
to the approval of a Village or Town. In order to maintain that same proportion thereafter, not more than
five (5) of any combination of Hamlets and CRDs of 100 acres or less may approved for each
subsequent Village or Town approved.
6. SRAs as Part of a development of Regional Impact (DRI). SRAs are permitted as part of a ORI subject
to the provisions of ~ 380.06, F.S. and the RLSA District Regulations.
a. An SRA Designation Application may be submitted simultaneously with a Preliminary
development agreement application that occurs prior to a DRI Application for development
Approval (ADA). In such an application, the form of SRA development shall be determined by
the characteristics of the ORI project, as described in the ADA.
b. The DRI may encompass more than a single SRA Designation Application. It is the intent of this
Section to allow for the future designations of SRAs within a DRI as demonstrated by the DRI
phasing schedule.
c. A DRI applicant is required to demonstrate that:
(1) The applicant has the necessary Stewardship Credits to entitle the DRI as part of
subsequent SRA Designation Applications, or
(2) The applicant owns or has a contract with an owner of enough land that would qualify as
SSAs to entitle the DRl as part of subsequent SRA Designation Applications, or has the
ability to obtain the necessary Stewardship Credits to entitle the entire DRI as part of
subsequent SRA Designation Applications.
SRA Designation Application Package. A Designation Application Package to support a request to designate
land(s) within the RLSA District as an SRA shall be made pursuant to the regulations of the RLSA District
Regulations. The SRA Application Package shall include the following:
1. SRA Designation Application. An application shall be submitted by a landowner or hislher agent,
hereafter "applicant," to request the designation of an SRA within the LSA District. The Application
shall be submitted to the County manager or his designee, on a form provided. The application shall be
accompanied by the documentation as required by this Section.
2. Application Fee. An application fee shall accompany the application.
3. Natural Resource Index Assessment. An assessment that documents the Natural Resource Index
Value scores shall be prepared and submitted as part of the SRA Application. The Assessment shall
include an analysis that quantifies the number of acres by Index Values. The Assessment shall:
a. Identify all lands within the proposed SRA that have an Index Value greater than 1.2;
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4.
b. Verify that the Index Value scores assigned during the RLSA Study are still valid through recent
aerial photography or satellite imagery or agency-approved mapping, or other documentation, as
verified by field inspections.
c. If the Index Value scores assigned during the RLSA Study are no longer valid, document the
current Index Value of the land.
d. Quantify the acreage of agricultural lands, by type, being converted;
e. Quantify the acreage of non-agricultural acreage, by type, being converted;
f. Quantify the acreage of all lands by type within the proposed SRA that have an Index Value
greater than 1.2;
g. Quantify the acreage of all lands, by type, being designated as SRA within the ACSC, if any; and
h. Demonstrate compliance with the Suitability Criteria contained in Section 4,08.07 A.1.
Natural Resource Index Assessment Support Documentation. Documentation to support the Natural
Resource Index Assessment shall be provided for each SRA being designated to include:
a. Legal Description, including sketch or survey;
b. Acreage calculations of lands being put into the SRA, including acreage calculations of WRAs (if
any) within SRA boundary but not included in SRA designation;
c. RLSA Overlay Map delineating the area of the RLSA District being designated as an SRA;
d. Aerial photograph delineating the area being designated as an SRA;
e. Natural Resource Index Map of area being designated as an SRA;
f. FLUCFCS map(s) delineating the area being designated as an SRA;
g. Listed species map(s) delineating the area being designated as an SRA;
h. Soils map(s) delineating the area being designated as an SRA, and;
I. Documentation to support a change in the related Natural Resource Index Value(s), if
appropriate.
SRA Master Plan. A Master Plan shall be prepared and submitted by the applicant as part of the SRA
Application for Designation of an SRA. The SRA Master Plan shall be consistent with the requirements
of Section 4.08.07 G.
SRA Development Document. A Development Document shall be prepared and submitted by the
applicant as part of the SRA Application for Designation of an SRA. The SRA Development Document
shall be consistent with the requirements. of Section 4.08.07 H.
SRA Public Facilities Impact Assessment Report. An Impact Assessment Report shall be prepared and
submitted by the applicant as part of the SRA Application for Designation a of SRA. The SRA Impact
Assessment Report shall address the requirements of Section 4.08.07 K.
SRA Economic Assessment Report. An Economic Assessment Report shall be prepared and submitted
by the applicant as part of the SRA Application for Designation of an SRA. The SRA Economic
Assessment Report shall address the requirements of Section 4.08.07 L.
Stewardship Credit Use and Reconciliation Application. A Credit Use and Reconciliation Application
shall be submitted as part of an SRA Designation Application in order to track the transfer of credits
from SSA(s) to SRA(s). The Stewardship Credit Use and Reconciliation Application shall be in a form
provided by the County Manager, or his designee. The application package shall contain the following:
a. The Jegal description of, or descriptive reference to, the SRA to which the Stewardship Credits
are being transferred;
b. Total number of acres within the proposed SRA and the total number of acres of the proposed
SRA within the ACSC (if any);
c. Number of acres within the SRA designated "public use" that do not require the redemption of
Stewardship Credits in order to be entitled (does not consume credits);
d. Number of acres of "excess" open spaces within the SRA that do not require the consumption of
credits;
e. Number of acres of WRAs inside the SRA boundary but not included in the SRA designation;
f. Number of acres within the SRA that consume Credits;
g. The number of Stewardship Credits being transferred (consumed by) to the SRA and
documentation that the applicant has acquired or has a contractual right to acquire those
Stewardship Credits;
h. Number of acres to which credits are to be transferred (consumed) multiplied by eight (8)
Credits I acre equals the number of Credits to be transferred (consumed);
i. A descriptive reference to one (1) or more approved or pending SSA Designation Applications
from which the StewardShip Credits are being obtained. Copies of the reference documents I e.g.,
SSA Stewardship Credit Agreement, etc., shall be provided, including:
(1) SSA application number;
(2) Pending companion SRA application number;
(3) SSA Designation Resolution (or Resolution Number);
5.
6.
7.
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10.
(4) SSA Credit Agreement (Stewardship Agreement);
(5) Stewardship Credits Database Report.
j. A descriptive reference to any previously approved Stewardship Credit Use ~nd Reconciliabtio~
Applications that pertain to the referenced SSA(s) from which the Stewardship Credits are elng
obtained; and
k. A summary table in a form provided by Collier County that identifies the exchange of all
Stewardship Credits that involve the SRA and all of the associated SSAs from which the
Stewardship Credits are being obtained.
Conditional SRA Designation. If at the time of the approval of the SRA Designation Application, the
applicant has not acquired the number of credits needed to entitle the SRA, then the SRA Designation
approval shall be conditional. The applicant shall have sixty (60) days from the date of the conditional
approval to provide documentation of the acquisItion of the required number of Stewardship Credits. If
the applicant does not provide such documentation within sixty (60) days, the conditional SRA
Designation approval shall be null and void. The Stewardship Credit Use and Reconciliation Application
shall be amended to accurately reflect the transfer of credits that occurred following the conditional
approval of the SRA.
SRA Credit Agreement.
a. Any applicant for designation of an SRA shall enter into an SRA Credit Agreement with the
County.
b. The SRA Credit Agreement shall contain the following information:
(1) The number of SSA credits the applicant for an SRA designation is utilizing and which
shall be applied to the SRA land in order to carry out the plan of development on the
acreage proposed in the SRA development Documents.
(2) A legal description of the SRA land and the number of acres;
(3) The SRA master plan depicting the land uses and identifying the number of residential
dwelling units, gross leaseable area of retail and office square footage and other land
uses depicted on the master plan;
(4) A description of the SSA credits that are needed to entitle the SRA land and the
anticipated source of said credits;
(5) The applicant's acknowledgement that development of SRA land may not commence
until the applicant has recorded an SRA Credit Agreement Memorandum with the Collier
County Clerk of Courts; and
11.
(6) The applicant's commitments, if any, regarding conserJation, or any other restriction on
development on any lands, including wetlands, within the SRA, as may be depicted on
the SRA Master Plan for special treatment.
c. The SRA Credit Agreement shall be effective on the latest of the following dates:
(1) The date that the County approves the SRA Application;
(2) The date that documentation of the applicant's acquisition of the Stewardship Credits to
be utilized for the SRA is found by the County to be sufficient; or
(3) Five (5) working days after the date on which the applicant submits documentation of the
acquisition of the Stewardship Credits to be utilized, if the County fails to make a
sufficiency determination prior to that date.
d. Following approval of the SRA Application, the applicant shall record a SRA Credit Agreement
Memorandum, which shall include the following:
(1) A cross reference to the recorded SSA Credit Agreement Memorandum or Memoranda for
the SSA lands from which the credits being utilized are generated and identification of the
number of credits derived from each SSA; and
(2) a legal description of the SRA lands.
e. If the development provided for within an SRA constitutes, or will constitute, a development of
regional impact ("DR''') pursuant to 9 380.06 and 380.0651, F.S., and if the applicant has
obtained a preliminary development agreement ("PDA") from the Florida Department of
Community Affairs for a portion of the SRA land, the applicant may request the County to enter
into a Preliminary SRA Credit Agreement for those Stewardship Credits needed in order to
develop the PDA authorized development Commencement of the PDA authorized
development may not proceed until the applicant has recorded a Preliminary SRA Credit
Agreement Memorandum. The Preliminary SRA Credit Agreement and Preliminary SRA Credit
Agreement shall include the same information and documentation as is required for an SRA
Credit Agreement and an SRA Credit Agreement Memorandum.
E. SRA Application Review Process.
1. Pre-Application Conference with County Staff: Prior to the submission of a formal application for SRA
designation, the applicant shall attend a pre-application conference with the County Manager or his
designee and other county staff, agencies, and officials involved in the review and processing of such
applications and related materials. If an SRA designation application will be filed concurrent with an
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SSA application, only one pre-application conference shall be required. This pre-application conference
should address, but not be limited to, such matters as:
a. Conformity of the proposed SRA with the goals, objectives, and pOlicies of the GMP;
b. Consideration of suitability criteria described in Section 4.08.07 A.1. and other standards of this
Section;
c. SRA master plan compliance with all applicable policies of the RLSA District Regulations, and
demonstration that incompatible land uses are directed away from FSAs, HSAs, WRAs, and
Conservation Lands;
d. Assurance that applicant has acquired or will acquire sufficient Stewardship Credits to
implement the SRA uses, and;
e. Consideration of impacts, including environmental and pUblic infrastructure impacts.
2. Application Package Submittal and Processing Fees. The required number of SRA Applications and the
associated processing fee shall be submitted to the County Manager or his designee. The contents of
said application package shall be in accordance with Section 4.08.07 D.
3. Application Deemed Sufficient for Review. Within thirty (30) days of receipt of the SRA Application, the
County manager or his designee shall notify the applicant in writing that the application is deemed
sufficient for agency review or advise what additional information is needed to find the application
sufficient. If required, the applicant shall submit additional information. Within twenty (20) days of
receipt of the additional information, the County Manager or his designee shall notify the applicant in
writing that the application is deemed sufficient, or, what additional or revised information is required. If
necessary, the County Manager shall again inform the applicant in writing of information needed, and
the timeframe outlined herein shall occur until the application is found sufficient for review.
4. Review by County Reviewing Agencies: Once the SRA application is deemed sufficient, the County
Manager or his designee will distribute it to specific County review staff.
5. Staff Review. Within sixty (60) days of receipt of a sufficient application, County staff shall review the
submittal documents and provide comments, questions, and clarification items to the applicant. If
deemed necessary by County staff or the applicant, a meeting shall be held to address outstanding
issues and confirm publiC hearing dates.
6. Staff Report. Within ninety (90) days from the receipt of a sufficient application, County staff shall
prepare a written report containing their review findings and a recommendation of approval, approval
with conditions or denial. This timeframe may be extended upon agreement of County staff and the
applicant.
F. SRA Application Approval Process.
1. Public Hearings Required. The BCC shall review the staff report and recommendations and the
recommendations of the EAC and CCPC, and the BCC shall, by resolution, approve, deny, or approve
with conditions the SRA Application only after advertised pUblic notices have been provided and public
hearings held in accordance with the following provisions:
a. Public Hearing Before the EAC, Recommendation to the BCC. The EAC shall hold one (1) public
hearing on a proposed resolution to designate an SRA if such SRA is within the ACSC, or is
adjoining land designated as Conservation, FSA, or HSA.
b. Public Hearing Before the CCPC, Recommendation to BCC. The CCPC shall hold one (1)
advertised public hearing on the proposed resolution to designate an SRA. A notice of the public
hearing before the CCPC on the proposed resolution shall include a general description and a
map or sketch and shall be published in a newspaper of general circulation in the County at least
ten (10) days in advance of the public hearing.
c. Public Hearing Before the BCC, Resolution Approved. The BCC shall hold one (1) advertised
publiC hearing on the proposed resolution to designate an SRA. A public notice, which shall
include a general description and a map or sketch, shall be given to the citizens of Collier County
by publication in a newspaper of general circulation in the County at least ten (10) days prior to
the hearing of the BCC. The advertised publiC notice of the proposed adoption of the resolution
shall, in addition, contain the date, time and place of the hearing, the title of the proposed
resolution and the place within the County where such proposed resolution may be inspected by
the public. The notice shall also advise that interested parties may appear at the hearing and be
heard with respect to the proposed resolution.
2. Update Stewardship Credits Database. Following the effective date of the approval of the SRA, the
County shall update the Stewardship Credits Database used to track both SSA credits generated and
SRA credits consumed.
3. Update the Official Zoning Atlas and the RLSA Overlay Map. Following the effective date of the
approval of the SRA, the County shall update the Official Zoning Atlas to reflect the designation of the
SRA. Sufficient information shall be included on the updated maps so as to direct interested parties to
the appropriate public records associated with the designation, e.g., Resolution number, SRA
Designation Application number, etc. The RLSA Overlay Map shall be updated to reflect the SRA
designation during a regular GMP amendment cycle, no later than twelve months from the effective
date of the SRA Credit Agreement.
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SRA Amendments. Amendments to the SRA shall be considered in the same manner as described in
this Section for the establishment of an SRA, except as follows.
a. Waiver of Required SRA Application Package Component(s). A waiver may be granted by the
County Manager or his designee, if at the time of the pre-application conference, in the
determination of the County Manager or designee, the original SRA Designation Application
component(s) is (are) not materially altered by the amendment or an updated component is not
needed to evaluate the amendment. The County Manager or designee shall determine what
application components and associated documentation are required in order to adequately
evaluate the amendment request.
Approval of Minor Changes by County Manager or Designee. County Manager shall be
authorized to approve minor changes and refinements to an SRA Master Plan or development
Document upon written request of the applicant. Minor changes and refinements shall be
reviewed by appropriate County staff to ensure that said changes and refinements are otherwise
in compliance with all applicable County ordinances and regulations prior to the County Manager
or designee's consideration for approval. The following limitations shall apply to such requests:
(1) The minor change or refinement shall be consistent with the RLSA Overlay, the RLSA
District Regulations, and the SRA development Document's amendment provisions.
(2) The minor change or refinement shall be compatible with contiguous land uses and shall
not create detrimental impacts to abutting land uses, water management facilities, and
conservation areas within or external to the SRA.
(3) Minor changes or refinements, include but are not limited to:
(a) Reconfiguration of lakes, ponds, canals, or other water management facilities
where such changes are consistent with the criteria of the SFWMD and Collier
County;
(b) Internal realignment of rights-of-way, other than a relocation of access points to
the SRA itself. where water management facilities, preservation areas, or required
easements are not adversely affected; and
(c) Reconfiguration of parcels when there is nO encroachment into the conservation
areas or lands with an Index Value of 1.2 or higher,
Relationship to Subdivision or site Development Approval. Approval by the County Manager or
designee of a minor change or refinement may occur independently from, and prior to, any
application for subdivision or Site development plan approval. However, such approval shall
not constitute an authorization for development or implementation of the minor change or
refinement without first obtaining all other necessary County permits and approvals.
Master Plan. To address the specifics of each SRA, a master plan of each 8RA will be prepared and submitted
to Collier County as a part of the petition for designation as an SRA. The master plan will demonstrate that the
SRA complies with all applicable GMP policies and the RLSA District and is designed so that incompatible
land uses are directed away from lands identified as FSAs, HSAs, WRAs, and Conservation Lands on the
RLSA Overlay Map.
1. Master Plan Requirements. A master plan shall accompany an SRA Designation Application to address
the speCifics of each SRA. The master plan shall demonstrate that the SRA is designed so that
incompatible land uses are directed away from lands identified as FSAs, HSAs, WRAs and
Conservation Lands on the RSLA Overlay Map. The plan shall be designed by an urban planner who
possesses an AICP certification, together with at least one of the following:
a. A professional engineer (P.E.) with expertise in the area of civil engineering licensed by the State
of Florida;
b. A qualified environmental consultant per Chapter 10 ofthe LDC; or
c. A practicing architect licensed by the State of Florida.
Master Plan Content. At a minimum. the master plan shall include the following elements:
a. The title of the project and name of the developer;
b. Scale, date, north arrow;
c. Location map that identifies the relationship of the SRA to the entire RLSA District, including
other designated SRAs;
Boundaries of the subject property, all existing roadways within and adjacent to the site,
watercourses. easements, section lines, and other important physical features within and
adjoining the proposed development;
Identification of all proposed tracts or increments within the SRA such as, but not limited to:
residential, commercial, industrial, institutional, conservation! preservation, lakes and/or other
water management facilities, the location and function of all areas proposed for dedication or to
be reserved for community and!or public use, and areas proposed for recreational uses including
golf courses and related facilities;
Identification, location and quantification of all wetland preservation, buffer areas, and open
space areas;
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The location and size (as appropriate) of all proposed drainage, water, sewer, and other utility
provisions;
h. The location of all proposed major internal rights of way and pedestrian access ways;
i. Typical cross sections for all arterial, collector, and local streets, pUblic or private, within the
proposed SRA;
j. Identification of any WRAs that are contiguous to or incorporated within the boundaries of the
SRA; and
k. Documentation or attestation of professional credentials of individuals preparing the master plan.
Development Document. Data supporting the SRA Master Plan, and describing the SRA application, shall be
in the form of a development Document that shall consist of the information listed below, unless determined at
the required pre-application conference to be unnecessary to describe the development strategy.
1. The document shall be prepared by an urban planner who possesses an AICP certification, together
with at least one of the following:
a. A professional engineer (P.E.) with expertise in the area of civil engineering licensed by the State
of Florida;
b. A qualified environmental consultant per Chapter 10 of the LOC or
c. A practicing landscape architect licensed by the State of Florida.
2. The document shall identify, locate and quantify the full range of uses, including accessory uses that
provide the mix of services to, and are supportive of, the residential population of an SRA or the RSLA
District, and shall include, as applicable, the following:
a. Title page to include name of project;
b. Indexltable of contents;
c. List of exhibits;
d. Statement of compliance with the RSLA Overlay and the RLSA District Regulations;
e. General location map showing the location of the site within the boundaries of the RLSA Overlay
Map and in relation to other designated SRAs and such external facilities as highways;
f. Property ownership and general description of site (including statement of unified ownership);
g. Description of project development;
h. Legal description of the SRA boundary, and for any WRAs encompassed by the SRA;
i. The overall acreage of the SRA that requires the consumption of Stewardship Credits and
proposed gross density for the SRA;
j. identification of all proposed land uses within each tract or increment describing: acreage;
proposed number of dwelling units; proposed density and percentage of the total
development represented by each type of use; or in the case of commercial, industrial,
institutional or office, the acreage and maximum gross leasable floor area within the individual
tracts or increments:
k. Design standards for each type of land use proposed within the SRA. Design standards shall be
consistent with the Design Criteria contained in Section 4.08.07 J.;
I. All proposed variations or deviations from the requirements of the LDC, including justification and
alternatives proposed;
m. The proposed schedule of development, and the sequence of phasing or incremental
development within the SRA, if applicable;
n. A Natural Resource Index Assessment as required in Section 4.08.04 C.3.;
o. The location and nature of all existing or proposed public facilities (or sites), such as schools,
parks, fire stations and the like:
p. A plan for the provision of all needed utilities to and within the SRA; including (as appropriate)
water supply, sanitary sewer collection and treatment system, stormwater collection and
management system. pursuant to related county regulations and ordinances;
q. Typical cross sections for all arterial, collector, and local streets, public or private, within the
proposed SRA:
r. Agreements, provisions, or covenants, which govern the use, maintenance, and continued
protection of the SRA and any of its common areas or facilities;
s. Development commitments for all infrastructure:
t. When determined necessary to adequately assess the compatability of proposed uses within
the SRA to existing land uses, their relationship to agriculture uses, open space, recreation
facilities, or to assess requests for deviations from the Design Criteria standards, the County
Manager or his designee may request schematic architectural drawings (floor plans, elevations,
perspectives) for all proposed structures and improvements, as appropriate;
u. Development Document amendment provisions; and,
v. Documentation or attestation of professional credentials of individuals preparing the
development document.
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Housing Styles multi-family housing types, multi-family housing types, multi-family
s les, lot sizes tyles, lot sizes
aximum floo Retail & Office - .5 Retail & Office - .5 Retail & Office - .5
area ratio or ivie/Governmentalllnstitution ivie/Governmental/lnstitution iviclGovernmentalllnstitutiol
Intensity - .6 - .6 - .6
anufacturing/Light Industrial Group Housing - .45 roup Housing - .45
_ .45 ransient Lodging - 26 upa net ransient Lodging - 26 upa ne
Group Housing - .45
ransient Lod in - 26 u a net
own Center with Community
and Neighborhood Goods and
Services in Town and village
centers: Minimum 6S SF gross
building area per DU;
Corporate Office,
anufacturing and Light
Industrial
entralized or decentralized
ommunity treatment system
Interim Well and Septic
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Page 107 of 129
DRI Master Plan. If applicable, the DRI master plan shall be included as part of the SRA Designation
Application. The DRI master plan shall identify the location of the SRA being designated. and any previously
designated SRAs within the DR!.
Design Criteria. Criteria are hereby established to guide the design and development of SRAs to include
innovative planning and development strategies as set forth in ~~ 163.3177 (11), F.S. and Chapter 9J-5.006(5)
(I), FAC.. The size and base density of each form of SRA shall be consistent with the standards set forth
below. The maximum base residential density as specified herein for each form of SRA may only be
exceeded through the density blending process asset forth in density and intensity blending provision of the
Immokalee Area Master Plan or through the affordable housing density Bonus as referenced in the density
Rating System of the FLUE. The base residential density is calculated by dividing the total number of
residential units in an SRA by the acreage therein that is entitled through Stewardship Credits. The base
residential density does not restrict net residential density of parcels within an SRA. The location, size and
density of each SRA will be determined on an individual basis, subject to the regulations below, during the
SRA designation review and approval process.
1. SRA Characteristics. Characteristics for SRAs designated within the RLSA District have been
established in the Goals Objectives and Policies of the RLSA Overlay. All SRAs designated pursuant to
this Section shall be consistent with the characteristics identified on the Collier County RLSA Overlay
SRA Characteristics Chart and the design criteria set forth in 2. through 6. below.
a. SRA Characteristics Chart
Collier County RLSA Overlay SRA Characteristics Chart
own*
ilIage
Hamlet
100-1,000 acres
0-100 acres**
1,000-4,000 acres
1-4 DUs per gross acre*..
1-4 DUs per gross acre".
Yl-2 DUs per gross acre...
onvenience Goods and
ervices: Minimum 10 SF gros~
building area per DU
iIIage center with
Neighborhood Goods and
ervices in village centers:
inimum 2S SF gross building
area per DU
Centralized or decentralized
community treatment system
Interim Well and Septic
Parks &: Public Green Spaces
ith Neighborhoods
ctive Recreation/Golf
Courses
Lakes
Open Space Minimum 35% of
SRA
Community Parks (200 SF/DU)
Parks & Public Green Spaces
th Neighborhoods
ctive Recreation/Golf
ourses
Lakes
pen Space Minimum 35% of
SRA
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Page 108 of 129
ivic,
overnment
nd
Institutional
ervices
ransportation
ide Range of Services -
minimum 15 SF/DU
Full Range of Schools
oderate Range of Services - Limited Services
minimum 10 SF/DU; Pre-K through Elementary
Full Range of Schools chools
uto - interconnected system
f collector and local roads;
equired connection to
ollector or arterial
Interconnected sidewalk and
athway system
ounty Transit access
uto - interconnected system
f collector and local roads;
required connection to
collector or arterial
Interconnected sidewalk and
pathway system
Equestrian Trails
ount Transit access
uto - interconnected system
flocalroads
Pedestrian Pathways
Equestrian Trails
* Towns are prohibited within the ACSC, per section 4.08.07 A.2. of this Code.
-* Villages, Hamlets, and Compact Rural developments within the ACSC are subject to location and size limitations.
section 4.08.07 A.2. of this Code, and are subject to Chapter 28-25, FAC.
.** Density can be increased beyond the base density through the affordable housing density Bonus or through
the density blending provision. per policy 4.7.
**** Those CRDs that include single or multi-family residential uses shall include proportionate support services.
Underlined uses are not required uses.
b. Streets within SRAs shall be designed in accord with the cross-sections set forth in Figures 1-18
below, as more specifically provided in J.2 through J.5. Alternatively. Collier County
Transportation Services may approve additional cross-sections as needed to meet the design
objectives.
1 Fi ure 1: Town Core/Center.
li4i' (MIN.) R.ll.\It.
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eFFICEI
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NoT..
2. Town Design Criteria.
a. General design criteria.
i. Shall be compact, pedestrian-friendly and mixed-use;
ii. Shall create an interconnected street system designed to disperse and reduce the length
of automobile trips;
iii. Shall offer a range of housing types and price levels to accommodate diverse ages and
incomes; Accessory dwelling unit shall not count towards the total approved number of
units, provided that the total number of units does not exceed the maximum density
allowed by the GMP.
iv. Shall include school sites that are sized and located to enable children to walk or bicycle
to them;
v. Shall provide a range of open spaces including neighborhood and community parks,
squares and playgrounds distributed throughout the community;
vi. Shall include both community and neighborhood scaled retail and office uses;
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b.
vii. Shall have urban level services and infrastructure which supports development that is
compact, including water management facilities and related structures, lakes, community
and neighborhood parks, trails, temporary construction, sales and administrative offices
for authorized contractors and consultants, landscape and hardscape features, fill storage,
and site filling and grading, which are allowed uses throughout the community.
viii. Shall be designed in a progressive rural to urban continuum with the greatest density,
intensity and diversity occurring within the Town Core, to the least density, intensity and
diversity occurring within the Neighborhood Edge:
ix. Shall provide sufficient transition to the adjoining use, such as active agriculture, pasture,
rural roadway, etc., and compatability through the use of buffering, open space, land
use, or other means;
x. Shall include a minimum of three Context Zones: Town Core, Town Center and
Neighborhood General, each of which shall blend into the other without the requirements
of buffers;
xi. May include the Context Zone of Neighborhood Edge; and
xii. Shall allow signs typically permitted in support of residential uses including for sale, for
rent, model home, and temporary construction signs. Specific design and development
standards shall be set forth in the SRA document for such signs permitted in residential
areas or in conjunction with residential uses.
xiii. To the extent that section 5.05.08 is applicable within the Urban designated area, SRA
Architectural Design Standards shall comply with the provisions of section 5.05.08, unless
additional or different design standards that deviate from section 5.05.08, in whole or part,
are submitted to the County no later than when the first SRA Site development plan is
submitted for approval.
xiv. To the extent that section 4.06.00 is applicable within the Urban designated area, SRA
Landscape Design and Installation Standards shall comply with the provisions of section
4.06.00, unless additional or different design and installation standards that deviate from
section 4.06.00, in whole or in part, are submitted to the County no later than when the
first SRA Site development plan is submitted for approval.
Transportation Network.
i. The transportation network shall provide for a high level of mobility for all residents
through a design that respects the pedestrian and accommodates the automobile.
ii. The transportation network shall be designed in an interconnected system of streets,
sidewalks, and pathways,
Open space and Parks.
i. Towns shall have a minimum of 35% open space.
ii. Towns shall have community parks that include sports fields and facilities with a minimum
level of services of 200 square feet per dwelling unit in the Town.
iii. Towns shall have passive or active parks, playgrounds, public plazas or courtyards as
appropriate within each Context Zone.
Context Zones. Context Zones are intended to guide the location of uses and their intensity and
diversity within a Town, and provide for the establishment of the urban to rural continuum.
i, Town Core. The Town Core shall be the civic center of a Town. It is the most dense and
diverse zone, with a full range of uses within walking distance. The Core shall be a
primary pedestrian zone with buildings positioned near the right-of-way, wide sidewalks
shall be shaded through streetscape planting, awnings and other architectural elements.
Parking shall be provided on street and off street in the rear of buildings within lots or
parking structures. Sign age shall be pedestrian scale and designed to compliment the
building architecture. The following design criteria shall apply within the Town Core, with
the exception of civic or institutional buildings, which shall not be subject to the building
height, building placement, building use, parking, and signage criteria below, but, instead,
shall be subject to specifiC design standards set forth in the SRA development Document
and approved by the BCC that address the perspective ofthese buildings' creating focal
points. terminating vistas and significant community landmarks.
a) Uses - commercial, retail, office, civic, institutional, light industrial and
manufacturing, essential services, residential, parks and accessory uses. Such
uses may occur in shared use buildings or single use buildings.
b) The total building area within each block shall not exceed a floor area ratio of 3.
c) Retail and offices uses per block shall not exceed a floor area ratio of 0.5.
d) Civic uses per block shall not exceed a floor area ratio of 0.6.
e) Light industrial and manufacturing uses per block shall not exceed a floor area
ratio of 0.45.
t} The density of transient lodging uses shall not exceed 26 dwelling units per Town
Core gross acre.
c.
d.
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ii.
g) The maximum building height shall be 6 stories, excluding roofs and architectural
features.
h) There shall be no minimum lot size.
i) The maximum block perimeter shall be 2500 Ft.
j) Minimum setbacks from all property boundaries shall be 0 feet and the maximum
setback from the front boundary shall be 10 feet. The maximum setback from the
front boundary may be increased in order to create public spaces such as plazas
and courtyards.
k) Overhead encroachments such as awnings, balconies, arcades and the like, shall
maintain a clear distance of 9 feet above the sidewalk and 15 feet above the
street.
I) Seating for outdoor dining shall be permitted to encroach into the public sidewalks
and shall leave a minimum 6-foot clear pedestrian way between the outdoor dining
and the streetscape planting area.
m) Buildings within the Town Core shall be made compatible through similar massing,
volume, frontage, scale and architectural features.
n) The majority of parking spaces shall be provided off-street in the rear of buildings,
or along the side (secondary streets), organized into a series of small bays
delineated by landscape islands of varied sized. A maximum spacing between
landscape islands shall be ten (10) spaces. Landscape islands and tree diamonds
shall have a minimum of one tree. Parking is prohibited in front of buildings,
except within the right-af-way. Parking structures fronting on a primary street
shall either include ground floor retail or have a minimum ten (10) foot wide
landscaped area at grade, including one tree per five (5) square feet of landscaped
area. Parking structures fronting on a secondary street shall have a minimum ten
(10) foot wide, densely landscaped area at grade, including one tree per 250
square feet of landscaped area or 25 linear feet on center. The amount of required
parking shall be demonstrated through a shared parking analysis submitted with an
SRA designation application. Parking shall be determined utilizing the modal splits
and parking demands for various uses recognized by ITE, ULI or other sources or
studies. The analysis shall demonstrate the number of parking spaces available to
more than one use or function, recognizing the required parking will vary depending
on the multiple functions or uses in close proximity which are unlikely to require the
spaces at the same time. The shared parking analysis methodology viill be
determined and agreed upon by the County Transportation staff and the applicant
during the pre-application meeting. The shared parking analysis shall use the
maximum square footage of uses proposed by the SRA development document.
0) Streets shall adhere to J.1.b. and Figures 1, 2, 3, or 4. At a minimum all proposed
streets shall include sidewalks on both sides of the street, parallel to the right-of-
way, and a five (5) foot streetscape area between the back of curb and the
sidewalk. In these areas, sidewalk protection such as root barriers, a continuous
tree pit, and/or structural soils shall be provided. streets shall maintain a minimum
average building height to street width ratio of 1: 1, excluding landmark buildings.
p) Landscaping minimums within the Town Core shall be met by providing
landscaping within parking lots as described, and by providing a streetscape area
between the sidewalk and curb at a minimum of five (5) feet in width, with trees
planted forty (40) feet on-center. The five-foot minimum wide of planting area may
be reduced to three (3) feet if sidewalk protection such as root barriers, continuous
tree pits, and/or structural soils are provided. The street tree pattern may be
interrupted by architectural elements such as arcades and columns.
q) General signage standards. Signage requirements shall be as provided for in
section 5.06.00, the "Collier County Sign Code."
Town Center. The Town Center shall provide a wide range of uses including daily goods
and services, culture and entertainment, within walking distance. Like the Town Core, the
Town Center is the primary pedestrian zone, designed at human scale to support the
walking environment. It is the Main street area of the Town. buildings shall be positioned
near the right-of-way line, wide sidewalks shall be shaded by street trees and
a~chitectural elements. The following design criteria shall apply within the Town Center,
With the exception of civic or institutional buildings, which shall not be subject to the
height, building placement, building use, parking, and signage criteria below, but,
instead, shall be subject to specific design standards that address these buildings'
creating focal points, terminating vistas, and significant community landmarks and that are
set forth in the SRA development Document and approved by the Bec.
a)
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iii.
Commercial, retail, office, civic, institutional, light industrial and manufacturing,
essential services, parks, residential and schools and accessory uses shall be
permitted. These uses may occur in shared use buildings or single use buildings.
b) The floor area ratio for the total building area within each block shall not exceed
2.
c) The floor area ratio for retail and office uses per block shall not exceed 0.5.
d) The floor area ratio for civic uses per block shall not exceed 0.6.
e) The floor area ratio for light industrial and manufacturing uses per block shall not
exceed 0.45.
f) The maximum density for transient lodging shall be 26 dwelling units per Town
Center gross acre.
g) The maximum building height shall be 5 stories, excluding roofs and architectural
features.
h) The minimum lot area shall be 1,000 square feet.
i) The maximum block perimeter shall be 2500 Ft.
j) The minimum setbacks shall be 0 from all property boundaries and the maximum
setback shall be , 0 feet from the front right of way line.
k) Overhead encroachments such as awnings, balconies, arcades and the like, must
maintain a clear distance of 9 feet above the sidewalk and' 5 feet above the
street.
I) Seating for outdoor dining shall be permitted to encroach the public sidewalks and
shall leave a minimum 6-foot clear pedestrian way between the outdoor dining and
the streetscape planting area.
m) Buildings within the Town Center shall be made compatible through similar
massing, volume, frontage, scale and architectural features.
n) Streets shall adhere to J.1.b. and Figures' , 2, 3, or 4. At a minimum all proposed
streets must include sidewalks on both sides of the street, parallel to the right-of-
way, and a 5 Ft. streetscape area between the back of curb and the sidewalk.
streets shall maintain a minimum average building height to street width ratio of
1:1, excluding landmark buildings.
0) Parking space requirements and design are the same as in the Town Core.
p) Landscape minimums are the same as in the Town Core.
q) Signage requirements are the same as in the Town Core.
Neighborhood General. Neighborhood General is predominately residential with a mix of
single and multi-family housing. Neighborhood scale goods and services, schools, parks
and open space diversify the neighborhoods. The interconnected street pattern is
maintained through the Neighborhood General to disperse traffic. Sidewalks and
streetscape support the pedestrian environment. The following design criteria shall apply
within Neighborhood General:
a) Residential, neighborhood scale goods and services, civic, institutional, parks,
schools and accessory uses shall be permitted.
b) The maximum allowable building height shall be 3.5 stories.
c) The maximum block perimeter shall be 3500 feet, except that a larger block
perimeter shall be allowed where an alley or pathway provides through access, or
the block includes water bodies or publiC facilities.
d) The SRA development Document shall set forth the development standards for
all allowable types of single-family development, which shall, at a minimum,
adhere to the following:
i) The minimum lot area shall be 1,000 square feet.
Ii) Parking space requirements and design are the same as in the Town Core,
inclusive of garage spaces, with an additional parking space required if an
accessory dwelling unit is built.
jii) Landscaping shall include a minimum of sixty (60) square feet of shrub
planting per lot, on lots that are 3,000 square feet or less in area; eighty
(80) square feet on lots that are greater than 3,000 square feet but less than
5,000 square feet in area; and '00 square feet for lots 5,000 square feet or
larger in area. Plantings shall be in identified planting areas, raised planters,
or planter boxes in the front of the dwelling, with, at a minimum, turf grass for
the remainder of the property.
e) Multi-family residential uses shall adhere to the following:
i) Lots shall be a maximum of 4 acres.
ii)
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Front and side yard setbacks shall be a minimum of 10 feet and rear yard
setbacks shall be a minimum of 20 feet for the primary structure and 5 feet
for any accessory structures.
Hi) Porches, stoops, chimneys, bays canopies, balconies and overhangs may
encroach into the front yard a maximum of 3 ft. 6 in and a maximum of 3 Ft.
into side yards, but no element may encroach into a side yard such that the
distance to the property line from the encroaching element is less than 3 Ft.
2 In., except that overhangs may encroach no more than 2 Ft. into any yard.
iv) Parking space requirements and design are the same as in the Town Core.
v) A minimum of 100 Sq. Ft. of shrub planting shall be required for each 2,000
Sq. Ft. of building footprint, and one tree shall be required for each 4,000
Sq. Ft. of lot area, inclusive of street trees, with such plantings in planting
areas, raised planters, or planter boxes in the front of the building and a
minimum of turf grass for the remainder of the property.
f) Non-residential uses shall adhere to the following:
i) All such uses shall be located at intersection corners or street bends and
shall not be permitted at mid-block locations;
ii) If the non-residential use is a restaurant, grocery store, or convenience
store, it shall be located on an alley loaded site;
Hi) The minimum distance between non-residential uses shall be 1,000 feet, as
measured along the street frontage at the right-of-way line.
Iv) The maximum square footage per use shall be 3,000 square feet and per
location shall be 15,000 square feet;
v) The use shall have a minimum lot area of not less than the size of the
smallest adjacent lot.
vi) The minimum setbacks shall be as follows: 0 feet from the front property
boundary, a distance from the side property boundary that is equal to the
setback of the adjacent property, and a minimum of 20 feet from the rear
property boundary for the principal structure and 5 feet from the rear
property boundary for any accessory structures.
vii)' Parking space requirements and design are the same as in the Town Core,
with on-street parking provided only along the lot street frontage. No off-
street parking shall be permitted between the front facade and the front
property line. No off-street parking shall be permitted between the side
facade and the street side property line for corner lots. All off-street parking
shall be screened from the street and adjacent property by wall, fence
and/or landscaping.
viii) Landscaping shall include a minimum of 100 Sq. Ft. of shrub planting per
2,000 Sq. Ft. of building footprint, and one tree per 4,000 Sq. Ft. of lot area,
inclusive of street trees. Plantings shall be in planting areas, raised planters,
or planter boxes in the front of the building. Minimum of turf grass for the
remainder of the property.
g) General signage requirements shall be as provided for in section 5.06.00.
h) Signage within Neighborhood Goods and Service Zones shall be as provided for in
section 5.06.00.
i) Streets shall adhere to J.1.b and Figures 5, 6, 7, 8, or 10. At a minimum all
proposed streets must include sidewalks on both sides of the street, parallel to
the right-of-way, and a 5 Ft. streetscape area between the back of curb and the
sidewalk.
iv. Neighborhood Edge (optional). Neighborhood Edge is predominately a single-family
residential neighborhood. This zone has the least intensity and diversity within the Town.
The mix of uses is limited. Residential lots are larger and more open space is evident.
The Neighborhood Edge may be used to provide a transition to adjoining rural land uses.
The following standards shall apply with the Neighborhood Edge:
a) The permitted uses within the Neighborhood Edge are residential, parks, open
space, golf courses, schools, essential services, and accessory uses.
b) Building heights shall not exceed 2 stories.
c) Lots shall have a minimum area of 5000 square feed with lot dimensions and
setbacks to be further defined with the SRA development Document.
d) The perimeter of each block may not exceed 5000 feet, unless an alley or
pathway provides through access, or the block includes water bodies or public
facilities.
e)
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Parking space requirements and design are the same as in the Town Core,
inclusive of garage spaces, with provision for an additional parking space if an
accessory dwelling unit is built.
f) Landscaping shall include a minimum of 100 Sq. Ft. of shrub planting per lot, with
plantings in planting areas, raised planters, or planter boxed in the front of the
dwelling and a minimum of turf grass for the remainder of the property.
g) Streets shall adhere to J.1.b. and to Figures 9, 11, 12, 13, 14, 15, 16, 17, or 18. At
a minimum all proposed streets must include a 10-foot pathway on one side of the
street with an 8-foot streetscape area between the edge of curb and the pathway.
v. Special District (optional). The Special District is intended to provide for uses and
development standards not otherwise provided for within the Context Zones. Special
Districts would be primarily single use districts, such as universities, business parks,
medical parks and resorts that require unique development standards to ensure
compatability with surrounding neighborhoods. The location of Special Districts shall be
illustrated on the SRA Master Plan, and uses and development standards shall be
defined in detail within the SRA development application for review by Collier County
staff. Special Districts could be for uses such as Universities, business or industrial parks,
retirement communities, resorts, etc.
Village Design Criteria.
a. General criteria.
i. Villages are comprised of residential neighborhoods and shall include a mixed-use village
center to serve as the focal point for the community's support services and facilities.
ii. Villages shall be designed in a compact, pedestrian-friendly form.
iii. Create an interconnected street system designed to disperse and reduce the length of
automobile trips.
iv. Offer a range of housing types and price levels to accommodate diverse ages and
incomes. Accessory dwelling units shall not count towards the maximum allowed
density .
v. Be developed in a progressive rural to urban continuum with the greatest density,
intensity and diversity occurring within the village center, to the least density, intensity
and diversity occurring within the Neighborhood Edge.
vi. The SRA document shall demonstrate the urban to rural transition occurring at the
Villages limits boundary provides sufficient transition to the adjoining use, such as active
agriculture, pasture, rural roadway, etc., and compatability through the use of buffering,
open space, land use, or other means.
vii. Shall allow signs typically permitted in support of residential uses including for sale, for
rent, model home and temporary constructions signs. Specific design and development
standards shall be set forth in the SRA document for such signs permitted in residential
areas or in conjunction with residential uses.
viii. To the extent that section 5.05.08 is applicable within the Urban designated area, SRA
Architectural Design Standards shall comply with the proviSions of section 5.05.08, unless
additional or different design standards that deviate from section 5.05.08, in whole or part,
are submitted to the County no later than when the first SRA Site development plan is
submitted for approval.
ix. To the extent that section 4.06.00 is applicable within the Urban designated area, SRA
Landscape Design and Installation Standards shall comply with the provisions of section
4.06.00, unless additional or different design and installation standards that deviate from
section 4.06.00, in whole or in part, are submitted to the County no later than when the
first SRA Site development plan is submitted for approval.
b. Transportation Network. The transportation network for a Village shall adhere to the same
standards provided for within a Town.
c. Parks. A Village shall provide a range of active and passive parks, squares and playgrounds as
appropriate to be located within each Context Zone and Special District.
d. Context Zones.
i. General.
a) Villages shall be designed to include a minimum of two Context Zones: Village
Center and Neighborhood General.
b) Each Zone shall blend into the other without the requirements of buffers.
c) Villages may include the Context Zone of Neighborhood Edge.
d) Villages may include Special Districts to accommodate uses that require use
specific design standards not otherwise provided for within the Context Zones.
e) The SRA Master Plan shall designate the location of each Context Zone and each
Special District. The village center shall be designated in one location.
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ii.
Neighborhood General, Neighborhood Edge and Special District may be
designated in multiple locations.
f) Context Zones are intended to guide the location of uses and their intensity and
diversity within a Village, and provide for the establishment of the urban to rural
continuum.
Village center.
a) The allowable uses within a village center are commercial, retail, office, civic,
institutional, essential services, parks, residential and schools and accessory
uses.
b) Uses may occur in shared use buildings or single use buildings.
c) The floor area ratio of any use shall not exceed 2 for the total building area within
. each block, shall not exceed 0.5 for retail and office uses per block shall not
exceed 0.6 for civic uses per block.
d) Transient Lodging - 26 dwelling units per village center gross acre
e) Maximum building height - 5 Stories, excluding roofs and architectural features.
f) Minimum lot area: 1.000 SF
g) Block Perimeter: 2.500 Ft. max
h) Front setbacks - 0 to 10 feet from the right-of-way line
i) Side setbacks - 0 feet
j) Rear setbacks - 0 feet
k) Overhead encroachments such as awnings, balconies, arcades and the like, must
maintain a clear distance of 9 feet above the sidewalk and 15 feet above the
street.
I) Seating for outdoor dining shall be permitted to encroach the public sidewalks and
shall leave a minimum 6-foot clear pedestrian way between the outdoor dining and
the streetscape planting area.
m) The design of civic or institutional buildings shall not be subject to the specific
standards of this subsection which regulate building height, building placement.
building use, parking, and signage but, instead, shall be subject so specific design
standards that address the perspective of these buildings' creating focal points.
terminating vistas, and significant community landmarks and that are set forth in the
SRA development Document and approved by the BCC.
n) Buildings within the village center shall be made compatible through similar
massing, volume. frontage, scale and architectural features.
0) Streets shall adhere to J.1.b. and Figures 1,2, 3, or 4. At a minimum all proposed
streets shall include sidewalks on both sides of the street, parallel to the right-of-
way, and a 5 Ft. streetscape area between the back of curb and the sidewalk.
streets shall maintain a minimum average building height to street width ratio of
1 :1, excluding landmark buildings.
p) General parking criteria
i) On-street parking spaces within the limits of the front property line, as
projected into the right-of-way, shall count towards the required number of
parking spaces.
ii) The majority of parking spaces shall be provided off-street in the rear of
buildings, or along the side (secondary streets). Parking is prohibited in
front of buildings.
iii) Parking areas shall be organized into a series of small bays delineated by
landscape islands of varied sized. A maximum spacing between landscape
islands shall be 10 spaces. Landscape islands shall have a minimum of one
canopy tree.
iv) Parking lots shall be accessed from alleys, service lanes or secondary
streets.
q) The majority of parking spaces shall be provided off-street in the rear of buildings,
or along the side (secondary streets), organized into a series of small bays
delineated by landscape islands of varied sized. A maximum spacing between
landscape islands shall be 10 spaces. Landscape islands and tree diamonds shall
have a minimum of one tree. Parking is prohibited in front of buildings, except
within the right-of-way. Parking lots shall be accessed from alleys, service lanes
or secondary streets. Parking structures fronting on a primary street shall include
ground floor retail. Parking structures fronting on a secondary street shall have a
minimum 10 Ft. wide. densely landscaped area at grade, including one tree per
250 square feet of landscaped area or twenty-five (25) lineal feet on-center. The
amount of required parking shall be demonstrated through a shared parking
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4.
analysis submitted with an SRA designation application. Parking shall be
determined utilizing the modal splits and parking demands for various uses
recognized by ITE, ULI or other sources or studies. The analysis shall demonstrate
the number of parking spaces available to more than one use or function,
recognizing the required parking will vary depending on the multiple functions or
uses in close proximity which are unlikely to require the spaces at the same time.
r) Landscaping minimums within the village center shall be met by providing
landscaping within parking lots as described, and by providing a streetscape area
between the sidewalk and curb at a minimum of 5 Ft. in width. In these areas,
sidewalk protection such as root barriers, continuous three pits, and/or structural
soils shall be provided. Trees shall be planted forty (40) feet on-center. The street
tree pattern may be interrupted by architectural elements such as arcades and
columns.
s) Signage standards within the village center shall comply with those provided in the
Town Center.
iii. Neighborhood General. Design standards for the Neighborhood General within a Village
shall be the same as defined within a Town.
iv. Neighborhood Edge (optional). Design standards for the Neighborhood Edge within a
Village shall be the same as defined within a Town.
v. Special District (optional). The Special District is intended to provide for uses and
development standards not otherwise provided for within the Context Zones. Uses and
development standards shall be defined in detail within the SRA development
application for review by Collier County staff.
Hamlet Design Criteria.
a. General.
i. Hamlets are small rural residential areas with primarily single-family housing and limited
range of convenience-oriented services.
ii. Hamlets may include the Context Zones of Neighborhood General and Neighborhood
Edge.
iii. Non-residential uses shall be provided in one location, such as a crossroads, and
designed to incorporate the community green.
b. Open spaces and parks. At a minimum, Hamlets shall provide a public green equal to a
minimum of 1 % of the total Hamlet gross acreage.
c, Context Zones. Context Zones are intended to guide the location of uses and their intensity and
diversity within a Hamlet, and provide for the establishment of the urban to rural continuum.
i. Neighborhood General. Neighborhood General is predominately residential with a mix of
single and multi-family housing. Neighborhood scale goods and services, schools, parks
and open space diversify the neighborhoods. The street grid is maintained through the
Neighborhood General to disperse traffic. sidewalks and streetscape support the
pedestrian environment. The design criteria applicable within Neighborhood General are
as follows:
a) Uses -residential, neighborhood scale goods and services, civic, institutional, parks
and schools.
b) Building height - 3.5 Stories
c) Block Perimeter: 3500 Ft. max. The maximum may be greater if an alley or
pathway provides through access, or the block includes water bodies or publiC
facilities.
d) For single-family residential uses:
i) Minimum lot area: 1,000 SF
ii) Setbacks and encroachments to be defined in the SRA deveiopment
Document
iii) Parking space requirements and design are the same as in the Town Core,
with provision for an additional parking space if an accessory dwelling unit
is built.
iv) Landscaping - Minimum of 60 Sq. Ft. of shrub planting per lot. Plantings
shall be in planting areas, raised planters, or planter boxed in the front of the
dwelling. Minimum of turf grass for the remainder of the property.
e) For multi-family residential uses:
i) Maximum lot area: 4 acres.
ii) Front yard setbacks - 10Ft.
jij) Minimum side yard setbacks - 10Ft.
iv) Minimum rear yard setbacks - 20 Ft. for primary structure, 5 Ft. for
accessory structures
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5.
v) Encroachments: Porches, stoops, chimneys, bays canopies, balconies and
overhangs may encroach into the front yard 3 Ft. 6 In. These same
elements may encroach 3 Ft. into side yards but no element may encroach
into a side yard such that the distance to the property line from the
encroaching element is less than 3 Ft. 2 In. except that overhangs may
encroach 2 Ft. into any yard.
vi) Parking space requirements and design are the same as in the Town Core.
vii) Landscaping- Minimum of 100 Sq. Ft. of shrub planting per 2,000 Sq. Ft. of
building footprint, and on tree per 4,000 Sq. Ft. of lot area, inclusive of
street trees. Plantings shall be in planting areas, raised planters, or planter
boxes in the front of the building. Minimum of turf grass for the remainder of
the property.
f) Non-residential uses:
i) Location: at intersection comer. Mid-block locations are not allowed.
ii) Maximum square footage per use is 5,000.
iii) Maximum square footage per location is 20,000.
iv) Min. lot area: No less than the min. lot area of the smallest adjacent lot.
v) Front setbacks - Equal to the smallest utilized setback of the adjacent lot
vi) Side setbacks - Equal to the smallest utilized setback of the adjacent lot
vii) Rear setbacks - minimum 20 feet for the prinCipal structure and 5 feet for
any accessory use
viii) Parking. Parking space requirements and design are the same as in the
Town Core. On-street parking must be provided along the lot street
frontage. No off-street parking shall be permitted between the front facade
and the front property line. All off-street parking shall be screened from the
street and adjacent property by wall, fence and/or landscaping.
Ix) Landscaping. Minimum of 100 Sq. Ft. of shrub planting per 2,000 Sq. Ft. of
building footprint. and on tree per 4,000 Sq. Ft. of lot area, inclusive of
street trees. Plantings shall be in planting areas, raised planters, or planter
boxes in the front of the building. Minimum of turf grass for the remainder of
the property.
x) Signage within Neighborhood General shall comply with the standards
provided in the Town Neighborhood General.
xi) Streets shall adhere to J.1.b. and Figures 5, 6, 7,8, or 10. At a minimum all
proposed streets must include sidewalks on both sides of the street,
parallel to the right-of-way, and a 5 foot streetscape area between the back
of curb and the sidewalk.
Ii. Neighborhood Edge. Neighborhood Edge is predominately a single-family residential
neighborhood. This zone has the least intensity and diversity. The mix of uses is limited.
Residential lots are larger and more open space is evident. The Neighborhood Edge may
be used to provide a transition to adjoining rural land uses.
a) Uses - residential, parks, golf courses, schools, essential services
b) Building height - 2 Stories
c) Minimum lot area 5000 square feet
d) Setbacks to be further defined within the SRA development Document
e) Block Perimeter: 5000 feet max. The maximum may be greater if an alley or
pathway provides through access, or the block includes water bodies or public
facilities.
f) Parking. Parking space requirements and design are the same as in the Town
Core. Provision shall be made for an additional parking space if an accessory
dwelling unit is built.
9) Landscaping. Minimum of 100 Sq. Ft. of shrub planting per lot. Plantings shall be in
planting areas, raised planters, or planter boxed in the front of the dwelling.
Minimum of turf grass for the remainder of the property.
h) Streets shall adhere to J.1.b and Figures 9, 11, 12, 13, 14, 15, 16, 17. or 18. At a
minimum all proposed streets must include a 10-foot pathway on one side of the
street with an 8-foot streetscape area between the edge of curb and the pathway.
Compact Rural development Criteria.
a. General.
i. Compact Rural development (CRD) is a form of SRA that will provide flexibility with
respect to the mix of uses and development standards, but shall otherwise comply with
the design standards of a Hamlet or Village.
iL
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6.
A CRD may include, but is not required to have permanent residential housing and the
services and facilities that support permanent residents.
iii. Except as described above, a CRD will conform to the design standards of a Village or
Hamlet as set forth herein based on the size of the CRD. As residential units are not a
required use, those goods and services that support residents such as retail, office, civic,
govemmental and institutional uses shall also not be required, however for any CRD that
does include permanent residential housing. the proportionate support services shall be
provided.
b. Example. An example of a CRD is an ecotourism village that would have a unique set of uses
and support services different from a traditional residential village. It would contain transient
lodging facilities and services appropriate to ece-tourists. but may not provide for the range of
services that necessary to support permanent residents.
Design Criteria Common to SRAs.
a. Parcels of one (1) acre or more, with a Natural Resource Index rating greater than 1.2, must be
preserved as open space and maintained in a predominantly naturally vegetated state.
b. A minimum of thirty-five (35) percent of the SRA land designated as Town or Village shall be kept
in open space.
c. SRA design shall demonstrate that ground water table draw down or diversion will not adversely
impact the hydroperiods of adjacent FSA, HSA, WRA or Conservation Land and will not
adversely affect the water use rights of either adjacent developments or adjacent agricultural
operations and will comply with the SFWMD Basis of Review. Detention and control elevations
shall be established to protect natural areas and be consistent with surrounding land and project
control elevations and water tables.
d. Where an SRA adjoins an FSA, HSA, WRA or existing publiC or private conservation land
delineated on the RLSA Overlay Map, best management and planning practices shall be applied
to minimize adverse impacts to such lands. Best management practices shall include the
following:
i. The perimeter of each $RA shall be designed to provide a transition from higher density
and intensity uses within the SRA to lower density and intensity uses on adjoining
property. The edges of SRAs shall be well defined and designed to be compatible with the
character of adjoining property. Techniques such as, but not limited to setbacks,
landscape buffers, and recreation/open space placement may be used for this purpose.
ii. Open space within or contiguous to an SRA shall be used to provide a buffer between
the SRA and any adjoining FSA, HSA, or existing public or private conservation land
delineated on the RLSA Overlay Map. open space contiguous to or within 300 feet of the
boundary of an FSA, HSA, or existing public or private conservation land may include:
natural preserves, lakes, golf courses provided no fairways or other turf areas are allowed
within the first 200 feet, passive recreational areas and parks, required yard and set-back
areas, and other natural or man-made open space. Along the west boundary of the FSAs
and HSAs that comprise Camp Keais Strand, I.e., the area south of Immokalee Road, this
open space buffer shall be 500 feet wide and shall preclude golf course fairways and
other turf areas within the first 300 feet.
e. Where a WRA is incorporated into the stormwater system of an SRA, the provisions of Section
4.08.04 A.4.b. apply.
f. Where existing agricultural activity adjoins an SRA, the design of the $RA must take this activity
into account to allow for the continuation of the agricultural activity and to minimize any conflict
between agriculture and SRA uses.
Infrastructure Required. An SRA shall have adequate infrastructure available to serve the proposed
development, or such infrastructure must be provided concurrently with the demand as identified in
Chapter 6 of the LOC. The level of infrastructure required will depend on the type of development,
accepted civil engineering practices, and the requirements of this Section.
a. The capacity of infrastructure serving the SRA must be demonstrated during the SRA
designation process in accordance with the provisions in Chapter 6 of the LDC in effect at the
time of SRA designation.
b. Infrastructure to be analyzed will indude facilities for transportation, potable water, wastewater,
irrigation water, stormwater management. and solid waste.
c. Centralized or decentralized community water and wastewater utilities are required in Towns,
Villages, and those CRDs exceeding 100 acres in size. Centralized or decentralized community
water and wastewater utilities shall be constructed, owned, operated and maintained by a
private utility service, the developer. a Community development District, other special districts
the Immokalee Water Sewer Service District, Collier County Water and Sewer District, or other
governmental entity. This Section shall not prohibit innovative alternative water and wastewater
treatment systems such as decentralized community treatment systems provided that they meet
all applicable regulatory criteria.
7.
d.
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K.
Individual potable water supply wells and septic systems, limited to a maximum of 100 acres of
any Town, Village or CRD are permitted on an interim basis until services from a
centralized/decentralized community system are available.
e. Individual potable water supply wells and septic systems are permitted in Hamlets and may be
permitted in CRDs of 100 acres or less in size.
8. Requests for Deviations from the LDC. The SRA Development Document may provide for
nonprocedural deviations from the LDC, provided that all of the following are satisfied:
a. The deviations are consistent with the RLSA Overlay;
b. The deviations further the RLSA District Regulations and are consistent with those specific
Design Criteria from which Section 4.08.07 J.2.-5. expressly prohibits deviation; and
c. It can be demonstrated that the proposed deviation(s) further enhance the tools, techniques and
strategies based on principles of innovative planning and development strategies, as set forth in
~~ 163.3177 (11), F.S. and Chapter 9J-5.006(5)(L), FAC.
SRA Public Facilities Impact Assessments. Impact assessments are intended to identify methods to be utilized
to meet the 8RAgenerated impacts on public facilities and to evaluate the self-sufficiency of the proposed
SRA with respect to these public facilities. Information provided within these assessments may also indicate
the degree to which the SRA is consistent with the fiscal neutrality requirements of Section 4.08.07 L. Impact
assessments shall be prepared in the following infrastructure areas:
1. Transportation. A transportation impact assessment meeting the requirements of Chapter 10 of the LDC
or its successor regulation or procedure, shall be prepared by the applicant as component of an Impact
Assessment Report that is submitted as part of an SRA Designation Application package.
a. In addition to the standard requirements of the analyses required above, the transportation
impact assessment shall specifically consider, to the extent applicable, the following issues
related to the highway network:
(1) Impacts to the level of service of impacted roadways and intersections, comparing the
proposed SRA to the impacts of conventional Baseline Standard development;
(2) Effect(s) of new roadway facilities planned as part of the SRA Master Plan on the
surrounding transportation system; and
(3) Impacts to agri-transport issues, especially the farm-to-market movement of agricultural
products.
b. The transportation impact assessment, in addition to considering the impacts on the highway
system, shall also consider public transportation (transit) and bicycle and pedestrian issues to the
extent applicable.
c. No SRA shall be approved unless the transportation impact assessment required by this Section
has demonstrated through data and analysis that the capacity of County/State collector or
arterial road(s) serving the SRA to be adequate to serve the intended SRA uses in accordance
with Chapter 6 of the LDC in effect at the time of 8RA designation.
2. Potable Water. A potable water assessment shall be prepared by the applicant as a component of an
Impact Assessment Report that is submitted as part of an SRA Designation Application package. The
assessment shall illustrate how the applicant will conform to either Florida Administrative Code for
private and limited use water systems, or for Public Water Systems. In addition to the standard
requirements of the analyses required above, the potable water assessment shall specifically consider,
to the extent applicable, the disposal of waste products, if any, generated by the proposed treatment
process. The applicant shall identify the sources of water proposed for potable water supply.
3. Irrigation Water. An irrigation water assessment shall be prepared by the applicant as a component of
an Impact Assessment Report that is submitted as part of an SRA Designation Application package.
The assessment shall quantify the anticipated irrigation water usage expected at the buildout of the
SRA. The assessment shall identify the sources of water proposed for irrigation use and shall identify
proposed methods of water conservation.
4. Wastewater. A wastewater assessment shall be prepared by the applicant as a component of an
Impact Assessment Report that is submitted as part of an 8RA Designation Application package. The
assessment shall illustrate how the applicant will conform to either Standards for Onsite Sewage
Treatment and Disposal Systems, contained in Florida Administrative Code for systems having a
capacity not exceeding 10,000 gallons per day or for wastewater treatment systems having a capaCity
greater than 10,000 gallons per day. In addition to the standard requirements ofthe analyses required
above, the wastewater assessment shall specifically consider, to the extent applicable, the disposal of
waste products generated by the proposed treatment process.
5. Solid waste. A solid waste assessment shall be prepared by the applicant as a component of an
Impact Assessment Report that is submitted as part of an SRA Designation Application package. The
assessment shall identify the means and methods for handling, transporting and disposal of all solid
waste generated including but not limited to the collection, handling and disposal of recyclables and
horticultural waste products. The applicant shall identify the location and remaining disposal capacity
available at the disposal site.
6.
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Stormwatef Management. A stormwater management impact assessment shall be prepared by the
applicant as a component of an Impact Assessment Report that. is submitted as a part of an SRA
Designation Application Package. The stormwater management Impact assessment shall, at a
minimum, provide the following information:
a. An exhibit showing the boundary of the proposed SRA including the following information:
(1) The location of any WRA delineated within the SRA;
(2) A generalized representation of the existing stormwater flow patterns across the site
including the location(s) of discharge from the site to the downstream receiving waters;
(3) The land uses of adjoining properties and, if applicable, the locations of stormwater
discharge into the site of the proposed SRA from the adjoining properties.
b. A narrative component to the report including the following information:
(1) The name of the receiving water or, if applicable, FSA or WRA to which the stormwater
discharge from the site will ultimately outfall;
(2) The peak allowable discharge rate (in cfs I acre) allowed for the SRA per Collier County
Ordinance 90-10 or its successor regulation;
(3) If applicable, a description of the provisions to be made to accept stormwater flows from
surrounding properties into, around, or through the constructed surface water
management system of the proposed development;
(4) The types of stormwater detention areas to be constructed as part of the surface water
management system of the proposed development and water quality treatment to be
provided prior to discharge of the runoff from the site; and
(5) If a WRA has been incorporated into the stormwater management system of an SRA, the
report shall demonstrate compliance with provisions of Section 4.08.04 A.4.b.
7. Public Schools. The applicant shall coordinate with the Collier County School Board to provide
information and coordinate planning to accommodate any impacts that the SRA has on public schools.
As part of the SRA application, the following information shall be provided:
a. School Impact Analysis (SIA) for a determination of school capacity only (refer to section
10.04.09 for SIA requirements); and
b. The potential for locating a publiC educational facility or facilities within the SRA, and the location
(s) of any site(s) that may be dedicated or otherwise made available for a public educational
facility.
L. SRA Economic Assessment. An Economic Assessment meeting the requirements of this Section shall be
prepared and submitted as part of the 8RA Designation Application Package. At a minimum, the anaiysis shall
consider the following public facilities and services: transportation, potable water, wastewater, irrigation water,
stormwater management, solid waste, parks, law enforcement, emergency medical services, fire, and
schools. Development phasing and funding mechanisms shall address any adverse impacts to adopted
minimum levels of service pursuant to the Chapter 6 of the LDC.
1. Demonstration of Fiscal Neutrality. Each SRA must demonstrate that its development, as a whole, will
be fiscally neutral or positive to the Collier County tax base, at the end of each phase. or every five (5)
years, whichever occurs first, and in the horizon year (build-out). This demonstration will be made for
each unit of government responsible for the services listed below, using one of the following
methodologies:
a. Collier County Fiscal Impact Model. The fiscal impact model officially adopted and maintained by
Collier County.
b. Alternative Fiscal Impact Model. If Collier County has not adopted a fiscal impact model as
indicated above, the applicant may develop an alternative fiscal impact model using a
methodology approved by Collier County. The BCC may grant exceptions to this policy of fiscal
neutrality to accommodate affordable or workforce housing.
2. Monitoring Requirement. To assure fiscal neutrality, the developer of the SRA shall submit to Collier
County a fiscal impact analysis report ("Report") every five (5) years until the SRA is ninety (90) percent
built out. The Report will provide a fiscal impact analysis of the project in accord with the methodology
outlined above.
3. Imposition of Special Assessments. If the Report identifies a negative fiscal impact of the project to a
unit of local government referenced above, the landowner will accede to a special assessment on his
property to offset such a shortfall or in the alternative make a lump sum payment to the unit of local
government equal to the present value of the estimated shortfall for a period covering the previous
phase (or five year interval). The Bec may grant a waiver to accommodate affordable housing.
4. Special Districts Encouraged in SRAs. The use of community development districts (CDDs), Municipal
Service Benefit Units (MSBUs), Municipal Service Taxing Units (MSTUs), or other special districts shall
be encouraged in SRAs. When formed, the special districts shall encompass all of the land designated
for development in the SRA. Subsequent to formation, the special district will enter into an Interlocal
agreement with the County to assure fiscal neutrality. As outlined above, if the monitoring reveals a
shortfall of net revenue, the special district will impose the necessary remedial assessment on lands in
the SRA.
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M. The BCC may, as a condition of approval and adoption of an SRA development, require that suitable areas for
parks, schools. and other public facilities be set aside, improved, and/or dedicated for public use. When the
BCC requires such a set aside for one or more public facilities, the set aside shall be subject to section
2.03.06, in the same manner as are public facility dedications required as a condition of PUD rezonings.
(Ord. No. 05-27, I 3.AA; Ord. No. 09-43, 6 3.A; Ord. No. 10-23, 63.AA)
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Agenda Item No. 7B
, Jal1uary 11, 2011
..n.. -- Page 129 of 129
* 2A . F.riday, December 24, 2010 · Naples D_, wews. .
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PUBUC NOTICE PuBtIC'NOTIC:E:" PUBUCNOTICE,."
NO:rfGe OF:PUBL.44EAR.IHQjm~~i~
TOCONSIDER.RE'SOL..UTION":;'::::':'- '.
Notice is hereby given that the Board ~f County 90mmissioners of Collier County will hold a public
hearing or:J Tuesday, January 11. 2011 in the Be5ardroom, 3rd Floor, Administration Building, Collier .
County Government Center, 3299 East Tamiami Trail, Naples, Florida. The meeting will begl!lat 9:00
AM. The title of the proposed resolution is as !otlows: . ' ..,
A RESOLUTioN AMENDIN.G RESOLUTION NUMBERS 2004-89 AND 20()5..
234A FOR THE TOWN OF AVE MARIA STEYlARDSHIP RECEMNG AREA
. TO REVISE THE SRA MASTER PLAN TO DMDE TOWN CENTER 2 INTO
.TOWN CENTER 2a AND TOWN CENreR 2t)iTO RELOCATE TOWN CEN-
TER 2b TO OIL WELL ROAD AND TO RELOCATE AN ACCESS POINT Obi.
OIL WELL ROAD. THE PROPERTY IS LOCATED NORTH OF ~IL WELL"
ROAD AND WEST OF CAMP KEAIS ROAD IN SECTIONS 31 THROUGH 33,
TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTIONS 4 THROUGH 9
AND 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST IN COL-
LIER COUNTY, FLORIDA. (pETITION SRAA-PL2010-1988)' . '.
Petitioo: SRAA-PL201G-1988; A Resolution amending ReSolution NumberS 2004-89 and 2005-234A
for the Town of Ave Maria Stewardship Receiving Area to revise the SRA Master Plan to divide Town
Center 2 into Town Center 2a and Town Center 2b; to relocate Town Center 2b to Oil Well Road and
to relocate an access point on Oil Well Road. The property is. located north of 011 Well ~oad and west
of Camp Keals Road in Sections 31 through 33, Township 47 South, Range 29 East and S'ection,4
through 9 and 16 through 18, Township 48 South, Range 29 East in Collier County, Florida. [Compan-
ion to: DOA-P12010-1751] (Coordinator: Kay Deselem, AICp, Principal Planner)
NQIE; All Persons wishing to speak
.on any 'agenda item must' ,register
with' the' County Administrator' griQ[
to presentation of the agenda item to
be addressed. Individual speakers will
be limited to 3 minutes on ariy Item.
The selection of an indiVidual to speak
on behalf of an organization or group
Is encouraged. If recognized by the
Chair, a spokesperson for !lgroup or
organization may be allotted 10 min-
utes to speak on an Item.
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Persons wishing to have written or graphic materials includep in the Board agenda packets
must submit said material a minimum of 3 weeks prio~ 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 mate-
rial used in presentations before the Board will become a permanent part of the record.
Any person who decides to appeal a decision of the Board will need a record of the pro-
ceedings pertaining thereto and therefore, may need t6 ensure that a verbatim record of
the proceedings is made, which record includes the testimony and evidence upon which
the appeal is based.
If yoiJ Bre a 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 assis-
tance. Please contact the Collier County Facilities Management Department, located at
3335 Tamiami Irail East, Building W, Suite #101, Naples, Florida 34112, (239) 252-8380.
Assisted listening devices for the hearing impaired. are available in the County Commis~
sioners' Office.
BOARD OF COUNTY COMMISSIONERS
FRED COYLE, CHAIRMAN
By: Martha Vergara, Deputy Clerk
No. 231188472
COLLIER COUNTY, FLORIDA
DWIGHT E. BROCK, CLERK
(SEAL)
December 24 2010