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CCPC Agenda 09/20/2018 (Item #9C CPSS-2018-2) AGENDA#9C COLLIER COUNTY GROWTH MANAGEMENT PLAN SMALL SCALE AMENDMENT �.. PROJECT LOCATION 1 - ••1‘.• PL2018000003 8/CPSS-2018-2 (ADOPTION HEARINGS) Clerks Office CCPC: SEPTEMBER 20, 2018 BCC: NOVEMBER 13, 2018 TABLE OF CONTENTS CCPC September 20, 2018 Small Scale GMP Amendment [Adoption Hearing] PL20180000038/CPSS-2018-2 - (Companion PL20180000037) Activity Center #2 1) TAB: Adoption Staff Report DOCUMENT: CCPC Staff Report: P L20180000038/C P-2018-2 2) TAB: Ordinance DOCUMENT: Adoption Ordinance with Exhibit "A"text(and/or maps): P L20180000038/C P-2018-2 3) TAB: Project PL20180000038/ DOCUMENT: Petition/Application Petition CP-2018-2 4) TAB: Legal Advertising DOCUMENT: CCPC Legal Ad Agenda Item 9. 1A4P. STAFF REPORT COLLIER COUNTY PLANNING COMMISSION FROM: GROWTH MANAGEMENT DEPARTMENT, ZONING DIVISION COMPREHENSIVE PLANNING SECTION HEARING DATE: September 20, 2018 SUBJECT: PETITION PL20180000038/CPSS-2018-2, SMALL SCALE GROWTH MANAGEMENT PLAN AMENDMENT [ADOPTION HEARING] (Companion to Old Collier Golf Club PUD Amendment PL20180000037) ELEMENT: FUTURE LAND USE ELEMENT (FLUE) APPLICANT/OWNER/AGENT Applicant Old Collier Golf Club, Inc. & Owner: 2550 Goodlette Road North, #100 Naples, FL 34103 Agent: Robert J. Muihere, FAICP Attorney: Richard D. Yovanovich, Esq. Hole Montes, Inc. Coleman Yovanovich & Koester, P.A. 950 Encore Way 4001 Tamiami Trail North Naples, Florida 34110 Suite 300 Naples, Florida 34103 GEOGRAPHIC LOCATION The subject property comprises approximately 3.4 acres and is located on the west side of Tamiami Trail (US 41), approximately one-quarter mile - . �,.- % „ WARD s „ ,i _ , north of 111th Avenue/Immokalee Road, in - Section 21, Township 48 South, Range 25 East. �" ` 4 lit REQUESTED ACTION The applicant seeks to expand Mixed Use Activity Center #2, Tamiami Trail (US 41) - x. $ Immokalee Road (CR 846) in the Future Land Subject Property Use Element (FLUE) Future Land Use Map , Series of the Growth Management Plan k i ' 1.IV' (GMP), affecting fewer than ten (10)acres, by amending the: t z A 1) FLUM inset map for Mixed Use . } it- Center #2., Tamiami Trail (US 41)Activity- ;;VE1:71141-,.1/4.7::..i....: Immokalee Road (CR 846), and • 2) Mixed Use & Interchange Activity Center , Index Map. .<. 111 h AVE N — -,, -+ CPSS-2018-2/ PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. PURPOSE/DESCRIPTION OF PROJECT The petition is proposed to expand the Activity Center and encompass an existing commercial PUD tract where commercial development is presently allowed. The companion PUD amendment petition [PL20180000037] will amend this ±3.4 acre Commercial Tract"C"to: revise PUD provisions to allow a retail (new) automotive vehicle dealer as an additional commercial,use, allow an additional 100 hotel rooms for a total of 200 rooms, along with a conversion ratio for deriving these hotel rooms from the 50,000 commercial sq. ft. already subject to a maximum trip generation. This GMP amendment, however, would result in the site being eligible to be rezoned to allow the full array of commercial uses—those in the C-1 through C-5 zoning districts. STAFF ANALYSIS FUTURE LAND USE DESIGNATION, ZONING AND LAND USE: Existing Conditions: Subject Property: The subject property, which comprises approximately 3.4 acres, is currently designated Urban Mixed Use District, Urban Residential Subdistrict, which generally provides for higher[land use] densities in an area with fewer natural resource constraints and where existing and planned public facilities are concentrated. It is the ±3.4-acre (Commercial Tract "C") portion of the Collier Tract 21 Planned Unit Development (PUD) and vacant— mostly cleared and partially paved. This project also retains the hotel use allowed from a previous [FLUE Policy 5.1] determination and insubstantial change to the PUD (PDI); adds more room capacity to the hotel [not previously allowed] from a 100-room maximum to 200-room maximum [using a commercial space conversion factor]; and, updates the PUD's commercial uses to present LDC standards. The subject, Commercial Tract "C", property is improved only with paved, surface parking area; the developed portion of PUD contains golf course with clubhouse & maintenance facility. Surrounding Lands: North: The Future Land Use Map designates land immediately north of the subject property as Urban Mixed Use District, Urban Residential Subdistrict. It is zoned Collier Tract 21 PUD and is developed with the Old Collier Golf Club; the next property north, at Walkerbilt Road, is zoned C- 4, Commercial General zoning district, and is developed commercially. East: The Future Land Use Map designates land located east of the subject property, across US 41, as Urban Commercial District, Mixed Use Activity Center Subdistrict; this land is within the boundaries of Mixed Use Activity Center #2. This area is zoned Collier Tract 22 [mixed use] Planned Unit Development (PUD/DRI) and is developed with retail automobile dealerships, and the Riverchase Shopping Center. The Future Land Use Map designates lands lying further east and northeast, Urban Mixed Use District, Urban Residential Subdistrict. This area is part of the area zoned Collier Tract 22 PUD/DRI and is developed as Collier's Reserve, a residential/golf course community. South: The Future Land Use Map designates land lying south of the subject property as Urban Commercial District, Mixed Use Activity Center Subdistrict; within the boundaries of Mixed Use Activity Center #2. This area is zoned Plaza 21 Planned Unit Development (PUD) and is developed with a large retail business (Walmart). West: The Future Land Use Map designates land immediately west of the subject property as Urban Mixed Use District, Urban Residential Subdistrict. This area is zoned Collier Tract 21 PUD and is developed with the Old Collier Golf Club. —2— CPSS-2018-2/PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. In summary, the existing and planned land uses, and current zoning, in the area immediately surrounding the subject property are primarily the commercial uses in Activity Center #2 north of 111th Avenue and Immokalee Road, and, the Old Collier Golf Club. Criteria for GMP Amendments in Florida Statutes Data and analysis requirements for comprehensive plans and plan amendments are noted in Chapter 163, F.S., specifically as listed below. Identification and Analysis of the Pertinent Criteria in Florida Statutes, Chapter 163.3187, to Qualify as a Small-Scale Comprehensive Plan (GMP)Amendment: The process for adoption of small-scale comprehensive plan amendment requires (in part) the following statutory standards be met, [followed by staff analysis in bracketed text]. (1) A small scale development amendment may be adopted under the following conditions: (a) The proposed amendment involves a use of 10 acres or fewer. [The amendment pertains to a ±3.4-acre property.] (b) The cumulative annual effect of the acreage for all small scale development amendments adopted by the local government does not exceed a maximum of 120 acres in a calendar year. [Thus far, two small scale GMP amendments have been adopted in calendar year 2018 for a total of±11.15 acres (5.35 + 5.8). A third small scale petition, comprising 6.33 acres, is scheduled to be heard by the BCC prior to this subject petition.] (c) The proposed amendment does not involve a text change to the goals, policies, and objectives of the local government's comprehensive plan, but only proposes a land use change to the future land use map for a site-specific small scale development activity. However, text changes that relate directly to, and are adopted simultaneously with, the small scale future land use map amendment shall be permissible under this section. [This amendment involves only site-specific Future Land Use Map changes.] (d) The property that is the subject of the proposed amendment is not located within an area of critical state concern, unless the project subject to the proposed amendment involves the construction of affordable housing units meeting the criteria of s. 420.0004(3), and is located within an area of critical state concern designated by s. 380.0552 or by the Administration Commission pursuant to s. 380.05(1). [The subject property is not within an Area of Critical State Concern.] (4) Comprehensive plans may only be amended in such a way as to preserve the internal consistency of the plan pursuant to s. 163.3177. [The amendment preserves the internal consistency between and among GMP elements.] Section 163.3177(1)(f), Florida Statutes: (f) All mandatory and optional elements of the comprehensive plan and plan amendments shall be based upon relevant and appropriate data and an analysis by the local government that may include, but not be limited to, surveys, studies, community goals and vision, and other data available at the time of adoption of the comprehensive plan or plan amendment. To be based on data means to react to it in an appropriate way and to the extent necessary indicated by the data available on that particular subject at the time of adoption of the plan or plan amendment at issue. —3— CPSS-2018-2/PL20180000038 • Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. 1. Surveys, studies, and data utilized in the preparation of the comprehensive plan may not be deemed a part of the comprehensive plan unless adopted as a part of it. Copies of such studies, surveys, data, and supporting documents for proposed plans and plan amendments shall be made available for public inspection, and copies of such plans shall be made available to the public upon payment of reasonable charges for reproduction. Support data or summaries are not subject to the compliance review process, but the comprehensive plan must be clearly based on appropriate data. Support data or summaries may be used to aid in the determination of compliance and consistency. 2. Data must be taken from professionally accepted sources. The application of a methodology utilized in data collection or whether a particular methodology is professionally accepted may be evaluated. However, the evaluation may not include whether one accepted methodology is better than another. Original data collection by local governments is not required. However, local governments may use original data so long as methodologies are professionally accepted. 3. The comprehensive plan shall be based upon permanent and seasonal population estimates and projections, which shall either be those published by the Office of Economic and Demographic Research or generated by the local government based upon a professionally acceptable methodology. The plan must be based on at least the minimum amount of land required to accommodate the medium projections as published by the Office of Economic and Demographic Research for at least a 10-year planning period unless otherwise limited under s. 380.05, including related rules of the Administration Commission. Absent physical limitations on population growth, population projections for each municipality, and the unincorporated area within a county must, at a minimum, be reflective of each area's proportional share of the total county population and the total county population growth. Section 163.3177(6)(a)2.: 2. The future land use plan and plan amendments shall be based upon surveys, studies, and data regarding the area, as applicable, including: a. The amount of land required to accommodate anticipated growth. b. The projected permanent and seasonal population of the area. c. The character of undeveloped land. d. The availability of water supplies, public facilities, and services. e. The need for redevelopment, including the renewal of blighted areas and the elimination of nonconforming uses which are inconsistent with the character of the community. f. The compatibility of uses on lands adjacent to or closely proximate to military installations. g. The compatibility of uses on lands adjacent to an airport as defined in s. 330.35 and consistent with s. 333.02. h. The discouragement of urban sprawl. i. The need for job creation, capital investment, and economic development that will strengthen and diversify the community's economy. j. The need to modify land uses and development patterns within antiquated subdivisions. —4— CPSS-2018-2/ PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. Section 163.3177(6)(a)8., Florida Statutes: (a) A future land use plan element designating proposed future general distribution, location, and extent of the uses of land for residential uses, commercial uses, industry, agriculture, recreation, conservation, education, public facilities, and other categories of the public and private uses of land. The approximate acreage and the general range of density or intensity of use shall be provided for the gross land area included in each existing land use category. The element shall establish the long-term end toward which land use programs and activities are ultimately directed. 8. Future land use map amendments shall be based upon the following analyses: a. An analysis of the availability of facilities and services. b. An analysis of the suitability of the plan amendment for its proposed use considering the character of the undeveloped land, soils, topography, natural resources, and historic resources on site. c. An analysis of the minimum amount of land needed to achieve the goals and requirements of this section. BACKGROUND, CONSIDERATIONS AND ANALYSIS This section typically addresses the amount of [commercial] land needed to accommodate anticipated growth based on projected permanent and seasonal population of the area. This is accomplished through the analysis of the subject property and the surrounding area that includes inventorying the supply of existing commercially-developed and potential commercially-developable land, determining population growth, estimating the amount of commercial development that population will demand, and determining whether a sufficient amount of commercial land, a shortage, or an excess amount, is being allocated to accommodate growth. This small-scale amendment returns the 3.4-acre parcel from being outside the Activity Center, to being inside its boundaries — as it had been previous to the County's modification of Activity Center boundaries in 2000. Based upon a prior Mixed Use Activity Center Subdistrict provision, known as "the 75% rule," when the subject PUD was rezoned in 1999 this 3.4-acre commercial tract was deemed consistent with the FLUE. That provision provided that if 75% or more of a project site was within the boundaries of a Mixed Use Activity Center, then the entire site was considered to be within the Activity Center. Staff has determined the data and analysis required in the above statutory provisions are not necessary given the relevant FLUM designation and zoning history of this site, and the findings that: uses allowed by this GMP amendment could be deemed compatible with the surrounding area, there are no infrastructure impact concerns, and there are no natural or cultural resources concerns. Appropriateness of the Site and the Change: Mixed Use Activity Centers in Collier County provide commercial development opportunities at locations that are spatially arranged to encourage and support a healthy business environment, and to discourage and avoid over commercialization and strip development. The FLUE directs new commercial development primarily into Activity Centers and gives preference to commercial expansion adjacent to both Activity Centers and other commercial designations. The subject property is located adjacent to an Activity Center and is located near other commercially- - zoned land. This amendment does not introduce new commercial development, uses, or activities to a location where commercial development is not now planned. —5— CPSS-2018-2/PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. Environmental Impacts: The subject property is ±3.4 acres and vacant— mostly cleared and partially paved. It is not located in a County Wellfeld Protection Area. Collier County Development Review Division staff reviewed the Report and provide the following [bracketed] evaluation: [No new text is proposed related to environmental sections of the GMP/CCME. There are no modifications to the existing Preserve areas with submitted (PL2018000037) PUDZ. There is an existing Eagles nest(active eagles CO 36/36A) in the preserve area north of the existing golf course.] [Craig Brown, Environmental Specialist, Environmental Planning Section Development Review Division] Traffic Capacity/Traffic Circulation Impact Analysis, Including Transportation Element Consistency Determination: Trebilcock Consulting Solutions, P.A. submitted a Traffic ImpactAnalysis(Exhibit V.E.3), dated March 21, 2018. Collier County Transportation Planning staff reviewed the Analysis and provide the following [bracketed] evaluation: [Capacity is available on County roadways to accommodate (traffic generated by) this project; therefore, the proposal is consistent with Policy 5.1 of the Transportation Element. The companion PUD document for this commercial project contains a developer commitment limiting the maximum number of p.m. peak hour two-way trips under any development scenario.] [Michael Sawyer, Project Manager Transportation Planning Section] Public Facilities Impacts: The petitioner submitted a Public Facilities Report, dated May 21, 2018 (Exhibit V.E.1). Staff reviewed the Report and provide the following [bracketed] remarks: s Potable Water and Wastewater Treatment Systems: The subject property lies within the Potable Water Service Area and the North Wastewater Service Area of the Collier County Water-Sewer District. The subject property lies within a localized wastewater service area identified in the 2018AUIR with"wastewater collection or transmission system constraints",which are specifically mapped and addressed therein. [Generally, planned improvements to the Naples Park Constraint area involve splitting the area served between north and south of 111th Avenue N., then constructing a new master pump station and associated infrastructure to serve the(sub)area south of 111th Avenue N. The project will allow greater wastewater flows from the currently- constrained south and, allow a return to normal flows from the north using the existing master pump.] System capacity is confirmed at the time of development permit (SDP or PPL) review, and a commitment to provide service will be established upon permit approval.] [Eric Fey, P.E., Senior Project Manager Public Utilities Department] —6— CPSS-2018-2/PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. • Solid Waste Collection & Disposal: The solid waste disposal service provider is Collier County Solid Waste Management. The 2017 AUIR notes that the County projects more than 50 years of remaining landfill capacity [as does the pending 2018 AUIR]. • Stormwater Management System: The Facilities Report indicates stormwater retention and detention will comply with the SFWMD requirements, and, State and County standards for off- site [stormwater] discharges will be met. • Park and Recreational Facilities: Parks and recreational facilities are not impacted by the proposed amendment or associated commercial development. • Schools: School facilities are not impacted by the proposed amendment or associated commercial development. • Emergency Medical (EMS) and Fire Rescue Services: The subject property is located within the North Collier Fire District, who's collocated EMS/fire station is located at 1885 Veterans Park Drive, approximately 1.8 miles to the southeast. No adverse impacts to these safety services result from the proposed commercial development. NEIGHBORHOOD INFORMATION MEETING (NIM) SYNOPSIS A Neighborhood Information Meeting (NIM) required by LDC Section 10.03.05.F. was [duly advertised, noticed and] held, jointly for this small-scale Growth Management Plan amendment petition and companion rezone petition, on July 26, 2018, 5:30 p.m. at the Doubletree Suites hotel meeting facilities, located at 12200 Tamiami Trail North, Naples. Three people other than the applicant team and County staff attended — and heard the following information: The agent (Robert Mu!here) representing this applicant, described the proposed changes to the group, including how the two companion requests (GMPA/PUDZ) cover the automotive vehicle dealership as an additional commercial use, the additional 100 hotel rooms for a total of 200 rooms, along with the conversion for deriving these hotel rooms from the commercial square footage already allowed by the PUD. While those people present showed interest, no one expressed opposition. The information meeting was ended at approximately 5:40 p.m. [Synopsis prepared by C. Schmidt,AICP, Principal Planner] FINDINGS AND CONCLUSIONS The following findings and conclusions result from the reviews and analyses of this request: • The property is presently zoned commercial PUD and undeveloped. • There are no modifications to the existing Preserve areas from expanding the Activity Center. • The infrastructure needed to serve the proposed development can be provided without related levels of service concerns. • This amendment does not introduce new commercial development, uses, or activities to a location where commercial development is not now planned. The subject property is located adjacent to an Activity Center and near other commercially-zoned land — and is generally supported by the FLUE. • The proposed amendment will allow rezoning for uses in the C-1 through C-5 commercial zoning districts and those uses may be deemed compatible-based upon a high level review as opposed —7— CPSS-2018-2/PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. to the site-specific review conducted by Zoning Services staff for a rezone petition - with the existing and planned commercial uses in Activity Center#2 north of 111th Avenue and Immokalee Road, and, the Old Collier Golf Club, in the area immediately surrounding the subject property. • Based on the explanation of how this small-scale amendment returns the 3.4-acre parcel from being outside the Activity Center, to being inside its boundaries — as it had been previously — support for this amendment has been demonstrated. • A companion rezone petition has been submitted concurrent with this GMPA petition. LEGAL CONSIDERATIONS This Staff Report was reviewed by the Office of the County Attorney on August 31, 2018. The criteria for GMP amendments to the Future Land Use Element and map series are in Sections 163.3177(1)(f) and 163.3177(6)(a)2 and 163.3177(6)(a)8, Florida Statutes. [HFA C] STAFF RECOMMENDATION Staff recommends that the Collier County Planning Commission forward Petition PL20180000038/CPSS-2018-2 to the Board of County Commissioners with a recommendation to approve for adoption and transmittal to the Florida Department of Economic Opportunity. PETITION No.: CPSS-2018-2/ PL20180000038 Staff Report for the September 20, 2018, CCPC meeting. NOTE: This petition has been scheduled for the November 13, 2018, BCC meeting. G:\CDES Planning Services\Comprehensive\Comp Planning GMP DATA\Comp Plan Amendments\2018 Cycles & Smalls\2018 Small Scale petitions\CPSS-18-2 AC2 Expnsn\CCPC\CPSS-18-2 CCPC stff rprt_FNL2.docx —8— CPSS-2018-2/ PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 Agenda Item 9. PREPARED BY: DATE: O(D Ot WPj CORBY CHMDI T,Al P, PRINCIPAL PLANNER COMPREHENSIV LANNING SECTION, ZONING DIVISION REVIEWED BY: DATE: - - r; / DAVID WEEKS, AICP, GROWTH MANAGEMENT MANAGER COMPREHENSIVE PLANNING SECTION, ZONING DIVISION REVIEWED BY: ooDATE: (1- CP" (8 MIKE BOSI, AICP, DIRECTOR, ZONING DIVISION PP' •VED BY: _Ad `1..-y.-+ (7• DATE: 7--/I OrrMES FRENCH, DEPUTY DEPARTMENT HEAD GROWTH MANAGEMENT DEPARTMENT PETITION No.: CPSS-2018-2 / PL20180000038 Staff Report for the September 20, 2018, CCPC meeting. NOTE: This petition has been scheduled for the November 13, 2018, BCC meeting. G:\CDES Planning Services\Comprehensive\Comp Planning GMP DATA\Comp Plan Amendments\2018 Cycles & Smalls\2018 Small Scale petitions\CPSS-18-2 AC2 Expnsn\CCPC\CPSS-18-2 CCPC stff rprt_FNL2 w sig pg.docx -9— CPSS-2018-2 /PL20180000038 Collier Tract 21: Expanding Activity Center no. 2 ORDINANCE NO. 18- AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA AMENDING ORDINANCE NO. 89-05, AS AMENDED, THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, SPECIFICALLY AMENDING THE FUTURE LAND USE ELEMENT AND FUTURE LAND USE MAP AND MAP SERIES BY ADDING 3.40 ACRES TO THE MIXED USE ACTIVITY CENTER SUBDISTRICT ACTIVITY CENTER #2 AND CHANGING THE DESIGNATION OF THE PROPERTY FROM URBAN, MIXED USE DISTRICT, URBAN RESIDENTIAL SUBDISTRICT TO URBAN, COMMERCIAL DISTRICT, MIXED USE ACTIVITY CENTER SUBDISTRICT, ACTIVITY CENTER #2; AND FURTHERMORE, RECOMMENDING TRANSMITTAL OF THE ADOPTED AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY; PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF ±3.4 ACRES IS LOCATED ON THE WEST SIDE OF US 41, APPROXIMATELY 2,200 FEET NORTH OF 111TH AVENUE IN SECTION 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY,FLORIDA. [PL20180000038] WHEREAS, Collier County, pursuant to Section 163.3161, et. seq., Florida Statutes, the Florida Local Government Comprehensive Planning and Land Development Regulation Act, was required to prepare and adopt a comprehensive plan; and WHEREAS, the Collier County Board of County Commissioners adopted the Collier County Growth Management Plan on January 10, 1989; and WHEREAS, the Community Planning Act of 2011 provides authority for local governments to amend their respective comprehensive plans and outlines certain procedures to amend adopted comprehensive plans; and WHEREAS, PEBB Acquisitions, LLC requested an amendment to the Future Land Use Element and Future Land Use Map and Map Series to expand Mixed Use Activity Center #2; and WHEREAS, pursuant to Subsection 163.3187(1), Florida Statutes, this amendment is considered a Small Scale Amendment; and WHEREAS, the Subdistrict property is not located in an area of critical state concern or an area of critical economic concern; and [ 18-CMP-01011/1425503/1151 Words underlined are added,words~A-through have been deleted. Collier Tract 21 SSGMPA PL20180000038 7/24/18 Page 1 of 3 WHEREAS, the Collier County Planning Commission (CCPC) on 2018 considered the proposed amendment to the Growth Management Plan and recommended approval of said amendment to the Board of County Commissioners; and WHEREAS, the Board of County Commissioners of Collier County did take action in the manner prescribed by law and held public hearings concerning the proposed adoption of the amendment to the Future Land Use Element and Future Land Use Map and Map Series of the Growth Management Plan on , 2018; and WHEREAS, all applicable substantive and procedural requirements of law have been met. NOW, THEREFORE, BE IT ORDAINED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: ADOPTION OF AMENDMENT TO THE GROWTH MANAGEMENT PLAN The Board of County Commissioners hereby adopts this small scale amendment to the Future Land Use Element and Future Land Use Map and Map Series in accordance with Section 163.3184, Florida Statutes. The map amendments are attached hereto as Exhibit "A" and incorporated herein by reference. SECTION TWO: SEVERABILITY. If any phrase or portion of this Ordinance is held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision and such holding shall not affect the validity of the remaining portion. SECTION THREE: EFFECTIVE DATE. The effective date of this plan amendment, if the amendment is not timely challenged, shall be 31 days after the state land planning agency notifies the local government that the plan amendment package is complete. If timely challenged, this amendment shall become effective on the date the state land planning agency or the Administration Commission enters a final order determining this adopted amendment to be in compliance. No development orders, development permits, or land uses dependent on this amendment may be issued or commence before it has become effective. If a final order of noncompliance is issued by the Administration Commission, this amendment may nevertheless be made effective by adoption of a resolution affirming its effective status, a copy of which resolution shall be sent to the state land planning agency. [ 18-CMP-01011/1425503/1151 Words underlined are added,words Amok-through have been deleted. Collier Tract 21 SSGMPA PL20180000038 7/24/18 Page 2 of 3 PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida this day of , 2018. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, INTERIM CLERK COLLIER COUNTY, FLORIDA BY: Deputy Clerk ANDY SOLIS, Chairman Approved as to form and legality: Heidi Ashton-Cicko, Managing Assistant County Attorney Attachment: Exhibit A—Activity Center Index Map Activity Center#2 Map [ 18-CMP-01011/1425503/1]51 Words underlined are added,words str^^k through have been deleted. Collier Tract 21 SSGMPA PL20180000038 7/24/18 Page 3 of 3 CnnIDl1 14 AU 1 ovuvuu.lo/l.roo-cV 10-4 I R 25 E I R 26 E I LEE COUNTY 8ONITA BEACH RD — IC)1& * o .Q O" O LEE COUNTY..._..... COLLIER COUNTY 20 g rA \''''\ H ao SUBJECT SITE CPSS-2018-2 v 43 it 2 r K li • I11th AV*, f 4 Immokalee RDr( Z 11111 z O 7 "at 111 J m 11is o Va rbilt Beach RD G. 13 Golden Gate BLVD W T 12 10 ,. . Jic‘ Pin 1 Ridge RD ////�� ill" y V/ O J erez G/een BLVD Ilt .£ ci �_ > CA rf 1• 14 $ 0 15� a m m a O CC O C.R,886 m a �a 9 . Q , m t N —T, r ( Z i. R. o RD 175 — G1 6 .. 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P. a(D e: l I 5 $4 4 R e ='k f• .JC 4 e 4 y x .f- p e e4 k e - 4^ ra= f �& .tfa cn R. =4 5. 4Rk yzx 4.! z g a .. to A F ek kK .. 4e 5x *t m Dual Pre-App Meeting-PL20180000037(PUDA)&PL20180000038(GMPA)—Bob Mulhere, FAICP,agent; Rich Yovanovich, attorney; Fred Reischl, planner. SCHMIDT Also participating: David Weeks AICP, Growth Management Manager Tuesday, February 6, 2018, 3:00 p.m.-4:00 p.m., Conf. Rm. C. Requested by: Eric Hochman, of Pebb Enterprises Phone: xxxxx; Email: xxx Representing: The Old Collier Golf Club, Inc. Folio#: 00157481909; Zoning: PUD, "Collier Tract 21" or,AKA"Beachway" Location: PUD is on W. side of Tamiami Trail N. (US 41) and N. side of 111th Ave. N., in 21-48-25. Project Description: GMPA to expand Activity Center boundary to include 3.4-acre tract in Activity Center #2(US 41 and lmmokalee Road) and a PUDA to add: new car dealership, 100 hotel rooms for total of 200 rooms, and conversion ratio for hotel rooms/commercial s.f. (may update the C-3 uses to allow those of the present LDC rather than those tied to the LDC at time of PUD amendment approval in 1999). Existing Application Name: Collier Tract 21 PUD; developed portion of PUD contains golf course with clubhouse &maintenance facility; commercial tract, subject of this pre-app, is vacant—mostly cleared but contains a paved surface parking area. The PUD commercial tract is presently approved for 50,000 s.f. of all permitted and conditional uses of the C-3 zoning district, in effect at time of approval (1999), and 100 hotel rooms. POST PRE-APP COMMENTS: Current FLUM designation is Urban Residential Subdistrict; almost entire PUD is in CHHA. This GMPA will be a small-scale plan amendment. The amendment procedure requires an Adoption phase only per Florida Statute, while the procedure required of the companion PUDA places it in the same schedule. The PUD commercial tract abuts MUAC #2. It was approved under the original FLUE —when MUAC boundary was '/2 mile square -which provided that if 75% or more of a project was within the MUAC, then the entire project was deemed within the MUAC. The MUAC boundaries were subsequently changed to be site-specific and excluded the subject commercial tract; unknown if this was deliberate or an oversight. Though there is an argument to be made that this tract should still be considered within the MUAC, staff views it as being comparable to properties deemed consistent by policy. There may be minor Comprehensive Planning issues regarding secondary impacts resulting from possibly assuming certain public facilities' costs associated with project located in CHHA. Agent notified of the need to address, as applicable: • Compliance with the FLUE/FLUM (Urban Mixed Use District); [PUDA] • Compliance with FLUE Objective 5 and its applicable policies, esp. s/s 5.3, 5.6 (GMP consistency clause; LDC compatibility&complementary clause); [PUDA] • Compliance with FLUE Objective 7 and its applicable policies 7.1 through 7.4 (Toward Better Places— Community Character Plan); [PUDA] • Compliance with Conservation and Coastal Management Element (CCME) Policy 12.2.5 and 12.2.6, esp. as they pertain to limitations or additional costs associated with "sanitary sewer facilities in the coastal high hazard area [required to] be flood proofed"; Discuss any such limitations and costs with Head of the Public Utilities Department; provide results of/outcomes from these discussions with application materials. [to accompany both GMPA & PUDA application materials]. Note the Capital Improvement Element (CIE) contains additional policies pertaining to the expenditure of public funds for public facilities within the CHHA. Prepare separate narratives to address all impacts to the surrounding area [to accompany both GMPA& PUDA application materials]. Discussion during the pre-application meeting led to the decision (per D. Weeks) that the data and analysis required by FLUE provisions for the consideration of a rezone petition within an Activity Center may be substituted by additional content in the narrative statement accompanying PUDA application materials, in support of the one commercial use to be added. pg.1 Regarding Chapter 163.3167(9), 163.3177, and 163.3184, Florida Statutes, no needs analysis required— just provide a narrative of the zoning and MUAC history. Address the pertinent small-scale plan amendment criteria in Florida Statutes Chapter 163.3187,text changes will relate directly to the small-scale future land use map amendment. [GMPA] Follow the established format of the FLUE for the map exhibits"to preserve the internal consistency"of the GMP and prepare and include: [GMPA] • A proposed, revised Activity Center#2 Inset Map. Additional discussion surrounded GMP amendment options available to the petitioner, including: establishing a new stand-alone, 3.4-acre Subdistrict abutting Activity Center #2; or, expanding Activity Center#2 through a "glitch" amendment to return the 3.4-acre parcel into its boundaries —as AC#2 had been configured prior to the 1996 EAR-based GMPAs that established site-specific AC boundaries. Staff notes: This GMPA will be a small-scale plan amendment. The amendment procedure requires an Adoption phase only per Florida Statute, while the procedure required of the companion PUDA places it in the same schedule.** For a submitted petition, after the sufficiency review process is complete[outside CityView]and the petition package is deemed sufficient, an electronic version of the entire submittal is needed, preferably in PDF format, preferably on a CD; The County has instituted an electronic (paperless) agenda process for the Board of County Commissioners'hearings. All Neighborhood Information Meeting (NIM) activities and reviews are arranged directly with the Comprehensive Planning staff/the assigned Project Coordinator; these activities include: reviewing/approving the draft notification to surrounding property owners; reviewing/approving the draft newspaper advertisement; reviewing/approving/ coordinating proposed NIM meeting dates, times and locations; the draft NIM notification to surrounding property owners; accepting/filing applicant-prepared Affidavit of Notification (from NDN), posted Public Hearing sign photograph, and, NIM transcript/minutes/notes and clearly audible in its entirety, an audio/video recording, PLUS, BEGINNING DECEMBER 2017: 3 flash drives containing the full, clear NIM audio recording.** The GMPA pre-app fee is $500.00, $9,000.00 for a small-scale petition, which is non-refundable, plus a proportionate share of the legal advertising costs; for small-scale petitions, there are only two(2) hearings —one(1)each conducted in front of the Collier County Planning Commission (CCPC)and Board of County Commissioners (BCC); one (1), one-quarter page ad is placed in the Naples Daily News prior to CCPC hearing, and two (2) prior to BCC hearing. At present, the total cost for the 3 ads is approximately $3,700.00; the estimated legal advertising costs will be provided to each applicant and payment will be required prior to advertising for any hearings; any refund due the applicant after hearings are held will be provided at that time.** A small-scale plan amendment may be submitted and processed at any time; are limited to parcels less than or equal to 10 acres in size; further, the map amendment cannot result in a conflict between the map and text—there can be no internal inconsistency in the GMP; All studies and analyses include the raw data used to support their conclusions, as copies from source documents, attachments or appendices thereto, to facilitate a thorough substantive review. Be sure of consistency/conformity/harmony with other Goals, Objectives, Policies (GOPs) and provisions in the Element being amended and any other Element of the GMP relevant to the petition, as well as any other applicable regulations(e.g. Coastal High Hazard Area(CHHA), specific LDC provisions); fully explain furtherance of existing GOPs relevant to the petition, and of any other plans or designations which are applicable or relevant to the petition (e.g. a redevelopment plan, corridor management plan, etc.)** It is important to carefully organize the amendment package; be sure all exhibits are consistently labeled, are in the proper order, and are correctly referenced on the pages of the application; For site-specific amendments, be sure all mapping clearly identifies the subject site, includes North arrow and scale, and source; A petition narrative is often helpful; For corporate ownership, it is not acceptable to only list the pg.2 corporation name; In some instances, property is owned by a corporation that in turn is comprised of other corporations; It is necessary to provide a list of individuals as officers or stockholders of the corporations) for purposes of full disclosure; The objective of disclosure is to reveal the individuals with an interest in the property(including seeing if any staff or public officials are included).** For a submitted petition, after the sufficiency review process is complete[outside CityView]and the petition package is deemed sufficient, an electronic version of the entire submittal is needed, preferably in PDF format, preferably on a CD. The County has instituted an electronic (paperless) agenda process for the Board of County Commissioners'hearings. Note: **denotes staff information/clarification provided post pre application conference. The expectation of staff support for these applications or recommendations for approval are not implied or expressed by comments made during this conference. Notes from this mtg. are foldered in: G:\CDES Planning Services\Comprehensive\COMP PLANNING GMP DATA\Comp Plan Amendments\2018Gycles& Small Scale Petitions\pre-app meetings in 2018\2-06-18 MUAC#2 expansion, along with copies of other informational materials shared with applicant in this meeting. These notes are also uploaded into CityView and made visible there. v. 0 . i*, - w-I .. . ..... . , .... 4 .mow. __ I , ,. ... . .' . . . _ . .... . ...... . .,„ , I' 8 tea; w,x ww . _ , f , i ' ,,s... �. �+r , / � � . ,.. ,. . , . , . 1 r ,. . ally r .. ,. pg.3 . 4 z ri ei 1 ..e. iiiih... r OLD (EXISTING) CHHA NEW CHHA ON FLUM pg.4 COM Count y COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239)252-2400 FAX:(239)252-6358 PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf,to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a. If the property is owned fee simple by an INDIVIDUAL,tenancy by the entirety,tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address %of Ownership b. If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address %of Ownership THE OLD COLLIER GOLF CLUB, INC. 2550 GOODLETTE ROAD NORTH, SUITE 100, NAPLES, FL 34103 ROBERT D.CORINA,PRES;PATRICK L. UTTER,VP;CHRISTIAN SPILKER,VP MILES C. COLLIER 41.667%; BARRON G. COLLIER 41.667% INGLIS U. COLLIER 16.666% c. If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address %of Ownership Created 9/28/2017 Page 1 of 3 G ey County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239)252-2400 FAX:(239)252-6358 d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address %of Ownership e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners: Name and Address %of Ownership Date of Contract: f. If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership,or trust: Name and Address g. Date subject property acquired H Leased:Term of lease years/months If, Petitioner has option to buy, indicate the following: Created 9/28/2017 Page 2 of 3 Clo e-r County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.collieraov.net (239)252-2400 FAX:(239)252-6358 Date of option: Date option terminates: or Anticipated closing date: AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form.Any change in ownership whether individually or with a Trustee, Company or other interest-holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition,I attest that all of the information indicated on this checklist is included In this submittal package.I understand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application,all required submittal materials,and fees shall be submitted to: Growth Management Department ATTN:Business Center 2800 North Horseshoe Drive Naples,FL 34104 5-21-2018 Agent/Owner Signature Date Robert J. Mulhere, FAICP, Vice President Agent/Owner Name(please print) • Created 9/28/2017 Page 3 of 3 {1eRi{)�\111Aw•?.....b�`{A%•eti{ea yial eti•e'v• st•ItNl{ 'A lta• a• a{ {t�Ikal•It�\{l a{eti{yea{, >`I {Itl,l• aU 4e�l1' ,.• f M,.•!N ..:i-. N) N'N � •_• N N N� N'N M•N NI• ' . M M'1'..\ N. N'N N �•, •• `�+�i A�•�`.Ai htiA,•,gip 111A 11RA 1 R�A•SA�•SArI SA 1 RA.c. ,,4-7."#/ ISA I RA 1}'�d{ISA• A hSAI•\'A�•Ia A11 SA 1 Sd•A 1(RA hRA�I?Pi•RAI•IS AI.1\A Z{� —^ �t0;IT. *t a . ..z. _it0 r I! b a ..•. ,4, .... , . z.,.. .,, ::-�! , ', ._. , ,,,,,._ r ilepartmetit of Oulu - • t= •1• • R •`• (0: �h •'• I certify the attached is a true and correct copy of the Articles of Amendment, 1, PP;AolD `_\ filed on July 23, 1999, for THE COLLIER GOLF CLUB, INC. changing its name • :_. to THE OLD COLLIER GOLF CLUB, INC., a corporation organized under the laws of the State of Florida, as b rityd., a ords of this office. -:'fir,' The document number • orporation is P9:at1 9 170. •a. ' ' iR: 2580 PG: 1197 %( 15 A.r 1 • ;it); 0 T 0 'ID In 1+[I IA mg 1D3 of C011I6R COUNTY, !1 Z: •,. 0: t't:99 a 18. btGB! I. BROCK, CLUE +tiY �. RiC ill 1o.se -4"- Q COPIES 2.00 Q :t: R�tA:s�Rox :. 1�1 �s.� (t) COLLIER 1 ' •• • ;fir 1 A 'IL M • S - AP ' 103 'a' i,V;• AV -A(=\ •i •�: •1.a .u• .'/-'; Given • under my hand and the '0 �(=U Great Seal of the State of Florida •.- ��_ at Tallahassee, the Capitol, this the a0: �� Third day of August, 1999 '•-• i s AQ •A• .:::... it; •3. Atli' 4.- ` •\•411';,-s1. Hfl( onw�i �I:, tlirririt {tirn r.A OA O �rrrrt;trn lit ;`tatr Q. •,iPO-IrP'•".• l•IA.I•N, A �•I R• a•'a• • • • • .0, • y{ O. TA•:— • 1 •• ♦• a• a1 ;• O �iV,• •,!;♦".N•r•••.'N.I1.M M N'N•N:� N M N.'M, •'.-; M l a. 4, Ate•0 %\f •. f!. •• i A4h\Aa.46A,h�A,0K;-.414-WIAA•R •iA•\s•�A•RA• -A•%."•R'A1 .R- 1 aIRAIRAI•01*R'I^ Ilr`d 1` O •tRdd•1iR4(I1RAtir M{ 1` ATTACHMENT "A" . ** OR: 2580 PG: 1198 *** _ -. U 1 ARTICLES OF AMENDMENT F1L E D TO 99 ji n ARTICLES OF INCORPORATION 23 r. PH 4' 43 OFTHE COLLIER GOLF CLUB, INC. T A�LANass(-E.FLO/r` RIOq Pursuant to the provisions of section 607.1006, Florida Statutes, this Florida profit corporation adopts the following articles of amendment to its articles of incorporation: FIRST: The name of the corporation(the "Corporation") shall be changed to: The Old Collier Golf Club, Inc. ER CSECOND: These Articles of • • dt e. •-l. -• 15, 1999. • THIRD: These Articles .f •..• ndment were adop 4 sole incorporator without shareholder action ands B.• o 4e coon .. re., ' -•. lir IN WITNESS : IaF; thIllts T the sole incorporator of the Corporation, for the . •-: •o = ,•. ' - ii.•rpoL. les of Incorporation, has executed these Articles o • I fill nit • •+ 'c _`t Inc: ,. • . 15*day of July, 1999. r ' Signatt = ..rator: /- 74.-- ii, Te ' L. Flora So Incorporator TIF.7/1sro9 - . -4 c'•v_ I'r_,'•'r�••Y_.,•',' •vy1Yy.1' Lo.1v_.)\I/r'N111rsI,1/0,1,4rAt//_ 11),_k•f. /eS1//aA•ra1INtilNrYI,(llr�lllr-.,•Je-..�I1r�111a111r�1•Irfr� kiln1cI, r� . I�i Ir:r V,�', I.'.I,\%I;‘.-A I1-/,•:4r,11cri11v1,ICA(I%•A(I1'e(II•r1, .I',,;.--/(Iila10-A4\I\AII,'A(PI\A1111AIII\W.KiNIL.g/1CA(4KW.,SAI/IM'. .s. • • ,_ '': -/. •'• • Of :1 1 It �. Aft 0 ' ti�j�C c .,t,._ "• OM .:,.. .. , akii, is i��..._.. v iippi 7.k I I- .Aim '+ •0.r Qi. • • = 1vpartmPttt of 'OtutP r1 \Ij1 �-•� :;;;IQ I certify the attached is a true and correct copy of the Articles of Amendment, L : I. e.,_15 filed on March 16, 1999, to • Articles of Incorporation for TRACT 21 .,�. DEVELOPMENT, INC. which changed its name to THE COLLIER GOLF CLUB, �, -IV �__--mac ds of this office. "'• INC., a Florida corporation,7-sh �ryc � i©:. tilji The document number of scorporation is P98 P00 170. 0... ci ,..-i.:,;,_ • � ( 1 'Vo". 55� pc; 41034-.-. lC 4�-- e'RD{D in ' DS of COLLIER COUNTY, t6 t�: B •Ij,) � Oir/IO/1 '9 kat 0 :21 II HT 8. BROCK, CLERK 0: RBC ?BB 10.50 j `I:I; Ratn:AttN�HA J0� D N k • aji COLLIER DEVE OPjIN 0 RP 'tO 3003 KIR, 4k,/ .I\ �T ,10- -ji- -I 3- Haff4 I3 t''. -1jI_ .(:4�• (IV• •:,. • ,1:ri Given under my hand and the Great Seal of the State of Florida -.?,41:1:-. at Tallahassee,the Capitol, this the to- tl.tl (k... It14.14gt *17 Nineteenth day of March, 1999 i13.- of f `L=1, to' •••1ri CR2E022. 41 991 ```LL-t'Clar11 of �I:tt'• •iV• .• iI jtii ;1 jl„ I/ I i •1r�N1r±t,11><`1./r+�ll/r`l1/r�\1 r�`Ilr� l)i.N..KI/r^��1 1 ♦I s• 1 11 ♦1 ,• s 1 ...A.,„,,,,,�11 Ilf 11'.ktr. NM �•;'\M1''�(0•1••0 (0.0/)..01 N/_`M/111�'-N'-- M• M•..is ) •. .- NeiMCN•••A M ,..^I�• • . .. .... ,...:. .. ... ... ,....:41N111;•,00) I.M 1,,N 1.�e1/.%r.I.\/(111/(1\I+r(l01.•i•r(•I�a(/11A(/l, 1i1\AI+\\A I AA I�A/i IVA 1%A 1 I•t \A(/•+A(I'ql,I1A(11K;ii•1A/I1%•A I '... KJ« UH: OD/ rL7: ulu7 . • . ARTICLES OF AMENDMENT • TO flLED ARTICLES OF INCORPORATION gg �6 AM 9: 20 OF TRACT 21 DEVELOPMENT, INC. T qal-trit E FLORIDA Pursuant to the provisions of section 607.1006, Florida Statutes, this Florida profit corporation adopts the following articles of amendment to its articles of incorporation: FIRST: The name of the corporation(the "Corporation") shall be changed to: The Collier Golf Club, Inc. SECOND: These Articles of Amendment -e-ado ted March 15, 1999. QEF` COu THIRD: These Articles of A •rt• Tenf—were ac p +fib the sole incorporator without shareholder action and shareho eC. ion was not require . IN WITNESS WH ' :e , 1 : . d _ ,' - ` he sole incorporator of the • Corporation, for the pu ••se me i g h ii p fl ra‘ f s • rti les of Incorporation, has executed these Articles of •t - e , if I i(t o this 15th day of March, 1999. Signature by i c, orator: 7,-/TE Ter L. Flora So Incorporator 1 I TI.F 3/IS/99 t 1 2413813 OR: 2496 PG: 0597 11C01010 In OUICIAL MUDS of C011.111 COUP?!, Pt U/29/f6 it 01:2208 011081 I. IIOCt, CLII[ COLS 1.29200,00 Prepared by and return to: AIC III 100.50 Collier Devekpaseat Corporatto■ DOC-.70 5010{.40 3003 Tamla I Trail North Naples,Florida 34103 COPIIS 22.00 Attention: S.Baldwin Itto:SHAlON !ADM Ta:Folio:00154760005 COLL111 DIYILOPNINi 00156800002 3003 1ANIAN1 HAIL N 0015741102 NAP113 ft 34103 This arca is reserved for recordists information. SPECIAL WARRANTY DEED THIS INDENTURE,made thIsZa y of 1)1124.4.v.t.241.t../ 1998, between COLLIER DEVELOPMENT CORPORATION, a Florida corporation, Grantor, and TRACT 21 DEVELOPMENT, INC., a Florida corporation, whose address I. 3003 Tamiami Trail North, Naples, Florida 34103, of the County of Collier,State of Florida,Grantee, WITNESSETH: That said Grantor,for and In consideration of the sum of TEN Dollars,and other good and valuable consideration of said Grantor in hand paid by said Grantee,the receipt whereof is hereby acknowledged, has granted, bargained and sold to the said Grantee, and Grantee's heirs and assigns forever,the following described land,situated,lying and being in Collier County,Florida,to wit: SEE EXHIBIT"A"ATTACHED HE' a PRATED HEREIN BY REFERENCE SUBJECT TO: CJ V d`' 1. Taxes for the ye of "a,i , I suboequue y ars. 2. Applicable zoni g la , •au -.nd • •' se I ,ns. .3. That the prem - a e n1.1r.., G otor, 4. Matters of pub!e 1• (it n• ' • t •po a th•same). 3. Less and exce• • • -•• .33;1.: G fel,gar and minerals located on, within an•tea•er the Property, a whi • Is of been reserved to prior owners. These a+, • are expressly not in ;t.-d • In is& onveyance. • and Grantor will warrant and defend(yid,. . hereby cony 1a�st the lawful claims and demands of all persons claiming by,through,or sande +•a••,,�a r „ I •.rb• e . IN WITNESS WHEREOF,Grantor has hereunto set Grantor's hand and seal the day and year first above written. COLLIER DEVELOPMENT , CORPORATION,a Florida corporation Print N me S_ • e , 7�tXX1n. 'is-1 Print me is . tS:eillIuw'Iy: __.v,/ Jeffrey M.Bir ice President a Corporate Seal STATE OF FLORIDA § COUNTY OF COLLIER§ The foregoing Instrument was acknowledged before me this 0day of kubli}yer ,1998,by Jeffrey M.Barr,as Vice President of COLL' • DE ,...,a PME ilk CORPORATION,a Florida corporation,on behalf of s .' •rporati'•1.Z Is •all kno • ••e. 1111.11 i I. �1'/ .1. (No Nota— 'u•lk—Sharon R.Rowla" •••^^4aneiVANO Com••• ion Number:CC644654 •'•"•'^r ROW Commission Expiration Date:June 8,2001 '703ITRA Page 1 afx 2.2. NoisyrM1tONruAOfI Pubss• airbagoills tW commie/160o aOMM I OR: 2496 PG: 0598 LAND DESCRIPTION OF PARCEL NO.I A PARCEL OF LAND LYING IN SECTION 21,TOWNSHIP 48 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 21;THENCE NORTH 89°50'30" WEST ALONG THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER(SE 114)OF SAID SECTION 21 FOR A DISTANCE OF 995.63 FEET; THENCE LEAVING SAID SOUTHERLY LINE NORTH 00°09'30" EAST FOR A DISTANCE OF 100.00 FEET TO AN INTERSECTION WITH A LINE 100.00 FEET NORTHERLY OF AND PARALLEL WITH THE SAID SOUTHERLY LINE OF THE SOUTHEAST QUARTER (SEI/4) OF SECTION 21; THENCE NORTH 89°50'30" WEST ALONG SAID PARALLEL LINE FOR A DISTANCE OF 401.04 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL NO.1; THENCE NORTH 89°50'30"WEST CONTINUING ALONG SAID PARALLEL LINE FOR A DISTANCE OF 1260.12 FEET TO AN INTERSECTION WITH A LINE 30.00 FEET EASTERLY OF AND PARALLEL WITH THE EASTERLY LINE OF THE SOUTHWEST QUARTER(SWI/4)OF SAID SECTION 21; THENCE NORTH 01°32'23" WEST ALONG SAID PARALLEL LINE FOR A DISTANCE OF 440,86 FEET; THENCE LEAVING SAID PARALLEL LINE SOUTH 88027'37" WEST FOR A DISTANCE OF 30.00 FEET TO AN INTERSECTION WITH THE SAID EASTERLY LINE OF THE SOUTHWEST QUARTER (SWI/4)OF SECTION 21; THENCE NORTH 01°32'23" WEST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 890.00 FEET; THENCE LEAVING SAID EASTERLY LINE NO. . .••'51'48" WEST ALONG A LINE PARALLEL WITH THE SOUTHERLY LINE OF SO 40T • UARTER OF SECTION 21 FOR A DISTANCE OF 1350.98 FEET TO AN E`Sj,S:+ro e' 7447'E EASTERLY LINE OF THE WEST ONE-HALF(WI/2)OF THE SAID SO+ ��_) ,• T QUARTER •1� • SECTION 21; THENCE NORTH 01"52'47" WE •NG SAID EASTERL . ' FOR A DISTANCE OF 621.76 FEET TO AN INTERSECTION TH . ' .71 FEET NORT• RL OF AND PARALLEL WITH THE SOUTHERLY LINE OF T E •R" E-HA )OF 1E •UTH ONE-HALF(SU2)OF THE NORTHWEST QUARTER N 1 • Ti • ; IU. I•TE' (SWI/4)OF SAID SECTION 21; 7 THENCE SOUTH 89°57'13" ES ON+ SAI • . ` ;E O• A DISTANCE OF 1304.52 FEET TO AN INTERSECTIO y + t' .11 T EA. R F AND PARALLEL WITH THE WESTERLY LINE OF SA It•B. •N 21, ID +,•BE " f E STERLY RIGHT-OF-WAY LINE OF COUNTY ROAD C-90 • THENCE NORTH 02°13'17" W • LONG SAID RIG-‘I,. THENCE V NE FOR A DISTANCE OF 1473.46 FEET TO AN INTERS.e • WITH A LINE . .4t,' .ET SOUTHERLY OF AND PARALLEL WITH THE NORTHE• . OF SAID SECTI•• THENCE LEAVING SAID EASTERL '! • • H 89°33'45" EAST ALONG SAID PARALLEL LINE FOR A DISTANCE ! I ^? • • AN INTERSECTION WITH THE SOUTHERLY LINE OF BULKHEAD LINE NO. • •DED IN PLAT ROOK I,PAGE 16 OF THE PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA; THENCE SOUTH 20°30'21"EAST ALONG SAID LINE FOR A DISTANCE OF 37.72 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY, SOUTHEASTERLY, EASTERLY, NORTHEASTERLY AND NORTHERLY CONTINUING ALONG SAID LINE AND ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 400.00 FEET,A CENTRAL ANGLE OF 157°43'80" FOR AN ARC DISTANCE OF 1101.1 7 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY, NORTHEASTERLY, EASTERLY, AND SOUTHEASTERLY CONTINUING ALONG SAID LINE AND ALONG SAID CURVE,CONCAVE SOUTHEASTERLY,HAVING A RADIUS OF 500.00 FEET,A CENTRAL ANGLE OF 124°16'03"FOR AN ARC DISTANCE OF 1084.44 FEET TO A POINT OF TANGENCY; THENCE SOUTH 53°58'08"EAST FOR A DISTANCE OF 505.81 FEET TO AN INTERSECTION WITH THE WESTERLY LINE OF LANDS DESCRIBED IN OFFICIAL RECORD BOOK 1355, PAGE 1011, PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA; THENCE SOUTH 00°39'10" EAST ALONG SAID WESTERLY LINE FOR A DISTANCE OF 1066.03 FEET TO THE SOUTHWEST CORNER OF SAID LANDS; THENCE NORTH 89°20'50" EAST ALONG THE SOUTHERLY LINE OF SAID LANDS FOR A DISTANCE OF 50.00 FEET TO AN INTERSECTION WITH THE WESTERLY LINE OF WALKERBILT ROAD AS DESCRIBED IN DEED BOOK 33, PAGE 279,PUBLIC RECORDS OF COLLIER COUNTY. FLORIDA; THENCE SOUTH 00°39'10"EAST ALONG SAID WESTERLY LINE FOR A DISTANCE OF 60.00 FEET TO AN INTERSECTION WITH THE SOUTHERLY LINE OF SAID WALKERBILT ROAD; THENCE NORTH 89°20'50" EAST ALONG SAID SOUTHERLY LINE FOR A DISTANCE OF 600.21 FEET; THENCE NORTH 89°21'48" EAST CONTINUING ALONG SAID SOUTHERLY LINE FOR A DISTANCE OF 731.07 FEET TO THE NORTHWEST CORNER OF LANDS DESCRIBED IN OFFICIAL RECORD BOOK 1219,PAGE 1672,PUBLIC RECORDS OF COLLIER COUNTY,FLORIDA; • Pap 2of22 SE(.'1'ION 21 1 OR: 2496 PG: 0599 LAND DESCRIPTION OF PARCEL NO.I CONTINUED THENCE SOUTH 00°43'07" EAST ALONG THE WESTERLY LINE OF SAID LANDS FOR A DISTANCE OF 300.00 FEET; —THENCE NORTH 89°21'48" EAST ALONG THE SOUTHERLY LINE OF SAID LANDS FOR A DISTANCE OF 300.00 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OFTAMIAMI TRAIL(U.S.41,S.R.45); THENCE SOUTH 00°43'07" EAST ALONG SAID WESTERLY RIGHT-OF-WAY LINE FOR A DISTANCE OF 505.65 FEET; THENCE LEAVING SAID WESTERLY LINE SOUTH 89°16'53" WEST FOR A DISTANCE OF 55.53 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 250.00 FEET, A CENTRAL ANGLE OF 62-55'02" FOR AN ARC DISTANCE OF 274.53 FEET TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE; THENCE SOUTH 00°09'30"WEST FOR A DISTANCE OF 631.93 FEET; THENCE NORTH 89°50'30"WEST FOR A DISTANCE OF 154.92 FEET; THENCE SOUTH 00°09'30"WEST FOR A DISTANCE OF 5.00 FEET; THENCE NORTH 89°50'30"WEST FOR A DISTANCE OF 801.92 FEET; THENCE SOUTH 00°42'02" EAST FOR A DISTANCE OF 1210.87 FEET TO THE POINT OF BEGINNING; CONTAINING 244.233 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI.BARBER&BRUNDAGE,INC. PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L. SHEPHARD,P.S.M.NO.2474 REF:ABB DRAWING FILE NO.6627 r COUNT c 0 ' . 0-\ „ Page 3 of 22 SECTION 21 OR: 2496 PG: Q64Q LAND DESCRIPTION OF PARCEL NO.2 A PARCEL OF LAND LYING IN SECTION 21,TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER(SE 114)OF SAID SECTION 2 1; THENCE SOUTH 89'50'41 " WEST ALONG THE NORTHERLY LINE OF SAID SOUTHEAST QUARTER (SEU4) FOR A DISTANCE OF 818.47 FEET; THENCE LEAVING SAID NORTHERLY LINE NORTH 00"40'47" WEST FOR A DISTANCE. OF 1I.87 FEET TO AN INTERSECTION WITH THE NORTHERLY LINE OF WALKERBILT ROAD, THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL NO.2; THENCE SOUTH 89°2 1'48" WEST ALONG SAID NORTHERLY LINE FOR A DISTANCE OF 356.00 FEET TO AN INTERSECTION WITH A LINE.PARALLEL WITH THE WESTERLY RIGHT-OF-WAY LINE OF TAMIAMI TRAIL(U.S.41-S.R.45); THENCE LEAVING SAID NORTHERLY LINE NORTH 00°40'47" WEST ALONG SAID PARALLEL LINE FOR A DISTANCE OF 599,13 FEET TO AN INTERSECTION WITH THE SOUTHERLY LINE OF BULKHEAD LINE NO. 3, AS RECORDED IN PLAT BOOK I, PAGE 16, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING A POINT OF INTERSECTION WITH A NON-TANGENT CURVE FROM WHICH THE RADIUS POINT BEARS NORTH 20°56'08"EAST; THENCE EASTERLY ALONG SAID SOUTHERLY LINE AND ALONG SAID CURVE, CONCAVE NORTHERLY,HAVING A RADIUS OF 400.00 FEET,A CENTRAL ANGLE.OF 53°03'24"FOR AN ARC DISTANCE OF 370,41 FEET TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE WHICH IS PARALLEL WITH THE AFORESAID WESTERLY RIGHT-OF-WAY LINE OF TAMIAMI TRAIL (U.S.41-S.R.45); THENCE SOUTH 0040'47"EAST ALONG SAID PARALLEL LINE FOR A DISTANCE OF 630.00 FEET TO THE POINT OF BEGINNING; CONTAINING 4.790 ACRES OF LAND, 10..BE40 e SUBJECT TO EASEMENTS AND RES': ta OF RE i• lYrr AGNOLI,BARBER&BRUNDAG IN PROFESSIONAL ENGINEERS,P AN, ERI [)LAND-R ; EYOR• RICHARD L. SHEPHARD, P.S. .N,,.2474 REF:ABB DRAWING FILE NO.662 0 ("), V L., L (Jfi� �E c40\ CTI Pale 4°422 SECTION 21 OR: 2496 PG: 0601 LAND DESCRIPTION OF PARCEL NO.3 A PARCEL OF LAND LYING IN SECTION 21,TOWNSHIP 48 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA, SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 21;THENCE NORTH 89°50'30" WEST ALONG THE SOUTHERLY LINE OF THE SOUTHEAST QUARTER(SEU4)OF SAID SECTION 21 FOR A DISTANCE OF 995.63 FEET; THENCE. LEAVING SAID SOUTHERLY LINE NORTH 00°09'30" EAST FOR A DISTANCE OF 100.00 FEET TO AN INTERSECTION WITH A LINE 100.00 FEET NORTHERLY OF'AND PARALLEL WITH THE SAID SOUTHERLY LINE OF THE SOUTHEAST QUARTER(SE 1/4)OF SECTION 2 I,THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL NO.3; THENCE NORTH 89°50'30" WEST ALONG SAID PARALLEL LINE FOR A DISTANCE OF 401.04 FEET; THENCE LEAVING SAID PARALLEL LINE NORTH 00°42'02"WEST FOR A DISTANCE OF 1210.87 FEET; THENCE SOUTH 89°50'30"EAST FOR A DISTANCE OF 801.92 FEET; THENCE NORTH 00°09'30"EAST FOR A DISTANCE OF 5.00 FEET: THENCE SOUTH 89°50'30"EAST FOR A DISTANCE OF 154.92 FEET; THENCE NORTH 00°09'30" EAST FOR A DISTANCE OF 631.93 FEET TO A POINT OF INTERSECTION WITH A NON-TANGENT CURVE FROM WHICH THE RADIUS POINT BEARS NORTH 62°11'56"EAST; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 250.00 FEET,A CENTRAL ANGLE OF 62°55'02" FOR AN ARC DISTANCE OF 274.53 FEET TO A POINT OF TANGENCY; THENCE NORTH 89°16'53"EAST FOR A D ' . a FEET; THENCE SOUTH 00°43'07"EAST FOR i T11' • ': T; THENCE NORTH 89°50'30"WEST F I`4)) CE OF ' -' ' THENCE SOUTH 45°09'30"WEST .$ ' �I!STANCE OF 151.26 1-W ; THENCE SOUTH 00°09'30"WEST I ' 1 'LICE OF 100.00 F. T; THENCE SOUTH 45°09'30"W FO' A! _TAN - '.'.I'FEE ; THENCE SOUTH 00°09'30"WE' k R A DIST • •F 390." FEET, THENCE SOUTH 45°09'30"WE.T 1 ' �� ,1' THENCE SOUTH 00°09'30" ES r -a R I r 0 FE T; TO THE POINT OF BEGINNING; v I, \ H CONTAINING 18.415 ACRES O' D,MORE OR LESS. SUBJECT TO EASEMENTS AND t RICTIONS OF REC qt' AGNOLI,BARBER&BRUNDAGE, C PROFESSIONAL ENGINEERS,PLAN ' '= • AND S 't 19 RICHARD L. SHEPHARD,P.S.M.NO.24 111 CTRL' REF:ABB DRAWING FILE NO.6627 r• Iii Page 5 of 22 SECTION 21 OR: 2496 PG: 0602 LAND DESCRIPTION OF AREA NO.I A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER(NE IN)OF SECTION 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST,COLLIER COUNTY,FLORIDA,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER (NE 1/4) OF SECTION 21; THENCE SOUTH 89°33'45" WEST ALONG THE NORTHERLY LINE OF SAID NORTHEAST QUARTER(NE 1/4)FOR A DISTANCE OF 135.16 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF TAMIAMI TRAIL (U.S. 4I-S.R. 45), THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 00°40'47" EAST ALONG SAID WESTERLY LINE. FOR A DISTANCE OF 1180.12 FEET; THENCE LEAVING SAID WESTERLY LINE SOUTH 66°24'35" WEST FOR A DISTANCE OF 271.55 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 500.00 FEET, A CENTRAL ANGLE OF 53°31'16" FOR AN ARC DISTANCE OF 467.06 FEET TO A POINT OF TANGENCY; THENCE SOUTH 12°53'19"WEST FOR A DISTANCE OF 135.24 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 36°15'24" FOR AN ARC DISTANCE OF 126.56 FEET TO A POINT OF TANGENCY; THENCE SOUTH 49°08'43"WEST FOR A DIS'T'ANCE OF 90.88 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 200.00 FEET, A CENTRAL ANGLE OF 63°46'32" FOR AN ARC DISTANCE OF 222.62 FEET TO A POINT OF TANGENCY; THENCE NORTH 67°04'45"WEST FOR A DISTANCE OF 71.32 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG S : .e'V' �°�AVE NORTHEASTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRA O�j`4 :� �'8/'y AN ARC DISTANCE OF 49.86 FEET TOA POINT OF TANGENCY; THENCE NORTH 38°30'46"WEST ' +• DISTANCE OF 94.02 4:T 0 A POINT OF CURVATURE; THENCE NORTHWESTERLY 0 + URVE, CONCA Se THWESTERLY, HAVING A RADIUS OF 100,00 FEET,A CE. ' L • • I FOR A A C DISTANCE OF 20.07 FEET TO A POINT OF TANGENCY; _ THENCE NORTH 50°00'37"W ST 1 e ' I . e : r�• 0 POINT OF CURVATURE; THENCE NORTHWESTERL AL,1 N S e•, S e U WESTERLY, HAVING A RADIUS OF 500.00 FEET,A C .k A. a •• '8' !. "'F'' N .;a DISTANCE OF 72,13 FEET TOA POINT OF TANGENCY; THENCE NORTH 58°16'3I"W -e e R A DISTANCE OF .48 EE .'Fe A POINT OF CURVATURE; THENCE NORTHWESTERLY ; G SAID CURVE, ,1.. �I 'THEASTERLY, HAVING A RADIUS OF 100.00 FEET,A CEN NGLE OF 04°53'2 ' h' RC DISTANCE OF 8.53 FEET TO A POINT OF TANGENCY; THENCE NORTH 53°23'07"WEST Fe - I .1.1 T TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG ' 17 ' I' c.e• E SOUTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGL a I'• • 'FOR AN ARC DISTANCE OF 18.41 FEET TO A POINT OF TANGENCY; THENCE NORTH 63°56'10"WEST FOR A DISTANCE OF 63.57 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 200.00 FEET,A CENTRAL ANGLE OF 16°48'22"FOR AN ARC DISTANCE OF 58.66 FEET TO A POINT OF TANGENCY; THENCE NORTH 47°07'48"WEST FOR A DISTANCE OF 9.34 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 200.00 FEET,A CENTRAL ANGLE OF 11°18'44"FOR AN ARC DISTANCE OF 39.49 FEET TOA POINT OF TANGENCY; THENCE NORTH 35°49'04"WEST FOR A DISTANCE OF 74.93 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 200.00 FEET,A CENTRAL ANGLE OF 08°26'41"FOR AN ARC DISTANCE OF 29.48 FEET TO A POINT OF TANGENCY; THENCE NORTH 44°15'45"WEST FOR A DISTANCE OF 25.27 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 5.00 FEET,A CENTRAL ANGLE OF 147°12'15"FOR AN ARC DISTANCE OF 12.85 FEET TO A POINT OF TANGENCY; THENCE SOUTH 77°03'30"EAST FOR A DISTANCE OF 119.11 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 100,00 FEET,A CENTRAL ANGLE OF 07°21'58"FOR AN ARC DISTANCE OF 12.86 FEET TO A POINT OF TANGENCY; THENCE SOUTH 69°4I'32"EAST FOR A DISTANCE OF 120.58 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 1000.00 FEET, A CENTRAL ANGLE OF 04°20'28" FOR AN ARC DISTANCE OF 75.77 FEET TO A POINT OF TANGENCY; THENCE SOUTH 74°02'00"EAST FOR A DISTANCE OF 243.78 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 900,00 FEET,A CENTRAL ANGLE OF 27°12'49"FOR AN ARC DISTANCE OF 427.47 FEET TO A POINT OF REVERSE CURVATURE; ?age f of 22 SECTION 21 - 1 LAND DESCRIPTION OF AREA NO. 1 CONTINUED OR: 2496 PG: 0603 THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 22.76 FEET,A CENTRAL ANGLE OF I18°08'04"FOR AN ARC DISTANCE OF 46.93 FEET TO A POINT OF TANGENCY; THENCE SOUTH 16°53'16"WEST FOR A DISTANCE OF 9.80 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 33°56'48"FOR AN ARC DISTANCE OF 14.81 FEET TO A POINT OF TANGENCY; THENCE SOUTH 50°50'03"WEST FOR A DISTANCE OF 126.39 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 51.63 FEET,A CENTRAL ANGLE OF 143°55'28"FOR AN ARC DISTANCE OF 129.69 FEET TO A POINT OF TANGENCY; THENCE NORTH 86°54'36"EAST FOR A DISTANCE OF 101.02 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 90°31'41" FOR AN ARC DISTANCE OF 158.00 FEET TO A POINT OF TANGENCY; THENCE NORTH 03°37'05"WEST FOR A DISTANCE OF 144.55 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 85°36'43" FOR AN ARC DISTANCE OF 149.42 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 148°23'28"FOR AN ARC DISTANCE OF 64.75 FEET TO A POINT OF TANGENCY; THENCE NORTH 59°09'40"EAST FOR A DISTANCE OF 9.62 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 175.0U FEET,A CENTRAL ANGLE OF 60°59'45" " NAP •1ANCE OF 186.30 FEET TO A POINT OF TANGENCY; THENCE SOUTH 59°50'35"EAST I •(y)• : ANCE OF 5'. ` TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY AL•? :AID CURVE, CONC •UTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CEN RA • ' •F 08°07'02"FO N RC DISTANCE OF 7.08 FEET TOA POINT OF TANGENCY; THENCE SOUTH 51°43'33"EA•T F•R A DIST . ' 4E36.3. FEET 0 A POINT OF CURVATURE; THENCE NORTHEASTERLY ALS ' r a� •R HWESTERLY, HAVING A RADIUS OF 125.00 FEET,A ,E '• L A • 4R AN RC DISTANCE OF 238.59 FEET TO A POINT OF TANG: j I r'. THENCE NORTH 18°54'52"E T 'O' 1 b „ POINT OF CURVATURE; THENCE NORTHERLYALON• D CURVF:,CONCAV: E' Y AVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE 0 '05" FOR AN ARC e•; C' 35.42 FEET TO A POINT OF TANGENCY; (5? THENCE NORTH 62°16'13"WEST I IS'T'ANCE OF 114.7' 0 A POINT OF CURVATURE; THENCE NORTHWESTERLY ALO 4I° RVE "?• NORTHEASTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL A " 27°2 'w•• AN ARC DISTANCE OF 23.95 FEET TO A POINT OF TANGENCY; THENCE NORTH 34°49'25"WEST FOR A DISTANCE OF 30.05 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 38°02'54"FOR AN ARC DISTANCE OF 33.20 FEET TO A POINT OF TANGENCY; THENCE NORTH 03°13'29"EAST FOR A DISTANCE OF 22.14 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 2.00 FEET,A CENTRAL ANGLE OF 86°18'54"FOR AN ARC DISTANCE OF 3.01 FEET TO A POINT OF TANGENCY; THENCE NORTH 89°32'23"EAST FOR A DISTANCE OF 3.07 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 73°17'49"FOR AN ARC DISTANCE OF 63.96 FEET TO A POINT OF TANGENCY; THENCE NORTH 16°14'35"EAST FOR A DIS'T'ANCE OF 80.38 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE. CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 150.00 FEET,A CENTRAL ANGLE OF 40°40'16" FOR AN ARC DISTANCE OF 106.48 FEET TO A POINT OF TANGENCY; THENCE NORTH 56°54'51"EAST FOR A DISTANCE OF 161.81 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 18°46'12"FOR AN ARC DISTANCE OF 32.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 3808'38"EAST FOR A DISTANCE OF 1,12 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 9.34 FEET,A CENTRAL ANGLE OF 137°26'21"FOR AN ARC DISTANCE OF 22.41 FEET TO A POINT OF TANGENCY; THENCE SOUTH 80°42'17"WEST FOR A DISTANCE OF 4.07 FEET 10 A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 150.00 FEET, A CENTRAL ANGLE OF 16°02'27" FOR AN ARC DISTANCE OF 42.00 FEET TO A POINT OF TANGENCY; THENCE SOUTH 64°39'50"WEST FOR A DIS'T'ANCE OF 109.93 FEET TO A POINT OF CURVATURE; Page 7 of 22 SECTION 21 LAND DESCRIPTION OF AREA NO.I CONTINUED OR: 2496 PG: 0604 THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 200.00 FEET,A CENTRAL ANGLE OF 09°17'14"FOR AN ARC DISTANCE OF 32.42 FEET TO A POINT OF TANGENCY; _ THENCE SOUTH 73°57'05"WEST FOR A DISTANCE OF 141.99 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 48°48'22" FOR AN ARC DISTANCE OF 85.18 FEET TO A POINT OF TANGENCY; THENCE NORTH 57°14'33"WEST FOR A DISTANCE OF 43.98 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 25,00 FEET,A CENTRAL ANGLE OF 66°23'10"FOR AN ARC DISTANCE OF 28.97 FEET TO A POINT OF TANGENCY; THENCE NORTH 09°08'37"EAST FOR A DISTANCE OF 23.02 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 36°39'19" FOR AN ARC DISTANCE OF 63,98 FEET TO A POINT OF TANGENCY; THENCE NORTH 27°30'42"WEST FOR A DISTANCE OF 54.66 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 18°46'56"FOR AN ARC DISTANCE OF 32.78 FEET TO A POINT OF TANGENCY; THENCE NORTH 08°43'46"WEST FOR A DISTANCE OF 88.57 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 30°31'16"FOR AN ARC DISTANCE OF 53.27 FEET TO A POINT OF TANGENCY; THENCE NORTH 3995'02"WEST FOR A DISTANCE OF 63.01 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE OF 65°58'46"FOR AN ARC DISTANCE OF 17.27 FEET TO A POINT OF TANGENCY; THENCE NORTH 26°43'45"EAST FOR A 0 1 8)& ET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALON �RVE; ►L SOUTHEASTERLY, HAVING A RADIUS OF 15.00 FEET,A CENT'. -Mt s E OF 63°14'08" : '4RC DISTANCE OF 1636 FEET TOA POINT OF TANGENCY; THENCE NORTH 89°57'52"EAS FO' A uiNTA OF 2 1 FEE TO POINT OF CURVATURE; THENCE EASTERLY ALONG ID U '� ,.•4 N VE THERL , VING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE 0 11' I. • . . I F 1'.51 FEET TO A POINT OF TANGENCY; 101 THENCE SOUTH 78°51'22"E •T I'A D• • I 7 E_ NCA 'O1NTOFCURVATURE; THENCE NORTHEASTERLY I H►=4 1. � •- WESTERLY HAVING A RADIUS OF 50.00 FEET,A CE ' L ANGLE OF 69°17' 6+'F " 4 DISTANCE OF 60.47 FEET TOA POINT OF TANGENCY; `5\ THENCE NORTH 31°51'12"EA + ' A DISTANCE OF 3� A POINT OF CURVATURE; THENCE NORTHERLY ALONG S I RVE,CONCAVE W 'f' t I HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 41° 'GI)' '1 AN ARC D `. OF 18.17 FEET TO A POINT OF TANGENCY; THENCE NORTH 09°46'56"WEST FOR A I 7'... '1 I� 1 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 12.50 FEET,A CENTRAL ANGLE OF 109°24'29"FOR AN ARC DISTANCE OF 23.87 FEET TO A POINT OF TANGENCY; THENCE SOUTH 80°22'27"EAST FOR A DISTANCE OF 32.22 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 84°32'39"FOR AN ARC DISTANCE OF 29.51 FEET TO A POINT OF TANGENCY; THENCE NORTH 15°04'54"EAST FOR A DISTANCE OF 55.90 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 125,00 FEET,A CENTRAL ANGLE OF 20°11'23"FOR AN ARC DISTANCE OF 44.05 FEET TO A POINT OF TANGENCY; THENCE NORTH 35°16'17"EAST FOR A DISTANCE OF 42.91 FEET TO AN INTERSECTION WITH THE SAID NORTHERLY LINE OF THE NORTHEAST QUARTER(NE//4)OF SECTION 21; THENCE NORTH 89°33'45"EAST ALONG SAID NORTHERLY LINE FOR A DISTANCE OF 499.78 FEET TO THE POINT OF BEGINNING; CONTAINING 27.381 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD, AGNOLI,BARBER&BRUNDAGE,INC. PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L.SHEPHARD,P.S.M.NO.2474 COURSES HEREIN REPRESENT THE APPROXIMATE MEAN HIGH WATER LINE AS DIGITIZED FROM AERIAL PHOTOGRAPHS. REF; ABB DRAWING FILE NO.6932 12-1285K8.DES Page 8 or 22 SECTION 21 OR: 2496 PG: 0605 LAND DESCRIPTION OF AREA NO.2 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER(NE 1/4)OF SECTION 21,TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY,FLORIDA,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER (NE 1/4) OF SECTION 21; THENCE SOUTH 89°33'45" WEST ALONG THE NORTHERLY LINE OF SAID NORTHEAST QUARTER (NE 1/4) FOR A DISTANCE OF 711,28 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 34°09'03"WEST FOR A DISTANCE OF 26.15 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 125.00 FEET,A CENTRAL ANGLE OF 25°37'25"FOR AN ARC DISTANCE OF 55.90 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 47°28'49"FOR AN ARC DISTANCE OF 82.87 FEET TO A POINT OF TANGENCY; THENCE SOUTH 12°17'40"WEST FOR A DISTANCE OF 17.04 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 3299'05"FOR AN ARC DISTANCE OF 56.41 FEET TO A POINT OF TANGENCY; THENCE SOUTH 20°01'25"EAST FOR A DISTANCE OF 60.31 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 111°03'30"FOR AN ARC DISTANCE OF 19.38 FEET TO A POINT OF TANGENCY; THENCE NORTH 88°57'56"WEST FOR A DISTANCE OF 145.45 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID -' INCAVE SOUTHEASTERLY, HAVING A RADIUS OF 65.00 FEET,A CENTRAL A s' E yr( oi'tr' AN ARC DISTANCE OF 101.20 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01°49'36"WEST Fe ' s STANCE OF 26.0 i 'O A POINT OF CURVATURE; THENCE SOUTHERLY ALONG I i • RVF.,CONCAVE EAS •RL HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 48°2(0rFOfrA,N ARIr TAN (3 8.44 FEET TO A POINT OF TANGENCY; THENCE SOUTH 46°30'29"E T F. ' .� S s . A DINT OF CURVATURE; THENCE SOUTHEASTERLY A ° Sr it .. S' UT WESTERLY, HAVING A RADIUS OF 65.00 FEET,A CE TN [•j °. FN .0 DISTANCE OF 47.16 FEET TOA POINT OF TANGENCY; () E THENCE SOUTH 04°56'17"EA 11 a R A DISTANCE OF .11 F ET 2 POINT OF CURVATURE; THENCE SOUTHERLY ALON CURVE,CONCAVE S E' AVING A RADIUS OF 65.00 FEET,A CENTRAL ANGLE OF '=moi 4" FOR AN ARC 01' N F�Sa 6,81 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01°03'57"WEST F r 'I�,,y��ANCE OF I I• •. $11, TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID "ail/ •IN,HAVING A RADIUS OF 65.00 FEET,A CENTRAL ANGLE OF 31°49'13" •ir° ' ANCE OF 36.10 FEET TO A POINT OF TANGENCY; THENCE SOUTH 30°45'17"EAST FOR A DISTANCE OF 196.30 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 65.00 FEET,A CENTRAL ANGLE OF 16°33'22"FOR AN ARC DISTANCE OF 18.78 FEET TO A POINT OF TANGENCY; THENCE SOUTH 1491'55"EAST FOR A DISTANCE OF 116.87 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 5.00 FEET,A CENTRAL ANGLE OF 112°52'40"FOR AN ARC DISTANCE OF 9.85 FEET TO A POINT OF TANGENCY; THENCE NORTH 81°1915"WEST FOR A DISTANCE OF 121.13 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 1290'16"FOR AN ARC DISTANCE OF 10,77 FEET TO A POINT OF TANGENCY; THENCE SOUTH 86°20'29"WEST FOR A DISTANCE OF 55.95 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 3.00 FEET,A CENTRAL ANGLE OF 57°53'33"FOR AN ARC DISTANCE OF 3.03 FEET TO A POINT OF TANGENCY; THENCE NORTH 35°45'58"WEST FOR A DISTANCE OF 106.64 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 08°50'36"FOR AN ARC DISTANCE OF 15.44 FEET TOA POINT OF TANGENCY; THENCE NORTH 44°36'35"WEST FOR A DISTANCE OF 41.70 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 23°07'13"FOR AN ARC DISTANCE OF 40.35 FEET TOA POINT OF TANGENCY; THENCE NORTH 67°43'47"WEST FOR A DISTANCE OF 42.86 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 1492'22"FOR AN ARC DISTANCE OF 24.79 FEET TOA POINT OF TANGENCY; Par 9 of 22 SECTION 21 OR: 2496 PG: 0606 LAND DESCRIPTION OF AREA NO.2 CONTINUED THENCE NORTH 53031'23"WEST FOR A DISTANCE OF 65.63 FEET TO A POINT OF CURVATURE; _ _ THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 51°23'15"FOR AN ARC DISTANCE OF 8.97 FEET TO A POINT OF TANGENCY; THENCE SOUTH 75°05'10"WEST FOR A DISTANCE OF 56.64 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 3093'10" FOR AN ARC DISTANCE OF 5.27 FEET TO A POINT OF TANGENCY; THENCE NORTH 74°41'30"WEST FOR A DISTANCE OF 83.85 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 113°36'54"FOR AN ARC DISTANCE OF 19.83 FEET TO A POINT OF TANGENCY; THENCE NORTH 38°55'23"EAST FOR A DISTANCE OF 68.97 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAW CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE OF 93°51'45"FOR AN ARC DISTANCE OF 98.29 FEET TO A POINT OF TANGENCY; THENCE NORTH 54°56'22"WEST FOR A DISTANCE OF 55.61 FEET TO A POINT OF CURVATURE: THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE OF 21°38'31"FOR AN ARC DISTANCE OF 22.66 FEET TOA POINT OF TANGENCY; THENCE NORTH 33°17'51"WEST FOR A DISTANCE OF 42.96 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 200.00 FEET,A CENTRAL ANGLE OF 37°43'39"FOR AN ARC DISTANCE OF 131.69 FEET TO A POINT OF TANGENCY; THENCE NORTH 04°25'48"EAST FOR A DISTANCE_OF 97.27 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CU hiiTERLY,HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 27°N' ' 1 0.7$, E OF 48.51 FEET TO A POINT OF TANGENCY; 0‘) THENCE NORTH 32°13'25"EAST OT$J !STANCE OF 31.99 .. + A POINT OF CURVATURE; THENCE NORTHEASTERLY A N ' RVE, CONCA S• THEASTERLY, HAVING A RADIUS OF 10.00 FEET,A CE 'O FOR A A C DISTANCE OF 7.39 FEET TOA POINT OF TANGENCY; THENCE NORTH 74°32'18"E •.•• l , T• A, INT OF CURVATURE; THENCE NORTHEASTERLY AL I • SA D ° h•.C N. RT IWESTERLY, HAVING A RADIUS OF 100,00 FEET,A C 4 • • �,7"F t• N DISTANCE OF 27.44 FEET TOA POINT OF TANGENCY; `' THENCE NORTH 58°48'51"EA •R A DISTANCE OF 9. 1 F ET .•+ POINT OF CURVATURE; THENCE NORTHEASTERLY Air ' SAID CURVE, C. t=A E 4li HWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CEN . NGLF OF 23°11'21' ^+' /C DISTANCE OF 40.47 FEET TO A POINT OF TANGENCY; THENCE NORTH 35°37'30"EAST FO'! I = NC QE6:.F TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID . . ' a r, + ' .STERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 30°1 ''"' •' ' ARC DISTANCE OF 52.78 FEET TO A POINT OF TANGENCY; THENCE NORTH 05°23'01"EAST FOR A DISTANCE OF 22.12 FEET TO AN INTERSECTION WITH THE SAID NORTHERLY LINE OF THE NORTHEAST QUARTER(NE 1/4)OF SAID SECTION 21; THENCE NORTH 89°33'45"EAST ALONG SAID NORTHERLY LINE FOR A DISTANCE OF 438.41 FEET TO THE POINT OF BEGINNING; CONTAINING 9,736 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI,BARBER&BRUNDAGE,INC. PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L SHEPHARD,P.S.M.NO,2474 COURSES HEREIN REPRESENT THE APPROXIMATE MEAN HIGH WATER LINE AS DIGITIZED FROM AERIAL PHOTOGRAPHS. REF: ABB DRAWING FILE NO.6932 12-1286K8.DES Page 10 of 22 SECTION 21 OR: 2496 PG: 0607 LAND DESCRIPTION OF AREA NO.3 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER(NE I/4)OF SECTION 21, TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY, FLORIDA,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER (NE 1/4) OF SECTION 21; THENCE SOUTH 89°33'45" WEST ALONG THE NORTHERLY LINE OF SAID NORTHEAST QUARTER (NE 1/4) FOR A DISTANCE OF 1185.49 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 3318'20"WEST FOR A DISTANCE OF 88.47 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE.OF 22°08'14"FOR AN ARC DISTANCE OF 38.64 FEET TO A POINT OF TANGENCY; THENCE SOUTH 55°26'34"WEST FOR A DISTANCE OF 88.93 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 75.00 FEET,A CENTRAL ANGLE OF 52°51'14"FOR AN ARC DISTANCE OF 69.19 FEET TO A POINT OF TANGENCY; THENCE NORTH 71°42'12"WEST FOR A DISTANCE OF 58,62 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 40°26'12"FOR AN ARC DISTANCE OF 70.58 F TO A POINT OF TANGENCY; THENCE SOUTH 67°51'37"WEST FOR A D1S"1'ANCE OF 37.72 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 100.00 FEET. A CENTRAL ANGLE OF 77°19'40" FOR AN ARC DISTANCE OF 134.96 FEET TO A POINT OF TANGENCY; THENCE SOUTH 09°28'03"EAST FOR A DISTANCE OF 72.41 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURV' CA4�ASTERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 0896'2 ' ALYCE OF 7.22 FEET TO A POINT OF TANGENCY; d�1 THENCE SOUTH 17°44'24"EAST F ' A! STANCE OF 77.80 E F A POINT OF CURVATURE; THENCE SOUTHERLY ALONG I • RYE.CONCAVE WES RL' HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 8°3. 2STO-IT-A. . . I 'TANG .0 16.24 FEET TO A POINT OF TANGENCY; THENCE SOUTH 00°52'05"W:ST ' • -,1' '.i' .• . . . O A POINT OF CURVATURE; THENCE SOUTHWESTERLY AL; I S 1 R �r ♦ a N R WESTERLY, HAVING A RADIUS OF 50.00 FEET,A CE T'.J L N 51°;;'' Fi4 N C DISTANCE OF 44.20 FEET TOA POINT OF TANGENCY; 0 THENCE SOUTH 51°30'47"W 3' $R A DISTANCE OF .44 F ET POINT OF CURVATURE; THENCE SOUTHWESTERLY `No G SAID CURVE, C2 C F. '•' HEASTERLY, HAVING A RADIUS OF 100.00 FEET,ACE y .ANGLE OF 53°25'1 S.' .7 'C DISTANCE OF 93.24 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01°S4'24"EAST Fe 'n 11 'ANCE OF 38. • ' 0 A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID ►' el/ 1,6/ti • LY,HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 23°33'48" !iv N b 1• NCE OF 41.13 FEET TO A POINT OF TANGENCY; THENCE SOUTH 25°28'12"EAST FOR A DISTANCE OF 89.38 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 75.00 FEET,A CENTRAL ANGLE OF 11°17'28"FOR AN ARC DISTANCE OF 14.78 FEET TO A POINT OF TANGENCY; THENCE SOUTH 1490'44"EAST FOR A DISTANCE OF 76.47 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 19°25'35"FOR AN ARC DISTANCE OF 10.17 FEET TO A POINT OF TANGENCY; THENCE SOUTH 05°14'51"WEST FOR A DISTANCE OF 47,81 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 30°33'14"FOR AN ARC DISTANCE OF 16.00 FEET TO A POINT OF TANGENCY; THENCE SOUTH 35°48'04"WEST FOR A DISTANCE OF 4.28 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 75°03'23"FOR AN ARC DISTANCE OF 39.30 FEET TO A POINT OF TANGENCY; THENCE NORTH 69°08'33"WEST FOR A DISTANCE OF 31.21 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 75.00 FEET,A CENTRAL ANGLE OF 48°46'41"FOR AN ARC DISTANCE OF 63.85 FEET TO A POINT OF TANGENCY; THENCE NORTH 20°21'52"WEST FOR A DISTANCE OF 50.11 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 75.00 FEET,A CENTRAL ANGLE OF 34°43'29"FOR AN ARC DISTANCE OF 45.45 FEET TO A POINT OF TANGENCY; THENCE NORTH 14°21'36"EAST FOR A DISTANCE OF 34.37 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 75.00 FEET,A CENTRAL ANGLE OF 13°23'48"FOR AN ARC DISTANCE OF 17,54 FEET TO A POINT OF TANGENCY; Pair II o(22 SECTION 21 E. PUBLIC FACILITIES 1. Ex.V.E.1 Provide the existing Level of Service Standard (LOS) and document the impact the proposed change will have on the following public facilities: Ex.V.E.1 Potable Water Ex. V.E.1 Sanitary Sewer Ex. V.E.3 Arterial & Collector Roads; Name specific road and LOS Ex. V.E.1 Drainage Ex. V.E.1 Solid Waste Ex. V.E.1 Parks: Community and Regional If the proposed amendment involves an increase in residential density, or an increase in intensity for commercial and/or industrial development that would cause the LOS for public facilities to fall below the adopted LOS, indicate mitigation measures being proposed in conjunction with the proposed amendment. (Reference Capital Improvement Element Objective 1 and Policies) 2. Ex.V.E.2 Provide a map showing the location of existing services and public facilities that will serve the subject property (i.e.water, sewer, fire protection, police protection,schools and emergency medical services. 3. Ex. V.E.1 Document proposed services and public facilities, identify provider,and describe the effect the proposed change will have on schools, fire protection and emergency medical services. F. OTHER Identify the following areas relating to the subject property: Ex. V.F.1 Flood zone based on Flood Insurance Rate Map data (FIRM). N/A Location of wellfields and cones of influence, if applicable. (Identified on Collier County Zoning Maps) N/A Traffic Congestion Boundary, if applicable Ex.V.B.I Coastal Management Boundary, if applicable N/A High Noise Contours (65 LDN or higher) surrounding the Naples Airport, if applicable (identified on Collier County Zoning Maps). G. SUPPLEMENTAL INFORMATION N/A $16,700.00 non-refundable filing fee made payable to the Board of County Commissioners due at time of submittal. (Plus proportionate share of advertising costs) Yes $9,000.00 non-refundable filing fee for a Small Scale Amendment made payable to the Board of County Commissioners due at time of submittal. (Plus proportionate share of advertising costs) Yes Proof of ownership (copy of deed) Yes Notarized Letter of Authorization if Agent is not the Owner(See attached form) Yes 1 Original and 5 complete, signed applications with all attachments including maps, at time of submittal. After sufficiency is completed, 25 copies of the complete application will be required. * If you have held a pre-application meeting and paid the pre-application fee of $250.00 at the meeting, deduct that amount from the above application fee amount when submitting your application. All pre-application fees are included in the total application submittal fee. Otherwise the overage will be applied to future proportionate share advertising costs. * Maps shall include: North arrow, name and location of principal roadways and shall be at a scale of 1"=400' or at a scale as determined during the pre-application meeting. 5 H:\2018\2018015\SSGMPA\Resubmittal\GMPA application(revised 5-21-2018).docx V. REQUIRED INFORMATION: NOTE: ALL AERIALS MUST BE AT A SCALE OF NO SMALLER THAN l"=400'. At least one copy reduced to 8- 1/2 x 11 shall be provided of all aerials and/or maps. A. LAND USE Ex.V.A.1 Provide general location map showing surrounding developments (PUD, DRI's, existing zoning) with subject property outlined. Ex.V.A.2 Provide most recent aerial of site showing subject boundaries, source,and date. Ex.V.A.1 Provide a map and summary table of existing land use and zoning within a radius of 300 feet from boundaries of subject property. B. FUTURE LAND USE AND DESIGNATION Ex.V.B.1 Provide map of existing Future Land Use Designation(s) of subject property and adjacent lands,with acreage totals for each land use designation on the subject property. C. ENVIRONMENTAL N/A Provide most recent aerial and summary table of acreage of native habitats and soils occurring on site. HABITAT IDENTIFICATION MUST BE CONSISTENT WITH THE FDOT-FLORIDA LAND USE, COVER AND FORMS CLASSIFICATION SYSTEM (FLUCCS CODE). NOTE:THIS MAY BE INDICATED ON SAME AERIAL AS THE LAND USE AERIAL IN "A" ABOVE. N/A Provide a summary table of Federal (US Fish & Wildlife Service) and State (Florida Game & Freshwater Fish Commission) listed plant and animal species known to occur on the site and/or known to inhabit biological communities similar to the site (e.g. panther or black bear range, avian rookery, bird migratory route, etc.),Identify historic and/or archaeological sites on the subject property. D. GROWTH MANAGEMENT Reference F.A.C. Chapter 163-3177 and Collier County's Capital Improvements Element Policy 1.1.2(Copies attached). 1. INSERT "Y" FOR YES OR "N" FOR NO IN RESPONSE TO THE FOLLOWING: N Is the proposed amendment located in an Area of Critical State Concern? IF so,identify area located in ACSC. N Is the proposed amendment directly related to a proposed Development of Regional Impact pursuant to Chapter 380 F.S. ? Y Is the proposed amendment directly related to a proposed Small Scale Development Activity pursuant to Subsection 163.3187 (1)(c), F.S. ? N Does the proposed amendment create a significant impact in population which is defined as a potential increase in County-wide population by more than 5%of population projections? (Reference Capital Improvement Element Policy 1.1.2). If yes, indicate mitigation measures being proposed in conjunction with the proposed amendment. N Does the proposed land use cause an increase in density and/or intensity to the uses permitted in a specific land use designation and district identified (commercial, industrial,etc.) or is the proposed land use a new land use designation or district? If so, provide data and analysis to support the suitability of land for the proposed use,and of environmentally sensitive land, ground water and natural resources. 4 1:\201812018015\SSGMPA\Resubmittal\GMPA application(revised 5-21-2018).docx F. If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership,or trust. Name and Address G. Date subject property acquired ( ) leased ( ): Term of lease yrs./mos. If, Petitioner has option to buy,indicate date of option: and date option terminates: , or anticipated closing: H. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. III. DESCRIPTION OF PROPERTY: A. LEGAL DESCRIPTION See Attachment "A" for Special Warranty Deed B. GENERAL LOCATION Southwest corner of the intersection of Main House Drive and U.S. 41 C. PLANNING COMMUNITY North Naples D. TAZ 77 E. SIZE IN ACRES 3.4± F. ZONING PUD G. SURROUNDING LAND USE PATTERN See Exhibit "V.B.1" Future Land Use Map H. FUTURE LAND USE MAP DESIGNATION(S) Mixed Use District/Urban Residential Subdistrict ^ . IV. TYPE OF REQUEST: A. GROWTH MANAGEMENT PLAN ELEMENT (S) TO BE AMENDED: Housing Element Recreation/Open Space Traffic Circulation Sub-Element Mass Transit Sub-Element Aviation Sub-Element Potable Water Sub-Element Sanitary Sewer Sub-Element NGWAR Sub-Element Solid Waste Sub-Element Drainage Sub-Element Capital Improvement Element CCME Element X Future Land Use Element Golden Gate Master Plan Immokalee Master Plan B. AMEND PAGE (S) N/A OF THE ELEMENT AS FOLLOWS: (Use Strike through to identify language to be deleted; Use Underline to identify language to be added). Attach additional pages if necessary: C. AMEND FUTURE LAND USE MAP(S) DESIGNATION FROM N/A TO D. AMEND OTHER MAP(S) AND EXHIBITS AS FOLLOWS: (Name & Page #) Exhibit IV.D.1 (Activity Center Index Map) and Exhibit IV.D.2 (Activity Center#2 Map) E. DESCRIBE ADDITIONAL CHANGES REQUESTED: N/A 3 H:\2018\2018015\SSGMPA\Resubmittal\GMPA application(revised 5-21-2018).docx II. Disclosure of Interest Information: A. If the property is owned fee simple by an INDIVIDUAL,Tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest. (Use additional sheets if necessary). Name and Address Percentage of Ownership B. If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each. Name and Address Percentage of Stock The Old Collier Golf Club, Inc. 100% 2550 Goodlette Road, Suite 100 Naples, FL 34103 Robert Corina, Pres., Patrick Utter,V. Pres; Christian Spilker, V. Pres. C. If the property is in the name of a TRUSTEE,list the beneficiaries of the trust with the percentage of interest. Name and Address Percentage of Interest D. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners. Name and Address Percentage of Ownership E. If there is a CONTRACT FOR PURCHASE,with an individual or individuals,a Corporation,Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners. Name and Address Percentage of Ownership Date of Contract: 2 H:\2018\2018015\SSGMPA\Resubmittal\GMPA application(revised 5-21-2018).docx APPLICATION FOR A REQUEST TO AMEND THE COLLIER COUNTY GROWTH MANAGEMENT PLAN APPLICATION NUMBER: DATE RECEIVED: PRE-APPLICATION CONFERENCE DATE: DATE SUFFICIENT: This application, with all required supplemental data and information, must be completed and accompanied by the appropriate fee, and returned to the Growth Management Department, Zoning Division, Comprehensive Planning Section, 2800 North Horseshoe Drive, Naples, Florida 34104. 239-252- 2400. The application must be reviewed by staff for sufficiency within 30 calendar days following the filing deadline before it will be processed and advertised for public hearing. The applicant will be notified in writing, of the sufficiency determination. If insufficient,the applicant will have 30 days to remedy the deficiencies. For additional information on the processing of the application, see Resolution 97-431 as amended by Resolution 98-18 (both attached). If you have any questions, please contact the Comprehensive Planning Section at 239-252-2400. SUBMISSION REQUIREMENTS I. GENERAL INFOMRATION A. Name of Applicant Patrick L. Utter,Vice President Company The Old Collier Golf Club, Inc. Address 2550 Goodlette Road North, Suite 100 City Naples State FL Zip Code 34013 Phone Number 239-434-4049 Fax Number N/A B. Name of Agent* Robert J. Mulhere, FAICP,Vice President • THIS WILL BE THE PERSON CONTACTED FOR ALL BUSINESS RELATED TO THE PETITION. Company Hole Montes, Inc. Address 950 Encore Way City Naples State FL Zip Code 34110 Phone Number 239-254-2000 Fax Number 239-254-2099 C. Name of Owner (s) of Record The Old Collier Golf Club, Inc. Address 2550 Goodlette Road North,Suite 100 City Naples State FL Zip Code 34103 Phone Number 239-434-4049 Fax Number N/A D. Name, Address and Qualifications of additional planners,architects, engineers, environmental consultants and other professionals providing information contained in this application. Norm Trebilcock, P.E. Dominick J. Amico, P.E. Trebilcock Consulting Solutions, PA Agnoli, Barber, & Brundage, Inc. 1205 Piper Boulevard,Suite 202, Naples, FL 34110 7400 Tamiami Trail N., Naples, FL 34108 Telephone:239-566-9551 Telephone: 239-597-3111 Email: ntrebilcock@trebilcock.biz Email: amico@abbinc.com 1 H:\2018\2018015\SSGMPA\Resubmittal\GMPA application(revised 5-21-2018).docx Consistency with FLUE Objective 7: Promote smart growth policies, reduce greenhouse gas emissions, and adhere to the existing development character of the Collier County, where applicable, and as follows: Policy 7.1: The County shall encourage developers and property owners to connect their properties to fronting collector and arterial roads, except where no such connection can be made without violating intersection spacing requirements of the Land Development Code. The property is located on the southwest corner of the intersection of a local road, Main House Drive, and an arterial road, US 41. Access will be via an existing access point to Main House Drive. Policy 7.3: All new and existing developments shall be encouraged to connect their local streets and/or interconnection points with adjoining neighborhoods or other developments regardless of land use type. The interconnection of local streets between developments is also addressed in Policy 9.3 of the Transportation Element. Main House Drive provides connectivity directly to The Old Collier Golf Club, and indirectly to residential and commercial development to the north via Walkerbilt Road, achieving this objective. Page 4 of 4 H:\2018\2018015\PUDA\Resubmittal\Attachment B-Justification&Supplemental SSGMPA&PUD(5-21-18).docx The subject property is located just outside the Mixed Use Activity Center #2, and is designated Urban on the FLUM. As the property was previously found consistent with and considered within the Activity Center boundary, the proposed amendment will be correcting an error on the FLUM and provide consistency between the PUD which allows commercial uses and the GMP. Such uses are commonly found in Urban areas and will be compatible with the surrounding area, as there are developed commercial uses to the north, east, and south of the property. Policy 1.4: Through the magnitude, location and configuration of its components, the Future Land Use Map shall be designed to coordinate land use with the natural environment including topography, soil and other resources;promote a sound economy; coordinate coastal population densities with the Regional Hurricane Evacuation Plan; and discourage unacceptable levels of urban sprawl. The subject site has been approved for commercial development and is within the urban area. The proposed amendment furthers this policy by allowing infill development of uses compatible to adjacent, existing development, therefore reducing urban sprawl. Additionally, natural resources are preserved as the property is already cleared of vegetation and filled and development will not result in the loss of native vegetation or habitat. Consistency with FLUE Objective 5: Implement land use policies that promote sound planning, protect environmentally sensitive lands and habitat for listed species while protecting private property rights, ensure compatibility of land uses and further the implementation of the Future Land Use Element. Policy 5.5: Discourage unacceptable levels of urban sprawl in order to minimize the cost of community facilities by: confining urban intensity development to areas designated as Urban on the Future Land Use Map... The property is bordered on one side by a principal arterial, can be served by Collier County utilities (water and sewer), served by CAT transit services, and all other types of public service facilities. Additionally, the proposed amendment allows uses adjacent to existing development. As a result, the proposed amendment is consistent with this policy in that it reduces urban sprawl. Policy 5.6: New developments shall be compatible with, and complementary to, the surrounding land uses, as set forth in the Land Development Code (Ordinance 04-41, adopted June 22, 2004 and effective October 18, 2004, as amended). The proposed commercial uses are compatible with and complementary to the surrounding land uses. To the north and east is The Old Collier Golf Course, which is also a part of the Collier Tract 21 PUD. To the west, across US 41, is Germain BMW of Naples; catty-corner is the Watermark Grille; and to the south is Wal-Mart Supercenter. Page 3 of 4 H:\2018\2018015\PUDA\Resubmittal\Attachment B-Justification&Supplemental SSGMPA&PUD(5-21-18).docx Consistency with Florida Statutes and Collier County GMP: Section 163.3187(1), Florida Statutes: 1. A small scale development amendment may be adopted under the following conditions: a. The proposed amendment involves a use of 10 acres or fewer and: The proposed amendment is limited to limited to a parcel approximately 3.40 acres in size. b. The cumulative annual effect of the acreage for all small scale development amendments adopted by the local government does not exceed a maximum of 120 acres in a calendar year. The proposed amendment involves a use of approximately 3.40 acres. As it is the beginning of the year, it is safe to assume that Collier County has not exceeded the maximum of 120 acres. c. The proposed amendment does not involve a text change to the goals, policies, and objectives of the local government's comprehensive plan, but only proposes a land use change to the future land use map for a site- specific small scale development activity. However, text changes that relate directly to, and are adopted simultaneously with, the small scale future land use map amendment shall be permissible under this section. The amendment proposes a boundary change to the Activity Center #2 Map to allow development of the subject property with commercial uses allowed per zoning. d. The property that is the subject of the proposed amendment is not located within an area of critical state concern, unless the project subject to the proposed amendment involves the construction of affordable housing units meeting the criteria of S. 420.0004(3), and is located within an area of critical state concern designated by S. 380.0552 or by the Administration Commission pursuant to S. 380.05(1). The subject property is not located within an area of critical state concern. Consistency with FLUE Objective 1: Promote well planned land uses consistent with Future Land Use Designations, Districts and Subdistricts and the Future Land Use Map to ensure compatibility between the natural and human environments. Policy 1.1: Unless otherwise permitted in this Growth Management Plan, new or revised uses of land shall be consistent with designations outlined on the Future Land Use Map. Page 2 of 4 H:\2018\2018015\PUDA\Resubmittal\Attachment B-Justification&Supplemental SSGMPA&PUD(5-21-18).docx ATTACHMENT B JUSTIFICATION AND SUPPLEMENTAL INFORMATION FOR COLLIER TRACT 21 PUDA & SSGMPA (Revised May 21,2018) Existing Conditions and Surrounding Land Uses The subject property is located at the intersection of Main House Drive and Tamiami Trail North (US 41). The subject parcel is ±3.40 acres in size. The land use designation is presently Urban, Mixed Use District, Urban Residential Subdistrict. The property is zoned PUD, allowing for golf course and commercial uses. The Collier Tract 21 PUD spreads west to Vanderbilt Drive and in total contains approximately 460.40 acres. The PUD allows for 50,000 square feet of commercial uses and/or hotels/motels not to exceed 100 units. The maximum commercial square footage shall be reduced by every 225 square feet for every hotel room. The surrounding lands, on the east/south sides are designated Urban, Commercial District, Mixed Use Activity Center #2 Subdistrict. The lands to the north/west sides are designated Urban, Mixed Use District, Urban Residential Subdistrict. The zoning and existing land use on surrounding lands is as follows: North: Zoned Collier Tract 21 PUD, golf course East: Across US 41, Zoned Collier Tract 22 PUD, car dealership South: Zoned Plaza 21 PUD, shopping center West: Zoned Collier Tract 21 PUD, golf course Requested Changes The proposed SSGMPA expands the Mixed Use Activity Center #2 boundary to include the subject property. There is a companion PUD amendment to allow for a hotel with up to 200 rooms and revising the square footage reduction formula to provide for a reduction of 250 square feet of the overall permitted 50,000 SF of gross leasable area for each hotel room permitted, rather than the 225 SF in the existing formula; and to add automotive vehicle dealers (SIC code 5511, limited to automobile agencies (dealers)retail and only new vehicles) as a principal use. Justification for Request Prior to the 1996 EAR-based GMPAs that established site-specific Activity Center boundaries, the subject property was deemed within the Mixed Use Activity center boundary, as 75% or more of the subject property was within the 1/2 mile square boundary. The boundaries were subsequently changed to be site-specific, and for reasons unknown, the subject commercial tract was excluded from the Mixed Use Activity Center #2. The requested amendment will correct this oversight, and provide consistency between the GMP and the PUD for previously permitted commercial development on the subject site. Page 1 of 4 H:\2018\2018015\PUDA\Resubmittal\Attachment B-Justification&Supplemental SSGMPA&PUD(5-21-18).docx o *** OR: 2496 PG: 0618 *** LAND DESCRIPTION OF AREA NO.8 A PARCEL OF LAND LYING IN THE SOUTHWEST QUARTER(SW 1/4)OF SECTION 16,TOWNSHIP -- 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY,FLORIDA,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER (SW 1/4) OF SECTION 16; THENCE NORTH 89°33'45" EAST ALONG THE SOUTHERLY LINE OF SAID SOUTHWEST QUARTER (SW I/4) FOR A DISTANCE OF 1197.99 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID SOUTHERLY LINE NORTH 37°07'15"WEST FOR A DISTANCE OF 340.08 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 270.00 FEET,A CENTRAL ANGLE OF 80°52'46" FOR AN ARC DISTANCE OF 381.14 FEET TO A POINT OF TANGENCY; THENCE SOUTH 62°00'00"WEST FOR A DISTANCE OF 348.13 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 127.84 FEET,A CENTRAL ANGLE OF 99°07'10"FOR AN ARC DISTANCE OF 221.16 FEET TO A POINT OF INTERSECTION WITH A NON-TANGENT LINE, SAID INTERSECTION BEING WITH SAID SOUTHERLY LINE OF SECTION 16; THENCE NORTH 89°33'45" EAST ALONG SAID SOUTHERLY LINE FOR A DISTANCE OF 896.61 FEET TO THE POINT OF BEGINNING; CONTAINING 5.583 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS 0 ECOtRD. AGNOLI,BARBER&BRUNDAGE,IN NOR COLI PROFESSIONAL ENGINEERS,PLA 'D LAND SU' 4 + ' RICHARD L.SHEPHARD,P.S.M.l {24 COURSES HEREIN REPRESE f T AP'-' .xily ATE-ra. N HI• TER LINE AS DIGITIZED FROM AERIAL PHOTOGRAP S. REF: ABB DRAWING FILEN 4 c 0 IV 12-1292KS.DES _ Off. 7YC1 I 1 1 1 E i i e i 1 5 i r. } I F Page 22 or 22 e SECTION 21 ti gem OR: 2496 PG: 0617 LAND DESCRIPTION OF AREA N0.7 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER(NE 1/4)OF SECTION 21,TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY,FLORIDA,SAID PARCEL OF LAND BEING MORE ___ PARTICULARLY DESCRIBED AS FOLLOWS; COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER (NE 114) OF SECTION 21; THENCE SOUTH 89°33'45" WEST ALONG THE NORTHERLY LINE OF SAID NORTHEAST QUARTER(NE 1/4) FOR A DISTANCE OF 1489.50 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 00°26'15" EAST FOR A DISTANCE OF 165.59 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 68°51'48"EAST FOR A DISTANCE OF 10,32 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE OF 95°46'21" FOR AN ARC DISTANCE OF 25.07 FEET TO A POINT OF TANGENCY; THENCE SOUTH 26°54'33"WEST FOR A DISTANCE OF 17.92 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 11°03'40"FOR AN ARC DISTANCE OF 19.31 FEET TO A POINT OF TANGENCY; THENCE SOUTH 37°58'13"WEST FOR A DISTANCE OF 21.38 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE OF 02°31'13" FOR AN ARC DISTANCE OF 0.66 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 1395'16"FOR AN ARC DISTANCE OF 11.57 FEET TO A POINT OF TANGENCY; THENCE SOUTH 48°42'16"WEST FOR A DIST '' : .41 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG DION .g) E NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRA • : •i ' ARC DISTANCE OF 12.76 FEET TO A POINT OF TANGENCY; THENCE SOUTH 85°16'01"WE 'F• . A DISTANCE OF 46.26 F. T • A POINT OF CURVATURE; THENCE NORTHWESTERLY LO ID .• CAV NO•THEASTERLY, HAVING A RADIUS OF 5.00 FEET,A CEN RA AN F 1 °26'10" OR A AR DISTANCE OF 10.16 FEET TOA POINT OF TANGENCY; THENCE NORTH 21°42'10"EAST 1• ' A S '�C • T 0/4 POINT OF CURVATURE; THENCE NORTHEASTERLY u • S" D • R I INC. S• THEASTERLY, HAVING A RADIUS OF 15.00 FEET,A CE .' .I� .+ ,:."F- : .N ;t DISTANCE OF 6.39 FEET TOA POINT OF TANGENCY; THENCE NORTH 46°07'16"EA' r.•R A DISTANCE OF • F E A POINT OF CURVATURE; THENCE NORTHEASTERLY A.i �! SAID CURVE, CO '� I •THWESTERLY, HAVING A RADIUS OF 10.00 FEET,A CENT •4 A GLE OF 36°08'14"F• •. 1.Ne RC DISTANCE OF'6.31 FEET TOA POINT OF TANGENCY; �J THENCE NORTH 09°59'01"EAST FOR D `" • . ' T TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SA A* AVE SOUTHEASTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 63°25'33"FOR AN ARC DISTANCE OF 22.14 FEET TO A POINT OF TANGENCY; THENCE NORTH 73°24'35"EAST FOR A DISTANCE OF 1437 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 37°43'37" FOR AN ARC DISTANCE OF 19.75 FEET TO THE POINT OF BEGINNING; I � CONTAINING 0.146 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI,BARBER&BRUNDAGE,INC. PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L.SHEPHARD,P.S.M,NO,2474 COURSES HEREIN REPRESENT THE APPROXIMATE MEAN HIGH WATER LINE AS DIGITIZED FROM AERIAL PHOTOGRAPHS. REF; ABB DRAWING FILE NO.6932 12-1291I(8.DES n Pop 21 or 22 SECTION 21 C1 — I OR: 2496 PG: 0616 LAND DESCRIPTION OF AREA NO.6 CONTINUED THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 08°57'26"FOR AN ARC DISTANCE OF 3.13 FEET TO A POINT OF TANGENCY; THENCE SOUTH S5°52'46"EAST FOR A DISTANCE OF 31.86 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 09°I7'09"FOR AN ARC DISTANCE OF 1.62 FEET TO A POINT OF TANGENCY; THENCE SOUTH 46°35'38" EAST FOR A DISTANCE OF 0.64 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 0.99 FEET,A CENTRAL ANGLE OF 106°32'39"FOR AN ARC DISTANCE.OF 1.85 FEET TO THE POINT OF BEGINNING; CONTAINING 0.369 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI,BARBER&BRUNDAGE,INC. PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L.SHEPHARD,P.S.M.NO.2474 COURSES HEREIN REPRESENT THE APPROXIMATE MEAN HIGH WATER LINE AS DIGITIZED FROM AERIAL PHOTOGRAPHS. REF: ABB DRAWING FILE NO.6932 I2-I290K8.DES c5.5 Z) CpU i. n,.:EC 0 pyr ,..., -et--, ,,, ..,...._ ____.-7.,Ai::: N.,„„_____, 4/E cmc .,„_ Pict 20 0122 SECTION 21 OR; 2496 PG: 0615 LAND DESCRIPTION OF AREA NO.6 A PARCEL OF LAND LYING IN THE NORTHEAST QUARTER(NE 1/4)OF SECTION 2I, TOWNSHIP 48 SOUTH, RANGE 25 EAST,COLLIER COUNTY, FLORIDA.SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS' COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER (NE 1/4) OF SECTION 21; THENCE SOUTH 89°33'45" WEST ALONG THE NORTHERLY LINE OF SAID NORTHEAST QUARTER(NE 1/4)FOR A DISTANCE OF 135.16 FEET TO AN INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF TAMIAMI TRAIL(U.S. 41-S.R. 45); THENCE SOUTH 00°40'47" EAST ALONG SAID WESTERLY LINE FOR A DISTANCE OF 1279.13 FEET; THENCE LEAVING SAW WESTERLY LINE SOUTH 89°19'13" WEST FOR A DISTANCE OF 993.27 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 59°57'01"WEST FOR A DISTANCE OF 1.41 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID('URVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 10.00 FEET, A CENTRAL ANGLE OF 29°56'07" FOR AN ARC DISTANCE OF 5.23 FEET TO A POINT OF TANGENCY; THENCE SOUTH 89°53'08"WEST FOR A DIS'T'ANCE OF 39.38 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 0S°55'11" FOR AN ARC DISTANCE OF 5.17 FEET TO A POINT OF TANGENCY; THENCE NORTH 84°11'41"WEST FOR A DISTANCE OF 106,57 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 03°05'54" FOR AN ARC DISTANCE OF 2.70 FEET TO A POINT OF TANGENCY; THENCE NORTH 81°05'47"WEST FOR A DISPANCE OF 9433 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 05°20'26" FO DISTANCE OF 4.66 FEET TO A POINT OF TANGENCY; 'R C. THENCE NORTH 75°45'21"WEST F) i w,Q. T TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAI?p SP-,CONCAVE NO. 1 ?; Y,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF °4 :" FOR AN ARC DISTA E 4F 1.32 FEET TO A POINT OF TANGENCY; THENCE NORTH 71°58'04"W .T Felt - N OF '. S FEE TO POINT OF CURVATURE; THENCE WESTERLY ALONG Al% E ~ • 0• .• Y, VING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE S F i 5'1 4' ' S F .58 FEET TO A POINT OF TANGENCY; f y THENCE NORTH 65°55'29" =S 'r ? 4.I7 E T �� POINT OF CURVATURE; THENCE NORTHERLY ALON• ID CURVE,CONCA , EAS ER rlv AVING A RADIUS OF 0.88 FEET,A CENTRAL ANGLE 0 I.; 5'45"FOR AN ARC ? •T N '.AG'2.12 FEET TO A POINT OF • TANGENCY; THENCE NORTH 72°40'IS" EAS DISTANCE OF 0,99 O A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID R CONCAVES ,, Y,HAVING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE OF 11°26 I' Fp 9 r'e ) • E OF 3.00 FEET TO A POINT OF TANGENCY; THENCE NORTH 84°06'35" EAST FOR A DISTA OF 7.81 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 06°07'26" FOR AN ARC DISTANCE OF 2,14 FEET TO A POINT OF TANGENCY; THENCE SOUTH 89°46'00"EAST FOR A DISTANCE OF 25.84 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 20015'05"FOR AN ARC DISTANCE OF 17.67 FEET TO A POINT OF TANGENCY; THENCE NORTH 69°58'55"EAST FOR A DIS'T'ANCE OF 35.35 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 20°33'25" FOR AN ARC DISTANCE OF 7.18 FEET TO A POINT OF TANGENCY; THENCE NORTH 49°25'31"EAST FOR A DISTANCE OF 30.01 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 61°44'39"FOR AN ARC DISTANCE OF 21,55 FEET TO A POINT OF TANGENCY; THENCE SOUTH 68°49'50" EAST FOR A DISTANCE OF 38,31 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 17°5541" FOR AN ARC DISTANCE OF 3.13 FEET TO A POINT OF TANGENCY; THENCE SOUTH 86°45'31" EAST FOR A DISTANCE OF 19.20 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 21°55'19"FOR AN ARC DISTANCE OF 3.83 FEET TO A POINT OF TANGENCY; THENCE SOUTH 64°50'12"EAST FOR A DISTANCE OF 136.43 FEET TO A POINT OF CURVATURE; Page 19 of 22 SECTION 21 OR: 2496 PG: 0614 LAND DESCRIPTION OF AREA NO.5 CONTINUED FEET,A CENTRAL ANGLE OF 19°59'46"FOR AN ARC DISTANCE OF 10.47 FEET TO A POINT OF TANGENCY; THENCE NORTH 85°35'10"EAST FOR A DISTANCE OF 87.79 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 57°13'29"FOR AN ARC DISTANCE OF 39.95 FEET TO A POINT OF TANGENCY; THENCE NORTH 28°21'40"EAST FOR A DISTANCE OF 70,88 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 5.00 FEET,A CENTRAL ANGLE OF 8096'24" FOR AN ARC DISTANCE OF 7.01 FEET TO A POINT OF TANGENCY; THENCE NORTH 51°54'43"WEST FOR A DISTANCE OF 89.43 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 17°11'31"FOR AN ARC DISTANCE OF 12.00 FEET TO A POINT OF TANGENCY; THENCE NORTH 3043'13"WEST FOR A DISTANCE OF 113.43 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 22°37'01"FOR AN ARC DISTANCE OF 15.79 FEET TO A POINT OF TANGENCY; THENCE NORTH 12°06'11"WEST FOR A DISTANCE OF 123.79 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE OF 29°47'25"FOR AN ARC DISTANCE OF 31.20 FEET TO A POINT OF TANGENCY; THENCE NORTH 41°53'36"WEST FOR A DISTANCE OF 20.04 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE 'F-39°�3 �"FOR AN ARC DISTANCE OF 31.04 FEET TOA POINT OF TANGENCY; �R 0 THENCE NORTH 12°14'53"WEST F• ' ' ' • .T TO A POINT OF CURVATURE; THENCE NORTHWESTERLY A a �Ir D CURVE, CON '•UTHWESTERLY, HAVING A RADIUS OF 60.00 FEET,A CENT' L - GLE OF 54°38'39"FOR N A'C DISTANCE OF 57.22 FEET TO A POINT OF TANGENCY; THENCE NORTH 66°53'3I"WE-T F+R A 'I N .OF 40. FEET0 POINT OF CURVATURE; THENCE NORTHWESTERLY A a ', I' ��' j: - $R HEASTERLY, HAVING A RADIUS OF 60.00 FEET,A CE • N: •c�`. ;• 7 RI DISTANCE OF 2.64 FEET TO A POINT OF TANGENCY; THENCE NORTH 64°22'26"W:f • ' S 1 •... ' .4 POINT OF CURVATURE; THENCE NORTHWESTERLY C SAID CURVE, '�i ` HEASTERLY, HAVING A RADIUS OF 60.00 FEET,A CEN '3.t ANGLE OF 12°06'4: ,• 6' DISTANCE OF 12.69 FEET TO A POINT OF TANGENCY; r THENCE NORTH 52°I5'39"WEST 'ISTANCE OF 221.29 - N9 0 A POINT OF CURVATURE; THENCE NORTHWESTERLY ALO 44.. CURVE, C•• •' ORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL [ 4 ' • ,'( N ARC DISTANCE OF 11.89 FEET TO A POINT OF TANGENCY; THENCE NORTH 29°32'46"WEST FOR A DISTANCE OF 139.02 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 0790'07"FOR AN ARC DISTANCE OF 3.75 FEET TO A POINT OF TANGENCY; THENCE NORTH 3042'53"WEST FOR A DISTANCE OF 129,50 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY. HAVING A RADIUS OF 30,00 FEET,A CENTRAL ANGLE OF 15°07'06"FOR AN ARC DISTANCE OF 7.92 FEET TO A POINT OF TANGENCY; THENCE NORTH 51°49'59"WEST FOR A DISTANCE OF 103.80 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 28°47'53"FOR AN ARC DISTANCE OF 15.08 FEET TO A POINT OF TANGENCY; THENCE NORTH 23°02'06"WEST FOR A DISTANCE OF 106.60 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 48°14'31"FOR AN ARC DISTANCE OF 25.26 FEET TO A POINT OF TANGENCY; THENCE NORTH 25°12'24"EAST FOR A DISTANCE OF 36.58 FEET; THENCE SOUTH 89°33'45" WEST FOR A DISTANCE OF 73.05 FEET TO THE POINT OF BEGINNING; CONTAINING 18.393 ACRES OF LAND,MORE OR LESS. SUBJECT TO EASEMENTS AND RESTRICTIONS OF RECORD. AGNOLI,BARBER&BRUNDAGE,INC, PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L.SHEPHARD,P.S.M.NO.2474 COURSES HEREIN REPRESENT THE APPROXIMATE MEAN HIGH WATER LINE AS DIGITIZED FROM AERIAL PHOTOGRAPHS. REF: ABB DRAWING FILE NO.6932 I2.1289K8.DES P.te11°f22 SECTION 21 OR: 2496 PG: 0613 LAND DESCRIPTION OF AREA NO.5 A PARCEL OF LAND LYING IN THE NORTHWEST QUARTER (NW 1/4) OF SECTION 21, TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY,FLORIDA,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER(NW 1/4)OF SECTION 21; THENCE NORTH 89°33'45" EAST ALONG THE NORTHERLY LINE OF SAID NORTHWEST QUARTER(NW 1/4)FOR A DISTANCE OF 50.02 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF VANDERBILT DRIVE(CR.C-901),THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 02°13'17" EAST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 1408.49 FEET; THENCE LEAVING SAW EASTERLY LINE NORTH 89°27'36"EAST FOR A DISTANCE OF 78.47 FEET TO A POINT OF CURVATURE;THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 19°57'28" FOR AN ARC DISTANCE OF 10.45 FEET TO A POINT OF TANGENCY; THENCE SOUTH 70°34'56"EAST FOR A DISTANCE OF 82.21 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 20°05'57"FOR AN ARC DISTANCE OF 10.52 FEET TO A POINT OF TANGENCY; THENCE SOUTH 50°29'00"EAST FOR A DISTANCE OF 43.09 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 21°19'54"FOR AN ARC DISTANCE OF 11.17 FEET TO A POINT OF TANGENCY; THENCE SOUTH 29°09'06" EAST FOR A DISTANCE OF 37.93 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAI wt4 •+• AVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL • e • . • N ARC DISTANCE OF 4.77 FEET TOA POINT OF TANG ENCY; THENCE SOUTH 40°04'29"EAST '•" IS'1'ANCE OF 31.74 • A POINT OF CURVATURE; THENCE SOUTHEASTERLY A •N . RVE, CONCAV NO THEASTERLY, HAVING A RADIUS OF 25.00 FEET,A CEN RA A' s, , OR A AR DISTANCE OF 24.45 FEET TO A POINT OF TANGENCY; THENCE NORTH 83°53'40"EA. F•' 41 • r 7 A 'OINT OF CURVATURE; THENCE EASTERLY ALONG .A1 (C,RV: • � i H VING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE 0 ( 0' 2" • 1 IST I •E 1 9 FEET TO A POINT OF TANGENCY; l • THENCE SOUTH 74°35'28"EAS' •• A DISTANCE OF I -.:0 F' ET '•114 POINT OF CURVATURE; is' 144 THENCE NORTHEASTERLY AL NI( AID CURVE, CO THWESTERLY, HAVING A RADIUS OF 25.00 FEET,A CENT' T E OF 83°28'09"F. ' RC DISTANCE OF 36.42 FEET TOA POINT OF TANGENCY; (� THENCE NORTH 21°56'23"EAST FOR A e IglIA14 E,OFj> TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID ((�i{. ;; 00 CAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 18°18'25" FOR AN ARC DISTANCE OF 7.99 FEET TO A POINT OF TANGENCY; THENCE NORTH 4094'48"EAST FOR A DISTANCE OF 51.08 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 42°47'53"FOR AN ARC DISTANCE OF 22.41 FEET TO A POINT OF TANGENCY; THENCE NORTH 83°02'41"EAST FOR A DISTANCE OF 72.31 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 12°21'35" FOR AN ARC DISTANCE OF 5.39 FEET TO A POINT OF TANGENCY; THENCE SOUTH 84°35'44"EAST FOR A DISTANCE OF 62.25 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE WESTERLY, HAVING A RADIUS OF 10.84 FEET,A CENTRAL ANGLE OF 165°00'36"FOR AN ARC DISTANCE OF 31.21 FEET TO A POINT OF TANGENCY; THENCE NORTH 69°36'19"WEST FOR A DISTANCE OF 17.93 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 27°38'49" FOR AN ARC DISTANCE OF 9.65 FEET TO A POINT OF TANGENCY; THENCE NORTH 41°57'30"WEST FOR A DISTANCE OF 49.68 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 59°14'13" FOR AN ARC DISTANCE OF 20.68 FEET TO A POINT OF TANGENCY; THENCE NORTH 17°16'43"EAST FOR A DISTANCE OF 88.99 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 48°18'41"FOR AN ARC DISTANCE OF 16.86 FEET TO A POINT OF TANGENCY; THENCE NORTH 65°35'24"EAST FOR A DISTANCE OF 45,58 FEET TO A POINT OF CURVATURE; THENCE EASTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 30.00 Page 17 of 22 SECTION 21 1 OR: 2496 PG: 0612 LAND DESCRIPTION OF AREA NO.4 CONTINUED THENCE WESTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 36°08'26" FOR AN ARC DISTANCE OF 15.77 FEET TO A POINT OF TANGENCY; THENCE SOUTH 67°44'09"WEST FOR A DISTANCE OF 9.41 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 30°19'17"FOR AN ARC DISTANCE OF 21.17 FEET TO A POINT OF TANGENCY; THENCE SOUTH 37°24'52"WEST FOR A DISTANCE OF 16.95 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE. CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 17°40'39"FOR AN ARC DISTANCE OF 12.34 FEET TO A POINT OF TANGENCY; THENCE SOUTH 19°44'13"WEST FOR A DISTANCE OF 69.45 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 38°25'00"FOR AN ARC DISTANCE OF 26.82 FEET TO A POINT OF TANGENCY; THENCE SOUTH 58°09'13"WEST FOR A DISTANCE OF 8.23 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 40.00 FEET,A CENTRAL ANGLE OF 58°04'50"FOR AN ARC DISTANCE OF 40.55 FEET TO A POINT OF TANGENCY; THENCE NORTH 63°45'57"WEST FOR A DISTANCE OF 52.27 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF I00.00 FEET, A CENTRAL ANGLE OF 27°49'42" FOR AN ARC DISTANCE OF 97.14 FEET TO A POINT OF TANGENCY; THENCE SOUTH 88°24'21"WEST FOR A DISTANCE OF 100.89 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CU: CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 75.00 FEET,A CENTRAL AN 2°e'fr p .R AN ARC DISTANCE OF 82.10 FEET TOA POINT OF TANGENCY; V THENCE NORTH 28°52'26"WEST F c' + ANCE OF 1�2'.S k TO A POINT OF CURVATURE; THENCE NORTHWESTERLY A .a -AID CURVE, CONCA UTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENT' L OF 59°07'17"FOR A A • DISTANCE OF 51.59 FEET TOA POINT OF TANGENCY; - — THENCE NORTH 87°59'43" ' ES •; T.. / 7 F:ET TO THE POINT OF BEGINNING; .119 CONTAINING 21.578 ACRES• EVA /E•S1' �y SUBJECT TO EASEMENTS AN ' 5T• CTIO' OF• :a RD. AGNOLI,BARBER&BRUNDAGE, ' O^J PROFESSIONAL ENGINEERS,PLA ND LAND SURV ° RICHARD L.SHEPHARD,P.S.M.NO. IF COURSES HEREIN REPRESENT THE A',;(.104A Tia • ' 11tH WATER LINE AS DIGITIZED FROM AERIAL PIiOTOGRAPHS. REF: ABB DRAWING FILE NO.6932 12-1288K8,DES Page 16 1422 SECTION 21 OR: 2496 PG: 0611 LAND DESCRIPTION OF AREA NO.4 CONTINUED THENCE SOUTHWESTERLY ALONG SAW CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 80.00 FEET, A CENTRAL ANGLE OF 103°59'31" FOR AN ARC DISTANCE OF 145.20 FEET TO A POINT OF TANGENCY; THENCE NORTH 71°00'13"WEST FOR A DISTANCE OF 86.40 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 22°15'50"FOR AN ARC DISTANCE OF 11.66 FEET TO A POINT OF TANGENCY; THENCE NORTH 48°44'23"WEST FOR A DISTANCE OF 8.06 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE OF 67°20'52" FOR AN ARC DISTANCE OF 17.63 FEET TO A POINT OF TANGENCY; THENCE SOUTH 63°54'45"WEST FOR A DISTANCE OF 3.39 FEET 7'O A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 3344'26"FOR AN ARC DISTANCE OF 11.78 FEET TO A POINT OF TANGENCY; THENCE SOUTH 3090'19"WEST FOR A DISTANCE OF 44.93 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE OF 85°11'15"FOR AN ARC DISTANCE OF 89.21 FEET TO A POINT OF TANGENCY; THENCE NORTH 64°38'26"WEST FOR A DISTANCE OF 145.01 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 43.19 FEET, A CENTRAL ANGLE OF 158°37'04" FOR AN ARC DISTANCE OF 119.57 FEET TO A POINT OF TANGENCY; THENCE SOUTH 43°15'30"EAST FOR A DISTANCE OF 121.76 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 75.00 FEET,A CENTRAL ANG1[' ." OR AN ARC DISTANCE OF 19.59 FEET TOA POINT OF TANGENCY; THENCE SOUTH 58°13'25"EAST FOS +' 'CE OF + TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY AL `s`'D CURVE, CONC .•UTHWESTERLY, HAVING A RADIUS OF 60.00 FEET,A CENT L N OF 42°36'29"FOR N A'C DISTANCE OF 44.62 FEET TOA POINT OF TANGENCY; THENCE SOUTH 15°36'56"EA'T F e R A DIS •F 195..9 FEET 0 POINT OF CURVATURE; THENCE SOUTHERLY ALON S e' ,LI VING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE • 0' 2 i 1' •• ti• ,� F' •99 FEET TO A POINT OF TANGENCY; THENCE SOUTH 25°09'27"EA. t '.IS F %:�+ ''• I DINT OF CURVATURE; THENCE SOUTHERLY ALON• CURVE,CONCAV v ES-1 AVING A RADIUS OF 60.00 FEET,A CENTRAL ANGLE OF 11-. '3I" FOR AN ARC 1.;. •1.15 FEET TO A POINT OF TANGENCY; • THENCE SOUTH 04°35'05"WEST I'S'T'ANCE OF 36,26 A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAI+ "0- , CONCAV 4: V,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 25°19'0 ' E CE OF 8.84 FEET TO A POINT OF TANGENCY; THENCE SOUTH 20°44'00"EAST FOR A DISTANCE OF 156.50 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 16°37'26"FOR AN ARC DISTANCE OF 5.80 FEET TO A POINT OF TANGENCY; THENCE SOUTH 04°06'34"EAST FOR A DISTANCE OF 123.97 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 66°49'21"FOR AN ARC DISTANCE OF 58.31 FEET TO A POINT OF TANGENCY; THENCE SOUTH 62°42'46"WEST FOR A DISTANCE OF 113.48 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 32°49'20"FOR AN ARC DISTANCE OF 11.46 FEET TO A POINT OF TANGENCY; THENCE NORTH 84°27'54"WEST FOR A DISTANCE OF 58.30 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE.OF 122°07'53"FOR AN ARC DISTANCE OF 42.63 FEET !( TO A POINT OF TANGENCY; THENCE SOUTH 26°35'46"EAST FOR A DISTANCE OF 97.50 FEET TO A POINT OF CURVATURE; • THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 20.00 FEET,A CENTRAL ANGLE OF 36°24'10"FOR AN ARC DISTANCE OF 12,71 FEET TO A POINT OF TANGENCY; THENCE SOUTH 09°48'23"WEST FOR A DISTANCE OF 26.87 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 73°45'47"FOR AN ARC DISTANCE OF 32.19 FEET TO A POINT OF TANGENCY; THENCE SOUTH 83°34'10"WEST FOR A DISTANCE OF 72.62 FEET;TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 20°18'25"FOR AN ARC DISTANCE OF 8.86 FEET TO A POINT OF ^� TANGENCY; THENCE NORTH 76°07'25"WEST FOR A DISTANCE OF 45.76 FEET TO A POINT OF CURVATURE; Pole 15 of 22 SECTION 21 LAND DESCRIPTION OF AREA NO,4 OR: 2496 PG; 0610 A PARCEL OF LAND LYING IN THE NORTHWEST QUARTER (NW I/4) OF SECTION 21, TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY,FLORIDA,SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER(NW 1/4) OF SECTION 21; THENCE NORTH 89°33'45" EAST ALONG THE NORTHERLY LINE OF SAID NORTHWEST QUARTER(NW 114)FOR A DISTANCE OF 50.02 FEET TO AN INTERSECTION WITH THE EASTERLY LINE OF VANDERBILT DRIVE (C.R. C-90I); THENCE SOUTH 02°13'17" EAST ALONG SAID EASTERLY LINE FOR A DISTANCE OF 1447.89 FEET TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE SOUTH 02°13'17" EAST CONTINUING ALONG SAID EASTERLY LINE FOR A DISTANCE: OF 305.41 FEET; THENCE NORTH 89°33'45"EAST FOR A DISTANCE OF 1588.50 FEET; THENCE NORTH 20°30'21"WEST FOR A DISTANCE OF 63.73 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 50.0 FEET,A CENTRAL ANGLE OF 05°31'42"FOR AN ARC DISTANCE OF 4.82 FEET TO A POINT OF TANGENCY; THENCE NORTH 14°58'39"WEST FOR A DISTANCE OF 143.31 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF'50.00 FEET,A CENTRAL ANGLE OF 09°51'00" FOR AN ARC DISTANCE OF 8.60 FEET TO A POINT OF TANGENCY; THENCE NORTH 05°07'38"WEST FOR A DISTANCE OF 81.66 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF 08°54'49" FOR AN ARC DISTANCE OF 15.56 FEET TO A POINT OF TANGENCY; THENCE NORTH 14°02'28"WEST FOR A D ' •I' 81 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID ' ' ' • Q 3 STERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE :• ' ,FOR ' !ISTANCE OF 18.67 FEET TO A POINT OF TANGENCY; (r, THENCE NORTH 24°44'1I"WES FO' . 1 • .NCE OF 127.31 F. T A POINT OF CURVATURE; THENCE NORTHWESTERLY . LO. ... .1 CCAVE 0 'HWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CE TR L ANGLI. •)08'00'12" ORA AR• DISTANCE OF 13.97 FEET TOA POINT OF TANGENCY; THENCE NORTH 32°44'24"W ST'O, •" A • 0. 'T 0 POINT OF CURVATURE; THENCE NORTHWESTERLY , I ' :100 TT HEASTERLY, HAVING A RADIUS OF 100.00 FEET,A CE i+• 'CL 0' •.'F,. ' x •DISTANCE OF 15.75 FEET TO A POINT OF TANGENCY; THENCE NORTH 23°42'58"WE' ;$• • A DIS'T'ANCE OF -•1 .1 E. A POINT OF CURVATURE; THENCE NORTHERLY ALONG ST • . RVE,CONCAVE A I '1 AVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF I I '8 OR AN ARC DIST • .F 20.43 FEET TO A POINT OF TANGENCY; THENCE NORTH 12°00'34"WEST FOR I44 . •••• EET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURV.• !�• 0ASTERLY,HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 25°05'17' FOR AN ARC DISTANCE OF 43.79 FEET TO A POINT OF TANGENCY; THENCE NORTH 13°04'42"EAST FOR A DISTANCE OF 114.89 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF t1°43'33" FOR AN ARC DISTANCE OF 20.47 FEET TO A POINT OF TANGENCY; THENCE NORTH 01°21'09"EAST FOR A DISTANCE OF 232.88 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 100.00 FEET, A CENTRAL ANGLE OF I5°50'58" FOR AN ARC DISTANCE OF 27.66 FEET TO A POINT OF TANGENCY; THENCE NORTH 14°29'49"WEST FOR A DISTANCE OF 120.71 FEET TO AN INTERSECTION WITH THE SAID NORTHERLY LINE OF THE NORTHWEST QUARTER(NW 1/4)OF SAID SECTION 21; THENCE SOUTH 89°33'45" WEST ALONG SAID NORTHERLY LINE FOR A DISTANCE OF 478.45 FEET; THENCE LEAVING SAID NORTHERLY LINE SOUTH 75°18'02" EAST FOR A DISTANCE OF 177.6t FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 130.00 FEET,A CENTRAL ANGLE OF 27°31'04"FOR AN ARC DISTANCE OF 62.44 FEET TO A POINT OF TANGENCY; THENCE SOUTH 47°46'58"EAST FOR A DISTANCE OF 238.65 FEET TO A POINT OF CURVATURE; THENCE SOUTHEASTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE.OF 19°24'34"FOR AN ARC DISTANCE OF 16.94 FEET TO A POINT OF TANGENCY; THENCE SOUTH 28°22'24"EAST FOR A DISTANCE OF 41.75 FEET TO A POINT OF CURVATURE; THENCE SOUTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 30.00 FEET,A CENTRAL ANGLE OF 33°22'41"FOR AN ARC DISTANCE OF 17,48 FEET TO A POINT OF TANGENCY; THENCE SOUTH 05°00'17"WEST FOR A DISTANCE OF 76.64 FEET TO A POINT OF CURVATURE; hip 14°122 t[? SECTION 21 _ I 3 OR: 2496 PG: 0609 LAND DESCRIPTION OF AREA NO.3 CONTINUED THENCE NORTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 12°45'24" FOR AN ARC DISTANCE OF I I.19 FEET TO A POINT OF TANGENCY; THENCE NORTH 04°01'52"EAST FOR A DISTANCE OF 16,10 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE. CONCAVE SOUTHWESTERLY, HAYING A RADIUS OF 7.50 FEET,A CENTRAL ANGLE OF 134°24'52"FOR AN ARC DISTANCE OF 17.60 FEET TOA POINT OF TANGENCY; THENCE SOUTH 49°37'00"WEST FOR A DISTANCE OF 18.15 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 10°57'17"FOR AN ARC DISTANCE OF 9,56 FEET TO A POINT OF TANGENCY; THENCE SOUTH 38°39'43"WEST FOR A DISTANCE OF 31.04 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 10°22'56"FOR AN ARC DISTANCE OF 9.06 FEET TO A POINT OF TANGENCY; THENCE SOUTH 2896'47"WEST FOR A DISTANCE OF 14.55 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE NORTHERLY,HAVING A RADIUS OF 5.00 FEET,A CENTRAL ANGLE OF 112°42'30"FOR AN ARC DISTANCE OF 9.84 FEET TO A POINT OF TANGENCY; THENCE NORTH 39°00'44"WEST FOR A DISTANCE OF 6.47 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 15.00 FEET,A CENTRAL ANGLE OF 28°03'09"FOR AN ARC DISTANCE OF 7.34 FEET TOA POINT OF TANGENCY; THENCE NORTH 10°57'35"WEST FOR A DISTANCE OF 100.92 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 500.00 FEET,A CENTRAL ANGLE OF 00°49'25" ;R 1 AR DISTANCE OF 7.19 FEET TO A POINT OF TANGENCY; Q THENCE NORTH 11°47'00"WEST FO' OF • : TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAl s l,: 'E,CONCAVE EA ' HAVING A RADIUS OF 10.00 FEET,A CENTRAL ANGLE OF 11' Ir FOR AN ARC DISTAN 0 .07 FEET TO A POINT OF TANGENCY; THENCE NORTH 00°04'41"EA FO' A 1 ST C t 89.61 EET To A '•INT OF CURVATURE; THENCE NORTHERLY ALONG.AI' +' Mei • HA ING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF I7°0. i 'F+ f V. • ..T • 4 ' 14.:8 FEET TO A POINT OF TANGENCY; THENCE NORTH 16°58'20"WE f1 . 'a4 S � ,. • s ..95 - •• I INTERSECTION WITH THE SAID NORTHERLY LINE ONORTHEAST QUA'/ER(. E I • 3 SAID SECTION 21; THENCE NORTH 89°33'45" EAS '.NG SAID NORTHE a1. L N A DISTANCE OF 1107.28 FEET TO THE POINT OF BEGINN Fa U� CONTAINING 12.965 ACRES OF LAN •• I ' : I R LESS. 13* SUBJECT TO EASEMENTS AND RESTR ' it '. 33 '. AGNOLI,BARBER&BRUNDAGE,INC. PROFESSIONAL ENGINEERS,PLANNERS AND LAND SURVEYORS RICHARD L.SHEPHARD,P.S.M.NO.2474 COURSES HEREIN REPRESENT THE APPROXIMATE MEAN HIGH WATER LINE AS DIGITIZED FROM AERIAL PHOTOGRAPHS. REF: ABB DRAWING FILE NO.6932 12.1287K8.DES I 1 i 't I I d 1 i i i I Pqe 13 022 SECTION 21 k 1 4 OR: 2496 PG: 0608 LAND DESCRIPTION OF AREA NO,3 CONTINUED THENCE NORTH 27°45'24"EAST FOR A DISTANCE OF 19.42 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 23.00 ---- FEET,A CENTRAL ANGLE OF 45°16'39" FOR AN ARC DISTANCE OF 19,76 FEET TO A POINT OF TANGENCY; THENCE NORTH 17°31'14"WEST FOR A DISTANCE OF 18.75 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 28°52'39"FOR AN ARC DISTANCE OF 12.60 FEET TO A POINT OF TANGENCY; THENCE NORTH 46°23'53"WEST FOR A DISTANCE OF 6,75 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE,CONCAVE SOUTHERLY,HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 75°41'41" FOR AN ARC DISTANCE OF 33,03 FEET TO A POINT OF TANGENCY; THENCE SOUTH 57°54'25"WEST FOR A DISTANCE OF 13.37 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE.OF I5°00'17" FOR AN ARC DISTANCE OF 6.55 FEET TO A POINT OF TANGENCY; THENCE SOUTH 42°54'09"WEST FOR A DISTANCE OF 200.67 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 13°26'07"FOR AN ARC DISTANCE OF 11.73 FEET TO A POINT OF TANGENCY; THENCE SOUTH 56°20'16"WEST FOR A DISTANCE OF 95.33 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHEASTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 04°15'18"FOR AN ARC DISTANCE OF 3.71 FEET TO A POINT OF TANGENCY; THENCE SOUTH 52°04'58"WEST FOR A DISTANCE OF 62.43 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAI' iE,L.,. .CAVE NORTHEASTERLY, HAVING A RADIUS OF 25.00 FEET,A CENTRAL A C ,° ' Q' • ' AN ARC DISTANCE OF 56.13 FEET TO A POINT OF TANGENCY; THENCE NORTH 00°43'10"EAST F• ' 40• STANCE OF 30.83 •A POINT OF CURVATURE; ' THENCE NORTHERLY ALONG ID RVE CONCAVE EAST 'LY, AVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 6° •57 , •R A - • TANC OF 3.23 FEET TO A POINT OF TANGENCY; THENCE NORTH 27°20'07"EA T F. ' .+ • •' 7 • A 'OINT OF CURVATURE; THENCE NORTHERLY ALAN'. SA 1 ' U' r H VING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE O 29'� • r STAYI • 2I 75 FEET TOA POINT OF TANGENCY; ' - ' 'f" THENCE NORTH 02°24'54"EA •R A DISTANCE OF 2;t4 FE T T•• 'OINT OF CURVATURE; THENCE NORTHERLY ALONG:,yI CURVE,CONCAV _-r... T R. AVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 2 '.y. " FOR AN ARCD '1-�, 19.16 FEET TO A POINT OF TANGENCY; THENCE NORTH 24°22'16"EAST FO „Iv.l;_ CE OF 1. A9•• 0 A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID C-11!V V. ,• .a•• RLY,HAVING A RADIUS OF 25.00 FEET,A CENTRAL ANGLE OF 74°26'08" Fe NCE OF 32.48 FEET TO A POINT OF TANGENCY; THENCE NORTH S0°03'51"WEST FOR A DISTANCE.OF 7.45 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE SOUTHWESTERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 24°56'3I"FOR AN ARC DISTANCE OF 43.53 FEET TO A POINT OF TANGENCY; THENCE NORTH 75°00'22"WEST FOR A DISTANCE OF 56.33 FEET TO A POINT OF CURVATURE; THENCE WESTERLY ALONG SAID CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 100.00 FEET,A CENTRAL ANGLE OF 03°07'40"FOR AN ARC DISTANCE OF 5.46 FEET TO A POINT OF TANGENCY; THENCE NORTH 7S°08'02"WEST FOR A DISTANCE OF 50.98 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG SAID CURVE, CONCAVE NORTHEASTERLY, HAVING A RADIUS OF 100,00 FEET,A CENTRAL ANGLE OF 42°47'24"FOR AN ARC DISTANCE OF 74.68 FEET TO A POINT OF COMPOUND CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY, HAVING A RADIUS OF 5.00 FEET,A CENTRAL ANGLE OF 75°19'36" FOR AN ARC DISTANCE OF 6,57 FEET TO A POINT OF TANGENCY; THENCE NORTH 39°58'58"EAST FOR A DISTANCE OF 115.88 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG SAID CURVE, CONCAVE NORTHWESTERLY, HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 23°32'13"FOR AN ARC DISTANCE OF 20,54 FEET TO A POINT OF TANGENCY; THENCE NORTH 16°26'45"EAST FOR A DIS'T'ANCE OF 44,39 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE WESTERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 05°29'53" FOR AN ARC DISTANCE OF 4.80 FEET TO A POINT OF TANGENCY; THENCE NORTH 10°56'52"EAST FOR A DISTANCE OF 60.08 FEET TO A POINT OF CURVATURE; THENCE NORTHERLY ALONG SAID CURVE,CONCAVE EASTERLY,HAVING A RADIUS OF 50.00 FEET,A CENTRAL ANGLE OF 05°53'24" FOR AN ARC DISTANCE OF 5.14 FEET TO A POINT OF TANGENCY; THENCE NORTH 16°50'16"EAST FOR A DIS'I'ANCF.OF 55.63 FEET TO A POINT OF CURVATURE; r•gt 12°r22 SECTION 21 I I AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) COLLIER TRACT 21 PUG I, PATRICK L.UTTER (print name),as VICE PRESIDENT (title, if applicable)of THE OLD COLLIER GOLF CLUB,INC. (company, If a ilcable), swear or affirm under oath,that I am the(choose one)owner iapplicants contract purchaser and that: 1. I have full authority to secure the approval(s) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions In this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3, I have authorized the staff of Collier County to enter upon the property during normal working hours • for the purpose of Investigating and evaluating the request made through this application;and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5. We/I authorize ROBERT J,MULHERE,FAICP,VICE PRESIDENT,PLANNING SERVICES to act as our/my representative In any matters regarding this petition including 1 through 2 above. *Notes: . • If the applicant is a corporation, then it is usually executed by the corp.pres. or v.pres, • If the applicant is a Limited Liability Company(L.L,C.) or Limited Company(L.C.),,then the documents should typically be signed by the Company's"Managing Member." • If the applicant Is a partnership, then typically a partner can sign on behalf of the partnership, • If the applicant is a limited partnership, then the general partner must sign and be Identified as the "general partner"of the named partnership, • if the applicant Is a trust, then they must Include the trustee's name and the words"as trustee". • in each Instance, first determine the applicant's status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the fac s :ted I it are true / i .2... _Atli nature /��� SI g Date PATRICK L. UTTER, VICE PRESIDENT THE OLD COLLIER GOLF CLUH, INC. STATE OF FLORIDA COUNTY OF COLLIER The foregoing Instrument was sworn to(or affirmed)and subscribed before me on d �1a",)°Vi(date) by L-.U11"Z _ (name of person providing oath or affirmation), as kcIE pdtxtvwho Is persona y nown to me or who has produced (type of Identification)as identification. c;. __r, c LL,..d. STAMP/SEAL Signature of Notary Public �P{tY P0, Valerie L.Pike % NotaryPublic-Stateof Florida w,jai.. Commission#GG 22100 9lF.8.•,* Expires 08/17/2020 0'108-COA-001151155 REV 3/24/14 1.0 5 g .6 CI 1 '<1 2 .-i 1 to ry g oC] R 25 E I R 26 E ..! !Et A 10120 . Rge — . I -- .....5. c ir: ...,. .2.- r,'-• LEE CO . : -I COWER C-C: 1: '- 1/ ' I . 12\ 18 19112 1. . . a. -1. , I 1 . _i_ 1 I 1 1 w < O 2 . c....111„ ..„,20 LI ' I Z X - . 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N cc AMENDED ---- JANUARY 25, 2005 —F— \ . 3. 1 7.2 N,..,„... i a4. , 2,. ---, UJ ze 0 I- (Ord.No.2005-03) I i I ' I < Z _ , N.,,, .. Ee LU I AMENDED - JUNE 7, 2005 ! — I- 0 (Ord.Nc.2005-25) :-i$2 irk---t is . i , i 4 1 1 , et >. -— - - , Li.1 1".• AMENDED-OCTOBER 14 3 2 2008 ' '...„ .1 (Ord.No. 2008-50) I I ,. I > _ p AMENDED-SEPTEMBER 13.2011 I --7--- I 0 0 !A (Ord.No.2011-26) 12 : i .1'. 1 M / 1 8 1 ._. 0 '''' 4'.5.1 12 tfl 0 < AMENDED-JUNE 13,2017 Ig '''',..I 71 (Ord,No. 2017-22) ,. I , 'II d 144 ' I-I 1 !a ' 1 Is I . I .4 . ,, I- ft 1 I PREPARED BY: 015/CAD MAPPING SECTION GROWTH MANAGEMENT DEPARTMENT Y. DATE: 1/2016 FILE: ACCESS-INDEX-2016.DWG /a..., I R 25 E I R 26 E I 1 <441 E N_ 0 1 gm O u O g . 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I.� EXHIBIT V.E.1 COLLIER TRACT 21—ACTIVITY CENTER#2 PUBLIC FACILITIES REPORT Collier County Public Utilities will provide water service for potable and fire protection needs as well as wastewater service. The subject property is within the North Service Area. The county has sufficient capacity to provide water and sewer service. The proposed uses will have no impact on potable water or wastewater treatment capacity. According to the Collier County 2017 AUIR, currently there is an existing landfill capacity of 17,244,316 tons, and a ten-year landfill capacity requirement of 2,625,495 tons. The estimated life of the landfill is 50 years. This is adequate to accommodate additional tons per capita generated by the proposed project. Stormwater retention and detention will comply with SFWMD requirements, and State and County standards for off-site discharges will be met, resulting in no adverse impacts to stormwater management(drainage) level of service. The adopted level of service for schools is based upon permanent FISH capacity: 100% for high school Concurrency Service Areas (CSAs); 95% for elementary SCAs; and 95% for middle school CSAs. The subject site is within the E7 Northwest Area 1 CSA for elementary schools, the M4 Northwest Area CSA for middle schools, and the H4 Northwest Area CSA for high schools. The E7 CSA includes three elementary schools,Naples Park, Pelican Marsh, and Sea Gate. They have a combined FISH capacity of 2,450 students, a 2016/2017 peak enrollment of 2,034 students, and a projected 2021/2022 enrollment of 2,080 students (85%capacity). The M4 CSA includes two middle schools, North Naples and Oakridge. They have a combined FISH capacity of 3,361 students, a 2016/2017 peak enrollment of 3,015 students, and a projected 2021/2022 enrollment of 2,977 students (89%capacity). The H4 CSA includes two high schools, Barron Collier and Gulf Coast. They have a combined FISH capacity of 3,606 students, a 2016/2017 peak enrollment of 3,888 students, and a projected 2021/2022 enrollment of 4,000 students (111% capacity). According to the Collier County Public Schools CIP, enrollment at Gulf Coast High School is being monitored. The proposed expansion to the Mixed Use Activity Center #2 will not increase the population, and will not increase demands for emergency medical services. An EMS/fire station is located at 1885 Veterans Park Drive, approximately 1.8 miles southeast of the property. The subject site is within the North Collier Fire District. See attached Traffic Analysis for transportation impacts. H:\2018\2018015\SSGMPA\Resubmittal\Exhibit E-1-Public Facilities Report(revised 5-21-2018).dOCX Trebhlcock planning-engineering Traffic Impact Analysis Collier Tract 21 (fka Old Collier Hotel) Growth Management Plan Amendment (GMPA) Collier County,FL 03/21/2018 Prepared for: Prepared by: Hole Montes Inc. Trebilcock Consulting Solutions, PA 950 Encore Way, Suite 200 1205 Piper Boulevard, Suite 202 Naples, FL 34110 Naples, FL 34110 Phone: 239-254-2000 Phone: 239-566-9551 Email: ntrebilcock@trebilcock.biz Collier Count/Transportation Methodology Fee—$500.00 Fee Collier County Transportation Review Fee–Small Scale Study–No Fee EXHIBIT "V.E.3" Collier Tract 21—GMPA—TIA—March 2018 Statement of Certification I certify that this Traffic Impact Analysis has been prepared by me or under my immediate supervision and that I have experience and training in the field of Traffic and Transportation Engineering. ",0"\A 3..T REB .,i OQ .v�G•ENSe..0 No 47116 ▪ *. • = Digitally signed by Norman J.Trebilcock P.E.47116 ▪ -fl. Norman J.Trebilcock DN:cn=Norman J.Trebilcock P.E 47116, .�t o=Trebilcock Consulting Solutions,PA,ou=Norman i J' STATE OF , P.E. 47116 J.trebikock.email=ntrebilcock@trebilcockbiz c=US Date:2018.0313 09:2407-04'00' Cl . .00 Norman J.Trebilcock,AICP, P.E. This item has been electronically signed and FL Registration No.47116 sealed by Norman J.Trebilcock,PE using a SHA-1 Trebilcock Consulting Solutions, PA authentication code. 1205 Piper Boulevard,Suite 202 Printed copies of this document are not considered Naples, FL 34110 signed and sealed,and the SHA-1 authentication code must be verified on any electronic copies. Company Cert. of Auth. No. 27796 Trebilcock Consulting Solutions,PA Page 1 2 Collier Tract 21—GMPA—TIA—March 2018 Table of Contents Project Description 4 Trip Generation 6 Conclusion 9 Appendices Appendix A: Collier Tract 21 PUD Master Plan and Project Site Aerial Overlay 10 Appendix B: Initial Meeting Checklist(Methodology Meeting) 13 Appendix C: ITE Trip Generation Manual Calculations 19 Trebilcock Consulting Solutions,PA Page 13 Collier Tract 21—GMPA—T!A—March 2018 Project Description The Collier Tract 21 project is an existing approved Planned Unit Development (PUD) pursuant to Collier County Ordinance No. 1999-97, as may be amended. As depicted in the approved PUD Master Plan, the Tract "C" Commercial land use category is allowed on approximately 3.4 acres.The subject project is located within Tract C of the approved PUD. The project site is located northwest of the intersection of US 41 (SR 45) and Immokalee Road (CR 846), approximately 0.25 miles north of Immokalee Road, south of Main House Drive, in Section 21 Township 48 South, Range 25 East, in Collier County. Refer to Fig. 1 — Project Location Map, which follows, and Appendix A: Collier Tract 21 PUD Master Plan and Project Site Aerial Overlay. Fig. 1—Project Location Map Coes+,fetene /1"‘ & Cooly CFS PROJECT ' °"5e' ri $0. 0 Perk Schad Cro,s0.,0[M ` • tnc_a.e ni uw^+ew,o%trk� 44, takt p..; Et 1A.@A.eN scvtt.A,w = 1CAt a.e r. Granada S5oppt 171 O 0010* Go The Collier County approved ordinance currently allows the site (PUD Tract "C") to be developed for a maximum of 50,000 square feet (sf) of C-3 commercial uses or a 100 room hotel. This project proposes two potential scenarios to be included in addition to the currently allowable uses. As illustrated in the Collier Tract 21 PUD resolution dated November 16, 1998, if a hotel with accessory uses is developed, the maximum square footage of the commercial use will be reduced by 225 square feet for every hotel room added. Trebilcock Consulting Solutions,PA Page 14 Collier Tract 21—GMPA—T!A—March 2018 The first additional proposed PUD development scenario proposes a 200 room hotel on the existing vacant parcel as a substitute to commercial land use. Any accessory uses are considered incidental to the hotel operation and are not included in the trip generation analysis. The second additional development scenario proposes a maximum 30,000 sf car dealership facility in lieu of the hotel or commercial uses. Consistent with Collier County Land Development Code (LDC) 2.03.03.C, for C-3 zoning (as allowed in the PUD resolution), shopping center is used as the allowed comparison to the proposed use. The development program is illustrated in Table 1A. Table 1A Development Program Potential Development ITE Land Use ITE Land Use Total Size Scenarios Code Approved PUD* Shopping Center 820 50,000 square feet Proposed PUDA Hotel 310 200 occupied rooms Scenario One Proposed PUDA Automobile Sales 841 30,000 square feet Scenario Two Note(s): *Or Hotel not to exceed 100 rooms. Further traffic analysis is performed for the hotel use based on the approved PUD conversion that stipulates commercial use reduction of 225 square feet for every hotel room added (development of a 100 room hotel in lieu of 22,500 sf of commercial use). The remaining 27,500 sf of commercial use would then be converted to the additional 100 rooms of hotel. The traffic impact of the additional 100 hotel rooms versus the shopping center use is illustrated in Table 1B. Table 1B Traffic Impact of Remaining Commercial Land Use Potential Development ITE Land Use ITE Land Use Total Size Code Approved PUD* Shopping Center 820 27,500 square feet Proposed PUDA Hotel 310 100 occupied rooms Note(s): *Remaining available square footage after conversion for the first 100 hotel rooms. Trebilcock Consulting Solutions,PA Page 15 Collier Tract 21—GMPA—T!A—March 2018 A methodology meeting was held with the Collier County Transportation Planning staff on November 29, 2017 via email (refer to Appendix B: Initial Meeting Checklist (Methodology Meeting). Access to the site is from an existing full-access opening onto southbound US 41. For the purposes of this rezone application, no changes to the previously approved access are requested. Trip Generation The project provides the highest and best use scenario with respect to the project's proposed trip generation. The project's site trip generation is based on the Institute of Transportation Engineers (ITE) Trip Generation Manual, 9th Edition, and the software program OTISS (Online Traffic Impact Study Software, most current version). The ITE rates and equations are used for the trip generation calculations, as applicable. The ITE—OTISS trip generation calculation worksheets are provided in Appendix C: ITE Trip Generation Manual Calculations. Based on ITE recommendations and Collier County Traffic Impact Statement(T15) Guidelines, no reductions for internal capture trips have been taken into consideration. The pass-by trips account for traffic that is already on the external roadway network and stops at the project on the way to a primary trip destination. It should be noted that the driveway volumes are not reduced as a result of the pass-by reduction, only the traffic added to the surrounding streets and intersections. As such, pass-by trips are not deducted for operational-access analysis (all external traffic is accounted for). Consistent with Collier County TIS Guidelines and Procedures, shopping center pass-by rates should not exceed 25%for the peak hour and the daily capture rates are assumed 10% lower than the peak hour capture rate.This analysis calculates Shopping Center LUC 820 pass-by daily rates at 15%and AM and PM peak hour rates at 25%. No pass-by reductions have been considered for the Hotel or Automobile Sales land uses. A trip generation comparison between ITE Trip Generation Manual, 9th Edition versus 10th Edition is provided. The results of this comparison for the PM peak hour are illustrated in Table 2. As a conservative approach and since this is a zoning application it is our recommendation to use the most current ITE 10th Edition guidelines. Trebilcock Consulting Solutions,PA Page 1 6 Collier Tract 21—GMPA—TIA—March 2018 Table 2 Estimated Unadjusted PM Peak Hour—ITE Trip Generation Manual Comparison Potential ITE Land Use ITE TGM*9th ITE TGM*10th Development ITE Land Use-Size Code Edition Edition Scenarios Two-way PM Pk Hr Two-way PM Pk Hr Approved PUD Shopping Center 820 377vph 325vph 50,000 square feet Proposed PUDA Hotel 310 140vph 146vph Scenario One 200 occupied rooms Proposed PUDA Automobile Sales 841—9th Edition 81vph 76vph Scenario Two 30,000 square feet 840—10th Edition p p Note(s): *ITE TGM=Institute Transportation Engineers Trip Generation Manual The new PUDA — development scenarios trip generation is illustrated in Table 3A. The trip generation analysis based on allowed conditions is shown in Table 3B. The new net external proposed trip generation (Table 3C) shows total proposed most intense traffic conditions versus existing allowed (the difference between Table 3A and Table 38). Table 3A Trip Generation* (Proposed PUDA Conditions)—Average Weekday Development 24 Hour Two- AM Peak Hour PM Peak Hour Way Volume Enter Exit Total Enter Exit Total PUDA Scenario One—Hotel 2,446 72 52 124 72 74 146 200 occupied rooms Proposed Scenario Two— 835 41 15 56 30 46 76 30,000sf Automobile Sales Note(s): *ITE Trip Generation Manual 10th Edition. Table 313 Trip Generation* (Approved PUD Allowed)—Average Weekday Development 24 Hour Two- AM Peak Hour PM Peak Hour Way Volume Approved PUD 50,O0Osf Shopping Center Enter Exit Total Enter Exit Total External Traffic 3,752 110 67 177 156 169 325 Total Pass-By 563 28 16 44 39 42 81 Net External Traffic 3,189 82 51 133 117 127 244 Note(s): *ITE Trip Generation Manual 10th Edition. Trebilcock Consulting Solutions,PA Page 1 7 Collier Tract 21—GMPA—TIA—March 2018 As illustrated in Table 3A, the proposed Scenario One— Hotel has the greatest traffic impact of the two proposed scenarios. As such, Scenario One development is used in the traffic analysis for this project. In agreement with the Collier County TIS guidelines, significantly impacted roadways are identified based on the proposed project highest peak hour trip generation and consistent with the peak hour of the adjacent street traffic. Based on the information contained in Collier County 2017 Annual Update and Inventory Report (AUIR), the peak hour for adjacent roadway network is PM. For the purpose of this report, the potential project's traffic impact is analyzed based on projected PM peak hour net external traffic generated as a result of the proposed PUD amendment (as shown in Table 3C). Table 3C Trip Generation (Estimated New Net External Traffic)—Average Weekday Development 24 Hour Two- PM Peak Hour Way Volume Enter Exit Total Proposed PUDA* 2,446 72 74 146 Approved PUD Net External Traffic 3,189 117 127 244 New Net External Traffic (743) (45) (53) (98) Net Increase/(Net Decrease) Note(s): *Most intense traffic impact for the two proposed scenarios. An additional trip generation comparison is calculated between the additional 100 room hotel (Table 4A) and the remaining 27,500 sf of commercial use available based on the approved PUD conversion (Table 4B). The new net external proposed trip generation for the remaining commercial conversion to hotel (Table 4C) shows total proposed conditions versus existing allowed (the difference between Table 4A and Table 4B). Table 4A Trip Generation* (Proposed Additional 100 Room Hotel)—Average Weekday Development 24 Hour Two- AM Peak Hour PM Peak Hour Way Volume Enter Exit Total Enter Exit Total Hotel/100 Occupied Rooms 1,223 36 26 62 36 37 73 Note(s): *ITE Trip Generation Manual 10th Edition. Trebilcock Consulting Solutions,PA Page 18 Collier Tract 21—GMPA—TlA—March 2018 Table 4B Trip Generation* (27,500 Square Feet Commercial)—Average Weekday Development 24 Hour Two- AM Peak Hour PM Peak Hour Way Volume Enter Exit Total Enter Exit Total Shopping Center/27,500sf External Traffic 2,499 103 63 166 100 109 209 Total Pass-By 375 26 16 42 25 27 52 Net External Traffic 2,124 77 47 124 75 82 157 Note(s): *ITE Trip Generation Manual 10th Edition. Table 4C Trip Generation(Estimated New Net External Traffic)—Average Weekday D 24 Hour Two- Develop PM Peak Hour Way Volume Enter Exit Total Hotel/100 Occupied Rooms 1,223 36 37 73 Shopping Center/27,500sf 2,124 75 82 157 Net External Traffic New Net External Traffic (901) (39) (45) (84) Net Increase/(Net Decrease) Conclusion As illustrated in Table 3C, from a traffic stand point, the proposed rezone development scenarios are less intensive when compared to the maximum allowed under current zoning conditions. The additional trip generation analysis for the remaining commercial land use converted to hotel illustrates that the additional 100 hotel rooms is less intensive when compared to the 27,500 sf commercial uses as depicted in the Table 4C. A detailed evaluation of applicable access points will be performed at the time of site development permitting/platting to determine turn lane requirements, as applicable. Based on the results of this analysis, the development shall be limited to 244 net external two- way PM weekday peak hour trips, allowing for unforeseen impacts on the adjacent roadway network. Please note that for the purposes of calculation of the weekday PM peak hour trip generation for this project,the most current ITE Trip Generation Manual shall be utilized. Trebilcock Consulting Solutions,PA Page 19 Collier Tract 21—GMPA—TIA—March 2018 Appendix A: Collier Tract 21 PUD Master Plan and Project Site Aerial Overlay Trebilcock Consulting Solutions,PA Page 110 Collier Tract 21-GMPA-DA-March 2018 Collier Tract 21 PUD—Approved Master Plan (s-i65-#0 VArldif3LT DRIVE n y 14 ii 1 \ 11 i g . e#,..., \-\ k tn._ f' r i0 11 e 1 z 1911111) 0 m � r %14.,.. 0 %*°t‘- ... 1 1114 r\e) '.1•11111111‘40,3r. , „.,..„.....,,...-•'` 54 eiligalkl 14° ° ljA 11 1 II 3 0 0 s y so, 'MS WILL 9PVYN1 !fr'Sr v.Dara a at 1/4 u Is T ' ' biz-at li ii g la I .6Awallia 1 i e 4 t M I I ' .. .. _. i'F tatt ' Trebilcock Consulting Solutions,PA Page 111 Collier Tract 21—GMPA—TIA—March 2018 Subject Site—Aerial Overlay w o0 coU H w J m C N ___,...a_a_.....x],...:. I n y ... J .. - n+ R ,. ` !'` ` ..1 jjj • 'moi �"' r " L6 j� ` j*{ — #a A � m Tto % ` , J r. ft ' 'f -. 1 i.;t , `Y Rpm ;w4f--,,°.t;t , _ -� "� zmR wow 7'. - 7"-7 -- 11°,41_,:::: -:,,,:. 1QQ� ,1;7,,t`r--,: i,. z '-s __— —may its y N ,tiiiii- .; ..� ie .o d w,Aid _ � ` J • -..x.:,:,;',-...i. • �-,-- - a. Li.. 1:y 'e VI VutrilviuCt !`: i �I1 F ., 0 '9v t 1` t E1lI!? ME'g • '''‘ .4._____ a i f Trebilcock Consulting Solutions,PA Page 112 Collier Tract 21—GMPA—TIA—March 2018 Appendix B: Initial Meeting Checklist (Methodology Meeting) Trebilcock Consulting Solutions,PA Page 113 Collier Tract 21—GMPA—TlA—March 2018 INITIAL MEETING CHECKLIST Suggestion: Use this Appendix as a worksheet to ensure that no important elements are overlooked. Cross out the items that do not apply,or N/A(not applicable). } Date: November 29.2017 Time: N/A Location:N/A—Via Email People Attending: Name,Organization,and Telephone Numbers 1) Michael Sawyer,Collier County Growth Management Division 2) Norman Trebilcock.TCS 3) Ciprian Malaescu.TCS Study Preparer: Preparer's Name and Title:Norman Trebilcock,A.ICP,PE Organization:Trebilcock Consulting Solutions,PA Address&Telephone Number: 1205 Piper Boulevard.Suite 202.Naples. Fl.34110:ph 239-566-9551 Reviewer(s): Reviewer's Name&Title:Michael Sawyer,Project Manager Organization&Telephone Number.Collier County Transportation Planning Department Ph:239-252-2926 Applicant: Applicant's Name:Hole Montes Inc Address:950 Encore Way.Suite 200.Naples.FL 34110 Telephone Number:239-254-2000 Proposed Development: Name:Collier Tract 21 PUDA-Rezone Location: On the west side of US 41 at Main House Drive. approximately 0.25 miles north of Immokalee Road in northern Collier County(Refer to Fie.1). Land Use Type:Commercial—RetaiL Hotel.Car Dealership ITE Code#: LUC 820.LUC 310.and LUC 841 Description: Existing PUD allows for 50.000sf of commercial development or a maximum 100 room hoteL Per the PUD,if a hotel with accessory uses is developed,the maximum square footage (of commercial use)will be reduced by 225 square feet for every hotel room,allowing for a maximum of 222 rooms. This application proposes a 200 room hotel on the existing vacant parcel as a substitute to commercial land use.Any accessory uses are considered incidental to the hotel land use Page I of 5 Trebilcock Consulting Solutions,PA Page 14 Collier Tract 21—GMPA—TIA—March 2018 operation and are not included in trip generation analysis. Consistent with Collier County Land Development Code(LDC)2.03.03.0 for C-3 zoning(as allowed in PUD ordinance) shopping center is used as the allowed comparison to the proposed use. An additional development option is proposed to consist of up to 50,000sf Car Dealership facility in lieu of the hotel or retail uses. Zoning Existing:approved PUD--per CC Ordinance#99-97 Comprehensive plan recommendation:No change Requested:To allow proposed development scenarios i Fig..l—Project Location Map 1 is ll (PROJECT ' • S I t I ., .....� ..., a,.,L 4... e.-.. Go Findings of the Preliminary Study: The report is proposed to consist of a trip generation comparison between the allowed uses vs.the proposed scenarios. Since estimated proposed project net new traffic volume is negative, this study qualifies for a Small Scale TIS —no significant operational or roadway impacts or work within the county right-of-way. Trip Generation—Traffic report will provide maximum trip generation cap in regards to estimated two-way PM peak hour traffic impact. Report will include a trip generation comparison ITE Trip Generation Manual 9th versus 10th Edition. We recommend using ITE 10th Edition provided that the County has implemented the use of this Edition at the time of the rezone submittal. Internal capture rates are not considered in agreement with ITE standards and CC TIS Guidelines.Shopping Center(LUC 820)PM peak hour average pass-by rate is 34%per ITE Trip Generation Handbook, 3`1 Edition. Consistent with Collier County ITS Guidelines and Procedures.shopping center pass-by rates should not exceed 25%for the peak hour and the daily capture rates are assumed 10%lower than the peak hour capture rate.This analysis calculates Shopping Center LUC 820 pass-by daily rates at 15%and AM and PM peak hour rates at 25%. a Page 2 of 5 1 Trebilcock Consulting Solutions,PA Page I 15 Collier Tract 21—GMPA—TIA—March 2018 Study Type: (if not net increase,operational study) Small Scale IIS ® Minor"IIS 0 Major TIS 0 Study Area: Boundaries:East--US 41(SR 45). Additional intersections to be analyzed:N/A Build Out Year:2022 Planning Horizon Year:2022 Analysis Time Period(s): Concunencv — Weekday PM Peak Flour: Operational -- AM/PM Peak Hour Future Off-Site Developments:N/A Source of Trip Generation Rates:I"IE 9U'Edition:ITE 10'''Edition: Reductions in Trip Generation Rates: None:N/A Pass-by trips:N/A Internal trips: Transit use:N/A Other:N/A Horizon Year Roadway Network Improvements:2022 Methodology&Assumptions: Non-site traffic estimates:Collier County traffic counts and 2017 AUIR Site-trip generation: OTISS—ITE 9th Edition Trip distribution method:Empirical Engineer's Estimate—refer to Fig.2 Traffic assignment method:project trip generation with background growth --. Traffic growth rate:historical growth rate or 2%minimum Turning movement assignment:N/A Fig.2—Project Trip Distribution by Percentage 11 }PROJECT " '4 15096 l it _:c .'''..-- ..'0 _ %o II 50% E---> 20%I ® Go Page 3 of 5 Trebilcock Consulting Solutions,PA Page 116 Collier Tract 21–GMPA–TlA–March 2018 Special Features:(from preliminary study or prior experience) Accidents locations:N/A Sight distance:N/A Queuing:N/A Access location&configuration:N/A Traffic control:MUTCD Signal system location&progression needs:N/A On-site parking needs:N/A Data Sources:CC 2017 AUIR;CC Traffic Counts Base maps:N/A Prior study reports:N/A Access policy and jurisdiction:N/A Review process:N/A Requirements:N/A Miscellaneous: N/A Small Scale Study–No Fee X Minor Study-$750.00 Major Study-$1,500.00 Methodology Fee$500 X Includes 0 intersections Additional Intersections-$500.00 each AU fees will be agreed to during the Methodology meeting and must be paid to Transportation prior to our sign-off on the application. SIGNATURES Norm-AK.Trebi.Lcocle Study Preparer—Norman Trebilcock Reviewer(s) Applicant Page 4 of 5 Trebilcock Consulting Solutions,PA Page 117 Collier Tract 21—GMPA—TIA—March 2018 Collier County Traffic Impact Study Review Fee Schedule 1 Fees will be paid incrementally as the development proceeds: Methodology Review,Analysis Review, and Sufficiency Reviews. Fees for additional meetings or other optional services are also provided below. Methodology Review-S500 Fee Methodology Review includes review of a submitted methodology statement,including review of submitted hip generation estimate(s), distribution, assignment, and review of a "Small Scale Study" determination, written approval/comments on a proposed methodology statement, and written confirmation of a re-submitted, amended methodology statement, and one meeting in Collier County,if needed. "Small Scale Study"Review-No Additional Fee(Includes one sufficiency review) Upon approval of the methodologyreview, the applicant may submit the study. The review P PPr PP includes: a concurrency determination, site access inspection and confirmation of the study compliance with trip generation,distribution and maximum threshold compliance. "Minor Study Review"-$750 Fee(Includes one sufficiency review) Review of the submitted traffic analysis includes:optional field visit to site,confirmation of tri P p generation,distribution,and assignment,concurrency detemtination,confirmation of committed improvements, review of traffic volume data collected/assembled, review of off-site improvements within the right-of-way,review of site access and circulation,and preparation and review of"sufficiency"conunents/questions. "Major Study Review"-$1,500 Fee(Includes two intersection analysis and two sufficiency reviews) --- Review of the submitted traffic analysis includes: field visit to site, confirmation of trip generation, special trip generation and/or trip length study, distribution and assignment, concurrency determination,confirmation of committed improvements,review of traffic volume data collected/assembled,review of traffic growth analysis,review of off-site roadway operations and capacity analysis,review of site access and circulation,neighborhood traffic intrusion issues, any necessary improvement proposals and associated cost estimates,and preparation and review of up to two rounds of"sufficiency" comments/questions and/or recommended conditions of approval. "Additional intersection Review"-$500 Fee The review of additional intersections shall include the same parameters as outlined in the`Major Study Review"and shall apply to each intersection above the first two intersections included in the"Major Study Review" "Additional Sufficiency Reviews"-5500 Fee Additional sufficiency reviews beyond those initially included in the appropriate study shall require the additional Fee prior to the completion of the review. Page 5 of 5 Trebilcock Consulting Solutions,PA Page 118 Collier Tract 21—GMPA—TiA—March 2018 Appendix C: ITE Trip Generation Manual Calculations Trebilcock Consulting Solutions,PA P s g e 119 Collier Tract 21—GMPA—TIA—March 2018 Approved PUD Development Scenario—ITE Trip Generation Manual 9th Edition vs 10th Edition i Project Name: CNlierTract 21-Strppirg Center No: Dab: 11/23/3717 City: StateProvince: Zip/Postal Code: County: Client Name: Analyst's Name: Edition: ITE-TGM 9th EcUlnn 1 LAPID USE SIZE WEEKDAY AM PEAK HOUR PM PEAK HOUR Entry Exit Entry Exit Entry Exit 620-Shopping Center(General UrbanlSuburban) 50 er 2164 2164 63 39 181 1% RemuctlCn 0 0 0 0 0 0 mina 0 0 0 0 0 0 1 Pass-by 325 324 16 10 45 49 = Nen-pass-by 1839 1840 47 29 136 147 ( Tota .. 2164 2164 63 __...,_ 39 181 196 Total Reduction 0 0 0 0 0 0 Totts Intimal 0 0 0 0 0 0 Total Pass-by 325 324 16 10 45 49 aI Total Non-pass-by 1839 1840 47 29 136 147 )j (f) /tm Sp fit Gross reasabB Area i PERIOD SETTING ., DATA PROVIDED BY ITE I Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,tick Add Notes above. PROJECT NAME: COLLIER TRACT 21-SHOPPING CENTER , ANALYSIS NAME: Weekday ! INDEPENDENT I, LAND USE VARIABLE SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL 820-Shopping Center l 1000 Sq.Feet GrosI 50 General (Weekday aBest Fit(LOG) El)ki02164 2164 4328 Urban/Suburban 1 n(T)=0.65Ln(X)+5.83 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any notes,click rd Add Notes above. The id icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 4328 Eat' 649 3679 Trebilcock Consulting Solutions,PA Page 120 Collier Tract 21—GMPA—T1A—March 2018 PERIOD SETTING .;, DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click r3 Add Notes above. PROJECT TAME: COLUER TRACT21-SHOPPING CENTER ANALYSIS NAME (AM Peak Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE ��,, 820-Shopping Center 1000 Sq.Feet Gros v 50 General Weekday,Peak Hotiv[IBest F t(LOG) �� 63 39 102 Urban/Suburban '"-'"'''LLn(T)=0.61Ln(X)+2.24 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage wili be reduced from the total number of External Trips from the previous section.To record any notes,dick sd Add Notes above. The icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 102 25 0 26 76 PERIOD SETTING ✓ DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click Id Add Notes above. PROJECT..AME: COWER TRACT 21-SHOPPING CENTER NALYSIS IIAME: PMpeak Hour LAPID USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOC ENTRY EXIT TOTAL VARIABLE 820-Shopping Center 1000 Sq.Feet Grose 50 General I.Weekday,Peak Ho�: Best Ft(LOG) 131 181 196 377 Urban/Suburban n )=0.8 ( +3. 1 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any nctes,click:-,e1 Add Notes above. The id icon preceding the Fass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 377 0 25 94 283 Trebilcock Consulting Solutions,PA Page 121 Collier Tract 21—GMPA—TlA—March 2018 Project Name Caller Tract 21-Shopping Center-ITE 10th Edition No: Date: 11/29/2017 Citi 1' StateProvince Zip/Postal Code I I Country: Client Name: 1 Analyst's Name: Edition: ITE-TGM 10th Edition II DAILY AM PEAK HOUP. PM PE/4<HOUR 1' LAND USE SIZE Entry Exit Entry Exit Entry Exit j 1120-Shopping Center(Genal UrbaNSuburban) 50 01 1676 1876 110 67 156 169 Reductio 0 0 0 0 0 0 Irtemal0 0 0 0 0 ,l Pastry 281 282 28 16 99 42 Nmpassby 1595 1594 B2 51 117 127 Tod 1876 1876 110 67 156 169 0 Tota Reduction0 0 0 0 S Tota Internal0 0 0 0 0 0 Total Pass-by 281 282 28 16 39 42 1 Total Non-passby ( 1595 1594 82 51 117 127 (9 1000Sq ROA PERIOD SETTING , DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of: e number of Trips 3 generated in the analysis.To record any notes,dick 4 Add Notes above. I PROJECT NAME. COWER TRACT 21-SHOPPING CENTER-:TE 10Th EDITION IANALYSIS NAME (Daily l ) LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE ,..—_ - 820-Shopping Center (1000 Sq.Ft.GLA . .J 50 General f Weekday y' 1Best Fit(LOG) ❑� 1876 1876 3752 Urban/Suburban t 1Ln(T)=0.68Ln(X}+5.57 TRAFFIC REDUCTIONS 1 3 EXTERNAL TRIPS i I. Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any notes,click Add Notes above. The id icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 3752 115 J% 563 3189 Trebilcock Consulting Solutions,PA Page 122 Collier Tract 21—GMPA—TIA—March 2018 PERIOD SETTING :. DATA PROVIDED BY ITE i Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click.'Add Notes above. PROJECT NAME: COWER TRACT 21-SHOPPING CENTER-ITE 10TH EDITION ANALYSIS NAME:(AM Peak Hour LAND USE INDEPENDENT VARIABLE SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL 820-Shopping Center 1000 Sq.Ft. DiGLA � 50 UrbanlSuburban t General {Weekday,Peak Ho�L.Best Fit(LIN) e c' 110 67 177 T=I.5(X)+ 51.78 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any notes,click A Add Notes above. The icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. 4 LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 177 C=1,644 133 ..r PERIOD SETTING DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click A Add Notes above. PROJECT NAME: COWER TRACT 21-SHOPPING CENTER-ITE 10TH EDITION ANALYSIS NAME: [PM Peak Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE ��----���� �-;() 820-Shopping Center 1000 Sq.Ft.GLA U 50 General Weekday,Peak HoWest Fit(LOG) uJ 156 169 325 Urban/Suburban �- n(T)=0.74Ln(X)+2.89 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any notes,click 44 Add Notes above. The icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 325 25 81 244 Trebilcock Consulting Solutions,PA Page 123 Collier Tract 21—GMPA—TIA—March 2018 PUDA Scenario One—Hotel—ITE Trip Generation Manual 91f'Edition vs 10t1 Edition Project Name: Cdlier Tract 21-Hotel No: Date: 11/23/2017 City: StateProdnce Zlp/Postal Code: 3 Country Client Name: I Analyst's Name: Editors ITE-TGM Rh Edition WEEKDAY AM PEAK HOUR PM PEAK HOUR LAND USE SIZE , Entry Exit Entry Exit Entry Exit 310-Hotel(Genets UrbaNSuburban) 200 m 892 I 892 78 56 69 71 i Reduction 0 0 0 0 0 0 Iriemal 0 0 0 a 0 0 Pass-by 0 0 0 0 0 0 Non-pass-by 892 892 78 56 69 71 Total - 892 892 78 56 69 71 Total Reduction 0 0 0 5 0 8 Total Internal 0 0 0 0 0 0 i Total Paso by 0 0 0 0 0 0 I Total Non-pass-by 892 892 78 56 69 71 Ii (1)DcuxiedRam PERIOD SETTING DATA PROVIDED BY ITE ! Specify the independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click 44 Add Notes above. PROJECT NAME: COLLIER TRACT 21-HOTEL ANALYSIS NAME: Weekday LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 310-Hotel Occupied Rooms En 200 General (Weekday t®dJAverage 692" 192p1 -e 4" Urban/Suburban( LP1 $92 )int'h_::.ss_rTIISt" COh-,u c:t_'Pl.y. I PERIOD SETTING , DATA PROVIDED BY ITE ' Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips ! generated in the analysis.To record any notes,dick 4=1 Add Notes above. 1 PF:2IECT NAME:COWER TRACT 21-HOTEL 1 ,-NALYSIS e'AME: (AM Peak Hour t t LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 310-Hotel Occupied Rooms Ell 200 General Weekday,Peak Hot,at Average Qv 78 56 134 Urban/Suburban 187 Trebilcock Consulting Solutions,PA Page 124 Collier Tract 21—GMPA—TIA—March 2018 PERIOD SETTING ,, DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click e Add Notes above. PROJECT NAME: COWER TRACT 21-HOTEL ANALYSIS NAME: pM Peak Hour ®-- ) } LAND USE IND=PENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 310-Hotel (Occupied Rooms ❑v 1 200 General Weekday,PeakHolAverage Q 69 71 140 Urban/Suburban. 0.7 Project Name Collier Tray 21-Hotel-ITE 10th Etlltlon No: Date: 11/292017 City: StateProvInee Zip/Postal Code: Country: Client Name $ Analyst's Name Etatiort ITE-TOM 101hEdtion j . DAILY AM PEAK HOUR PM PEAK HOUR I LAND USE SIZE Entry Exit Entry Exit Entry Exit I i 310-Hottl(Cenral Urban/Suburban) 200 n) 1223 1223 72 52 72 74 Reduction 0 0 0 0 0 0 Irtemal 0 0 0 0 0 0. Pass-by 0 0 0 0 0 0 Nan-pass-by 1223 1223 72 52 72 74 Total 1223 1223 72 52 72 74 Total Reduction 0 0 0 0 0 0 "---. Total Internal 0 0 0 0 0 0 Total Pass-by 0 0 0 0 0 0 ' Total Non-pass-by 1223 1223 72 52 72 74 (1)OnwaiedRoone PERIOD SETTING ,, DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click.0 Add Notes above. PROJECT NAME: COWER TRACT 21-HOTEL-ITE 10TH EDITICN ANALYSIS NAME: (Deny �. LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 310-Hotel Occupied Rooms ❑v 2"0) General (tWeekday Q SAverage d° 2�/) o?':,-() ..-,�:, Urban/Suburbanl 12.23 (`_{ ac: 7i2.?O..Cir_,(>:. 70:: i 3l 7Z177177, .e:.ii.2 Trebilcock Consulting Solutions,PA Page 125 Collier Tract 21—GMPA—TIA—March 2018 r.. PERIOD SETTING , DATA PROVIDED BY ITE I Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click ;Add Notes above. PROJECT NAME: COWER TRACT 21-HOTEL-ITE 10TH EDITION ANALYSIS Nr-ME: AM Peak Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY DOT TOTAL VARIABLE 310-Hotel [Occupied Rooms cu 200 GeneralWeekday,Peak Hod Average 72 52 124 Urban/Suburban 0.62 I PERIOD SETTING DATA PROVIDED BY ITE I Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click t Add Notes above. i PROJECT NAa;E: COWER TRACT 21-HOTEL-ITE 10TH EDITION ANALYS,S Ni-4E: (PM Peak Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE s310-Hotel Occupied Rooms v 200 UrbanlSuburbantt General [Weekday,Peak Hots.4Average i---blill 72 74 146 0.73 ______ w__„„,... y_________,.- __ ,. ____,,--,.may, ,...- -.- ..„, ______ w .s- . .,. ,_, _... ,------ �--- �. PUDA Scenario Two—Car Dealership—ITE Trip Generation Manual 9t,'Edition vs 10th Edition 1Project Name Collier Tract Sales No: 1 1I I Date: 3120/2018 City: Stata/ProVWot MpPOstal Code 1 Country: Client Name s Analyst's Name: Edtiorc ITE-TGM 9th Edbon 7 WEEKDAY AM PEAR HOUR PM PEAK HOUR LAND USE SIZE Entry Exit Entry Exit Entry Exit :I 841•Autamabile Sales(Gcura!UrbaXStrouban) 30,$ 480 r 484 44 14 32 49 Reduction 0 0 0 0 0 0 3 , Internal 0 0 0 0 0 0 1 ' Pass-Dy 0 0 0 0 0 0 Non-pass-by 485 484 44 14 32 49 I Total 480 484 44 14 32 49 Total Reduction 0 0 0 0 0 0 I Total Internal 0 0 0 0 0 0 I i i Total Pass-by 0 0 0 0 0 0 Total Non•pass by 485 484 44 14 32 49 (1) 100009 Fee{Gross PborAroa ,i- Trebilcock Consulting Solutions,PA Page 126 Collier Tract 21—GMPA—TIA—March 2018 PERIOD SETTING DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click a Add Notes above. PROJECT NAME: COWER TRACT 21-AUTOMOBILE SALES ANALYS'T N.-ME: Weekday 1 LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 841-Automobile Sales 1000 Sq.Feet Gros v 30 General Weekday Average �i 485 484 969 Urban/Suburban 32.3 PERIOD SETTING DATA PROVIDED BY ITE Spec.fy the Independent Variable,Time Period,and Calculation Method to be used in the ca'culation of the number of Trips generated in the analysis.To record any notes,dick g Add Notes above. PROJECT NAME: COLUER TRACT 21-AUTOMOBILE SALES ANALYSIS`GAME: AM Peak Hour LAND USE INDEPENCENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VAPI ABLE 841-Automobile Sales 1000 Sq.Feet Gros�v J 30 General Weekday,Peak Ho©.Average �} 44 14 58 i Urban/Suburban 192 l �\ PERIOD SETTING ;, DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click :3 Add Notes above. PROJECT :,AME: COWER TRACT 21-AUTOMOBILE SALES ANALYSIS N.AE,E [PM Peak Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 841-Automobile Sales 1000 Sq.Feet Grosr ] 30 General (Weekday,Peak Hol.v Best Fit(LIN) QB 32 49 81 Urban/Suburban I 7=1.91(X)+23,74 Trebilcock Consulting Solutions,PA Page 127 Collier Tract 21—GMPA—TIA—March 2018 _.. Project Name: CoIller Tract 21-Automobile Sales-ITE 1081 Edtion No: .3..j Date 30112018 City: i StateProvince Zip/Postal Code Country: Met Name Analyst's Name Edition: ITE-TOM 10t11 Edition DPJLY AM PEAK HOUR. PM PEAK HOUR LAND USE SIZE Entry Exit Entry Exit Entry Exit 840-Automobile Sales(New)(Genal Urbe Suburban) 30" 418 417 41 15 30 46 Reouctian 0 0 0 0 0 0 Internal 0 0 0 0 0 0 Pass-by 0 0 0 0 0 0 Non-bass-by 418 417 41 15 30 46 Total 418 417 41 15 30 46 p Total Reduction 0 0 0 0 0 0 Total internal 0 0 0 0 0 0 Total Pass-by 0 0 0 0 0 0 } Total Non-pass-by 418 417 41 15 30 46 pi 7000 sp.Ft GFA PERIOD SETTING DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click "-_t Add Notes above. 1 i PROJECT NnME. COWER TRACT 21-r,'JTOMOBILE SALES-ITE 10TH EDITION ANALYSIS NAMIE.(Daily ! I LAND USE INDEPENDENT VARIABLE SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL 0 840-Automobile Sales(New} 1000 Sq.Ft.GFA 30 General (Weekday iC6lAverage �i 418 417 835 Urban/Suburban I, LfJ 27.84 PERIOD SETTING ,,, DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,dick.%'Add Notes above. PROJECT NAME: COWER TRACT 21-1 LI TOI4OSILE SALES-ITE 10T1-1 EC4TICW ANALYSIS'NI-ME: � JAM Peak Hour I LAND USE INC PENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 840-Automobile Sales(New) 1000 Sq.Ft.GFA ❑v 30 General Weekday,Peak HD v�Average El) 41 15 56 Urban/Suburban 1.81 Trebilcock Consulting Solutions,PA Page 128 Collier Tract 21—GMPA—TIA—March 2018 PERIOD SETTING DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click4 Add Notes above. PRO..ECT NAME: COWER TRACT 21-AUTOMOBILE SALES-1TE 10TH EDITIO,4 ANALYSIS NAME: {PM Peak Hour LAND`USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXT TOTAL VARIABLE 840-Automobile Sales(New) 1000 Sq.Ft.GFA a30 General Weekday.Peak Hoi Best Fit(LIN) 30 46 76 Urban/Suburban T=1.8(X)+21.6 Additional Analysis—Traffic Impacts based on approved PUD Land Use Conversion—ITE Trip Generation Manual 1O'Edition 1 Project Name: Cotner Tract 21-Hotel-100 rooms-ITE 1Cth EdILbn No: Data 11/29/2017 Clap StateProvinea Zip/Postal Code: 1 County: Cilet Name: ' Analyst's Nama Editor[ ITE-TOM 101h ES[imn DAILY AM PEAK HOUR PM PEAK HOUR LAND USE SIZE Entry Ext Entry Exit Erty Exit 310-Hotel(General UrbanAubaban) 100 io 612 611 36 26 36 37 /,� Reduction 0 0 0 0 0 0 Internal 0 0 0 0 0 0 Pass-by 0 0 0 0 0 0 s Non.pass-by 612 611 36 26 36 37 Total 612 611 36 26 36 37 Total Reduction 0 0 0 0 0 0 Total Internal 0 0 0 0 0 0 Total Pass-by 0 0 0 0 0 0 Total Non-pass-by 612 611 36 26 36 37 (1)Oee/Fde6Rrona I PERIOD SETTING a DATA PROVIDED BY ITE i Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click Add Notes above. PROJECT NAME: COLLIER TRACT 21-HOTEL-100 ROOMS-ITE 10TH EDITIOP' } ANALYSIS NAME. LDeily LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EAT TOTAL VARIABLE 310-Hotel I Occupied Rooms v❑ 1CC`•t) General weekdaerage C 11° ,-O 611('1 211') [ y Average Urban/Suburban 12 23 (_'in1c 9ri-3c :=-ng•:, micsss _ ,T- . . ;) Trebilcock Consulting Solutions,PA Page 129 Collier Tract 21—GMPA—TlA—March 2018 a PERIOD SETTING ,, DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click it Add Notes above. PROJECT NAME: COLDER TRACT 21-HOTEL-100 ROOMS-ITE 10TH EDITION ANALYSIS NAME I AM Peak Hour 1 LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 310-Hotel [Occupied Rooms 0 11.,1 General (Weekday,Peak HoL I�jAverage ❑v�° 36 26 62 , Urban/Suburban t�j 0.62 (:) :d-cE.,>-aiz.or c'•E::ye. PERIOD SETTING , DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips I generated in the analysis.To record any notes,click,e Add Notes above. 1 I PROJECT NAME: COLDER TRACT 21-HOTEL-100 PO:MS-ITE:0TH EC-10,' I r\ALYSIS NAME' IPM Peak Hour J i LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 310-Hotel Occupied Rooms ' General (Weekday,Peak HoL v Average Ell O 36 37 73 Urban/Suburban t 0.73 ;C,.1C1507 SIJ:ou:c dry:. ^` Project Name Colder Trl:t21-ShCerter 27,50051-ITE 1CT)EDOm No: 3 Date 11/29/2017 City: I StateProvnrce Zip/Postai Code: Country: Client Name: ° Anatyst`e Name Editors 11E-TOM 10th Etttlon DAILY AM PEAR HOUR PM PEAK HOUR LAND USE SIZE 1 EntryEntry Exit Entry Exit Ext , 820-Shopping Center(Central Urban/Suburban) 27.50, 1250 1249 I 103 63 110 109 Reduction 0 0 0 0 0 0 Internal a 0 0 0 0 0 P010-tr5 168 187 26 16 25 27 Non-pass-by 1cm 1062 77 47 75 82 Tod.. ,.�. 1250 1249 103 - 63.,.-_ .., ,. CO. _ 10 Tod Reduction 0 0 0 0 0 0 Tote Internal 0 0 0 0 i 0 0 • Total Pass by 188 187 26 16 25 27 Tod Non-pass-by 1062 1062 77 47 75 82 (11 f000S5RGLA — Trebilcock Consulting Solutions,PA Page I 30 • Collier Tract 21—GMPA—TIA—March 2018 • • PERIOD SETTING ;, DATA PROVIDED BY ITE • Specify the Independent Variacie,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click,d Add Notes above. PROJECT Ni-ME. COWER TRACT 21-SHCENTER 27,500SF-ITE 10TH EDITION ANALYSIS NAN.EDaily LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 820-Shopping Center 4 1000 Sq.Ft.GLA Qv 27-5 General [weekday fdrest Fit(LOG) [ W.1250 1249 2499 UrbantSuburban ii n(T)=0.68Ln(X)+5.5 TRAFFIC REDUCTIONS EXTERNAL TRIPS • Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the-previous section.To record any notes,click+0 Add Notes above. The id icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 2499 15 375 2124 PERIOD SETTING r DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click d Add Notes above. PROJECT NAME: COWER TRACT 21-SHCEJTER 27,5505F-ITE 10T1-1 EDITION ANALYSIS"MEI AM Peek Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXT TOTAL VARIABLE 820-Shopping Center 11000 Sq.Ft.GLA 27.5 UrbanlGeSuburban[Weekday,Peak HoCirest Flt(LIN) 6-1l to 103 63 166 T=0.5(X)+151.78 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any notes,click e.f Add Notes above. The icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-Bl% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 166 CD% 42 124 Trebilcock Consulting Solutions,PA Page 131 Collier Tract 21—GMPA—T!A—March 2018 PERIOD SETTING DATA PROVIDED BY ITE Specify the Independent Variable,Time Period,and Calculation Method to be used in the calculation of the number of Trips generated in the analysis.To record any notes,click A Add Notes above. PROJECT NAME: COLLIER TRACT 21-SHCENTEF.27,500SF-ITE 10TH EDITION ANALYSIS NAME: (PM Peak Hour LAND USE INDEPENDENT SIZE LOCATION TIME PERIOD METHOD ENTRY EXIT TOTAL VARIABLE 820-Shopping Center (1000 Sq.Ft.GLA w)27.5 General Weekday,Peak Ho�Iv�IBest Fit(LOG) Q) 100 109 209 Urban/Suburban Ho* ������NT)=0.74Lnt>q+2.89 TRAFFIC REDUCTIONS EXTERNAL TRIPS Specify the percentage of Pass-by Trips for each Land Use.The percentage will be reduced from the total number of External Trips from the previous section.To record any notes,click A Add Notes above. The i40 icon preceding the Pass-by%value indicates data provided by ITE.Clicking the icon changes a custom Pass-by%value to data provided by ITE. LAND USE EXTERNAL TRIPS PASS-BY% PASS-BY TRIPS NON-PASS-BY TRIPS 820-Shopping Center 209 25 52 157 Trebilcock Consulting Solutions,PA Page I 32 SIGN POSTING INSTRUCTIONS (CHAPTER 8,COLLIER COUNTY ADMINISTRATIVE CODE FOR LAND DEVELOPMENT) A zoning sign(s) must be posted by the petitioner or the petitioner's agent on the parcel for a minimum of fifteen(15)calendar days in advance of the first public hearing and said sign(s)must be maintained by the petitioner or the petitioner's agent through the Board of County Commissioners Hearing. Below are general guidelines for signs, however these guidelines should not be construed to supersede any requirement of the LDC. For specific sign requirements, please refer to the Administrative Code,Chapter 8 E. 1. The sign(s) must be erected in full view of the public, not more than five (5) feet from the nearest street right-of-way or easement. 2. The sign(s)must be securely affixed by nails, staples,or other means to a wood frame or to a wood panel and then fastened securely to a post,or other structure. The sign may not be affixed to a tree or other foliage. 3. The petitioner or the petitioner's agent must maintain the sign(s) in place, and readable condition until the requested action has been heard and a final decision rendered.If the sign(s) is destroyed, lost, or rendered unreadable, the petitioner or the petitioner's agent must replace the sign(s NOTE: AFTER THE SIGN HAS BEEN POSTED, THIS AFFIDAVIT OF POSTING NOTICE SHOULD BE RETURNED NO LATER THAN TEN (10) WORKING DAYS BEFORE THE FIRST HEARING DATE TO THE ASSIGNED PLANNER. AFFIDAVIT OF POSTING NOTICE STATE OF FLORIDA COUNTY OF COLLIER BEFORE THE UNDERSIGNED AUTHORITY,PERSONALLY APPEARED Robert J. Mulhere, FAICP WHO ON OATH SAYS THAT HE/SHE HAS POSTED PROPER NOTICE AS REQUIRED BY SECTION 10.03.00 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE ON THE PARCEL COVERED IN PETITION NUMBER PL20180000038/CPSS-2018-2 AND PL20180000037 Hole Montes, Inc. , 950 Encore Way SIG ATURE OF APPLICANT OR AGENT STREET OR P.O.BOX Robert J. Mulhere, FAICP Naples, FL 34110 NAME(TYPED OR PRINTED) CITY, STATE ZIP STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was sworn to and subscribed before me this 24th day of August 20 18 by Robert J. Mulhere personally known to me or who produced as identification and who did/did not take an oath. t """"• STEPHANIE KAROL ,Q VU✓�`J ��S�aY pV9•i � , 1`�= Notary Public-State of Florida Signatu of Notary Public • = Commission N FF 939980 "s' My Comm.Expires Marg,2020•'�'�d*��`� Stephanie Karol i%ll�`' Bonded through National Notary Assn, Printed Name of Notary Public My Commission Expires: (Stamp with serial number) Rev.3/4/2015 • Vat:: , ,c+e�.� t .N z .r a -�2 1.2 M a v uh` 2 4 M ffi - 49. 'CI' {L 2-I r a ri m• o�Q , „.N g RV8 4 ''_ e, U Ve I * #�V•yas- I 3i o s tC tr m U, uu 1'111 0. 'maz W • }' # �4 um iL E .�g *' . .x o - r ata lm« u g 1.W at da 17777 - ' U as:'p. 2 1000 C:IlE"i*. ..- `ca 0 tv m 6:F Zct:Pc J c--ill,aril Ill at S l s 1 m rid ;.' Ill :t d CO gg2 W $7 z 5 avg a x a sN m 4 44 a a .n.. o ff, v �.' W �r = W F� k.,,,44- ' j . . y t 2 1 w E. s Q a �4 a - 9 0, __ _it 1E o r- g a 6 J z _ 8 y ID i4 WY 1 iti g t... .-111 ci U g a t70� a., tal44 a �` ic�e c R •, .. e y CR i F". MC-c,11111 1.1.1 • ._-' - . i.-a a+ h-0 is Ira gi. I.-i . MOTILE OF PUBLIC'HEARING NOTICE OF INTENT TO CONSIDER ORDINANCE(S) Not CA ri irel,::10191 that'lie Collier county Planning Commission,zittina sst-e'put ohm-ii iii,.•ii,,, iii i Al'it:QrY COUnc Will hOld a pi..iblic meeting or September 20,2018..:/11111 its,:-,t,t1 9:00AM. - ii,,'toile;of County Cummissioners Chamber,Thrd Elcor.,a-rity GOvtt''Irniiir Confer,31O uikv.Tareiami Tra i,tiaoles.F_. '-e p zocse or Me heanng is to consider. AN I!RniNANCE OF THE BOARD OF COUNT I CONLMISMONERS OF COLLIER CoUNTV.1.1 ORD i A A ME N DING ORDLNANCE NO.8945,AS AM EN DFD,THE COLLIER CO UNT•i'G ROWTI1 M AN AGE mE N i PLAN FUR THE UNINCORPORAIED AREA OE C01.1 IER COUNTY, I 1 ORIDA. SPECIFIC:ALIA AMEN WN( THE FUTURE LAND USE ELEMENT Fa.'`in FUTURE LAND USE MAP AND MAP SERIES BY ADDING 140 ACRES TO THE MIXED ISE Ai_TIVITI 1 F N 1 ER SL BDISTRICI AcTivEn CENTER tr2 AND CHAN+.,i'NG no in-SiL,N s.1 lois If I Ht.PROPERTY FROM URBAN,MIXED 1st DISTRICT.URBAN RESIDENIIAL St.hti Is IRIC1 10 1.R6 A N.I RC I AI.DISTRICT,MIXED USE At LI A I IS CEN TER SUBDISTRICT.VA War(CENTER ii2i AND FURTHE.RMORI.,RECOMMENDING TRAN SNI I ITAL.OF THE ADOPTF.D AMENDMENT TO TILT.Fl ORID.A DF pARt m ENT 0E EcoNOMR: OPPORTENiITYi PROVIDING FOR CIA 114 A DITITY AND PROVIDING FOR AN' EITECTIVE DATE. THE SUBJECT PROPERTY CONSISTING Of F.F 4 ACRES I lAWAIED 0`i;THE WEST SIDk.OF us 4',APPROXIMATELY 2.200 FEE!NORTH OF III111W ENUE IN SECTION 21.TOWNSHIP 48 SOU IR. RANGE 25 EAST',COLLIER COUNTY,II ORIDA. 11.241181141004111 F A SN()kill':ANCE OF THE BOARD OF CO I IN1 Y COMMISSIONERS OF COLLIER COUNTY,FLORIDA AMENDING ORDINANCE NO.5%47,TILE COLLIER TRACT 21 PLANNED UNIT DEVELOPMEN1 BY ALLOWING AUTOMOTIVE VEHICLE DEALERS AS A PRINCIPAL USE.ALLOWING A HOT El.IP TO 200 ROOMS INSTEAD OF 1110 ROOMS,AND BV REDLICItsG TILE ALLOWABLE COMMERCIAL PARCEL RV 250 SQUARE FEET FOR EACH HOTEL ROOM INSI'EAD 01>225 SQUARE. FEET AND ESTABLISHING A TRAFFIC TRIP CAP FOR'THE COMMERCIAL TRM:T;AND RV PROVIDING AN EFFECT fl-E DATE THE COMMERCIAL.PARCEL,CONSISTING 0E1.4-4-ACRES OF THE 26741 ACRE PTD,IS LocArEgoN THE WESTSI OF III 41 AND APPROXIMATELY 2:200 t EVE NOR!II OE 111T11 AVENUE IN SECTION 21,TOWNSHIP 41 SOUTH,RANGE,25 EAST.COLLIER couNTY.FLORIDA. 'PENT I His00011371 ,........„, 4 ‘.,,, 1 : -----\,, . 1 . ‘ I. , \i;;;..... ,..„...„..,........ PROJECT ,_ ir.,,...i LOCATION : '1Z, \ 1 1 .1 -4-4 All gmiiiir 1-.11A+ciiii we invited to aPpear and bei lewd Copies of the proposed ORDINANCEM will tie made I,/iespvilion a",The MID Zoning DVisioi-,Compreharsive Planing Sectimi,?ROC 14 :i4crseshoe Cr. Naples,between the hmrs of 8:00 A M.and 5:00 P.M.,Monday thro,gh I riday.Forlsormore.the materials wit be made available im nspeetic-i at the Cciiei County Clerk's Ofriee.I pulls Floor,Collier County Government Center, 32518 East'smarm hail Sidle Int Napkin,lien cm*r.i, r to the schedjed nearing.Any miestons pett-tatitir-:i to the documents shbole Liu o'reuted to i,"rie GVD Zoning Division,Comprehensive Planning Suction.Written common's red with the Clers to the Dos-is Chice onor to September 20,2018,vii be read and considered at the pubic nearing. P a penon cep:des to sow,':in.,diii:,11,11111;i1,::,.0"Ine Collier County Planning Commission with respect to any matter considered At ii...en mooting or heiviiin hr will rived a race-id ot Ma:proceeding,anti car 51,0.1 pulp:1w Fin ray reed In erasure that a verbatim record of:he proceedings is mar ,,e,.1.,,:h record includes tne testrnony , and ev'dencc upon which The appeal is To oe casm If you are a person wan a disability who needs any a Ccanirrionoy ton m Order tt;participate in this proceeding yo.. are entitled.at no cost to yew,in the proviSie,of eerlan assistance Please contact the Colrief Coity E4rilitititi Management Efvisitim or:atori at 3335 Tamiami Trail East Suite'01,Naples,FL 34117-5356,(739)252.83813.al :east two days onor to;he meeting Assisted listening devoes tor the rearing impaired are available in the Poard iiii Courly Commissioners Off ce. Mary P.Strain,Chairman Cc-ier Cot,nty Planri.-ig Cony-issior 4:;1.,.11,2016 scoogseos'' ,....., • 12.4 ! FkIDAY, AUC1.15—31 23113 :1 NAPLES DAILY NEWS NOTICE OF PUBLIC HEARING NOTICE OF INTENT TO CONSIDER ORDINANCE(S) r..., Notice is hereby given that the Collier County Planning Commission,sitting as the local planning agency and the Environmental Advisory Council,will hold a public meeting on September 20,2018 commencing at 9:00 A.M. in the Board of County Commissioners Chamber,Third Floor,County Government Center,3299 East Tamiami Trail,Naples,FL. The purpose of the hearing is to consider: AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA AMENDING ORDINANCE NO.89-05,AS AMENDED,THE COLLIER COUNTY GROWTH MANAGEMENT PLAN FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA, SPECIFICALLY AMENDING THE FUTURE LAND USE ELEMENT AND FUTURE LAND USE MAP AND MAP SERIES BY ADDING 3.40 ACRES TO THE MIXED USE ACTIVITY CENTER SUBDISTRICT ACTIVITY CENTER#2 AND CHANGING THE DESIGNATION OF THE PROPERTY FROM URBAN,MIXED USE DISTRICT,URBAN RESIDENTIAL SUBDISTRICT TO URBAN,COMMERCIAL DISTRICT,MIXED USE ACTIVITY CENTER SUBDISTRICT,ACTIVITY CENTER#2;AND FURTHERMORE,RECOMMENDING TRANSMITTAL OF THE ADOPTED AMENDMENT TO THE FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY; PROVIDING FOR SEVERABILITY AND PROVIDING FOR AN EFFECTIVE DATE. THE SUBJECT PROPERTY CONSISTING OF±3.4 ACRES IS LOCATED ON THE WEST SIDE OF US 41,APPROXIMATELY 2,200 FEET NORTH OF 111TH AVENUE IN SECTION 21,TOWNSHIP 48 SOUTH, RANGE 25 EAST,COLLIER COUNTY,FLORIDA. [PL20180000038] & AN ORDINANCE OF THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY,FLORIDA AMENDING ORDINANCE NO.99-97,THE COLLIER TRACT 21 PLANNED UNIT DEVELOPMENT BY ALLOWING AUTOMOTIVE VEHICLE DEALERS AS A PRINCIPAL USE,ALLOWING A HOTEL UP TO 200 ROOMS INSTEAD OF 100 ROOMS,AND BY REDUCING THE ALLOWABLE COMMERCIAL PARCEL BY 250 SQUARE FEET FOR EACH HOTEL ROOM INSTEAD OF 225 SQUARE FEET AND ESTABLISHING A TRAFFIC TRIP CAP FOR THE COMMERCIAL TRACT;AND BY PROVIDING AN EFFECTIVE DATE.THE COMMERCIAL PARCEL,CONSISTING OF 3.4+1-ACRES OF THE 267.44 ACRE PUD,IS LOCATED ON THE WEST SIDE OF US 41 AND APPROXIMATELY 2,200 FEET NORTH OF 111TH AVENUE IN SECTION 21,TOWNSHIP 48 SOUTH,RANGE 25 EAST,COLLIER COUNTY,FLORIDA. [PL20180000037] . .. _ . �.I� �/ PROJECT ``.d J- I'''"" LOCATION 44 cs -4 BI4,VE Immokelee RD 11111{5:. ¢ s R All interested parties are invited to appear and be heard. Copies of the proposed ORDINANCE(S)will be made available for inspection at the GMD Zoning Division,Comprehensive Planning Section,2800 N.Horseshoe Dr., Naples,between the hours of 8:00 A.M.and 5:00 P.M.,Monday through Friday.Furthermore,the materials will be made available for inspection at the Collier County Clerk's Office,Fourth Floor,Collier County Government Center, 3299 East Tamiami Trail,Suite 401 Naples,one week prior to the scheduled hearing.Any questions pertaining to the documents should be directed to the GMD Zoning Division,Comprehensive Planning Section.Written comments filed with the Clerk to the Board's Office prior to September 20,2018,will be read and considered at the public hearing. If a person decides to appeal any decision made by the Collier County Planning Commission with respect to any matter considered at such meeting or hearing,he will need a record of that proceeding,and for such purpose he may need to ensure that a verbatim record of the proceedings is made,which record includes the testimony and evidence upon which the appeal is to be based. If you are 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 assistance. Please contact the Collier County Facilities Management Division,located at 3335 Tamiami Trail East,Suite 101,Naples,FL 34112-5356,(239)252-8380,at least two days prior to the meeting. Assisted listening devices for the hearing impaired are available in the Board of County Commissioners Office. Mark P.Strain,Chairman Collier County Planning Commission August 31,2018 N0-2098805 0 PROOF O.K.BY: 0 O.K.WITH CORRECTIONS BY: PLEASE READ CAREFULLY•SUBMIT CORRECTIONS ONLINE ADVERTISER:BCC_COMPREHENSIVE PLANNI PROOF CREATED AT:8/23/2018 9:06 AM SALES PERSON: Ivonne Gori PROOF DUE:- PUBLICATION:ND-DAILY NEXT RUN DATE:08/31/18 ND-2098805.INDD SIZE:3 col X 9.25 in