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Agenda 11/13/2012 Item #17C11/13/2012 Item 17.C. EXECUTIVE SUMMARY Recommendation to consider a resolution amending Resolution Number 05 -235 (Development Order No. 05 -01), as amended by Resolution No. 11 -132 (Development Order No. 11 -03), for The Town of Ave Maria Development of Regional Impact ( "DRI") located in Sections 31 Through 33, Township 47 South, Range 29 East and Sections 4 Through 9 and 16 Through 18, Township 48 South, Range 29 East in Collier County, Florida by providing for: Section One, Amendments to Development Order by revising Exhibit "C" and Map "H" contained in the DRI Development Order to add an access point on Oil Well Road; Section Two, Findings of Fact; Section Three, Conclusions of Law; and Section Four, Effect of Previously Issued Development Orders, transmittal to Department of Economic Opportunity and effective date. [Petition number DOA- PL20120001160 and companion to SRAA- PL201200007051 OBJECTIVE: To have the Board of County Commissioners (BCC) review staff's findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) and the Southwest Florida Regional Planning Council (RPC) regarding the above referenced petition and render a decision regarding this DRI amendment petition; and ensure the project is in harmony with all the applicable codes and regulations in order to ensure that the community's interests are maintained. CONSIDERATIONS: The petitioner seeks an amendment to The Town of Ave Maria Development of Regional Impact (DRI) Development Order (DO) in accordance with Florida Statutes, Subsection 380.06(19), to add an access point on Oil Well Road. According to the Applicant's response in Item #5 of the Notice of Proposed Change Application, this petition was submitted to accomplish the following: The Applicant is requesting approval to modify the DRI DO Map H to add a new access point from Oil Well Road to the Arthrex Commerce Park site, as shown on the proposed Map H and SRA Master Plan. The access point will allow for improved ingress /egress to the Arthrex Commerce Park, particularly to the Arthrex manufacturing facility, a 200,000± square -foot operation approved per SDP PL20110002702. The facility will employ 250 people per shift upon completion in Spring 2013. The applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85, 000± square feet of manufacturing and accessory uses, with a total of 700 employees per shift. DOA- PL20100001160: The Town of Ave Maria Revised: 10/9/12 BCC Hearing Date 11/13/12 Packet Page -3335- Page 1 of 4 11/13/2012 Item 17.C. The Applicant's agent goes on to state: [the proposed access point] "will alleviate congestion at the Arthrex Commerce Drive /Oil Well Road intersection..... The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park Drive /Oil Well Road intersection and therefore significantly exceeds the County's minimum connection separation requirements. " Please refer to the applicant's Notice of Proposed Change (NOPC) Statement for additional information. No increase in density or intensity is proposed as part of this amendment. FISCAL IMPACT: The County collects impact fees prior to the issuance of building permits to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element of the Growth Management Plan as needed to maintain adopted Level of Service (LOS) for public facilities. Additionally, in order to meet the requirements of concurrency management, the developer of every local development order approved by Collier County is required to pay a portion of the estimated Transportation Impact Fees associated with the project in accordance with Chapter 74 of the Collier County Code of Laws and Ordinances. Other fees collected prior to issuance of a building permit include building permit review fees. Finally, additional revenue is generated by application of ad valorem tax rates, and that revenue is directly related to the value of the improvements. Please note that impact fees and taxes collected were not included in the criteria used by staff and the Planning Commission to analyze this petition. GROWTH MANAGEMENT PLAN (GMP) IMPACT: Comprehensive Planning Staff was not required to review this petition because the proposed action does not affect this project's original consistency determination. ZONING STAFF ANALYSIS: Development authorizations contained in DRI Development Orders are prerequisites to zoning actions that implement DRI land use authorizations. DRI Development Orders are intended to address regional impacts of a project; however approval, approval with conditions or denial of an application to amend a DRI DO is within the jurisdiction and authorization of the local government. The applicant was required to file a Notice of Proposed Change because the proposed change affects external access points [reference: Sub - chapter 380.06(19)(e).2.d., Florida Statutes]. The proposed change does not require further development -of- regional- impact review pursuant to the criteria found in Florida Statutes, Section 380.06(19) for evaluating a Notice of Proposed Change. Staff believes this amendment is consistent the applicable provisions of the LDC and DOA- PL20100001160: The Town of Ave Maria Revised: 10/9/12 BCC Hearing Date 11/13/12 Packet Page -3336- Page 2 of 4 11/13/2012 Item 17.C. the GMP and the proposed additional access point will not have a negative impact on public infrastructure. Staff recommends approval of the DRI DO amendment believing this amendment will not adversely impact adjacent property owners or create an undue public safety concern if the DRI DO is adopted. SOUTHWEST FLORIDA (SW) REGIONAL PLANNING COUNCIL (RPC): The RPC addressed this Notice of Proposed Change (NOPC) to a previously approved Development of Regional Impact pursuant to Subsection 380.06(19) Florida Statutes on September 20, 2012. The NOPC and the RPC staff assessment for the NOPC were adopted by the RPC without changes. The RPC adopted the recommendations of approval prepared by its staff with the conditions noted below: (A copy of the RPC staff assessment is included in the back up information.) Approve staff findings as they relate to the proposed changes to the Ave Maria DRI; and 2. Request that Collier County provide a copy of any development order amendment related to the proposed changes to the RPC in order to ensure that the amendment is consistent with the Notice of Proposed Change. FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY (DEM DEO has not offered any objection to the proposed amendment. COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC heard this petition on October 4, 2012. By a vote of 7 to 0, [there are two vacant positions on the CCPC at this time] with Commissioner Vonier making the motion and Commissioner Klein seconding the motion, the CCPC recommended forwarding this petition to the Board of County Commissioners (BCC) with a recommendation of approval. No correspondence in opposition to this petition has been submitted for the current proposal; no one spoke at the CCPC hearing voicing opposition to the project and the CCPC vote was unanimous. Therefore, this petition can be placed on the Summary Agenda. LEGAL CONSIDERATIONS: DRI AMENDMENT: Petitioner is requesting amendments to the DRI Resolution. The burden falls upon the applicant for the amendment to prove that the proposal is consistent with all of the criteria set forth below. The burden then shifts to the Board of County Commissioners (BCC), should it consider denial, DOA- PL20100001160: The Town of Ave Maria Revised: 10/9/12 BCC Hearing Date 11/13/12 Packet Page -3337- Page 3 of 4 11/13/2012 Item 17.C. that such denial is not arbitrary, discriminatory or unreasonable. This would be accomplished by finding that the amendment does not meet one or more of the listed criteria. Criteria for DRI Amendment Consider: Consistency with the Collier County Land Development Code. 2. Consider: Consistency with the goals, objectives, and policies of the GMP. 3. Consider: Impacts on public infrastructure. The BCC must base its decision upon the competent, substantial evidence presented by the written materials supplied to it, including but not limited to the Staff Report, Executive Summary, maps, studies, letters from interested persons and the oral testimony presented at the BCC hearing as these items relate to these criteria. The proposed Resolution was prepared by the County Attorney's Office. This Executive Summary has been reviewed for legal sufficiency and is legally sufficient for Board action. A majority vote is required for Board approval. (HFAC) RECOMMENDATION: Staff concurs with the recommendations of the CCPC and further recommends that the Board of County Commissioners approve the request for DRI Amendment, subject to the attached DRI Development Order Amendment and Resolution that includes both the staff recommendation and the CCPC recommendation. PREPARED BY: Kay Deselem, AICP, Principal Planner, Zoning Services Section, Planning and Zoning Department, Growth Management Division, Planning and Regulation Attachments: 1) Staff Report 2) Back up information 3) Resolution DOA- PL20100001160: The Town of Ave Maria Revised: 10/9/12 BCC Hearing Date 11/13/12 Packet Page -3338- Page 4 of 4 11/13/2012 Item 17.C. COLLIER COUNTY Board of County Commissioners Item Number: 17.C. Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to consider a resolution amending Resolution Number 05 -235 (Development Order No. 05 -01), as amended by Resolution No. 11 -132 (Development Order No. 11 -03), for The Town of Ave Maria Development of Regional Impact ( "DRI ") located in Sections 31 Through 33, Township 47 South, Range 29 East and Sections 4 Through 9 and 16 Through 18, Township 48 South, Range 29 East in Collier County, Florida by providing for: Section One, Amendments to Development Order by revising Exhibit "C" and Map "H" contained in the DRI Development Order to add an access point on Oil Well Road; Section Two, Findings of Fact; Section Three, Conclusions of Law; and Section Four, Effect of Previously Issued Development Orders, transmittal to Department of Economic Opportunity and effective date. [Petition number DOA - PL20120001160 and companion to SRAA- PL20120000705] Meeting Date: 11/13/2012 Prepared By Name: DeselemKay Title: Planner, Principal,Engineering & Environmental Ser 10/4/2012 5:03:10 PM Approved By Name: PuigJudy Title: Operations Analyst, GMD P &R Date: 10/10/2012 2:31:02 PM Name: BellowsRay Title: Manager - Planning, Comprehensive Planning Date: 10/11/2012 9:18:37 AM Name: BosiMichael Title: Manager - Planning,Comprehensive Planning Date: 10/11/2012 5:08:05 PM Name: AshtonHeidi Packet Page -3339- Title: Section Chief /Land Use- Transportation,County Attor Date: 10/24/2012 8:47:07 AM Name: MarcellaJeanne Title: Executive Secretary,Transportation Planning Date: 10/25/2012 9:24:18 AM Name: KlatzkowJeff Title: County Attorney Date: 10/26/2012 3:15:33 PM Name: FinnEd Title: Senior Budget Analyst, OMB Date: 10/26/2012 5:04:36 PM Name: OchsLeo Title: County Manager Date: 11/3/2012 11:23:47 AM Packet Page -3340- 11/13/2012 Item 17.C. 11/13/2012 Item 17.C. AG€ND _ .... 7-Y CA r County STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING SERVICES - -LAND DEVELOPMENT SERVICES DEPARTMENT GROWTH MANAGEMENT DIVISION -- PLANNING & REGULATION HEARING DATE: JUNE 7, 2012 SUBJECT: DOA- PL20120001160: THE TOWN OF AVE MARIA [COMPANION TO: SRAA- PL20120000705: THE TOWN OF AVE MARIA SRA] PROPERTY OWNERS &APPLICANT /AGENTS: Owners /Applicants: Barron Collier Partnership, LLLP & AMULT, LLC 2600 Golden Gate Pkwy, Ste 200. Naples, FL 34105 Agents: John M. Passidomo, Esq. Cheffy Passidomo 821 Fifth Ave S., Suite 201 Naples, FL 34102 REQUESTED ACTION: RES Collier Holdings, LLC 1370 Creekside Parkway Naples, FL 34108 Ave Maria Development LLLP 2600 Golden Gate Pkwy. Naples, FL 34101 Alexis Crespo, AICP Waldrop Engineering, P.A. 28100 Bonita Grande Dr., Suite 305 Bonita Springs, FL 34135 The petitioner seeks an amendment to The Town of Ave Maria Development of Regional Impact (DRI) Development Order (DO) in accordance with Florida Statutes, Subsection 380.06(19), to add an access point on Oil Well Road. GEOGRAPHIC LOCATION: The subject property, consisting of 5,027 acres, is located on the north side of Oil Well Road, the west side of Camp Keais Road and approximately 6,000 feet south of Immokalee Road (CR -846). The property lies within Sections 4 -9 & 16 -18, Township 48 South, Range 29 East and Sections 31 -33 Township 47 South, Range 29 East. (See the location map on following page) DOA- PL20100001160: The Town of Ave Maria Page 1 of 4 October 4, 2012 CCPC Revised: 9/17/12 Packet Page -3341- 'O*Lt -Zi7EE- @SEd I@M:)ed CL z z 0 N 2 z 0 C) 0 -j O hi 6z *8*s co v as ao 2 w �! R 00 L96 8's 94-1 INC." ow wall z Me Ope uz CL z z 0 N 2 z 0 C) 0 -j O hi 6z *8*s co v as ao 2 w �! R 00 L96 8's 94-1 ow wall z Me uz CL z z 0 N 2 z 0 C) 0 -j O hi FSA L _____________ _ _Q II L__W ELL('R 0 A D - --------------------------------------- PREVIOUS DRI LAND USE SUMMARY WRA UNIVERSITY I SCHOOLS 956 AC RESIDENTIAL 3,115 AC MIXED USE 324 AC COMMUNITY FACILITY 84 AC WETLAND PRESERVE 62 AC PARK 74 AC LAKEIPARKS 175 AC ROADWAYS 237 AC DRI BOUNDARY 5,027 AC 11/13/2012 Item 17.C. N WRA 0 NOTE: lAIl@ USE C' ATIO'lS AND c(FEAGES SFIflvM 46-1111 MA': INCLUDE $11ITFINAL iTFEET - LAkES, OPEN 2P14Cr Al•jLl Jr,Airr 3UPPOIII'Ka USL-, Packet Page -3343- MAP'H" TOM OF AVE MARIA --0-2 WRA 0 0 P CF R P AMU L R I, R II M RA "R R ii AMU R I II L I,' R R R Ili AMU > iz R R R L R M 1 11 M WRA CF M R Iii FSA O P R :i R R R O WRA R 7A R R II 0 i M II R HSA 0 II ------------ --------------- L =1 ----------- -----=Z=:Zzzzzz -------- L DRI LAND USE SUMMARY OFF -SITE RLSA DESIGNATIONS II AMU UNIVERSITY I SCHOOLS 956 AC F—FSA I RLSA FLOWWAY STEWARDSHIP AREA Fw� RESIDENTIAL 3,016 AC F---A ] RLSA WATER RETENTION AREA EEJ MIXED USE 423 AC DEI RLSA HABITAT STEWARDSHIP AREA = COMMUNITY FACILITY 84 AC RLSA OPEN F7- WETLAND PRESERVE 62 AC PARK 74 AC LAKE (PARKS 175 AC ROADWAYS 237 AC IF11 DRI BOUNDARY 6,027 AC NOTE: lAIl@ USE C' ATIO'lS AND c(FEAGES SFIflvM 46-1111 MA': INCLUDE $11ITFINAL iTFEET - LAkES, OPEN 2P14Cr Al•jLl Jr,Airr 3UPPOIII'Ka USL-, Packet Page -3343- MAP'H" TOM OF AVE MARIA --0-2 11/13/2012 Item 17.C. PURPOSE/DESCRIPTION OF PROJECT: CURRENT REQUEST.- According to the Applicant's response in Item #5 of the Notice of Proposed Change Application, this petition was submitted to accomplish the following: The Applicant is requesting approval to modify the DRI DO Map H to add a new access point from Oil Well Road to the Arthrex Commerce Park site, as shown on the proposed Map H and SRA Master Plan. The access point will allow for improved ingress /egress to the Arthrex Commerce Park, particularly to the Arthrex manufacturing facility, a 200,000± square foot operation approved per SDP PL20110002702. The facility will employ 250 people per shift upon completion in Spring 2013. The applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85, 000± square feet of manufacturing and accessory uses, with a total of 700 employees per shift. The Applicant's agent goes on to state: [the proposed access point] "will alleviate congestion at the Arthrex Commerce Drive /Oil Well Road intersection..... The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park Drive /Oil Well Road intersection and therefore significantly exceeds the County's minimum connection separation requirements. " Please refer to the applicant's NOPC Statement for additional information. No increase in density or intensity is proposed as part of this amendment. DR[ HISTORY.- The Board of Collier County Commissioners approved the DRI DO for this project with Development Order #05 -01 (Resolution #05 -235). The project was originally approved for a total of 11,000 dwelling units; 690,000 gross square feet of retail/service; 510,000 square feet of office; 400 hotel rooms; 6,000 student university with ancillary uses; a maximum of 450 assisted living facilities, 148,500 square feet of civic, community and miscellaneous facilities; 35,000 square feet of medical facilities; public and private schools; churches and other places of worship; a golf course and "those uses customarily associated with a university such as student and administration house, recreation and sports areas, and support facilities ". On May 27, 2008, an amendment was approved in DRI DO #08 -01 (Resolution 408 -153). That amendment approved changes to the affordable housing component of the project. DRI DO #11 -03 (Resolution #11 -132) approved on July 26, 2011, amended the project approval by revising Exhibit C, the SRA Master Plan to divide Town Center 2 into Town Center 2a and Town Center 2b and moving Town Center 2b to Oil Well Road. Also approved was the relocation of an access point on Oil Well Road; SOUTHWEST FLORIDA (SW) REGIONAL PLANNING COUNCIL (RPC): The RPC addressed this Notice of Proposed Change (NOPC) to a previously approved Development of Regional Impact pursuant to Subsection 380.06(19) Florida Statutes on September 20, 2012. The NOPC and the RPC staff assessment for the NOPC were adopted by the RPC without changes. The RPC adopted the recommendations of approval prepared by its staff with the conditions noted below: (A copy of the RPC staff assessment is included in the application package.) DOA- PL20100001160: The Town of Ave Maria Page 2 of 4 October 4, 2012 CCPC Packet Page -3344 - Revised: 9/17/12 11/13/2012 Item W.C. Approve staff findings as they relate to the proposed changes to the Ave Maria DRI; and 2. Request that Collier County provide a copy of any development order amendment related to the proposed changes to the RPC in order to ensure that the amendment is consistent with the Notice of Proposed Change. STATE OF FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY (DEO): The DEO has not offered any objection to the proposed amendment. COUNTY STAFF ANALYSIS: Development authorizations contained in DRI Development Orders are prerequisites to zoning actions that implement DRI land use authorizations. DRI Development Orders are intended to address regional impacts of a project; however approval, approval with conditions or denial of an application to amend a DRI DO is within the jurisdiction and authorization of the local government. The applicant was required to file a Notice of Proposed Change because the proposed change affects external access points [reference: Sub - chapter 380.06(19)(e).2.d., Florida Statutes] The proposed change does not require further development -of- regional- impact review pursuant to the criteria found in Florida Statutes, Section 380.06(19) for evaluating a Notice of Proposed Change. Staff believes this amendment is consistent the applicable provisions of the LDC and the GMP and the proposed additional access point will not have a negative impact on public infrastructure. Staff recommends approval of the DRI DO amendment believing this amendment will not adversely impact adjacent property owners or create an undue public safety concern if the DRI DO is adopted. COUNTY ATTORNEY OFFICE REVIEW: The County Attorney Office has reviewed the staff report for this petition on September 14, 2012. The following criteria are to be considered by the CCPC: Criteria for DRI Amendment 1. Consider: Consistency with the Collier County Land Development Code. 2. Consider: Consistency with the goals, objectives, and policies of the GMP. 3. Consider: Impacts on public infrastructure. STAFF RECOMMENDATION: That the Collier County Planning Commission (CCPC) forward a recommendation of approval of Petition DOA- PL201000001160 to the Board of County Commissioners as described by the amending DRI Development Order resolution. DOA- PL20100001160: The Town of Ave Maria Page 3 of 4 October 4, 2012 CCPC Packet Page -3345 - Revised: 9/17/12 PREPARED BY: KAY SELEM, AICP, PRINCIPAL PLANNER DEPARTMENT OF PLANNING AND ZONING REVIEWED BY: RAYMONO V. BELLOWS, ZONING MANAGER DEPARTMENT OF PLANNING AND ZONING MIKE BOSI, AICP, INTERIM DIRECTOR DEPARTMENT OF PLANNING AND ZONING APPROVED BY: DICK A ALANGU , A I RATOR GROWTH MANAGE✓MEN DIVISION 11/13/2012 Item 17.C. 'DATE ` . 0 /- /Z 131Y.-M � - -_" -/z DATE q--1 l7L DATE Tentatively scheduled for the December 11, 2012 Board of County Commissioners Meeting DOA- PL20100001160: The Town of Ave Maria October 4, 2012 CCPC Revised: 9/6/12 Packet Page -3346- Page 4 of 4 TOWN OF AVE MARIA DRI DRI # 07 -0304 -167 NOTICE OF PROPOSED CHANGE Background 11/13/2012 Item 17.C. The Town of Ave Maria DRI is a master planned community generally located east of Interstate 75, south of Immokalee, north of Oil Well Road, and west of Camp Keais Road, in northeastern Collier County. Exhibit 1 shows the project location. The project is comprised of 5,027 +/- acres and the approved Development Order allows construction of a 6,000 student university, 11,000 residential dwelling units, 1.2 million square feet of commercial and office land uses, a 400 room hotel, and additional ancillary uses. Previous Changes The Collier County Board of County Commissioners on June 14, 2005 approved the Town of Ave Maria Development of Regional Impact (DRI) with Development Order #2005 -01 (Resolution 42005 -235). The development was subsequently amended by Development Order #2008 -01 (Resolution #2008 -153). The 2008 amendment revised the affordable housing section of the DRI DO. Another amendment was approved with Development Order #2011 -03 (Resolution #11 -132). This amendment resulted in three actions: 1) the Town Center was divided into two parts — 2a and 2b; 2) the Town Center 2b was relocated; and 2) the western -most access point onto Oil Well Road was shifted eastward to allow a direct connection to the relocated Town Center 2b / Arthrex Commerce Park. Proposed Changes On May 1, 2012 a Notice of Proposed Change (NOPC) was submitted to amend the originally approved DRI Map H. The original Development Order showed two access points on Camp Keais and two access points on Oil Well Roads. This amendment seeks to add a third access point onto Oil Well Road in order to serve Town Center 2b. The new access point as shown in Exhibit 2 will provide improved ingress /egress to the Arthrex Commerce Park and specifically to the Arthex manufacturing facility, which is a 200,000 +/- square foot facility that was previously approved by the County (SDP- PL201100027802). The Arthex facility will operate with three (3) shifts per day, and will employ 250 people per shift upon completion in the spring 2013. The applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85,000 +/- square feet of manufacturing and accessory uses, with a total of 700 employees per shift. Because of the vehicular activity around the employee shift changes, the facility access needs to be improved. The applicant has stated that the proposed new access point will improve the public health, safety and welfare by providing additional access to a major employment center in the County and will help to alleviate potential congestion at the Arthrex Commerce Drive / Oil Well Road intersection. The Packet Page -3347- 11/13/2012 Item 17.C. new access point being requested with this NOPC is supported by the Immokalee Fire Control District. No changes are proposed to the phasing, commencement, development parameters, or, build -out dates for the proposed development approved in the DRI. Regional Staff Analysis The proposed changes are presumed not to be a substantial deviation under Sub - chapter 380.06(19), Florida Statutes. Character Magnitude Location The character, magnitude, and location of the DRI will not change for the DRI. The development of the DRI as a university with a balance of residential development with commercial uses will not change. Regional Goals Resources or Facilities In reviewing the potential impacts of the proposed changes, Regional staff looked at regional impacts from the proposed changes relating to transportation only since the requested changes only impacted the proposed access points onto Oil Well Road. Transportation Impacts The applicant is requesting a new access point onto Oil Well Road. The proposed access point will be a direction median opening, located approximately 0.27 miles (1,430 feet) west of the approved access point at Arthrex Commerce Drive. The propose point will be limited to eastbound left -in and westbound right -out movements only. The Collier County Transportation Planning staff reviewed the Ave Maria Development Order Amendment (and Stewardship/Receiving Area Amendment) and determined that the proposed amendment does not present an additional impact on the adjacent roadway network. As such, the Planning staff concluded that the roadway network has sufficient capacity to accommodate the project within the 5 -year planning period, and staff recommended that this project be found consistent with Policy 5.1 of the Collier County Transportation Element of the Growth Management Plan (GMP). The Traffic Impact Statement (TIS) submitted in support of the proposed amendment included detailed revised project distribution, and demonstrated justification for creating a new East - Bound Left Turn movement to serve a portion of the project that has recently been modified. The TIS addressed the project's existing traffic impacts and examined anticipated changes to the distribution characteristics of the DRI. Nothing in the analysis indicated that this change would impact the project's consistency with GMP Transportation Element Policy 5.1. Additionally, revision of the project distribution may serve to delay the need for future signalization of the Camp Keais /Oil Well Road intersection. Packet Page -3348- 11/13/2012 Item 17.C. The applicant's traffic analysis submitted in support of the requested changes specifically concluded the following: 1) The proposed directional median opening is projected to accommodate approximately 230 and 430 two -way total, peals hour trips during the AM and PM peak hours, respectively. These volumes will meet the warrants during the peak hour(s) to allow a median opening. 2) In addition to the AM and PM peak hours, the proposed directional median opening is anticipated to satisfy the separate turn lane warrant threshold volume during the various employee shift change hours as well. 3) The proposed directional median opening will divert traffic from the Oil Well Road / Arthrex Commerce Drive intersection and reduce the major street delay at this intersection by approximately 9% to 25% and the minor street delay by approximately 43% to 73%. 4) The proposed directional median opening may delay the potential signalization of the Oil Well Road / Arthrex Commerce Drive intersection. 5) Adequate storage lengths may be provided for east bound left and westbound right - turn lanes at the proposed directional median opening. The traffic analysis submitted with the Notice of Proposed Change application showed that there are no increases in the total approved traffic for the development that would result in a substantial deviation as identified in Chapter 380.06(19)(b)15 stating: "A 15 percent increase in the number of external vehicle trips generated by the development above that which was projected during the original development of regional impact review." Having rebutted trip increases proposed by the changes and showing that the proposed access changes will not hinder traffic flows on Oil Well Road, Council staff finds that no additional transportation impacts were identified as a result of the proposed changes. Multijurisdictional Issues No multi jurisdictional issues will result from the proposed change. Need For Reassessment of the DRI There does not appear to be a need to reassess the DRI as a result of the proposed change. Acceptance of Proposed D.O. Language Regional staff recommends that the Council approve staff findings and accept the proposed development order amendment language with one request. Packet Page -3349- . - 11/13/2012 Item 17.C. RECOMMENDED ACTIONS: 1. Approve staff findings as they relate to the proposed changes to the Ave Maria DRI; and 2. Request that Collier County provide a copy of any development order amendment related to the proposed changes to the SWFRPC in order to ensure that the amendment is consistent with the Notice of Proposed Change. 09/12 Packet Page -3350- Ji ag ��yrr' =` f. '�' t •-' - �� rrl� 7r x - � t;t R7 iM1f4F ..� Y c•y- '�f�F {e. }" _ �p�i _ `:z'� I er,i ,.r+F"� ls+r y�• F�t'a {r �a �'� x.54 f � `�_ ��,��ti • - • • � `- J x kl� I1aP. � � r � " ��c �-�"- M. Ek,se. 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THE TOWN OF AVE MARIA NOPC DOA -PL- 20120001160 CCPC PACKET COVER LETTER Packet Page -3355- 3 - � J f �,X h ;; �* \zw #.hPZ';.C�i.f S-� y « � •,�� 4 . day, May 16, 2012 REVISED June 25, 2012 Ms. Kay Deselem, AICP Zoning & Land Development Review Department Collier County Community Development 2800 North Horseshoe Drive Naples, Florida 34104 RE: Town of Ave Maria Development of Regional Impact Notice of Proposed Change (NOPC) Application Dear Ms. Deselem, 11/13/2012 Item 17.C. On behalf of RES Collier Holdings, LLC ( "Applicant "), please find the enclosed Notice of Proposed Change (NOPC) application for Staffs review and approval. The Applicant is requesting to amend Map H contained in the Development of Regional Impact (DRI) Development Order (DO) to allow for an additional access point from Oil Well Road to Arthrex Commerce Park, as described in the enclosed application. The Applicant is concurrently filing a Stewardship Receiving Area Amendment (SRAA) application with Collier County to amend the SRA Master Plan in accordance with the proposed Map H/DRI DO Amendment. No text changes to either the Town Plan or Development of Regional Impact (DRI) Development Order (DO) are proposed as part of this application. BACKGROUND The Town of Ave Maria is a master - planned community originally approved per Development Order 05 -01 /Resolutions 05 -235 and Resolution 05 -234A, and subsequently amended per Development Order 08- 01/Resolution 08 -153. This amendment modified the original development order's affordable housing provisions. In addition to the one (1) DRI DO Amendment, the Stewardship Receiving Area (SRA) has been amended to relocate town center uses internal to the development (SRAA. Another SRAA is currently under review by Collier County Staff to complete text amendments throughout the Town Plan. The project is generally located north of Oil Well Road and west of Camp Keais Road and comprises 5,027 + /- acres. The DRI Development Order allows for the development of a 6,000 student university, 11,000 residential dwelling units, 1.2M square feet of commercial and office uses, 400 hotel rooms, and additional ancillary uses. Currently, the DRI is partially developed with university, residential and commercial uses. Packet Page -3356- 11/13/2012 Item 17.C. The originally approved DRI Map "H" identified two (2) access points onto Oil Well Road and two (2) access points onto Camp Keais Road. Through a subsequent amendment (PL201 000003 1 3), the western -most access point to Oil Well Road was shifted eastward to allow direct connection to the relocated Town Center 2b /Arthrex Commerce Park. REQUEST The Applicant is requesting approval to modify Map H to add an access point from Oil Well Road to the Arthrex Commerce Park site, as shown on the attached exhibits. The access point will allow for improved ingress /egress to the Arthrex Commerce Park, particularly to the Arthrex manufacturing facility, a 200,000 + /- s.f operation approved per SDP- PL20110002702. The facility will operate with three (3) shifts per day, and will employ 250 people per shift upon completion in Spring 2013. The Applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85,000 + /- s.f. of manufacturing and accessory uses, with a total of 700 employees per shift. The unprecedented pace of now anticipated growth of the facility and the disproportionate concentration of vehicular activity around employee shift changes have precipitated the need to disperse traffic and triggered this proposal for an additional point of ingress and egress to the facility. The proposed directional median opening will divert traffic from the Oil Well Road/Arthrex Commerce Drive intersection and reduce the major street delay at this intersection by approximately 9% to 25 %, and the minor street delay by approximately 43% to 73 %. The proposed directional median opening will, therefore, delay the potential signalization of the Oil Well Road/Arthrex Commerce Drive intersection. Accordingly, the proposed access point will improve public health, safety and welfare by providing additional ingress /egress to this major employment center, and will alleviate congestion at the Arthrex Commerce Drive /Oil Well Road intersection. Please refer to the enclosed email from Leo Rodgers, Immokalee Fire Control District Fire Marshal, indicating his support for the proposed access. The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park Drive /Oil Well Road intersection, and therefore exceeds the County's minimum connection separation requirements. Additionally, as outlined in the attached Traffic Impact Statement prepared by David Plummer and Associates, the projected volume at the intersection will exceed the County's thresholds for a new median opening. Based on the proposed NOPC's compliance with DRI DO, as well as the significant benefit to public health, safety and welfare, the Applicant respectfully requests approval of the enclosed application. To assist in your review of this request, please find the following items enclosed for Staff review and approval: 1. One (1) check in the amount of $8,295.00 for the application review fee and fee calculation sheet (submitted 5/16/2012); 2. Twenty -four (24) copies of the cover letter describing the NOPC; Packet Page -3357- 11/13/2012 Item 17.C. 3. Twenty -four (24) copies of the completed NOPC application; 4. Twenty -four (24) copies of the approved Map H; 5. Twenty -four (24) copies of the proposed Map H; 6. Twenty -four (24) copies of the completed state NOPC form; 7. Two (2) copies of the DRI legal description; 8. Two (2) copies of signed owner affidavit with disclosure form; 9. Two (2) copies of the completed addressing checklist; 10. Two (2) copies of notices sent to DOE and SWFRPC; 11. Five (5) copies of the Traffic Impact Statement (TIS) prepared by David Plummer & Associates; 12. Two (2) copies of the email from Fire Marshal Leo Rodgers with the Immokalee Fire Control District indicating support of the proposed access; and 13. Three (3) CDs containing all documents in Word or PDF format. Thank you in advance for your consideration of this request. Please contact me directly at (239) 405 -7777 ext. 207, or alexiscnwaldropengineerine.com, if you have any questions or require further information. Sincerely, WALDROP ENGINEERING, P.A. Xplo Alexis V. Crespo, AICP, LEED AP Principal Planner Enclosures cc: Rick Losee, LAI Design Associates, LLC John Passidomo, Cheffy Passidomo Daniel Trescott, Southwest Florida Regional Planning Council Jeannette Hallock- Solomon, Department of Economic Opportunity Packet Page -3358- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET NOPC APPLICATION Packet Page -3359- er County 11/13/2012 Item 17.C. COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE__. GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net APPLICATION FOR PUBLIC HEARING FOR (check one): ❑ DRI Application for Development Approval (DRI) 0 DRI Notice of Proposed Change (DOA) ❑ Other DRI Development Order Amendment (DOA) PROJECT NUMBER To be completed by staff PROJECT NAME DATE PROCESSED APPLICANT INFORMATION APPLICANT(S) RES Collier Holdings, LLC FIRM N/A ADDRESS 1370 Creekside Blvd. CITY Naples STATE FL Zip 34108 TELEPHONE # (239) 643 -5553 CELL # E -MAIL ADDRESS: I�� E:3 Is the applicant the owner of the subject property? 0 Yes ❑ No Please provide the following information on separate sheets. See list of land owners attached as Exhibit "A" ❑ (a) If applicant is a land trust, so indicate and name beneficiaries. 17/7 (b) If applicant is corporation other than a public corporation, so indicate and name officers and major stockholders. ❑ (c) If applicant is a partnership, limited partnership or other business entity, so indicate and name principals. See Exhibit "B" attached. ❑ (d) If applicant if an owner, indicate exactly as recorded, and list all other owners, if any. ❑ (e) If applicant if a lessee, attach copy of lease, and indicate actual owners if not indicated on the lease. ❑ (f) If applicant is a contract purchaser, attach copy of contract, and indicate actual owner(s) name and address. April 2011 Packet Page -3360- l COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION/ PLANNING AND REGULATION 11/13/2012 Item 17.C. per County 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net NAME OF AGENT John M. Passidomo FIRM Cheffy Passidomo ADDRESS 821 5th Ave. South CITY Naples STATE FL ZIP 34102 TELEPHONE # (239) 436 -1529 CELL # (239) 250 -3894 FAX # (239) 261 -0884 E -MAIL ADDRESS: jmpassidomo @napieslaw.com BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. Detailed legal description of the property covered by the application: (if space is inadequate, attach on separate page.) If request involves change to more than one zoning district, include separate legal description for property involved in each district. Applicant shall submit four (4) copies of a recent survey (completed within the last six months, maximum 1" to 400' scale) if required to do so at the pre - application meeting. NOTE: The applicant is responsible for supplying the correct legal description. If questions arise concerning the legal description, an engineer's certification or sealed survey may be required. * *Portion of Sections 4 -9, 16 -1 S. Township 49 S, Range 29E Section /Township /Range 17 /48 /29 Portion of Sections 31 -33, Township 47S, Range 29E Lot: N/A Block: N/A Subdivision: Town of Ave Maria Plat Book N/A Page #: N/A Property I.D. #: Metes & Bounds Description: See Legal Description Attached Size of property: ft. X ft. = Total Sq. Ft. Acres 5,027 Address /general location of subject property: North of Oil Well Rd. & east of Camp Keais Rd. Does the owner of the subject property own property contiguous to the subject property? If so, give complete legal description of entire contiguous property. (If space is inadequate, attach on separate page). N/A Section /Township /Range 1 J Lot: Block: Subdivision: Plat Book Metes & Bounds Description: Page #: Property I.D. #: April 2011 Packet Page -3361- 11/13/2012 Item 17.C. C o er bounty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252 -2400 FAX (239) 252 -6358 www.colliergov.net DETAIL OF REQUEST Does the proposed action comply with the Collier County Growth Management Plan? X Yes ❑ No If no, provide a written explanation. Has a public hearing been held on this property within the last year? ❑ Yes ❑ No If so, please provide a written explanation of the hearing. If this is a NOPC application, has any portion of the DR[ been ❑SOLD and /or ❑■ DEVELOPED? If so, please provide a written explanation. Please provide a detailed narrative statement that explains the requested action and why this action is proposed. Provide applicable supporting material and a list of all previous actions on the subject site, beginning with the original DRI /PUD approval and including all subsequent amendments. Include hearing number, hearing dates and a summary of the approved action. Please refer to the attached Cover Letter. Please refer to the attached cover letter, which details the requested amendment to Map H. Section 10.03.05.13.3 of the Land Development Code requires an applicant to remove their public hearing advertising sign (s) after final action is taken by the Board of County Commissioners. Based on the Board's final action on this item, please remove all public hearing advertising sign (s) immediately RECORDING OF DEVELOPER COMMITMENTS Within 30 days of adoption of the Ordinance, the owner or developer (specify name) at its expense shall record in the Public Records of Collier County a Memorandum of Understanding of Developer Commitments or Notice of Developer Commitments that contains the legal description of the property that is the subject of the land use petition and contains each and every commitment of the owner or developer specified in the Ordinance. The Memorandum or Notice shall be in form acceptable to the County and shall comply with the recording requirements of Chapter 695, FS. A recorded copy of the Memorandum or Notice shall be provided to the Collier County Planned Unit Development Monitoring staff within 15 days of recording of said Memorandum or Notice. April 2011 Packet Page -3362- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA -PL- 20120001160 CCPC PACKET APPROVED SRA MASTER PLAN Packet Page -3363- vaavavva U V V V U V V Q Q Q Q Q Q Q Q t0 t7 ko Ol N N V M 1� n NO M V1 ip d C NN Y O •� E m 0 v r L O N `O E V y W C C L •v E in o? 3 a 3•aj 2 EL c Z vii V O O F- ru i .f 'O'L� Wall ZWVCM� v a `o 3 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET PROPOSED SRA MASTER PLAN Packet Page -3365- OJ C7 Y O V E < c E 5 0 @ C 2 U E in 3 .a °� E 0 0 Z 0 FAR- . . ................. .... J6 . . . ..... ........... ..... . . cmcm� IL CMEMM rn O CD 4 w 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET APPROVED MAP H Packet Page -3367- { 11/13/2012 Item 17.C. x r f. age o t J WRA 11 {i NSA 1 O 1 li WRA 0 if t NSA ' 0 11 11 OF R F$A NSA R 1 ' • �. R t �t NSA WRY MI i+ {I ABM R 1 .J ii 11 ID n {{ C ei X WRA • 11 D ' 11 _ FBA f- u R 11 �.• R R R 11 R D R 0 WRA Walk WRA R 11 1{ �..► if R '{ 11 '� II • - • 11 II 11 1 11 - - R II NSA �� u I1 '- °�---- -- -- °- ORI LAND USE SUMM ARY --------- --- - --- -- -- -- -------- -°-- a - - 1 - --- R S ------- -- ----- - - W R -C L ------------------------ :::I. A � _ -- _---- - - - - -- Uurvm fl7 / ICIIOCLs 995 AC RlIIma.. 0 Mo., u" 2.917 we 726 AC 0"4"M RLSA DESIGNATIONS O COMtRItR1'Y PACIIT7 all AC 29A RLM K~AV ETIWARD"W ARIA ® WrnARO PRl6M.- ®RLM WATIR RETEKf1CN ARG it �'. PARK 12 AC f1 AO RLM MAER'AT ITEWARCSMIP ARIA C2 LAKE PARKA 176 AC O RLAA CPIR It _ � ROAh1MAh 242 AC 11 C110 IO�RY 4.966 AC 11 i ? � l � � f -.� -� o taoo :,000 A.00a qtr ---••, m �'r = MAP H MASTER DrALOPMENT _ PLAN TOWN OF AVE MARIA PREPARED FOR: NEW TOM DEVELOPMENT, LLLP Packet Page -3368- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET PROPOSED MAP H Packet Page -3369- 11/13/2012 Item u N OIL WELL _—______—_—____--—------------ /RO A D — PREVIOUS DRI LAND USE SUMMARY R UNIVERSITY /SCHOOLS 956 AC RESIDENTIAL 3,115 AC MIXED USE 324 AC COMMUNITY FACILITY 84 AC WETLAND PRESERVE 62 AC PARK 74 AC LAKE /PARKS 175AC ROADWAYS 237 AC DRI BOUNDARY 5,927 AC NCTC'. LAND USE LASSIEI(,ATI E . AND AREA `:HONN AEi C' E 'A.Y INCLUDE I.: TERN <� T. E --S, L- -El S-ACE, AND CTFIER SUPPORTING USES ENGINEERING MAP "H" Packet Page -3370- TOWN °`AVE �A FlLE NMIE: i]900E1]O�Ap UPWTm:0490.^A11 7.C. AMU R ffI, R R / III v n R n it m WRA III CF� M R R I I � 4 Ili FSA 0 P R O — uD R I O WRA WRA I R 1 �L R ( ^� -11 R L R ! ii < lu u u J I I it II J1 I � M 1 R HSA p - - --- - - - - - --- - - -- ----- - - - - -- u I I u I I O u II n ------------------JL---- DRI LAND USE SUMMARY OFF -SITE RLSA DESIGNATIONS II A MU UNIVERSITY / SCHOOLS 956 AC FSA RLSA FLOWWAY STEWARDSHIP AREA F7R RESIDENTIAL 3,016 AC WRA RLSA WATER RETENTION AREA OMIXED USE 423 AC HSA RLSA HABITAT STEWARDSHIP AREA CF COMMUNITY FACILITY 84 AC F-7 RLSA OPEN WETLAND PRESERVE 62 AC OPARK 74 AC OLAKE /PARKS 175AC ® ROADWAYS 237 AC DRI BOUNDARY 5,027 AC NCTC'. LAND USE LASSIEI(,ATI E . AND AREA `:HONN AEi C' E 'A.Y INCLUDE I.: TERN <� T. E --S, L- -El S-ACE, AND CTFIER SUPPORTING USES ENGINEERING MAP "H" Packet Page -3370- TOWN °`AVE �A FlLE NMIE: i]900E1]O�Ap UPWTm:0490.^A11 7.C. 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET COMPLETED STATE NOPC FORM Packet Page -3371- 11/13/2012 Item W.C. FORM DEO- BCP- PROPCHANGE -1 Rule 73C- 40.010, FAC. Effective 11 -20 -90 (Renumbered 10-0 1 - I l ) STATE OF FLORIDA DEPARTMENT OF ECONOMIC OPPORTUNITY DIVISION OF COMMUNITY PLANNING & DEVELOPMENT The Caldwell Building, MSC 160 107 East Madison Street Tallahassee, Florida 32399 NOTIFICATION OF A PROPOSED CHANGE TO A PREVIOUSLY APPROVED DEVELOPMENT OF REGIONAL IMPACT (DRI) SUBSECTION 380.06(19), FLORIDA STATUTES Subsection 380.06(19), Florida Statutes, requires that submittal of a proposed change to a previously approved DRI be made to the local government, the regional planning agency, and the state land planning agency according to this form. 1. I, Alexis V. Crespo, AICP , the undersigned owner /authorized representative of RES Collier Holdings, LLC , hereby give notice of a proposed change to a (developer) previously approved Development of Regional Impact in accordance with Subsection 380.06(19), Florida Statutes. In support thereof, I submit the following information concerning the _Town of Ave Maria development, which (original & current project names) information is true and correct to the best of my knowledge. I have submitted today, under separate cover, copies of this completed notification to _Collier County Government , (local government) to the Southwest Florida Regional Planning Council, and to the Bureau of Community Planning, Department of Economic Opportunity. 5/1/2012 =%Ili, J0 Date Signature Packet Page -3372- 11/13/2012 Item 17.C. 2. Applicant (name, address, phone). RES Collier Holdings, LLC 1370 Creekside Parkway Naples, FL 341.08 (239) 643 -5553 3. Authorized Agent (name, address, phone). Cheffy Passidomo, P.A. c/o John M. Passidomo 821 5th Avenue South Naples, Florida 34102 (239) 436 -1529 Waldrop Engineering, P.A. c/o Alexis V. Crespo, AICP 28100 Bonita Grande Drive, Suite 305 Bonita Springs, FL 34135 (239) 405 -7777, ext. 207 LAI Design Associates, LLC c/o Richard S. Losee, P.E. 10600 Chevrolet Way, Suite 200 Estero, FL 33928 4. Location (City, County, Township /Range /Section) of approved DRI and proposed change. The project is located in portions of Sections 4 -9 & 16 -18, Township 48 South, Range 29 East, and portions of Sections 31 -33, Township 47 South, Range 29 east, Collier County, Florida. The proposed SRA Amendment is specifically located in Section 17, 48 South, 29 East. Provide a complete description of the proposed change. Include any proposed changes to the plan of development, phasing, additional lands, commencement date, build -out date, development order conditions and requirements, or to the representations contained in either the development order or the Application for Development Approval. Indicate such changes on the project master site plan, supplementing with other detailed maps, as appropriate. Additional information may be requested by the Department or any reviewing agency to clarify the nature of the change or the resulting impacts. In The Applicant is requesting approval to modify the DRI DO Map H to add a new access point from Oil Well Road to the Arthrex Commerce Park site, as shown on the proposed Map H and SRA Master Plan attached. The access point will allow for improved ingress /egress to the Arthrex Commerce Park, particularly to the Arthrex manufacturing facility, a 200,000 + /- s.f. operation approved per SDP- PL20110002702. Ave Maria DRI - NOPC Application 05 -01 -12 Page 2 of 12 Packet Page -3373- 11/13/2012 Item 17.C. The facility will employ 250 people per shift upon completion in Spring 2013. The Applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85,000 + /- s.f. of manufacturing and accessory uses, with a total of 700 employees per shift. Accordingly, the proposed access point will improve public health, safety and welfare by providing additional ingress /egress to this major employment center, and will alleviate congestion at the Arthrex Commerce Drive /Oil Well Road intersection. Furthermore, the proposed access point is not in conflict with any of the requirements /conditions of DRI DO 05- 01 and 08 -01, and will not require any text amendments to the DO. The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park Drive /Oil Well Road intersection, and therefore significantly exceeds the County's minimum connection separation requirements. Additionally, as outlined in the attached Traffic Impact Statement prepared by David Plummer and Associates, the projected volume at the intersection will exceed the County's thresholds for a new median opening. 6. Complete the attached Substantial Deviation Determination Chart for all land use types approved in the development. If no change is proposed or has occurred, indicate no change. The substantial deviation determination chart has been prepared and is included below. No changes are proposed to the development intensity; therefore, all land use categories are stated as "Not Applicable ". 7. List all the dates and resolution numbers (or other appropriate identification numbers) of all modifications or amendments to the originally approved DRI development order that have been adopted by the local government, and provide a brief description of the previous changes (i.e., any infonnation not already addressed in the Substantial Deviation Determination Chart). Has there been a change in local government jurisdiction for any portion of the development since the last approval or development order was issued? If so, has the annexing local government adopted a new DRI development order for the project? Collier County Resolution 08- 153 /DRI DO 08 -01, adopted May 27, 2008, amended the DRI DO affordable housing provisions. Collier County Resolution 11 -132 /DRI DO 11 -03, adopted Julv 26, 2011, relocated 50 acres of Town Center land uses internal to the development, and relocated an access point to Oil Well Road. There has been no change in local government jurisdiction for any portion of the development since the development order was issued. Ave Maria DRI - NOPC Application 05 -01 -12 Page 3 of 12 Packet Page -3374- 11/13/2012 Item 17.C. Describe any lands purchased or optioned within 1/4 mile of the original DRI site subsequent to the original approval or issuance of the DRI development order. Identify such land, its size, intended use, and adjacent non - project land uses within '/2 mile on a project master site plan or other map. No lands have been acquired or optioned by the Applicant or Owner within '/4 mile of the Ave Maria DRI. 9. Indicate if the proposed change is less than 40% (cumulatively with other previous changes) of any of the criteria listed in Paragraph 380.06(19)(b), Florida Statutes. Do you believe this notification of change proposes a change which meets the criteria of Subparagraph 380.06(19)(e)2., F.S. YES X NO 10. Does the proposed change result in a change to the buildout date or any phasing date of the project? if so, indicate the proposed new buildout or phasing dates. No. 11. Will the proposed change require an amendment to the local government comprehensive plan? No. Provide the following for incorporation into such an amended development order, pursuant to Subsections 380.06 (15), F.S., and 73- 40.025, Florida Administrative Code: 12. An updated master site plan or other map of the development portraying and distinguishing the proposed changes to the previously approved DRI or development order conditions. The proposed access point is shown on proposed Map H and SRA Master Plan attached. 13. Pursuant to Subsection 380.06(19)(f), F.S., include the precise language that is being proposed to be deleted or added as an amendment to the development order. This language should address and quantify: a. All proposed specific changes to the nature, phasing, and build -out date of the development; to development order conditions and requirements; to commitments and representations in the Application for Development Approval; to the acreage attributable to each described proposed change of land use, open space, areas for preservation, green belts; to structures or to other improvements including locations, square footage, number of units; and other major characteristics or components of the proposed change; Ave Maria DRI - NOPC Application 05 -01 -12 Page 4 of 12 Packet Page -3375- 11/13/2012 Item 17.C. There are no proposed changes to the nature, phasing or buildout date of the development, or the DRI DO conditions and requirements. The amendment does not impact the commitments and representations in the Application for Development Approval. As noted above, the proposed amendment does not impact the approved acreage for land uses, open space, preserve or other improvements. b. An updated legal description of the property, if any project acreage is/has been added or deleted to the previously approved plan of development; N/A C. A proposed amended development order deadline for commencing physical development of the proposed changes, if applicable; N/A d. A proposed amended development order termination date that reasonably reflects the time required to complete the development; N/A e. A proposed amended development order date until which the local government agrees that the changes to the DRI shall not be subject to down - zoning, unit density reduction, or intensity reduction, if applicable; and N/A f. Proposed amended development order specifications for the annual report, including the date of submission, contents, and parties to whom the report is submitted as specified in Subsection 73C- 40.025 (7), F.A.C. 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O ct O r+ bA U U s. bA U � O N V o U b � 0 O cz U a• Q O U O O � z� ,a Q W N O N CD 3 v H d x U z 0 Q z w w A z 0 d w a .a ¢ d N 0 0 U C1, � Q O a� z� �a Lo N O o 3 6 ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ z z z z z z z z z z z z z z z z z w �- o t o o b y to ZD CA do o N 0 0 U C1, � Q O a� z� �a Lo N O o 3 6 H d U z 0 F d z F W A z O d W W d F z h C/1 N 0 0 U A. Q O U a O � z� .a 5 Q w N N CD 3 z z z z z z z z z z U 0 [A i U t- C _ O O U O CIO ct Ln a \� En i cz > U N N 0 0 U A. Q O U a O � z� .a 5 Q w N N CD 3 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET LEGAL DESCRIPTION Packet Page -3384- rr��,[I /�IIIII /Gl Afew DfmcMm inP%vy ng oag,&E„p;,wdnV 11/13/2012 Item 17.C. EXHIBIT "A" - D.RI. LANDS DESCRIPTION OF PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, COLLIER COUNTY, FLORIDA- ALL THAT PART OF SECTIONS 4 THROUGH 9 AND SECTIONS 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 31 THROUGH 33, TOWNSHIP 47 SO UTH H, RANGE 29 EAST, COLLIER COUNTY, FLORIDA BEING MORE PARTICULARLY DESCRIBED FOLLOWS: AS COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 16: THENCE NORTH 01'04'10" WEST 50.00 FEET TO THE NORRf- R[Q8T - -OE. WAY UNE..OF-OIL WELL-- - ROAD {1 00 FOOTRIGHT OF WAIj AND THE POINT OF BEGINNING OF THE PARCEL HEREIN DESCRIBED; THENCE SOUTH 88.5T06" WEST 152.15 FEET; THENCE NORTH 01'07'23" WEST 300.01 FEET TO A POINT ON A LINE LYING 300 FEET NORTH OF AN PARALLEL WITH THE NORTH RIGHT-OF-WAY LINE OF SAID OIL WELL ROAD; THENCE ALONG SAID LINE SOUTH 88 "57'05" WEST 2,417.56 FEET; THENCE CONTINUING ALONG SAID LINE SOUTH 88'5537" WEST 1.128.15 FEET; TkIEAIGE- LEAVWG -SA -fD tWE-W RTH- M'13'46 ST 1,089.65..FEET• ..... . THENCE SOUTH 89'32'56" WEST 1,514.02 FEET; , THENCE SOUTH 89'24'19" WEST 3977.40 FEET, THENCE NORTH 00'01'40' EAST 1280.68 FEET; THENCE NORTH 90 "00'00" EAST 1125.68 FEET; THENCE NORTH 00'19'38" WEST 520.46 FEET; THENCE NORTH 09'27'58" EAST 38.31 FEET; THENCE NORTH 14'56'15" EAST 32.59 FEET; THENCE NORTH 59'02'49" EAST 24.49 FEET; THENCE NORTH 68'12'25" EAST 33.93 FEET; THENCE NORTH 73 "08'54" EAST 72.42 FEET; THENCE NORTH 69 "14'09" EAST 65.14 FEET; THENCE NORTH 61'11'58" EAST 47.93 FEET; THENCE NORTH 56'44'10" EAST 80.38 FEET; THENCE NORTH 54'18'17" EAST 82.75 FEET; THENCE NORTH 51'34'19" EAST 552.31 FEET; THENCE NORTH 12'32'03" EAST 52.12 FEET; THENCE NORTH 16'41'34" WEST 780.99 FEET; THENCE NORTH 38'40'18" WEST 48.27 FEET; THENCE NORTH 55'58'45" WEST 175.13 FEET; THENCE NORTH 78 °14'12" WEST 4621 FEET; THENCE SOUTH 86 °41'17" WEST 358.77 FEET; THENCE -NORTH 43'16'35" WEST 44.00 FEET; THENCE NORTH 01'28'53" WEST 584.34 FEET; THENCE NORTH 88'45'30" EAST 2,256.99 FEET; THENCE NORTH 11'31'40" WEST 679.82 FEET, THENCE.NORTH 29 °5T19" EAST43.24 FEET; THENCE NORTH 80.03'11" EAST 750.96 FEET; THENCE NORTH 82'05'14" EAST 23.32 FEET, THENCE NORTH 08'45'48" WEST 831.15 FEET; THENCE 82.76 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 128.55 FEET THROUGH A CENTRAL ANGLE OF 36'53'11" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 23'30'23" EAST 81.34 FEET TO A POINT OF REVERSE CURVATURE; THENCE 149.95 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE WEST, HAVING A RADIUS OF 215.80 FEET THROUGH A CENTRAL ANGLE OF 39.48'43" SUBTENDED BY A CHORD WHICH BEARS NORTH 22 °02'37" EAST 146.95 FEET; THENCE NORTH 02'08'16" EAST 434.86 FEET; THENCE NORTH 38'40'13" EAST 124.61 FEET; THENCE NORTH 23'55'58" EAST 503.82 FEET; THENCE NORTH 89'19'06" EAST 272.53 FEET; THENCE NORTH 81'10'42" EAST 718.98 FEET, THENCE NORTH 09'56'39" EAST 638.73 FEET; THENCE NORTH 73 °36'58" EAST 172.46 FEET; Offices strategically located to serve our clients 800.649.4336 Naples/Corporate Office 3200 Bailey Lane, Suite 200 • Naples, Florida 34105 . 239.549.4040 • Fax 239.643.5716 wllsanmiiler. com Packet Page - 3385 -oo»o WiWnmiller' 11/13/2012 Item 17.C. New Dirwfions In Planning. Design 6 Engineering DESCRIPTION OF PART OF SECTION 4 THROUGH 9.16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHIBIT *A"- D.R.I. LANDS (CONTINUED): THENCE NORTH 10 °5322" EAST 171.73 FEET; THENCE 327.51 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 275.44 FEET THROUGH A CENTRAL ANGLE OF 68 °07'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 39 °53'35" WEST 308.56 FEET; THENCE NORTH 73'5T24" WEST 492.85 FEET; THENCS'3i32i'FEE7 ALONG THEARC OF A NON- TANGENTIAt -CIRCULAR`CURVE-CONCAVE- - -° -- - -- SOUTH HAVING A RADIUS OF 331.73 FEET THROUGH A CENTRAL ANGLE OF 54 005'52" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 90 °00'00" WEST 301.71 FEET; THENCE SOUTH 62'5TO4" WEST 506.32 FEET; THENCE 155.39 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 107.24 FEET THROUGH A CENTRAL ANGLE OF 83 °01'31" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 27'09'30" WEST 142.15 FEET; TH EMCE-StITI 14'21 1S' EAS I 287-.MTEET , THENCE 34i.14 FEET ALONG THE ARC OR A NON - TANGENTIAL CIRCULAR CURVE CONCAVE NORTHWEST HAVING A RADIUS OF 168.89 FEET THROUGH A CENTRAL ANGLE OF 115 "44'01" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 29 °11'23" WEST 286.03 FEET; THENCE SOUTH 87'0324" WEST 81.50 FEET; THENCE SOUTH 19'06'00" WEST 178.46 FEET; THENCE SOUTH 73 "34'35" WEST 263.81 FEET; THENCE SOUTH 33'42'00" WEST 81.86 FEET; THENCE SOUTH 51 "52'05" WEST 1,402.28 FEET; THENCE 219.21 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR CURVE CONCAVE SOUTHEAST HAVING A RADIUS OF 151.50 FEET THROUGH A CENTRAL ANGLE OF 82'54'07" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 22 °50'28" WEST 200.58 FEET; THENCE SOUTH 18'36'35" EAST 1,047.10 FEET; THENCE 196.86 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR CURVE CONCAVE NORTHEAST HAVING A RADIUS OF 170.73 FEET THROUGH A CENTRAL ANGLE OF 66'04'00" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 48'32'34" EAST 186.14 FEET; THENCE SOUTH 81'34'34" EAST 177.10 FEET; THENCE SOUTH 14002'28" EAST 106.97 FEET; THENCE SOUTH 15'5324" WEST 33.42 FEET; THENCE SOUTH 72'18'08" WEST 1325.01 FEET; THENCE NORTH 16022'40" WEST 868.64 FEET; THENCE NORTH 16'02'21" WEST 1,001.63 FEET; THENCE NORTH 15'43'23" WEST 808.63 FEET; THENCE NORTH 14°29'42" WEST 215.30 FEET; THENCE NORTH 02'51'21" WEST 51.77 FEET; THENCE NORTH 37'59'19" EAST 51.77 FEET; THENCE NORTH 58'24'39" EAST 660.90 FEET; THENCE NORTH 56'56'25" EAST 865.77 FEET; THENCE NORTH 62'2T21" EAST 303.89 FEET; THENCE NORTH 58 °11'43" EAST 148.88 FEET; THENCE NORTH 66'2T20" EAST 99.67 FEET; THENCE NORTH 79'59'44" EAST 60.67 FEET; THENCE NORTH 18 °39'40" EAST 212.96 FEET; THENCE NORTH 13 "26'09" EAST 80.67 FEET; THENCE NORTH 04'05'14" EAST 65.75 FEET; THENCE NORTH 00'4T28" EAST 593.12 FEET; THENCE NORTH 05 "29'40" EAST 61.18 FEET; THENCE NORTH 20'1T22" EAST 57.43 FEET; THENCE NORTH 51 °55'17" EAST 55.07 FEET; THENCE SOUTH 84 "48'27" EAST 51.76 FEET; THENCE SOUTH 67 "53'53" EAST 40.46 FEET; THENCE SOUTH 53 937'33" EAST 55.29 FEET; THENCE SOUTH 55 °37'37" EAST 158.19 FEET; THENCE SOUTH 66'28'32" EAST 79.22 FEET; 970/2004- t27230 vw.. Oil- BSTOCKlUM cwa 637960004)04. o Packet Page -3386- wils6fimiller, 11/13/2012 Item 17.C. New Diacdons In Planning, Design d Enghw ing DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA - EXHIBIT'A'- D.R.I. LANDS (CONTINUED): THENCE SOUTH 81.19'48" EAST 69.92 FEET; THENCE NORTH 80.53'08" EAST 96.10 FEET; THENCE NORTH 83'09'35" EAST 88.49 FEET; THENCE SOUTH 75'58'08" EAST 57.96 FEET; THENCE SOUTH 45.44'09" EAST 65.43 FEET; THENCE -SOUTH 23'12'23"-EAST 107.03 FEET;____---.------_------_------ ...----._- __.__....__._-- __--- ......_ - -.- THENCE SOUTH 31.09'29" EAST 124.53 FEET; THENCE SOUTH 36'28'03" EAST 195.13 FEET; THENCE SOUTH 41'49'01" EAST 193.27 FEET; THENCE SOUTH 41'27"57"' EAST 187.53 FEET; THENCE SOUTH 50.06'28" EAST 177.12 FEET; THENCE NORTH 86.06'03" EAST 103.33 FEET; tiENCEE -NOR , THENCE NORTH 58 "49'02" EAST 61.16 FEET THENCE NORTH 41'11'10" EAST 266.09 FEET; THENCE NORTH 43'45'15" EAST 203.61 FEET; THENCE NORTH 63'26'06" EAST 230.67 FEET; THENCE NORTH 55 °12'54" EAST 17.74 FEET; THENCE NORTH 06'58'17" WEST 40.07 FEET; THENCE NORTH 60'20'46" EAST 94.06 FEET; THENCE NORTH 14.4246" EAST 42.02 FEET; THENCE NORTH 52 °22'08" EAST 29.10 FEET; THENCE NORTH 05 °13'18" EAST 37.01 FEET; THENCE NORTH 07'13'16" WEST 185.10 FEET; THENCE NORTH 08'55'50" WEST 66.36 FEET; THENCE NORTH 08'35'26" WEST 70.11 FEET; THENCE NORTH 03'30'28" EAST 24.24 FEET; THENCE NORTH 09'22'28" EAST 32.62 FEET; THENCE NORTH 32'03'11' EAST 61.35 FEET; THENCE NORTH 41 °59'52" EAST 54.16 FEET, THENCE NORTH 46'38'59" EAST 44.15 FEET; THENCE NORTH 40'19'34" EAST 80.40 FEET; THENCE NORTH 39 °30'46" EAST 42.43 FEET; THENCE NORTH 52'07"39" EAST 71.16 FEET; THENCE NORTH 60.17'11" EAST 55.95 FEET; THENCE NORTH 68 °43'34" EAST 63.02 FEET; THENCE NORTH 86'12'19" EAST 41.51 FEET; THENCE SOUTH 75'32'58" EAST 74.98 FEET; THENCE NORTH 78'55'50" EAST 42.97 FEET; THENCE NORTH 69.31'07" EAST 36.80 FEET: THENCE NORTH 75.37'20" EAST 34.34 FEET; THENCE SOUTH 72'08'39" EAST 57.43 FEET; THENCE SOUTH 56'52'50" EAST 70.22 FEET; THENCE SOUTH 56 °52'18 "'EAST 99.31 FEET; THENCE SOUTH 70'35'59" EAST 56.76 FEET; THENCE SOUTH 85'12'15" EAST 70.23 FEET; THENCE NORTH 85 °47"37" EAST 52.90 FEET; THENCE NORTH 77'16'18" EAST 51.33 FEET; THENCE NORTH 64 °20'23" EAST 9.49 FEET; THENCE NORTH 23'58'25" EAST 60.47 FEET; THENCE NORTH 39 °27"42" EAST 136.06 FEET; THENCE NORTH 18 °12'03" EAST 123.70 FEET; THENCE NORTH 16'26'30" WEST 137.54 FEET; THENCE NORTH 45.55'34" WEST 133.51 FEET; THENCE NORTH 84'43'21 " WEST 101.26 FEET; THENCE SOUTH 87 °06'53" WEST 375.05 FEET; avWMN, ttmo Ver. Oil- USTOCKFWA Cw 03786400.000 - o Packet Page -3387- New Directions to Pkwninp, Desipn & fnpineerinp 11/13/2012 Item 17.C. DESCRIPTION OF PART OF SECTION 4 THROUGH 9,16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST. AND PART OF SECTIONS 30 THROUGH 33, TOWNBHW4MYdTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA EXHIBIT "A' - D.R.I. LANDS (CONTINUED): THENCE SOUTH 86 "31'55" WEST 296.36 FEET; THENCE NORTH 02'29'11" WEST 25.06 FEET; THENCE SOUTH 85 "19'00" WEST 63.79 FEET; THENCE SOUTH 87 "01'35" WEST 57.73 FEET; THENCE NORTH 65 "14'11" WEST 27.05 FEET; ..__._._.._ THENCE .NORTH_86_11109 --WEST 22.51. FEET;..__.. THENCE NORTH 71 "01'47" WEST 25.34 FEET; THENCE NORTH 74 °57'44" WEST 25.97 FEET; THENCE NORTH 80 "42'24" WEST 41.73 FEET; THENCE NORTH 77 "00'19" WEST 49.95 FEET; THENCE NORTH 78 "26'56" WEST 104.70 FEET; THENCE NORTH 78 "45'16" WEST 195.82 FEET; THENCE NORTH 79 "21'51" WEST 81.14 FEET; .....THENCE NORTH 76 '30'15.. ". WEST 38.50 FEET;_......._ THENCE NORTH 70 "33'36" WEST 13.50 FEET; THENCE NORTH 53 "58'21" WEST 10.18 FEET; THENCE NORTH 53 "58'22" WEST 10.18 FEET; THENCE NORTH 43'09'08" WEST 16.42 FEET; THENCE NORTH 34 "52'31" WEST 30.12 FEET; THENCE NORTH 37 "08'48" WEST 31.00 FEET; THENCE NORTH 45 "00'00" WEST 37.06 FEET; THENCE NORTH 43 °28'45" WEST 29.92 FEET; THENCE NORTH 52 "29'45" WEST 40.59 FEET; THENCE NORTH 53'28'16" WEST 25.16 FEET; THENCE NORTH 69'51'49" WEST 23.93 FEET; THENCE NORTH 72'53'50" WEST 40.74 FEET; THENCE NORTH 74'38'02" WEST 101.72 FEET; THENCE NORTH 76'25'14" WEST 79.73 FEET; THENCE NORTH 73 "50'34" WEST 83.41 FEET; THENCE NORTH 77'16'32" WEST 71.39 FEET; THENCE NORTH 70 °44'15" WEST 32.62 FEET; - . THENCE NORTH 75'44'50" WEST 240.26 FEET, THENCE SOUTH 76 "22'29" WEST 5420 FEET; THENCE NORTH 75 °46'41" WEST 12.81 FEET; THENCE NORTH 78 "06'45" WEST 243.02 FEET; THENCE SOUTH 87 "32'28" WEST 438.43 FEET; THENCE SOUTH 86 "36'21" WEST 1,109.58 FEET; THENCE NORTH 77 °00'11" WEST 142.86 FEET; THENCE SOUTH 17 °30'03" WEST 10.94 FEET; THENCE SOUTH 21 "30'05" EAST 36.63 FEET; THENCE SOUTH 30'57'50" WEST 6.02 FEET; THENCE NORTH 73 "10'43" WEST 139.18 FEET; THENCE NORTH 11 "46'06" WEST 25.32 FEET; THENCE NORTH 05'42'38" WEST 20.76 FEET; THENCE NORTH 04'23'55" WEST 13.47 FEET; THENCE NORTH 50'11'40" WEST 8.07 FEET; THENCE NORTH 83 °59'28" WEST 19.73 FEET; THENCE NORTH 84 "57'27" WEST 35.25 FEET; THENCE NORTH 83 "49'48" WEST 38.44 FEET; THENCE NORTH 80 °44'23" WEST 96.27 FEET; THENCE NORTH 79 "48'04" WEST 449.12 FEET; THENCE NORTH 77 "49'57" WEST 284.20 FEET; THENCE NORTH 83 "39'35" WEST 93.52 FEET; THENCE NORTH 87'39'46" WEST 101.30 FEET; THENCE NORTH 84'25'40" WEST 85.09 FEET; THENCE NORTH 77 °28'16" WEST 95.22 FEET; =(V2044- Iz7a0 v.r. 011• aeroca+au auu 0378 54)04000..0 Packet Page -3388- w��sonm�i�er 11.1 New Directions In Planning, Design 6 Engineering 3 2012 Item 17.C. DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHISIT'A" - D.R.I. LANDS (CONTINUED); THENCE NORTH 77 023'45" WEST 170.38 FEET; THENCE NORTH 75 °57'50" WEST 76.65 FEET; THENCE NORTH 69'26'38" WEST 35.30 FEET; THENCE NORTH 69 046'31" WEST 41.82 FEET, THENCE NORTH 48'48'50" WEST 43.91 FEET; - ..- .._. -.___ THENCE NORTH 46'14'43" WEST 134.40 FEET;-- - - - - -- THENCE NORTH 43'58'24" WEST 611.34 FEET; THENCE NORTH 45'00'00" WEST 338.85 FEET; THENCE NORTH 44'41'45" WEST 412.62 FEET; THENCE NORTH 43'26'06" WEST 267.38 FEET; THENCE NORTH 46027'29" WEST 200.89 FEET; THENCE NORTH 66*02*14" EAST 12.72 FEET; TLENGENOR TH- 84±G�rC -t1 ST- 8-.8 -FEE-T; THENCE NORTH 03' 20'45" EAST 73.83 FEET, _ ...._.. THENCE SOUTH 85'25'42" WEST 6.48 FEET; THENCE NORTH 90'00'00" WEST 10.84 FEET; THENCE SOUTH 70'27'48" WEST 16.99 FEET; THENCE SOUTH 56'18'36" WEST 14.89 FEET; THENCE SOUTH 75'57'49" WEST 17.03 FEET; THENCE SOUTH 87'16'25" WEST 10.86 FEET; THENCE NORTH 59'20'58" WEST 1621 FEET; THENCE NORTH 35'32'16" WEST 17.77 FEET; THENCE NORTH 26'33'54" WEST 17.32 FEET; THENCE NORTH 16'11'21" WEST 16.67 FEET; THENCE NORTH 01052'04 "WEST 47.53 FEET, THENCE NORTH 00'05'16" WEST 336.69 FEET; THENCE NORTH 00'29'38" WEST 299.52 FEET; THENCE NORTH 00'56'29" WEST 220.01 FEET; THENCE NORTH 00'52'19" EAST 237.57 FEET; THENCE NORTH 00'46'52" WEST 113.62 FEET; THENCE NORTH 00'00'00" EAST 13.43 FEET; THENCE NORTH 14'02'10" EAST 8.52 FEET; THENCE NORTH 45'00'00" EAST 5.84 FEET; THENCE NORTH 71'33'54" EAST 9.80 FEET; THENCE NORTH 82`24'19" VAST 15.63 FEET; THENCE SOUTH 89'12'02" EAST 222.07 FEET; THENCE SOUTH 86'36'31" EAST 69.83 FEET; THENCE SOUTH 82'38'52" EAST 32.28 FEET; THENCE SOUTH 70'49'16" EAST 25.15 FEET; THENCE SOUTH 60'38'32" EAST 18.96 FEET; THENCE SOUTH 62 °44'41" EAST 38.34 FEET; THENCE SOUTH 73'08'30" EAST 35.61 FEET; THENCE SOUTH 87'42'34" EAST 25.84 FEET; THENCE NORTH 86'18'31" EAST 32.08 FEET; THENCE NORTH 74'58'54" EAST 43.84 FEET; THENCE NORTH 66 °16'18" EAST 51.33 FEET; THENCE NORTH 56'01'25" EAST 57.29 FEET; THENCE NORTH 52'34'43" EAST 171.66 FEET; THENCE NORTH 43'53'54" EAST 75.96 FEET; THENCE NORTH 36'37'17" EAST 47.61 FEET; THENCE NORTH 35'48'12" EAST 77.68 FEET; THENCE NORTH 30'21'29" EAST 83.78 FEET; THENCE NORTH 22'37'12" EAST 67.13 FEET; THENCE NORTH 13'36'02" EAST 32.94 FEET; THENCE NORTH 14'28'13" EAST 66.13 FEET; THENCE NORTH 10'57'15" EAST 65.22 FEET; QM:A 0 127250 Ver. Olt- eSTCCt ` AXI uau 0578SQD04)0a. 0 Packet Page -3389- WI/�0�1/V1I/le!' 11/13/2012 Item 17.C..�, New Directions in Planning, Design 6 Engineering DESCRIPTION OF PART OF SECTION 4 THROUGH 9,16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, _ TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHIBIT'A'- D.R.I. LANDS (CONTINUED): THENCE NORTH 11'18'36" EAST 21.06 FEET; THENCE NORTH 16041'58" EAST 10.78 FEET; THENCE NORTH 45'00'00" EAST 10.22 FEET; THENCE NORTH 58 "23'33" EAST 15.76 FEET; THENCE NORTH 64'3914" EAST 21.71 FEET; . - - - -__ THENCE NORTH 6704T47 -" EAST 163.96- FEET;----- - - - - -- THENCE NORTH 64 059'39" EAST 161.25 FEET; THENCE NORTH 66022'14" EAST 18.04 FEET; THENCE NORTH 72'53'50" EAST 28.10 FEET; THENCE NORTH 90000'00" EAST 14.46 FEET; THENCE NORTH 88 °18'55" EAST 35.13 FEET; THENCE SOUTH 88'36'10" EAST 42.36 FEET; THENCE NORTH 90'00'00' EAST 28.92 FEET; THENCE SOUTH 82 °4547" EAST 16.40 FEET; ... - ... _ _.... . THENCE SOUTH 61'55'39" EAST 17.73 FEET; THENCE NORTH 69 °34'35" EAST 118.02 FEET; THENCE NORTH 81'56'55" EAST 17.06 FEET; THENCE NORTH 86'43'15" EAST 124.39 FEET; THENCE NORTH 13'46'19" WEST 328.58 FEET; THENCE NORTH 70'48'07" EAST 76.21 FEET; THENCE NORTH 54'29'06" EAST 37.97 FEET; THENCE NORTH 21'53'45" WEST 54.48 FEET; THENCE NORTH 70 *4T14" EAST 77.55 FEET; THENCE NORTH 71 °02'31" EAST 35.61 FEET; THENCE NORTH 72'16'21" EAST 131.70 FEET; THENCE NORTH 72'04'43" EAST 126.98 FEET; THENCE NORTH 73'13'18' EAST 106.86 FEET; THENCE NORTH 71'11'17" EAST 74.14 FEET; THENCE NORTH 68'33'08" EAST 30.93 FEET; THENCE NORTH 71'33'54" EAST 17.88 FEET; THENCE NORTH 81'15'14" EAST 13.52 FEET; THENCE SOUTH 83 °05'20" EAST 17.09 FEET; THENCE SOUTH 47'43'35" EAST 15.29 FEET; THENCE SOUTH 37'20'58" EAST 24.58 FEET; THENCE SOUTH 16 °38'20" EAST 46.68 FEET; THENCE SOUTH 24 °1017" EAST 35.78 FEET; THENCE SOUTH 21 °52'45" EAST 70.36 FEET; THENCE SOUTH 34 °33'45" EAST 28.09 FEET; THENCE SOUTH 47'26'12" EAST 34.20 FEET; THENCE SOUTH 52'25'53" EAST 8.43 FEET; THENCE SOUTH 71'33'54" EAST 9.75 FEET; THENCE SOUTH 85'01'49" EAST 11.87 FEET; THENCE SOUTH 87.08'15" EAST 20.59 FEET; THENCE SOUTH 88'25'50" EAST 37.54 FEET; THENCE NORTH 87'33'48" EAST 48.37 FEET, THENCE SOUTH 89'35'00" EAST 141.38 FEET; THENCE NORTH 89'06'34" EAST 99.23 FEET; THENCE NORTH 84'31'51" EAST 48.55 FEET; THENCE NORTH 82'20'00" EAST 26.97 FEET; THENCE NORTH 79046'40" EAST 31.87. FEET; THENCE NORTH 76 °27'51" EAST 28.56 FEET; THENCE NORTH 70 °23'45" EAST 39.84 FEET; THENCE NORTH 70'48'11" EAST 134.46 FEET; THENCE NORTH 70 °37'19" EAST 79.02 FEET; THENCE NORTH 66'32'28" EAST 29.70 FEET; THENCE NORTH 57'49'44" EAST 37.66 FEET; Q 2oa- IZ7:30 Ver. 011- eSTOCwuM C_j 0378&400-ODD. - o Packet Page -3390- wils6fimiller, 11/13/2012 Item 17.C. Now Directions In Planning, Design & EngTncenng DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHIBIT *A"- D.R.I. LANDS (CONTINUED): THENCE NORTH 53'21'57" EAST 74.96 FEET; THENCE NORTH 54 °24'59' EAST 148.87 FEET; THENCE NORTH 50'50'35" EAST 203.54 FEET; THENCE NORTH 48.'43'53" EAST 33.52.FEET, THENCE NORTH 32'23'52" EAST 31.67 FEET; - - THENCE 334.86 FEETALONG THEARC OFA- NON= TANGENTIAL CIR-CULAR-CURVE"CONCAVE- -'- -'" WEST HAVING A RADIUS OF 272.48 FEET THROUGH A CENTRAL ANGLE OF 70'2448" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 06'25'03" WEST 314.18 FEET; THENCE NORTH 41'3T27" WEST 133.18 FEET; THENCE 184.60 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE SOUTHWEST HAVING A RADIUS OF 573.36 FEET THROUGH CENTRAL ANGLE OF 18'26'50" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 50 "50'52" WEST 183.80 FEET; THENCE 44.34 FEET ALONG THE ARC OF A NON- TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 29.99 FEET THROUGH A CENTRAL ANGLE OF 84'41'37" AND BEING SUBTENDED BY A CHORD WHICH BEARS NORTH 17'43'30" WEST 40.41 FEET; THENCE NORTH 24'3T19" EAST 671.69 FEET; THENCE NORTH 23'5837" EAST 211.35 FEET; THENCE NORTH 27045'05" EAST 100.63 FEET; THENCE NORTH 34'51'48" EAST 129.90 FEET; THENCE NORTH 36'14'23" EAST 119.58 FEET; THENCE NORTH 39'15'14" EAST 61.92 FEET; THENCE NORTH 30 "3T48" EAST 96.80 FEET; THENCE NORTH 31'09'42" EAST 136.09 FEET; _ THENCE NORTH 31'5T25" EAST 103.02 FEET; THENCE NORTH 32 "39'03" EAST 134.08 FEET; THENCE NORTH 28'3224" EAST 53.34 FEET; THENCE NORTH 31'1549" EAST 35.90 FEET; THENCE NORTH 36 °52'12" EAST 24.66 FEET; THENCE NORTH 53'49'13" EAST 22.74 FEET; THENCE NORTH 59 °30'01" EAST 46.43 FEET; THENCE NORTH 58'1635" EAST 70.87 FEET; THENCE NORTH 46 °49'06" EAST 48.85 FEET; THENCE NORTH 34 °36'20" EAST 66.58 FEET; THENCE NORTH 36'23'58" EAST 266.89 FEET; THENCE NORTH 35'28'00" EAST 51.47 FEET; THENCE NORTH 24'13'40" EAST 48.08 FEET; THENCE NORTH 20 °29'50" EAST 62.60 FEET; THENCE NORTH 17 032'36" EAST 44.54 FEET; THENCE NORTH 11'02'07" EAST 134.56 FEET; THENCE NORTH 09'20'41" EAST 65.81 FEET; THENCE NORTH 08 °49'13" EAST 32.16 FEET; THENCE NORTH 02'OT16" WEST 14.81 FEET; THENCE NORTH 19'58'59" WEST 12.83 FEET; THENCE NORTH 29'55'53" WEST 20.87 FEET; THENCE NORTH 45'00'00" WEST 56.96 FEET; THENCE NORTH 48'51'56" WEST 57.48 FEET; THENCE NORTH 42'38'48" WEST 28.31 FEET; THENCE NORTH 38'4T48" WEST 35.86 FEET; THENCE NORTH 43'25'04" WEST 39.03 FEET; THENCE NORTH 36 022'11" EAST 30.93 FEET; THENCE NORTH 23 °54'19" EAST 139.67 FEET; THENCE SOUTH 66 °53'26" EAST 241.46 FEET; THENCE SOUTH 64045'28" EAST 263.29 FEET, THENCE SOUTH 71'18'47" EAST 57.07 FEET; THENCE SOUTH 85 °07'33" EAST 50.51 FEET; W=2004- 127200 Vx 01!- BSTCCKK&M Q..Q M?3&000,-Ml.. o Packet Page -3391- i9rilsdaMillerw 11/13/2012 Item 17.C. New Dirac6m In Planning, Design & Enpineering DESCRIPTION OF PART OF SECTION 4 THROUGH 9,16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, _ TOWNSHIP 47 SOUTH, RANGE 28 EAST; COLLIER COUNTY, FLORIDA EXHIBIT 'A'- D.R.I. LANDS (CONTINUED): k... THENCE NORTH 81 005'07" EAST 75.18 FEET; THENCE NORTH 81'43'21" EAST 63.88 FEET; THENCE NORTH 84'5T08" EAST 36.24 FEET; THENCE SOUTH 86 "25'39" EAST 63.61 FEET; THENCE SOUTH 81'3121" EAST 262.28 FEET; THENCE SOUTH 88"08'03`EAST 271-99 FEET--' THENCE NORTH 80'58'13" EAST 327.79 FEET; THENCE NORTH 67'50'56" EAST 252.22 FEET; THENCE NORTH 81'02'01" EAST 819.65 FEET; THENCE NORTH 81'42'41" EAST 310.84 FEET; THENCE SOUTH 65'3443" EAST 80.72 FEET; THENCE NORTH 89'59'47" EAST 219.16 FEET; Ffi 152'4228 THENCE NORTH 58'02'38" EAST 138.72 FEEt`; _. .. .... _ _ THENCE NORTH 41'09'18" EAST 91.38 FEET; THENCE NORTH 7305T36" EAST 83.05 FEET; THENCE NORTH 84'51'58" EAST 305.34 FEET; THENCE NORTH 86'38'43" EAST 343.90 FEET; THENCE NORTH 87'2842" EAST 503.72 FEET; THENCE NORTH 88'46'01" EAST 328.07 FEET; THENCE NORTH 37 °30'20" EAST 357.69 FEET; THENCE NORTH 15'32'08" EAST 149.51 FEET; THENCE NORTH 86'5536" EAST 261.44 FEET; THENCE NORTH 72'53'31" EAST 576.59 FEET; THENCE NORTH 50'45'14" EAST 202.55 FEET; THENCE NORTH 87 °14'14" EAST 314.60 FEET; THENCE SOUTH 76'38'32" EAST 143.08 FEET; Aw - THENCE NORTH 89'49'43" EAST 1,054.71 FEET; THENCE SOUTH 75'2932" EAST 42.85 FEET; THENCE SOUTH 41'4341" EAST 38.04 FEET; THENCE SOUTH 59 °44'48" EAST 101.86 FEET; THENCE SOUTH 82 °56'38" EAST 71.89 FEET; THENCE NORTH 76'31'27" EAST 68.87 FEET, THENCE NORTH 60'32'45" EAST 175.39 FEET; THENCE NORTH 78'18'10" EAST 41.23 FEET; THENCE NORTH 89 °28'30" EAST 480.22 FEET; THENCE NORTH 82 °52'57" EAST 82.50 FEET; THENCE NORTH 59 °26'48" EAST 47.53 FEET; THENCE NORTH 77'36'27" EAST 12.36 FEET; THENCE SOUTH 70 °55'29" EAST 16.45 FEET; THENCE SOUTH 47'41'12" EAST 748.88 FEET; THENCE SOUTH 34'06'49" EAST 46.63 FEET; THENCE SOUTH 14'16'24" EAST 615.15 FEET; THENCE NORTH 85'5944" EAST 160.53 FEET; THENCE NORTH 47'06'44" EAST 110.60 FEET; THENCE NORTH 29'11'18" EAST 460.96 FEET; THENCE NORTH 13'56'57" EAST 209.85 FEET; THENCE NORTH 76'19'41" EAST 160.84 FEET; THENCE NORTH 61'43'54" EAST 107.89 FEET; THENCE NORTH 18 °58'36" EAST 69.73 FEET; THENCE NORTH 01'36'49" WEST 341.03 FEET; THENCE NORTH 89'06'53" EAST 584.42 FEET TO A POINT ON THE WEST RIGHT -OF -WAY LINE OF CAMP KEIAS ROAD (80 FOOT RIGHT -OF -WAY); THENCE ALONG SAID RIGHT -OF -WAY LINE SOUTH 00'14'32" EAST 45.99 FEET; THENCE CONTINUING ALONG SAID RIGHT -OF -WAY LINE SOUTH 05'51'27" WEST 224.83 FEET; are FMA- umo vr. oti• esrocKKAM u.n 037864004X* • o Packet Page -3392- WilsonMiller" 11/13/2012 Item 17.C. New Oiledons In Awning, OnOn 6 Enoineenng DESCRIPTION OF PART OF SECTION 4 THROUGH 9, 16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND PART OF SECTIONS 30 THROUGH 33;, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHIBIT -A' - D.R.I. LANDS (CONTINUED): THENCE CONTINUING ALONG SAID RIGHT -OF -WAY LINE 95.78 FEET ALONG THE ARC OF A NON- TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3,798.14 FEET THROUGH A CENTRAL ANGLE OF 01'26'42" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 05 °0445" WEST 95.78 FEET; - THENCE LEAVING SAID RIGHT -OF -WAY LINE SOUR 2rlt> 4 MS1159,ZtFEET3'0 APOINT -0 ........... ALINE LYINa3-3-6-P551 WEST OF AND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD; THENCE ALONG SAID LINE SOUTH 00.14'33" EAST 1,537.82 FEET; THENCE CONTINUING ALONG SAID LINE SOUTH 00. 22'10" EAST 2,347.87 FEET; THENCE LEAVING SAID LINE NORTH 89'2901" EAST 330.00 FEET TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD (80 FOOT RIGHT-OF-WAY); THENCE ALONG SAID RIGHT-OF-WAY LINE SOUTH 00'22'10" EAST 200.00 FEET: SOUTH 89'2901.. ". WEST 330.00_FEETTO A POINT ON A LINE LYING 330 FEET WEST OF AND PARALLEL WITH THE WEST RIGHT-OF-WAY LINE OF SAID CAMP KEIAS ROAD; THENCE ALONG SAID LINE FOR THE FOLLOWING 9 COURSES: 1. SOUTH 00'22'10" EAST 62.31 FEET; 2. SOUTH 00'30'10" EAST 2,674.23 FEET; 3. SOUTH 00'35'31" EAST 2,684.53 FEET; 4. SOUTH 00'38'11" EAST 2,610.24 FEET; 5. SOUTH 00'30'34" EAST 199.67 FEET, 6. 227.68 FEET ALONG THE ARC OF A CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 3,032.95 FEET THROUGH CENTRAL ANGLE OF 04 °18'04" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 02'39'36" EAST 227.63 FEET; 7. SOUTH 04'48'38" EAST 400.93 FEET; 8. SOUTH 05'08'D4" EAST 83.53 FEET, 9. SOUTH 00'29016" EAST 1672.20 FEET; THENCE LEAVING SAID LINE SOUTH 89'04'49" WEST 604.79 FEET; THENCE NORTH 47 "03'54" WEST 98.67 FEET; THENCE SOUTH 52'55'08" WEST 87.29 FEET; THENCE SOUTH 06 °39'26" WEST 102.55 FEET; THENCE SOUTH 71'24'17" WEST 367.36 FEET; THENCE NORTH 19 °54'41" WEST 104.73 FEET; THENCE NORTH 43 °05'38" WEST 251.09 FEET; THENCE NORTH 11 "04'29" EAST 79.58 FEET; THENCE NORTH 05'51'31" WEST 66.56 FEET; THENCE NORTH 48'52'26" WEST 332.24 FEET; THENCE NORTH 74 °56'35" WEST 80.29 FEET; THENCE SOUTH 74 °58'06" WEST 235.65 FEET; THENCE SOUTH 51'40'42" WEST 93.09 FEET; THENCE SOUTH 21 "53'05" WEST241.50 FEET; THENCE SOUTH 77 "21'09" WEST 341.17 FEET; THENCE SOUTH 60 "48'05" WEST 79.49 FEET; THENCE NORTH 88 "09'54" WEST 265.68 FEET; THENCE SOUTH 89 °36'53" WEST 1,997.38 FEET; THENCE 77.54 FEET ALONG THE ARC OF.A NON - TANGENTIAL CIRCULAR CURVE CONCAVE WEST HAVING A RADIUS OF 739.73 FEET THROUGH A CENTRAL ANGLE OF 06'00'22" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 02'53'58" EAST 77.51 FEET, THENCE SOUTH 00 °38'28" EAST 84.34 FEET; THENCE NORTH 90 000'00" WEST 71.80 FEET; THENCE SOUTH 00 638'46" EAST 3,444.22 FEET; THENCE 224.04 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR'CURVE CONCAVE WEST HAVING A RADIUS OF 2,721.25 FEET THROUGH A CENTRAL ANGLE OF 04 °43'02" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 01'44'02" WEST 223.98 FEET; THENCE SOUTH 04'05'59" WEST 217.57 FEET; 004. iv= vw.. ol.- asmcx"Au 037W -Do"= . p Packet Page -3393- - WilsonMi/ /er. 11/13/2012 Item 17.C. New Directions in Planning, Design 6 Engineering DESCRIPTION OF PART OF SECTION 4 THROUGH 9,16 AND 17, TOWNSHIP 48 SOUTH, RANGE 29 EAST, AND _ PART OF SECTIONS 30 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST, AND PART OF SECTION 36, TOWNSHIP 47 SOUTH, RANGE 28 EAST, COLLIER COUNTY, FLORIDA EXHIBIT "A' — D.R.I. LANDS (CONTINUED): THENCE 153.40 FEET ALONG THE ARC OF A NON - TANGENTIAL CIRCULAR CURVE CONCAVE EAST HAVING A RADIUS OF 2,277.17 FEET THROUGH A CENTRAL ANGLE OF 031,51'35" AND BEING SUBTENDED BY A CHORD WHICH BEARS SOUTH 02 °10'28" WEST 153.37 FEET, THENCE SOUTH 06 °34'56" EAST 1,190.32 FEET TO A POINT ON THE NORTH RIGHT -OF -WAY LINE OF SAID OIL WELL ROAD (100 FOOT RIGHT -0 -WAY). _ ........ ______...__._ ._.. _ ... THENCE AL NG SAID RIGHT -OF -WAY LINE SOUTH 88 °54'34" WEST 256.81 FEET TO THE POINT OF BEGINNING. CONTAINING 4,9 ACRES, MORE OR LESS. _ SUBJECT SE NTS AND RESTRICTIONS OF RECORD. BEAR G S D ON THE SOUTH LINE OF SAID SECTION 16 BEING SOUTH'88'54'34' WE . 9-0 BY CE M. LS #5627 CERTIFICATE OF AUTHORIZATION #LB-43 REF: 41-1-125, SHEETS 1.5 DATE: AUGUST 29, 2003 REVISIONS: 1. OCTOBER 16, 2003 2. MARCH 3, 2004 3. SEPTEMBER 30, 2004 9x=004. 12723D Ver. 011. BSTOCKKAM r1A4 , 0375 &005.0=. o 10 Packet Page -3394- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET OWNER AFFIDAVIT & DISCLOSURE OF INTEREST Packet Page -3395- 11/13/2012 Item 17.C. AFFIDAVIT We /I, Barron Collier Partnership, LLLP and AMULT, LLC and Ave Maria Development, LLLP being first duly sworn, depose and say that we /I, are /am the owner (s) of the property described herein and which is the subject matter of the proposed hearing; that all the answers to the questions in the application, including the disclosure of interest information, all sketches, data, and other supplementary matter attached to and made part of this application, are honest and true to the best of Our /My knowledge and belief: We /I understand that the information requested on this application must be complete and accurate and that the content of this form, whether computer generated or County printed, shall not be altered. Public Hearings will not be advertised until this application is deemed complete, and all required information has been submitted. As the property owner(s), We/1 further authorize, Waldrop Engineering, Cheffy Passidomo, P.A. and LAi Design Associates, LLC to act as Owner's representative in any matters regarding this petition. Signed, sealed and delivered in the presence of: BARRON COLLIER PARTNERSHIP, LLLP A Florida limited liability limited partnership, as a tenant in common with AMULT, LLC By: Bradley A. Boaz, thorize�...ftent STATE OF FLORIDA COUNTY OF COLLIER The foregoing instrument was acknowledged before me this day of 2012, by Bradley A. Boaz, as Authorized Agent of Barron Collier Partnership, LLLP, and a Florida limited liability limited partnership on behalf of the partnership, who is personally known tome or who has produced as identification. Notary Public Print Name: My Commission Expires: Packet Page -3396- uh f, DAVIDSON I ty COMMISSION it DD 934069 EK'IRES. February 19, EOtd Thru WarY Pub(rt Underwrn^ j. 6orr�l Packet Page -3396- 11/13/2012 Item 17_C_ AVE MARIA DEVELOPMENT, LLLP, a Florida limited liability limited partnership By: BARRON COLLIER CORPORATION, e Florida coO7orotion, its MaPegiiHgPartner Bv� M STAT{FF0RDA 2012, COUNTY OF COLLIER The foregoing instrument was acknowledged before me this da ", 1 1 ' Douglas E. Baird. -_ Vice President ". Barron Collier Cv/pw/uoon,a Florida corporation, on behalf of the partnership,.�±o is_personally known to me or who has produced as identification. Notary' Public Print Name: AMWLT,LLC, aFhxddalimited liability company By: AVE MARIA UNIVERSITY LAND TRUST, |N[,a Florida corporation, its Managing Member r17 L-1 / ` STATE OF bl t ` COUNTY OF 44 � The foregoing instrument was acknowledged before methis day of 2012, by George J. Forrest, III as President, of Ave Maria University Land Trust, |nc , Managing Member f na�/n� o AMULT, LLC a Florida limited liability company, on behalf of the company, who is.ptrsonqjly or who has produced as identification. Notary Public Print Name: uxzeanxmWeLL Public. Stale mWchman My Commission Expires: cv mw�m ^~—|� A_) Packet Page-3397- -- - -^—~~~�~~~~ 11/13/2012 Item 17.C. Attachment A Disclosure of Interest Ave Maria Development, LLLP, a Florida limited liability limited partnership % Interest General Partner: Barron Collier Corporation 0.05% General Partner: Nua Baile, LLC* 0.05% General Partner: BCAM, LLLP ** 49.95% General Partner: Thomas S. Monaghan Irrevocable Trust of 2003 49.95% 100.00% Barron Collier Partnership, LLLP, a Florida limited liability limited partnershiF General Partner: Barron Collier III 0.250% General Partner: Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian, 0.250% as Trustrees for Trust Under Will of Barron Collier Jr. General Partner: Lamar Gable Revocable Trust dated August 29, 2008, Douglas 0.125% E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as Trustees General Partner: Frances G. Villere 0.125% General Partner: Phyllis G. Alden 0.125% General Partner: Donna G. Keller 0.125% Limited Partner: Barron Collier III 24.750% Limited Partner: Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian, 24.750% as Trustrees for Trust Under Will of Barron Collier Jr. Limited Partner: Lamar Gable Revocable Trust dated August 29, 2008, Douglas 12.375% E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as Trustees Limited Partner: Frances G. Villere 12.375% Limited Partner: Phyllis G. Alden 12.375% Limited Partner: Donna G. Keller 12.375% 100.00% Barron Collier Investments, LTD., a Florida limited partnership General Partner: Barron Collier III 0.50% General Partner: Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian, 0.50% as Trustrees for Trust Under Will of Barron Collier Jr. General Partner: Lamar Gable Revocable Trust dated August 29, 2008, Douglas 0.25% E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as Trustees General Partner: Frances G. Villere 0.25% General Partner: Phyllis G. Alden 0.25% General Partner: Donna G. Keller 0.25% Limited Partner: Barron Collier III 24.50% Limited Partner: Katherine G. Sproul, Juliet A. Sproul, and Jennifer S. Sullian, 24.50% as Trustrees for Trust Under Will of Barron Collier Jr. Limited Partner: Lamar Gable Revocable Trust dated August 29, 2008, Douglas 12.25% E. Baird, Bradley A. Boaz, and Andrew R. Muelenberg, as Trustees Limited Partner: Frances G. Villere 12.25% Limited Partner: Phyllis G. Alden 12.25% Limited Partner: Donna G. Keller 12.25% 100.00% Ave Maria University, Inc., a Florida not for profit corporation AMULT, LLC, a Florida limited liability company * ** Pulte Home Corporation, a Michigan corporation DiVosta Homes, LP, a Delaware limited partnership Notes: * Nua Baile, LLC Thomas S. Monaghan Irrevocable Grantor Trust 100.00% 100.00% ** BCAM, LLLP Barron Collier Corporation 0.10% Barron Collier Partnership, LLLP 99.90% 100.00% * ** AMULT, LLC Ave Maria University Land Trust, Inc. 100.00% 100.00% Packet Page -3398- 11/13/2012 Item 17.C. AFFIDAVIT lr ill, RES Collier Holdings LLC being, firsi dul-v sworn, depose and say that we/1 am /arc: the owners of the property described herein and which is the subject inatier of the proposed hearing,- that all the answers to the questions in this application, including, the disclosure of interest information. all sketches, data, and other supplemuntaty inatter attached to and made a part of this application, are honest and true to the best o our knowledge and belief Well understand ,that the iiffibrinalion requested on this application must be complete and accurate and that the content oj'thisfiorin, whether computer generated or County printed shall not be altered, Public. hearings will not be advertised until this application is deemed complete, and all req'uired h7formation has beenstibinined. Chetfy Passidomo, P.A., Waldrop Engineering, & As property owner Wellfizirther awhorize LAt De;iqLA,,socJ,'qtes, LLCC to act as ourlin ive in ani, matters re .y representat' garding this Petition "i�;ratrme of Owner 19 <' T"Peel (;T—Pi�ii`?ted Name of'OjvW& '�i, f'Prol-wrij, (Avner , nature q TiVed or Primed Name of Owner The ,foregoing iiistriiiiier)tti,-avcicki?(.)it,ledgedbefoi-eiliethiv Vi—da),of 20iQ by P. LA-ti f*6 L.0— I * vho is per-sonalli, known to me or has produced as idenifflication. State of Florida CounlY of Collier Signature Packet Page -3399- Stanip February 4,2011 NAME & ADDRESS 11/13/2012 Item 17.C. EXHIBIT A DISCLOSURE OF INTEREST PERCENTAGE RES COLLIER HOLDINGS, LLC Reinhold Schmleding, Managing Member 100% 1370 Creekside Blvd. Naples, FL 34109 Packet Page -3400- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA -PL- 20120001160 CCPC PACKET COMPLETED ADDRESSING CHECKLIST Packet Page -3401- MAR /14/2012/0 07:46 kM waldrop Engineering FAX No, 299 405 7899 11/13/2012 Item 17.C. C-Aeer County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION/ NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 252.2400 FAX (239) 252 -5724 WWW.COLLIERGOV.NRT w� ADDRESSING CHECKLIST Please complete the following and fax to the Operations Department at 239 - 252 -5724 or submit in person to the Addressing Department at the above address. Form must be sign by AddrMing_per_sonnel -ori r to oro- aonlication meeting. oleasa allow 3 days for procegs9na. Not all items will apply to every project. Items in bold type are required, FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Department. PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type) ❑ SL (Blasting Permit) ❑ SDP (Site Development Plan) ❑ BD (Boat Dock Extension) ❑ SDPA (SDP Amendment) ❑ Gamivaitarcus Permit ❑ SOPI (insubstantial Change to SDP) 0 CU (Conditional Use) ❑ SIP (Site Improvement Plan) ❑ EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP) ❑ FP (Final Plat ❑ SNR (Street Name Change) ❑ LLA (Lot Line Adjustment) ❑ SNC (Street Name Change -- Unplatted) ❑ PNC (Project Name Change) ❑ TDR (Transfer of Development Rights) ❑ PPL (Plans & Plat Review) ❑ VA (Variance) ❑ PSP (Preliminary Subdivision Plat) ❑ VRP (Vegetation Removal Permit) ❑ PUD Rezone ❑ VRSFP (Vegetation Removal & Site Fill Permit) [] RZ (Standard Rezone) OTHER sRA Amendment LEGAL DESCRIPTION of subject property or properties (copy of lengthy description may be attached) 17 -48 -29 Parcel 9. Comm SE CNR OF SW14 of SEC 17, S 88 DEG W 939.19FT, N 01DEGA FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) 00226442206 STREET ADDRESS or ADDRESSES (as applicable, if already assigned) • LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way • SURVEY (copy - needed only for unplatted properties) PROPOSED PROJECT NAME (if applicable) Arthrex at Arthrex Commerce Park PROPOSED STREET NAMES (rf applicable) SITE DEVELOPMENT PLAN NUMBER (foroxisting projects/sites only) SDP or AR or PL # 2011 -2702 Packet Page -3402- MAU14 /2012/W"LD 07:46 AM waldrop Engineering PAX No, 239 405 7690V 11/13/2012 Item 17.C. Coder County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION] NAPLES, FLORIDA 34104 PLANNING AND REGULATION (239) 2$22400 FAX (239) 252.5724 W NW.COLLIERGOV.NET Project or development names proposed for, or already appearing in, condominium documents (if application: indicate whether proposed or existing) existing Please Check One: V Checklist Is to be Faxed back ❑ Personally Picked Up APPLICANT NAME: Jeremy Amold, Waldrop Engineering PHONE 4'05 -7777 FAX 405 -7899 Signature on Addressing Checklist does not constitute Project and /or Street Name approval and is subject to further review by the Operations Department. FOR STAFF USE ONLY FLN Number (Primary) Folio Number Folio Number Folio Number Approved by. Date: 17-3 -Ile) —1 Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Packet Page -3403- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20720001160 CCPC PACKET COPIES OF NOTICES SENT TO DOE & SWFRPC Packet Page -3404- 11/13/2012 Item 17.C. SAIAL ■ W1sf1!"&W% r'w iAr% =& irrnfr en May 1, 2012 REVISED June 25, 2012 Mr. Dan Trescott DRI Coordinator Southwest Florida Regional Planning Council 1926 Victoria Avenue Fort Myers, FL 33901 RE: Town of Ave Maria Development of Regional Impact Notice of Proposed Change (NOPC) Application Dear Mr. Trescott, On behalf of RES Collier Holdings, LLC ( "Applicant "), please find the enclosed Notice of Proposed Change (NOPC) application for Staffs review and approval. The Applicant is requesting to amend Map H contained in the Development of Regional Impact (DRI) Development Order (DO) to allow for an additional access point from Oil Well Road to Arthrex Commerce Park, as described in the enclosed application. The Applicant is concurrently filing a Stewardship Receiving Area Amendment (SRAA) application with Collier County to amend the SRA Master Plan in accordance with the proposed Map H/DRI DO Amendment. No text changes to either the Town Plan or Development of Regional Impact (DRI) Development Order (DO) are proposed as part of this application. BACKGROUND The Town of Ave Maria is a master - planned community originally approved per Development Order 05- 01 /Resolutions 05 -235 and Resolution 05 -234A, and subsequently amended per Development Order 08- 01/Resolution 08 -153. The project is generally located north of Oil Well Road and west of Camp Keais Road and comprises 5,027+/ - acres. The DRI Development Order allows for the development of a 6,000 student university, 11,000 residential dwelling units, 1.2M square feet of commercial and office uses, 400 hotel rooms, and additional ancillary uses. The originally approved DRI Map "H" identified two (2) access points onto Oil Well Road and two (2) access points onto Camp Keais Road. Through a subsequent amendment (PL20100000313), the western -most access point to Oil Well Road was shifted eastward to allow direct connection to the relocated Town Center 2b /Arthrex Commerce Park. REQUEST The Applicant is requesting approval to modify Map H to add an access point from Oil Well Road to the Arthrex Commerce Park site, as shown on the attached exhibits. The access point will allow for improved ingress /egress to the Arthrex Commerce Park, particularly to the Arthrex manufacturing facility, a 200,000 + /- s.f. operation approved per SDP- PL20110002702. The facility will operate with three (3) shifts per day, and will employ 250 people per shift upon completion in Spring 2013. The Applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85,000 + /- s.f. of manufacturing and accessory uses, with a total of 700 employees per shift. The unprecedented pace of now anticipated growth of the facility and the disproportionate concentration of vehicular activity around employee Packet Page -3405- 11/13/2012 Item 17.C. shift changes have precipitated the need to disperse traffic and triggered this proposal for an additional point of ingress and egress to the facility. The proposed directional median opening will divert traffic from the Oil Well Road/Arthrex Commerce Drive intersection and reduce the major street delay at this intersection by approximately 9% to 25 %, and the minor street delay by approximately 43% to 73 %. The proposed directional median opening will, therefore, delay the potential signalization of the Oil Well Road/Arthrex Commerce Drive intersection. Accordingly, the proposed access point will improve public health, safety and welfare by providing additional ingress /egress to this major employment center, and will alleviate congestion at the Arthrex Commerce Drive /Oil Well Road intersection. Please refer to the enclosed email from Leo Rodgers, Immokalee Fire Control District Fire Marshal, indicating his support for the proposed access. The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park Drive /Oil Well Road intersection, and therefore exceeds the County's minimum connection separation requirements. Additionally, as outlined in the attached Traffic Impact Statement prepared by David Plummer and Associates, the projected volume at the intersection will exceed the County's thresholds for a new median opening. Based on the proposed NOPC's compliance with DRI DO, as well as the significant benefit to public health, safety and welfare, the Applicant respectfully requests approval of the enclosed application. To assist in your review of this request, please find the following items enclosed for Staff review and approval: I . One (1) check in the amount of $2,500 for the application review fee; 2. One (1) copy of the cover letter briefly describing the NOPC; 3. One (1) copy of the completed NOPC application; 4. One (1) copy of the approved Map H and SRA Master Plan; 5. One (1) copy of the proposed Map H and SRA Master Plan; 6. One (1) copy of the TIS prepared by David Plummer & Associates; and 7. One (1) copy of the submittal on CD -Rom. Thank you in advance for your consideration of this request. Please contact me directly at (239) 405 -7777 ext. 207, or alexisc (a�,waldropengineering.com, if you have any questions or require further information. Sincerely, WALDROP ENGINEERING, P.A. XACV) Alexis V. Crespo, AICP, LEED AP Principal Planner Enclosures cc: David Custer, RES Collier Holdings, LLC Rick Losee, LAI Design Associates, LLC John Passidomo, Cheffy Passidomo Packet Page -3406- 11/13/2012 Item 17.C. May 15, 2012 REVISED June 25, 2012 Ms. Jeannette Hallock- Solomon Community Planning and Development Division Department of Economic Opportunity 107 East Madison St. Tallahassee, FL 32399 RE: Town of Ave Maria Development of Regional Impact Notice of Proposed Change (NOPC) Application Dear Ms. Hallock - Solomon, On behalf of RES Collier Holdings, LLC ( "Applicant "), please find the enclosed Notice of Proposed Change (NOPC) application for Staff's review and approval. The Applicant is requesting to amend Map H contained in the Development of Regional Impact (DRI) Development Order (DO) to allow for an additional access point from Oil Well Road to Arthrex Commerce Park, as described in the enclosed application. The Applicant is concurrently filing a Stewardship Receiving Area Amendment (SRAA) application with Collier County to amend the SRA Master Plan in accordance with the proposed Map H/DRI DO Amendment. No text changes to either the Town Plan or Development of Regional Impact (DRI) Development Order (DO) are proposed as part of this application. BACKGROUND The Town of Ave Maria is a master - planned community originally approved per Development Order 05- 01 /Resolutions 05 -235 and Resolution 05 -234A, and subsequently amended per Development Order 08- 01/Resolution 08 -153. The project is generally located north of Oil Well Road and west of Camp Keais Road and comprises 5,027+/ - acres. The DRI Development Order allows for the development of a 6,000 student university, 11,000 residential dwelling units, 1.2M square feet of commercial and office uses, 400 hotel rooms, and additional ancillary uses. The originally approved DRI Map "H" identified two (2) access points onto Oil Well Road and two (2) access points onto Camp Keais Road. Through a subsequent amendment (PL20100000313), the western-most access point to Oil Well Road was shifted eastward to allow direct connection to the relocated Town Center 2b /Arthrex Commerce Park. REQUEST The Applicant is requesting approval to modify Map H to add an access point from Oil Well Road to the Arthrex Commerce Park site, as shown on the attached exhibits. The access point will allow for improved ingress /egress to the Arthrex Commerce Park, particularly to the Arthrex manufacturing facility, a 200,000 + /- s.£ operation approved per SDP- PL20110002702. The facility will operate with three (3) shifts per day, and will employ 250 people per shift upon completion in Spring 2013. The Applicant anticipates expanding the facility within five (5) years of opening to allow for an additional 85,000 + /- s.f. of manufacturing and accessory uses, with a total of 700 employees per shift. The unprecedented pace of now anticipated growth of the facility and the disproportionate concentration of vehicular activity around employee Packet Page -3407- 11/13/2012 Item 17.C. shift changes have precipitated the need to disperse traffic and triggered this proposal for an additional point of ingress and egress to the facility. The proposed directional median opening will divert traffic from the Oil Well Road/Arthrex Commerce Drive intersection and reduce the major street delay at this intersection by approximately 9% to 25 %, and the minor street delay by approximately 43% to 73 %. The proposed directional median opening will, therefore, delay the potential signalization of the Oil Well Road/Arthrex Commerce Drive intersection. Accordingly, the proposed access point will improve public health, safety and welfare by providing additional ingress /egress to this major employment center, and will alleviate congestion at the Arthrex Commerce Drive /Oil Well Road intersection. Please refer to the enclosed email from Leo Rodgers, Immokalee Fire Control District Fire Marshal, indicating his support for the proposed access. The proposed access point is approximately 1,430 feet west of the Arthrex Commerce Park Drive /Oil Well Road intersection, and therefore exceeds the County's minimum connection separation requirements. Additionally, as outlined in the attached Traffic Impact Statement prepared by David Plummer and Associates, the projected volume at the intersection will exceed the County's thresholds for a new median opening. Based on the proposed NOPC's compliance with DRI DO, as well as the significant benefit to public health, safety and welfare, the Applicant respectfully requests approval of the enclosed application. To assist in your review of this request, please find the following items enclosed for Staff review and approval: 1. One (1) check in the amount of $2,500 for the application review fee; 2. One (I) copy of the cover letter briefly describing the NOPC; 3. One (1) copy of the completed NOPC application; 4. One (1) copy of the approved Map H and SRA Master Plan; 5. One (1) copy of the proposed Map H and SRA Master Plan; 6. One (1) copy of the TIS prepared by David Plummer & Associates; and 7. One (1) copy of the submittal on CD -Rom. Thank you in advance for your consideration of this request. Please contact me directly at (239) 405 -7777 ext. 207, or alexise g.waldropeni�ineerins.com, if you have any questions or require further information. Sincerely, WALDROP ENGINEERING, P.A. XN70 Alexis V. Crespo, AICP, LEED AP Principal Planner Enclosures cc: David Custer, RES Collier Holdings, LLC Rick Losee, LAI Design Associates, LLC John Passidomo, Cheffy Passidomo Kay Deselem, Collier County Daniel Trescott, Southwest Florida Regional Planning Council Packet Page -3408- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET TRAFFIC IMPACT STATEMENT (TIS) Packet Page -3409- 11/13/2012 Item W.C. AVE MARIA TOWN CENTER 2b OIL WELL ROAD DIRECTIONAL ACCESS TRAFFIC ANALYSIS Project #12531 Prepared by: DAVID PLUMMER & ASSOCIATES, INC. 2149 McGregor Boulevard June 14, 2012 Fort Myers, Florida 33901 Packet Page -3410- AVE MARIA TOWN CENTER 2b OIL WELL ROAD DIRECTIONAL ACCESS TRAFFIC ANALYSIS Summary 11/13/2012 Item 17.C. A new access point is being requested on Oil Well Road for the approved Ave Maria DRI, Town Center 2b. The proposed access point will be a directional median opening, located approximately 0.27 miles (1,430 feet) west of the approved access point at Arthrex Commerce Drive. The proposed access point will be limited to eastbound left -in and westbound right - in/right -out movements only. This traffic analysis, therefore, has been prepared in support of the proposed directional median opening. It evaluated the traffic operations on Oil Well Road, in particular at the approved Arthrex Commerce Drive intersection, without and with the proposed directional median opening. The conclusions of this traffic analysis are as follows. The proposed directional median opening, which will be located approximately 1,430 feet west of an approved full median opening at Arthrex Commerce Drive, exceeds the minimum connection separation standard (1,320 feet for a directional median opening on a Class 2 Controlled Access facility) established in the Collier County Access Resolution (Resolution No. 01 -247). The proposed directional median opening is projected to accommodate approximately 230 and 430 two -way total, peak hour trips during the AM and PM peak hours, respectively. These volumes exceed the average 150 volume threshold identified for separate turn lanes in the Collier County Construction Standards Handbook for Work within the Public Right -of -Way during both the AM and PM peak hours. • In addition to the AM and PM peak hours, the proposed directional median opening is anticipated to satisfy the separate turn lane warrant threshold volume during the various employee shift change hours as well. • The proposed directional median opening is anticipated to operate at an acceptable LOS standard during both the AM and PM peak hours. The proposed directional median opening will divert traffic from Road / Arthrex Commerce Drive intersection and reduce the major stree t intersection by approximately 9% to 25% and the minor street delay by 43% to 73%. Packet Page -3411- the Oil Well delay at this approximately 11/13/2012 Item 17.C. • The proposed directional median opening will, therefore, delay the potential signalization of the Oil Well Road /Arthrex Commerce Drive intersection. Adequate storage lengths will be provided for the eastbound left and westbound right - turn lanes at the proposed directional median opening. Based on the above, it is concluded that the proposed directional median opening meets the minimum volume and connection separation criteria established by the County. In addition, the proposed directional median opening improves projected traffic operations at the Oil Well Road/Arthrex Commerce Drive intersection. Therefore, it is recommended that the proposed directional median opening be approved. BackLround Ave Maria is an approved, master - planned, mixed -use community in Collier County, generally located north of Oil Well Road and west of Camp Keais Road, Exhibit 1. The approved development parameters include, but are not limited to, a 6,000 student university, 11,000 residential dwelling units, 1.2 million square feet of commercial and office uses, and 400 rooms of hotel. In addition, the approved DRI includes several civic /community facilities such as assisted living facilities, medical facilities, public and private schools, golf courses and other community support facilities. Through several amendments to the originally approved DRI over the years, the currently approved DRI master plan includes two access points onto Oil Well Road: the main entrance at Ave Maria Boulevard and a second access point at Arthrex Commerce Drive serving Town Center 2b. Town Center 2b represents a portion of the originally approved Town Center that has been relocated from a location on Camp Keais Road to a location on Oil Well Road. Based on the changing market conditions and to better serve Town Center 2b along Oil Well Road, a new directional median opening is being proposed west of the approved full median opening at Arthrex Commerce Drive. This traffic analysis has been prepared in support of the proposed directional median opening. It evaluated traffic operations on Oil Well Road, in particular at the approved Arthrex Commerce Drive intersection, both without and with the proposed directional median opening. Methodology Meeting A transportation methodology meeting was held with the County Staff on December 12, 2011 at the County offices. A completed Initial Meeting Checklist was presented and discussed with the Staff. A copy of the signed and approved Initial Meeting_ Checklist is included as part of Appendix A. 2 d PQ Packet Page -3412- 11/13/2012 Item 17.C. This traffic study has been prepared consistent with the agreed -upon Initial Meeting Checklist. Studv Area As agreed during the methodology meeting, the study area includes the segment of Oil Well Road from west of the proposed directional median opening to the east of Ave Maria Boulevard. Intersection capacity analysis at the following intersections, without and with the proposed directional median opening, is included in the analysis. • Oil Well Road/Proposed Directional Median Opening • Oil Well Road /Arthrex Commerce Drive • Oil Well Road /Ave Maria Boulevard Approved and Proposed Access As part of a recent DRI amendment, a portion of the Town Center located along Camp Keais Road was relocated to a new location along Oil Well Road west of Ave Maria Boulevard. At the same time, the second access point onto Oil Well Road has been relocated to its current location at Arthrex Commerce Drive to serve the portion of the Town Center along Oil Well Road. Arthrex Commerce Drive is located approximately 0.66 miles (3,470 feet) west of the Ave Maria Boulevard. The proposed access point will be a directional median opening, located approximately 0.27 miles (1,430 feet) west of Arthrex Commerce Drive. This proposed access point will be limited to eastbound left -in and westbound right- in/right -out movements only. The existing, approved and proposed access points along the segment of Oil Well Road are depicted on Exhibit 2. Access Management Standards Per the current Collier County Access Management Resolution (Resolution No. 01 -247), Table 1, the minimum connection separation spacing for a directional median opening on a Class 2 (Controlled Access) facility is 1,320 feet, Appendix B. The proposed directional median opening will be located approximately 1,430 feet west of the approved full median opening at Arthrex Commerce Drive. Therefore, the proposed directional median opening exceeds the County's minimum connection separation standard for a directional median opening. D Packet Page -3413- 11/13/2012 Item 17.C. Development Parameters The proposed directional median opening and Arthrex Commerce Drive primarily serve Tract Town Center 2b, Appendix C. This tract is further divided into Tract C1 and Tract C2. Tract Cl, which is approximately 22 acres, represents the Arthrex development. Tract C2 has two parcels, including an Option parcel (C2 -0), totaling approximately 28 acres and representing future manufacturing /commercial development. The development parameters assumed for Town Center 2b are provided in Exhibit 3 and summarized below. Town Center 2b - Development Parameters (1) Footnotes: (1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA. (2) The Trebilcock report Traffic Impact Analysis Arthrex at Arthrex Commerce Park (Ave Maria) dated 11/30/2011 reflected the total area of only 198,789 sq.ft. which excludes the future expansion of the Arthrex development to a total of 285,000 sq.ft. As noted in Footnote (2) above, the TIS submitted to the County in support of the DO for the Arthrex development (Tract C1) reflected only 198,789 sq.ft. of manufacturing /office uses. That report did not include the planned future expansion of the Arthrex development. Therefore, this traffic study in support of the proposed driveway reflects 285,000 square feet for Tract 1, including the planned future expansion. As agreed in the methodology meeting, 2016 represents the horizon year for analysis. Trip Generation Trip generation was estimated based on the Institute of Transportation Engineers (ITE) Trip Generation, Eighth Edition. The resultant trip generation estimates are included in Appendix D and summarized below. 4 R Packet Page -3414- Parcel Proposed Tract Allowable Uses Area Floor Area C1 Manufacturing & Office 22.0 acres 285,000 sq.ft. (2) C2 -O Manufacturing & Office 17.0 acres 170,000 sq.ft. C2 Commercial 11.0 acres 110,000 sq.ft. Footnotes: (1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA. (2) The Trebilcock report Traffic Impact Analysis Arthrex at Arthrex Commerce Park (Ave Maria) dated 11/30/2011 reflected the total area of only 198,789 sq.ft. which excludes the future expansion of the Arthrex development to a total of 285,000 sq.ft. As noted in Footnote (2) above, the TIS submitted to the County in support of the DO for the Arthrex development (Tract C1) reflected only 198,789 sq.ft. of manufacturing /office uses. That report did not include the planned future expansion of the Arthrex development. Therefore, this traffic study in support of the proposed driveway reflects 285,000 square feet for Tract 1, including the planned future expansion. As agreed in the methodology meeting, 2016 represents the horizon year for analysis. Trip Generation Trip generation was estimated based on the Institute of Transportation Engineers (ITE) Trip Generation, Eighth Edition. The resultant trip generation estimates are included in Appendix D and summarized below. 4 R Packet Page -3414- Summary of Trip Generation (1) Town Center 2b — External Driveway Trips Tract CI C2 Total (Town Center 2b) 11/13/2012 Item 17.C. AM Peak Hour PM Peak Hour Enter Exit Total Enter Exit Total 220 49 269 82 219 301 247 95 342 387 507 894 467 144 611 469 726 1,195 Footnotes: (1) Based on the ITE Trip Generation, Eighth Edition. Please refer to Appendix D. As shown, the above trip generation estimates reflect the AM and PM peak hours and on a daily basis. It is likely that there will be interaction between the industrial, office and commercial components of Town Center 2b. However, no internal capture was assumed for purposes of this traffic assessment. It is important to note that the Arthrex development (Tract Cl) will have large employee shift changes, which are discussed in a greater detail in the following section. Arthrex Emplovee Shift Changes The Arthrex development is anticipated to be a 24 -hour facility with various shift changes during a typical day. Based on the information received from the Arthrex representatives, the following three (3) shift times are considered in this traffic assessment. Shift 1: Starts between 6:30 -7:30 am and ends between 2:30 -3:30 pm. Shift 2: Starts between 2:30 -3:30 pm and ends between 10:30-11:30 pm Shift 3: Starts between 10:30 -11:30 pm and ends between 6:30 -7:30 am (next morning) While the above shift times are considered for this traffic assessment, the final timings may be tweaked in the future. Also, it is anticipated that there will be some overlap between each shift since one employee can not leave until his replacement has arrived. Each of the above shift size is expected to be up to 700 employees. Therefore, it is apparent that the traffic generation during the shift changes will be similar to the peak hour trip generation identified in the above section, based on the ITE trip generation. For comparison purposes, the trip generation based on a 700 - employee manufacturing shift change is also included as part of Appendix D, along with the trip generation based on the ITE trip generation. 5 E Packet Page -3415- 11/13/2012 Item 17.C. Trip Assignment The estimated Town Center 2b trips for the AM and PM peak hours were assigned to the Oil Well Road access points under the following two scenarios. (1) Without the proposed directional median opening: Under this scenario, all the Town Center 2b trips were assigned to the Oil Well Road /Arthrex Commerce Drive intersection, consistent with the trip assignment from the TIS submitted in support of the Arthrex development. (2) With the proposed directional median opening: Under this scenario, the following assumptions were made regarding the Town Center 2b traffic re- assignment at the driveways onto Oil Well Road. a. Two - thirds of the vehicles travelling east on Oil Well Road and turning left at the Oil Well Road/Arthrex Commerce Drive intersection (eastbound left) will turn left at the proposed directional median opening. b. Two- thirds of the vehicles travelling south on Arthrex Commerce and turning right at the Oil Well Road /Arthrex Commerce Drive intersection (southbound right) will turn right at the proposed directional median opening. c. One -third of the vehicles travelling west on Oil Well Road and turning right at the Oil Well Road /Arthrex Commerce Drive intersection (westbound right) and will turn right at the proposed directional median opening. The assignment percentages at the Oil Well Road/Arthrex Commerce Drive were derived consistent with the trip assignment percentages from the TIS submitted in support of the Arthrex development - Trebilcock report titled Traffic Impact Analysis, Arthrex at Arthrex Commerce Park (Ave Maria) dated 11/30/2011. Relevant excerpts from that TIS are included in Appendix E. In addition, under both the scenarios, the trips at the Ave Maria Boulevard intersection were derived based on and consistent with the originally approved DRI traffic study. However, the trips assigned to Arthrex Commerce Drive and (in scenario 2) to the proposed directional median opening were subtracted from the volumes at the Ave Maria Boulevard intersection. The resultant Town Center 2b trip assignments for the AM and PM peak hours are presented in Exhibit 4a and Exhibit 4b for the scenarios without and with the proposed directional median opening, respectively. Future Traffic Volumes The future horizon year (2016) background traffic volumes on Oil Well Road were estimated by applying linear growth rates to the volumes reported in the current AUIR. The growth rates were derived based on the historic AUIR database volumes. However, due to the recent down trend in the volumes, the following two adjustments were made in deriving the future background traffic volumes. 6 R Packet Page -3416- 11/13/2012 Item 17.C. (1) As agreed in the methodology outline, a 5 -year historic count trend (2006 -10) was used initially. However, this resulted in a negative growth rate. Instead of using a minimum 2% per year growth rate, to be conservative, a three -year (2008 -10) trend was used to establish the linear growth rate. This growth rate was approximately 6% per year, which is three times the minimum required growth rate. (2) The 2011 AUIR volumes are significantly lower than previous years along this segment of Oil Well Road. It appears that this may be due to the on -going construction activity along Oil Well Road. To be even more conservative, the 6% per year linear growth rate was applied to the higher 2010 AUIR volumes instead of the 2011 AUIR volumes. It is important to note that no adjustments were made to the AUIR volumes to account for Ave Maria trips on Oil Well Road, even though they are reflected in the AUIR volumes. Since the growth rates used reflect more than the minimum 2% per year growth rate and no adjustments were made to account for the existing Ave Maria traffic on Oil Well Road, the forecasted background traffic volumes reflect a very conservative estimate. The future (2016) background traffic calculations, including the linear growth projection graphs, are provided in Appendix F. Also included in Appendix F is a copy of the most recent intersection turning movement counts on Oil Well Road that were utilized in deriving the directional splits and AM to PM peak hour ratios to establish the horizon year intersection volumes. The future (2016) total traffic volumes for the AM and PM peak hours were derived by adding the estimated Town Center 2b trips to the projected background volumes on Oil Well Road. The resultant future (2016) total traffic volumes are presented in Exhibit 5a and Exhibit 5b for the scenarios without and with the proposed directional median opening, respectively. Separate Turn Lane Requirements The Collier County Separate Turn Lane Requirements are outlined in Section III.A. of the Collier County Construction Standards Handbook for Work within the Public Right-of-Way, Appendix G. Per page 12 of those requirements, "Multi -lane Divided Roadways: (1) Median Openings, other than those existing at the time of Permit application, to accommodate left turns at locations other than street intersections may be permitted only when the projected traffic volume at the proposed opening (two -way total) averages 150 vehicles per hour during the eight highest hours of a typical day." As shown on Exhibit 5b, the proposed directional median opening is projected to accommodate approximately 230 and 430 two -way total, peak hour trips during the AM and PM peak hours, respectively. 7 O p° Packet Page -3417- 11/13/2012 Item 17.C. Therefore, it is concluded that the projected volumes at the proposed directional median opening exceed the threshold volumes identified for separate turn lanes in the Collier County Construction Standards Handbook for Work within the Public Right -of -Way, during both the AM and PM peak hours. In addition, it is anticipated that the volume threshold will be exceeded in other hours during the day, particularly during the employee shift changes. Since Oil Well Road is a multi -lane, divided arterial facility, it is also recommended that a separate right -turn lane be constructed at the proposed directional median opening access point. Intersection Capacity Analysis Intersection capacity analysis at the study area intersections was performed consistent with the methodologies identified in the Highway Capacity Manual 2010 and using the latest version of the Highway Capacity Software (HCS 2010). The analysis was performed under both the scenarios, without and with the proposed directional median opening. The intersection capacity analysis results are summarized below, and detailed intersection capacity analysis worksheets are included in Appendix H. Intersection Capacity Analysis Intersection Oil Well Road/Proposed Directional Median Opening Oil Well Road /Arthrex Commerce Drive Oil Well Road/Ave Maria Boulevard Footnotes: (1) Unsignalized intersection. Major street left/minor street left LOS reported. n/a — Not applicable. Level of Service (LOS) (1) Proposed Directional Access AM Peak Hour PM Peak Hour Without With Without With n/a B/B n/a BB C/F B/D B/F A/D C/E A/D C/E A/D As shown above, the proposed directional median opening is anticipated to operate at LOS `B ", which is better than the adopted LOS "D" standard during both the AM and PM peak hours. Oil Well Road/Arthrex Commerce Drive As summarized below, there are measurable improvements in terms of delay and LOS at the Oil Well Road /Arthrex Commerce Drive intersection as a result of the proposed directional median opening, in particular for the minor street left -turn movements, which contribute to the need for potential signalization of this intersection. g R Packet Page -3418- Delay and LOS Comparison Movement /Attribute Major Street Left (AM Peak Hour) Delay LOS Major Street Left (PM Peak Hour) Delay LOS Minor Street Left (AM Peak Hour) Delay LOS Minor Street Left (PM Peak Hour) Delay LOS 11/13/2012 Item 17.C. Proposed Directional Access Without With Chanae 16.2 12.2 -24.7% C B Improvement 10.4 9.2 -8.8% B A Improvement 50.0 28.5 -43.0% F D Improvement 121.8 33.2 -72.7% F D Improvement Based on the above, the proposed directional median opening will reduce the major street delay by approximately 9% to 25% and the minor street delay by approximately 43% to 73 %. As a result, the minor street left -turn movement, which operates at LOS "F" without the proposed directional median opening, operates at an acceptable LOS "D" under the proposed directional median opening conditions. Therefore, it is concluded that the proposed directional median opening will delay the potential signalization of the Oil Well Road /Arthrex Commerce Drive intersection. Also, if and when a signal is installed and operational at this location, less green time would need to be assigned to the side street (Arthrex Commerce Drive). Recommended Storage Lengths The storage length needed for the recommended left and right -turn lanes at the Oil Well Road /Proposed Directional Median Opening intersection were estimated consistent with the Florida DOT guidelines and summarized below. 9 O I Packet Page -3419- Recommended Turn Lane Storage Length Oil Well Road /Proposed Directional Median Opening Intersection Eastbound Left Westbound Right 11/13/2012 Item 17.C. Peak Hour Recommended Turn Volume (1) Storage (2) 155 150 feet 32 50 feet Footnotes: (1) Highest peak hour volume under the proposed directional median opening scenario. Please refer to Exhibit 5b. (2) Per the Florida DOT Manual of Uniform Minimum Standards Fpr Design. Construction and Maintenance for Street and Highways ( "Florida Greenbook "), May 2007. Please refer to Appendix I. Conclusions The conclusions of this traffic analysis are as follows. • The proposed directional median opening, which will be located approximately 1,430 feet west of an approved full median opening at Arthrex Commerce Drive, exceeds the minimum connection separation standard (1,320 feet for a directional median opening on a Class 2 Controlled Access facility) established in the Collier County Access Resolution (Resolution No. 01 -247). • The proposed directional median opening is projected to accommodate approximately 230 and 430 two -way total, peak hour trips during the AM and PM peak hours, respectively. These volumes exceed the average 150 volume threshold identified for separate turn lanes in the Collier County Construction Standards Handbook for Work within the Public Right -of -Way during both the AM and PM peak hours. • In addition to the AM and PM peak hours, the proposed directional median opening is anticipated to satisfy the separate turn lane warrant threshold volume during the various employee shift change hours as well. • The proposed directional median opening is anticipated to operate at an acceptable LOS standard during both the AM and PM peak hours. • The proposed directional median opening will divert traffic from the Oil Well Road/Arthrex Commerce Drive intersection and reduce the major street delay at this intersection by approximately 9% to 25% and the minor street delay by approximately 43% to 73 %. • The proposed directional median opening will, therefore, delay the potential signalization of the Oil Well Road / Arthrex Commerce Drive intersection. 10 PQ Packet Page -3420- ,."Y 11/13/2012 Item 17.C. • Adequate storage lengths will be provided for the eastbound left and westbound right - turn lanes at the proposed directional median opening. Based on the above, it is concluded that the proposed directional median opening meets the minimum volume and connection separation criteria established by the County. In addition, the proposed directional median opening improves projected traffic operations at the Oil Well Road /Arthrex Commerce Drive intersection. Therefore, it is recommended that the proposed directional median opening be approved. I l E Packet Page -3421- 77 t 4L, .• t z,, 9 � _ I, IV WWI •�.a � rrreu•!�t t ��' iti� `_:wn. x'1`Z"".r�y:.. -*tig, t• `-`•� Y'a".`� SM"3p. .'Nf �'( tiro. T' h� h� • _ _ •� • i; � ', F .-J «, . r;, .. `. p a n +l r�1 `a • L »#� �......__au.�.�.- --..,. + z s F "7 � r r a 4,..� n Im [. Xt . i cl .. - �r� s ». .,. .,. $ _ .. rda,� ...i90w * —..__ k.. +ka.,,". ^`� 4�' .... � w• +✓RuT:d t Tj 'F ' s. a =�&n t t' s F� r " 11/13/2012 Item 17.C. EXHIBIT 3 AVE MARIA TOWN CENTER 2b OIL WELL ROAD DIRECTIONAL ACCESS TRAFFIC ANALYSIS DEVELOPMENT PARAMETERS (1) Proposed Footnotes: (1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA. (2) Land Use Categories per the ITE Trip Generation, Eighth Edition. Manufacturing — LUC 140, Warehousing — LUC 150, General Office — LUC 710, Medical Office LUC — 720, and Commercial — LUC 820 (General Retail /Shopping Center). (3) Includes 219,150 square feet of Manufacturing and 14,745 square feet of Warehousing land uses. Represents a major portion of the total proposed 285,000 square feet Arthrex development, including the future expansion. (4) Includes 49,210 square feet of General Office and 1,895 square feet of Medical Office land uses. Represents the remaining portion of the total proposed 285,000 square feet Arthrex development, including the future expansion. Packet Page -3424- Parcel Floor ITE Land Use Assumptions (2) Tract Allowable Uses Area Area Manufacturing Office Commercial (ac) (sq.ft.) (sq.ft.) (sq.ft.) (sq.ft.) C1 Manufacturing & Office 22.0 285,000 233,895 (3,5) 51,105 (4,5) -- C2 -O Manufacturing & Office 17.0 170,000 136,000 34,000 -- C2 Commercial 11.0 110,000 -- -- 110,000 Footnotes: (1) Assumed based on allowable land uses for the tracts and a FAR of 10,000 sq.ft. /acre consistent with the Ave Maria SRA. (2) Land Use Categories per the ITE Trip Generation, Eighth Edition. Manufacturing — LUC 140, Warehousing — LUC 150, General Office — LUC 710, Medical Office LUC — 720, and Commercial — LUC 820 (General Retail /Shopping Center). (3) Includes 219,150 square feet of Manufacturing and 14,745 square feet of Warehousing land uses. Represents a major portion of the total proposed 285,000 square feet Arthrex development, including the future expansion. (4) Includes 49,210 square feet of General Office and 1,895 square feet of Medical Office land uses. Represents the remaining portion of the total proposed 285,000 square feet Arthrex development, including the future expansion. Packet Page -3424- -SZt E- a ed �a�Iaed N 0 Q z N (ssZ)c9Z w z paonaIno8 DIJDh any W W z LL, c- sZ N �?cn0 (96)OZ (06 9T N Q r O — C:f C� Cl- n W af Q O Q z Q O W W > o Q O 0 x m O JC-4 C/) W � U N U Q ania4 aoaaWWOO xaay }ay ry (9 b �6Z N W W (809)101 I— Q N W Q U � U D Cy 0 0 o = O M Y ¢ Q Q Mc)) d C Q 0 W 00 J � n W a buivadp uoipaW i I W w > Iouoi oa.iiQ pasodaid x x `r To—)o 01 0 x x O 'O'L Wall Z Wz /£ M 6 F z - 9ZtiS- 9Bed}aNDed (ssz)csz paDnaIno8 DIJD(N any sz (Woz (o6 B 7L N jcs zv z *( anu4 aoaauaWoO xaay}Jy (29z)2s (si7 sz (cz �z 79-2 7L-V2 L IN buivadp umpaW IDUOIIDGJIQ pasodoid (o *z)s-V '01 W911 ZWVCM � v 0 rK Q) O N N N co N N O Q O M N U z z w z w z Cl- CD 0 O � � z Q n Q n U D FY r1r, J Q � z Q 3: o U w w > Q p (n W n U N Q J w Q E— z z O Li U � U z LL' o 0 Q Q o Q Cy W W J � Q J O U ° ° Y C Y z 0- w � Q I x I x x x N LO N N O Q O M N U z z w z w z Cl- CD 0 O � � z Q n Q n U D FY r1r, J Q � z Q 3: o U w w > Q p (n W n U N Q J w Q E— z z O Li U � U z LL' o 0 Q Q o Q Cy W W J � Q J O U m z -LZVE- aged LO Q1 L� N M 00 (sszksz °' pJDnalno8 piaow any (96)OZ (os 8T N N LO 0 (D 0) 0 O) � 8Zc 9Zc — col aniJa aoaauawop xaay}ay (8os)LoL N rn rn N 0) 0 v� O O 6uivadp uoipaW Iouoijoaji4 pasodoad (o)o r O'L� w911 Z�OZ /C� /�� (0)0 N O O O O N_ 0 z QQN\ ^ co \ I ^ u J M LO Q O CL JC44 O W O 0 O O z � z Q O CL JC44 O W O 0 N Q co O ry 0 CD n w N w O Q EL" O U LL W O � � O O � N r O CIO W � U N U Q ry w Q v N 00 W o U 0 U 0 = O N rn CD Y w Q Q Q LLJ :E a_ G Q > W < qo C14 x x X X r O o� O O U1 —.Mk E+ z 3Zti£- aged IaN:)Ed Q1 M d r. N M n .0 t0 �' pJDnaInOB DIJDW any (ss)oz sZ (os 8 L N N 0 0) O i-q CD (p v v (pI Zbl Zbl c°n 0 1 anIJQ aOJaWWOO XG.IgIJy (29z)2s (2z T wz 00 LO 0 M rn N LO Lo 98l b8L I �f 0o buluadp uDlpaw IDuopoaJla pasodoJd (6-bz)8-b N O O�O� "Ol � Luall Z < OZ /C �/ � � LO Ect,41 O Co Co N � 0 N O r rn _ N r W u o � N � 0o M 00 CD lIn LO r LO N LO O O r o ° C-) Y Y Q W a C� g J Q I I x x x x u N O 6 \ LO LO n z Q w O � O 0 z 0 Q 0 �— Q O Q W N w = Q � � z Flo w U W l� !(J7 C / W � U N U Q Q:� __j w Q I— z z 0 Li U � U z w ry 0 0 I— _Q Q 0 Q � J W J W Q 0 Fuj 11/13/2012 Item W.C. APPENDIX A APPROVED INITIAL MEETING CHECKLIST 111 Packet Page -3429- 11/13/2012 Item 17.C. APPENDIX A 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. Date: 12/12/2011 Time: 9:30 AM Location: Collier County Transportation Planning Department People Attendine: Name, Organization, and Telephone Numbers 1) Mr. John Podczerwinskv Collier County 2) Mr. Ronald Talone DPA 3) Mr. Suresh Karre, DPA 4) Mr. Jeremy Arnold Barron Collier Companies Study Preparers Preparer's Name and Title: Mr. Ronald Talone & Mr. Suresh Karre Organization: David Plummer & Associates Inc Address & Telephone Number: 2149 McGregor Boulevard Fort Mvers FL 33901. 239 332 -2617 Reviewer(s) Reviewer's Name & Title: Mr. John Podczerwinskv Collier County Transportation Planning Department Reviewer's Name & Title: Organization & Telephone Number. ADD — !Kant: Applicant's Name: Mr. Jeremy Arnold Address: Barron Collier Companies Telephone Number: 239 - 262 -2600 _Proposed Development: Name: Ave Maria DRI Location: North of Oil Well Road and west of Camp Keais Road Land Use Type: Per the approved DRI and the on -going SDP application PL 201 t 0783 ITE Code #: Per the approved DRI and the on -going SDP application PL 2011-0783. Proposed number of development units: Same as the on- oin PL 2011 -0783. Other: Description: Raguest for a new access point (directional median opening) onto Oil Well Road at approximately 0.27 miles (1,430 feet) west of the approved Arthrex Commerce Drive ., I, :i' :. ... , _ . , Packet Page -3430- Zoning Existing: N/A (Per the aaaroved DRI) Comprehensive plan recommendation: N/A Requested: N/A Findings of the Preliminary Study: N/A Study Type: 0 A? t� Small Scale TIS ® Minor TIS Maior TIS Stud ---v Area: Boundaries: nil wPti u ^,a F.,._ ...__. 11/13/2012 Item 17.C. •- �aW�� commerce llnvt<and Oil ell Road/AMUEntrance. �• /�,b,��prfr.,w�_ tWT6Q1t,eit�S •fwtr�c�p�4�l�• Additional intersections to be a alyzed: Well ROad/PTO osed Access Point (Directional Median Openin 20 t Horizon Year(s): tease 1 build -out in 1 l plus 3 year extension) Analysis Time Penod(s). PM Peak Hour � Future Off -Site Developments: N/A i Source of Trip Generation Rates: Per the approved DRI -n- goin St DP application PL 201 I -0783 based on ITE Tri Generation 8`" Edition. _ Reductions in Trio Generation Rates: None: N/A Pass -by trips: N/A Internal trips (PUD): Per the approved D and the — an- oincnp a L 2011 0783 Transit use: N/A Other: N/A Horizon Year Roadway Network Improvements Six lanes on Oil Well Road from Oil WeTI Grade Road to Ave Maria Boulevard. Methodology & Assumptions Non -site traffic estimates: Collier County 2011 AUIR for segment volumes Site -trip generation: Per the a2vroved D and on oin SDP a lication PL 2011 -0783 Trip distribution method: Manual Method consistent with the a roved Traffic assignment method: Manual Method consistent with the a roved and with the proposed access point t Traffic growth rate: Linear rowth rate based on historic AUTR volumes for the oast 5 year—s . _k wv, ; mu", 14 �—_ 6a U SCP, w� J Packet Page -3431- 11/13/2012 Item 17.C. Special Features: (from preliminary study or prior experience) Accidents locations: N/A Sight distance: N/A Queuing: N/A Access location & configuration: Pr_ oRgsed access Roint will be located aaproximately 0.27 miles (1430 feet from the annroved Anthrex Commerce Drive The nro osed access point will be limited to an eastbound left -in and a westbound right-in/right-out _ only directional median openin Traffic control: Unsienalized directional median opening Signal system location & progression needs: N/A On -site parking needs: N/A Data Sources: Collier County 2011 AUIR and #2 Droved DRI Question 21 Base maps: N/A Prior study reports: N/A Access policy and jurisdiction: Collier County (per Resolution No 01 -24 7). Review process: N/A Requirements: N/A Miscellaneous: SIGN URES Study Preparer - - - -- -- , viewers Applicant Packet Page -3432- 11/13/2012 Item 17.C. APPENDIX B EXCERPTS FROM COLLIER COUNTY ACCESS MANAGEMENT RESOLUTION (NO. 01-247) Packet Page -3433- 11/13/2012 Item 17.C. 16B1? i RESOLUTION NO. 01- 247 A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS Or COLLIER COUNTY, FLORIDA AMENDING THE POLICY FOR ACCESS MANAGEMENT FOR ARTERIAL AND COLLECTOR ROADWAYS IN COLLIER COUNTY WHEREAS, Collier County is the second fastest growing metropolitan area in the United States; and WHEREAS, with this growth is an increase in both traffic volumes and accessibility to the county roadway system; and WHEREAS, Collier County has adopted a Growth Management Plan pursuant to the requirements of Section 163.3161 et, seq., Florida Statutes, which Plan, under Policy 7.1 of the TrafTc Circulation Elements, mandates that a policy he adopted for access management of the roadways or CD11icr County; and WHEREAS, access to ancrial and collector roadways must be planned and controlled so that the safety, capacity and operating conditions of the roadways will not be adversely impacted; and WHEREAS, Collier County has adopted by resolutions the specific designation fur Livingston Road and Collier Boulevard (CR 95 1) as controlled and limited access facilities. NOW, THERFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA THAT the Access Control policy as contained in Resolution No. 92 -442 as adopted on August 18, 1992, is rescinded and replaced as contained in the attached Exhibit "A ", Pages 1 through /,'L, inclusive, and hereby adopted and this policy shall be implemented on adoption of this Resolution. 13E IT FURTHER RESOLVED that the appropriate staff of the Transportation Services !Division, with concurrence of the appropriate staff ol'the Development Services Division, are hereby directed to apply this Policy in the development of roadway improvement projects and review and permitting of all development projects. This Resolution adopted after motion, second, and majority vote. DATED: v ) .Z `, ZOO J A"Pl EST: BOARD OF COUNTY COMMISSSiONERS 00 f1 " *tPC. , CLERK COLLIER COUNTY, FLORIDA B Attest as to Cha i lames D, er, PhD., Chairman .$19W-We ofnly. D s Approved as to form and legal sufficiency; Ci-cq-e ole Hubbard Robinson tier ounty Attorney Packet Page -3434- 11/13/2012 I m W.C. 16G12 s�oA 2z§ ®© z2 «d ooG» // ®$E ° Packet Page -3435- ■ 0 0� § I ui �� _ � 2 §))2z z ) CL 2 g� 2 $ ) _7 2 CD LU , k2 41 Cw / «@cc � �Q�z�zn f /(( � ww � 3 ■ o a f z < E z - ; o ) E �z ■2w E'�E) LU / 2��R «\ \QC / \ ƒf « zzE@RR� f �� g £0 2�onn E 0 U« § E 716 CO //E U) $ § § ! 2r - f f / u 2 U5 � 10 o } .15 En rn C M � o �]\$J } {!� <z \4n li C' 22 LL §i X'M \ z G§ , =E2 /| §2 a <§6 &E (§ k2�I }k/ �w 77 /sus§ -�±E � 2§§ /k /3 uua�ak4 �_Ek \ U 2 �an� »cw k « ) k Packet Page -3435- 11/13/2012 Item 17.C. APPENDIX C SRA MASTER PLAN Packet Page -3436- QaQaQaaa o O z� OR y m7M 0 O Z w' V H O 11/13/2012 Item 17.C. v s �- m (p E Gj aroa 13 AA I 1 �- Ln �k t � r ii ,, L, ,. 1151 QQ LA i s.. d. v��o: m- v��mw: e. o: w,. :.as:�oocc�rv.�.vun.p�www..,.o,. „+ca. ear •.�+w ur .nw Packet Page -3437- 1 a 0 3 o 3 x d. v��o: m- v��mw: e. o: w,. :.as:�oocc�rv.�.vun.p�www..,.o,. „+ca. ear •.�+w ur .nw Packet Page -3437- 1 a 0 3 3 x d. v��o: m- v��mw: e. o: w,. :.as:�oocc�rv.�.vun.p�www..,.o,. „+ca. ear •.�+w ur .nw Packet Page -3437- 1 a 0 3 11/13/2012 Item 17.C. APPENDIX D ITE TRIP GENERATION, EIGHTH EDITION ON Packet Page -3438- 11/13/2012 Item 17.C. Ave Maria Driveway Study - Tract C1 Summary of Multi -Use Trip Generation Average Weekday Driveway Volumes May 29, 2012 24 Hour AM Pk Hour PM Pk Hour Land Use Size Two -Way Volume Enter Exit Enter Exit Manufacturing 219.150 Th.Sq.Ft. GFA 830 119 34 56 99 Warehousing 14.745 Th.Sq.Ft. GFA 52 4 1 1 4 General Office Building 49.210 Th.Sq.Ft. GFA 773 94 13 23 111 Medical- Dental Office Building 1.695 Th.Sq.Ft. GFA 68 3 1 2 5 Total Driveway Volume 1723 220 49 82 219 Total Peak Hour Pass -By Trips 0 0 0 0 Total Peak Hour Vol. Added to Adjacent Streets 220 49 62 219 Note: A zero indicates no data available. TRIP GENERATION BY MICROTRANS Packet Page -3439- Ave Maria Driveway Study - Tract C2 Summary of Multi -Use Trip Generation Average Weekday Driveway Volumes January 16, 2012 11/13/2012 Item 17.C. Total Driveway 24 Hour AM Pk Hour PM Pk Hour Total Peak Hour Two -Way 0 0 126 131 Land Use Size Volume Enter Exit Enter Exit Manufacturing 136 Th.Sq.Ft. GFA 520 78 22 35 64 General Office Building 34 Th.Sq.Ft. GFA 581 70 9 20 97 Shopping Center 110 Th.Sq.Ft. GLA 7225 99 64 332 346 Total Driveway Volume 8326 247 95 387 507 Total Peak Hour Pass -By Trips 0 0 126 131 Total Peak Hour Vol. Added to Adaeent Streets 247 95 261 376 Note: A zero indicates no data available. TRIP GENERATION BY MICROTRANS ,±asa�.jc Packet Page -3440- 11/13/2012 Item 17.C. Summary of Trip Generation Calculation For 700 Employees of Manufacturing March 30, 2012 Note: A zero indicates no data available. The above rates were calculated from these equations: 24 -Hr. 2 -Way Volume: T = 1.75(X) + 245.96, R ^2 = 0.93 7 -9 AM Peak Hr. Total: LN(T) = .85LN(X) + .07 R ^2 = 0.91 , 0.73 Enter, 0.27 Exit 4 -6 PM Peak Hr. Total: LN(T) = .78LN(X) + .48 R ^2 = 0.88 , 0.44 Enter, 0.56 Exit AM Gen Pk Hr. Total: LN(T) = .89LN(X) + -.11 R ^2 = 0.96 , 0.8 Enter, 0.2 Exit PM Gen Pk Hr. Total: LN(T) = .82LN(X) + .31 R ^2 = 0.93 0.48 Enter, 0.52 Exit Sat. 2 -Way Volume: 0, R ^2 = 0 Sat. Pk Hr. Total: 0 R ^2 = 0 0 Enter, 0 Exit Sun. 2 -Way Volume: 0, R ^2 = 0 Sun. Pk Hr. Total: 0 R ^2 = 0 0 Enter, 0 Exit Source: Institute o* Transportation Engineers Trip Generation, 8th Edition, 2008. TRIP GENERATION BY MICROTRANS Packet Page -3441- Average Rate Standard Deviation Adjustment Factor Driveway Volume Avg. Weekday 2 -Way Volume 2.10 0.00 1.00 1471 7 -9 AM Peak Hour Enter 0.29 0.00 1.00 205 7 -9 AM Peak Hour Exit 0.11 0.00 1.00 76 7 -9 AM Peak Hour Total 0.40 0.00 1.00 281 4 -6 PM Peak Hour Enter 0.17 0.00 1.00 118 4 -6 PM Peak Hour Exit 0.21 0.00 1.00 150 4 -6 PM Peak Hour Total 0.38 0.00 1.00 268 Saturday 2 -Way Volume 0.00 0.00 1.00 0 Saturday Peak Hour Enter 0.00 0.00 1.00 0 Saturday Peak Hour Exit 0.00 0.00 1.00 0 Saturday Peak Hour Total 0.00 0.00 1.00 0 Note: A zero indicates no data available. The above rates were calculated from these equations: 24 -Hr. 2 -Way Volume: T = 1.75(X) + 245.96, R ^2 = 0.93 7 -9 AM Peak Hr. Total: LN(T) = .85LN(X) + .07 R ^2 = 0.91 , 0.73 Enter, 0.27 Exit 4 -6 PM Peak Hr. Total: LN(T) = .78LN(X) + .48 R ^2 = 0.88 , 0.44 Enter, 0.56 Exit AM Gen Pk Hr. Total: LN(T) = .89LN(X) + -.11 R ^2 = 0.96 , 0.8 Enter, 0.2 Exit PM Gen Pk Hr. Total: LN(T) = .82LN(X) + .31 R ^2 = 0.93 0.48 Enter, 0.52 Exit Sat. 2 -Way Volume: 0, R ^2 = 0 Sat. Pk Hr. Total: 0 R ^2 = 0 0 Enter, 0 Exit Sun. 2 -Way Volume: 0, R ^2 = 0 Sun. Pk Hr. Total: 0 R ^2 = 0 0 Enter, 0 Exit Source: Institute o* Transportation Engineers Trip Generation, 8th Edition, 2008. TRIP GENERATION BY MICROTRANS Packet Page -3441- 11/13/2012 Item 17.C. APPENDIX E EXCERPTS FROM ARTHREX TRAFFIC IMPACT ANALYSIS BY TREBILCOCK PLANNING. ENGINEERING (1/30/2011) Packet Page -3442- O_ ai ~ W Q U Z U O Q U D C Q 2 O 0 vi Y to Q J J m 0z aaH_ H Q W W W H Q = U)1L U) W I O � J I � Q 1 d En j 0 1 d � 1 OI J 1 `p n Q F II O N N > l I a 41 N LL 11 C Ip t d II C I I 11 II O Y � O it of a a ii > u O = Y (n 11 N 11 if C _ Y 0 II N U II CL p n o � u u o u zJll 11 � T II 11 J 1 11 II II II II fl 11 II II II 11 11 11 11 It u II it it II FO- 11 u u II n II 11 II II n 11 II ii u u u n u II 11 II 11 E 11 o II LL I I C I I d II E II � 11 d II U) 11 N tl � I I � II O 11 � 11 11 II 11 II I II II 11 II I It l 11 it II 11 u n II 11 11 I1 ii I 1 u u u u I I 11 II u 11 11 u u u u u n n n 11 II II I 11 11 11 II II II II n n u ii II 11 11 11 Il 1 u C C Z K 0 � e - S T E ¢ _ c m U K � � m _ E a o � c m _ E c � ` L b= m m (JI o r U n N i d w U Packet Page -3443- 11/13/2012 Item 17.C. H �I N N �I O 0 N m N I, H d O Q V �i O _H CO .I 11/13/2012 Item 17.C. Awl 0 N r O N 0 0 N O O O N Co O O N a m } ti 0 0 N O O O N N O O N CD O O N Co O e- ownlOn Packet Page -3444- v V a Q 0 N OOC GG c N C O V d �O a` d i LL Q 11/13/2012 Item 17.C. N N N � N c0 C N N C Co J O N I O O N LO 0 N v 0 N m d 0 N _N O N �V O r v N O O v er M � M N N r- r .M-- awnlOA Packet Page -3445- I i I I i i I I ' i I I I f , i I I I I ♦ i I I I ! I I I I O N I O O N LO 0 N v 0 N m d 0 N _N O N �V O r v N O O v er M � M N N r- r .M-- awnlOA Packet Page -3445- 11/13/2012 Item 17.C. lowlw CU y C f` yt i O V O i O � O N ' C O Q1 i H m v N C O v tl1 .O V a CD E ' o a� 3 y 3 U- d O N CD O N tt7 O N 0 N C7 0 N N � C:) i- 0 N 0 0 N a, Co o N Co O O N ti O p O O O O C) O O O O O p N Co to � M N Cl awn[OA Packet Page -3446- 1'. 11/13/2012 Item 17.C. DAVID PLUMMER & ASSOCIATES SUMMARY OF VEHICLE MOVEMENTS Packet Page -3447- 11/13/2012 Item 17.C. DAVID PLUMMER & ASSOCIATES HOURLY SUMMARY OF VEHICLE MOVEMENTS LOCATION: Camp Keais Road @ Oil Well Road COUNTY: Collier OBSERVER: JM, EM WEATHER: GOOD ROAD CONDITION GOOD NORTHBOUND L T R Total SOUTHBOUND L T R Total CITY: DATE: REMARKS: Naples 04/09108 GRAND TOTAL AM PEAK TIME BEGIN END L NORTHBOUND T R Total SOUTHBOUND L T R Total L EASTBOUND T R Total WESTBOUND L T R Total GRAND TOTAL 07:00 AM 08:00 AM 0 0 0 0 47 0 94 141 74 109 0 183 0 17 4 21 345 08:00 AM 09:00 AM 00 397 0 0 35 0 134 169 54 89 0 143 0 38 9 47 359 09:00 AM 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 AM 11:00 AM 0 0 0 0 0 0 D 0 0 0 0 0 0 0 0 0 0 11:00 AM 12:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:00 PM 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 PM 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 PM 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01 or 0 03:00 PM 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 PM 05:00 PM 0 01 0 01 5 0 45 50 99 51 0 150 0 71 21 92 292 os:oo PM os:oo PM 0 0 0 0 9 0 52 61 132 41 0 173 01 79 27 106 340 DAVID PLUMMER & ASSOCIATES PEAK HOUR CALCULATIONS PEAK HOUR BEGIN END NORTHBOUND L T R Total SOUTHBOUND L T R Total EASTBOUND L T R Total WESTBOUND L T R Total GRAND TOTAL AM PEAK 07:15 AM 1 08:15 AM 0 0 0 OF 57 0 129 186 70 110 0 180 0 2 27 4 31 397 PEAK HOUR FACTOR #N /A 0.63 0.79 0,52 0.80 MIDDAY PEAK 12:00 PM 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 PEAK HOUR FACTOR #N /A #N /A #N /A #N /A #N /A PM PEAK 04:45 PM 05 45 PM 0 Q 0 0 9 0 52 61 152 43 0 195 0 79 21 100 356 PEAK HOUR FACTOR #N /A 0.69 0.70 0.83 0.86 Packet Page -3448- FDOT /DPA RAW TURNING MOVEMENT DIAGRAM LOCATION: Camp Keais Road @ Oil Well Road COUNTY : Collier OBSERVER: JM, EM CITY: DATE: AM Peak Hour 186 74 4 156 129 0 57 .-J 1 �, 70 --I L * 4 180 110 27 31 0 —� ~ 0 I 0 0 0 167 —� f0 0 i PM Peak Hour 61 173 131 52 0 9 N 152 � � 21 195 43 --► 4— 79 100 0 0 71r 0 0 0 52 -► 0 0 Packet Page -3449- I N 11/13/2012 Item 17.C. Naples 04/09/08 TRUCK % NB = 0 % SB = 34 % EE = 16 WB = 19 % TRUCK % NB = 0 % SB = 23 % ES = 20 % WB = 12 % 11/13/2012 Item 17.C. APPENDIX G EXCERPTS FROM COLLIER COUNTY CONSTRUCTION STANDARDS HANDBOOK FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY IS Packet Page -3450- 11/13/2012 Item 17.C. CONSTRUCTION STANDARDS HANDBOOK FOR WORK WITHIN THE PUBLIC RIGHT -OF -WAY COLLIER COUNTY, FLORIDA SECTION TABLE OF CONTENTS PAGE PURPOSE SURVEY MONUMENTS ii TERMS AND DEFINITIONS iii RELATED DOCUMENTS iv -v vi I. PERMIT REQUIREMENTS A. Application B. Processing 1 C. Inspections 2 D. Blanket Permit 3 E. Exemptions from Permit Requirements 3 F. Remedies for Violation of this Ordinance 4 G. Permit and Inspection Fees 4 H. Performance Bond Requirements 5 5 II. CONSTRUCTION REQUIREMENTS A. Requirements for all Permits B. Roadway Crossings 6-7 C. Attachments to Structures 8-9 D. Safety Requirements 9 E. Restoration Requirements 10 F. Permissible Work Hours 10 11 III. TURN LANES, DRIVEWAYS, ACCESS ROADS, DESIGN REQUIREMENTS A. Separate Turn Lane Requirements B. Geometric Restrictions 12 C. Minimum Design Standards 13 D. Access and Site Plan Information Required 14 -17 E. Drainage Culvert Installation 17 -18 F. Exceptions 18 19 IV. MISCELLANEOUS CONSTRUCTION A. Sidewalk/Bikepath Construction B. Delineation Devices 20 C. Underground Utility Accommodations 20 21 -25 V. APPENDICES A. PERMIT APPLICATION AND CONDITIONS B. STANDARD FOR DESIGN AND AS -BUILT ELECTRONIC DRAWINGS C. DRAWING REFERENCE FOR MINIMUM REQUIREMENTS 5 -7 8 Packet Page -3451- 11/13/2012 Item 17.C. III. TURN LANES, DRIVEWAYS, ACCESS ROADS DESIGN REQUIREMENTS A. Separate Turn Lane Requirements: All right turn lanes must be consistent with existing conditions or planned improvements if located on a collector or arterial road. For all turn lanes: 1. If existing County ROW is utilized, compensating ROW must be provided. 2. If a sidewalk must be reconstructed for a turn lane, the existing separation must be maintained; or the required clear zone, whichever is greater. Construction of required turn lane(s) must be completed prior to commencing construction on site. Turn lanes are required and must be constructed whenever any of the following conditions exist: Two Lane Roadways: (1) Left turn lanes must be provided whenever the left turn volume is 20 vehicles or more. (2) Right turn lanes must be provided whenever the right turn volume is 40 vehicles or more. b. Multi -lane Divided Roadways: (1) Median openings, other than those existing at the time of Permit application, to accommodate left turns at locations other than street intersections may be permitted only when the projected traffic volume at the proposed opening (two- way total) averages 150 vehicles per hour during the eight highest hours of a typical day. When new median openings are permitted, they shall always include left turn lanes. Turn lanes in the median that serve `.he public shall take precedence over turn lanes serving privately owned developments. (i.e. 'rf a median opening /turn lane for a private development precludes the installation or lengthening of a turn lane benefiting the public, the turn lane serving the private entity may be required to be reduced or removed at the expense of the beneficiary). (2) Right turn lanes shall always be provided for existing multi -lane divided roadways or for roadways, which are scheduled to become multi -lane divided roadways in accordance with the Annual Update and Inventory Report of the Collier County Growth Management Plan. C. Existing Conditions: (1) Increased radii with expanded throat depth may be approved due to pre- existing conditions constraints. 2. These requirements may be modified or waived by the Transportation Services Division Administrator or his designee when physical conditions at the site make their application impractical or when the road is to be reconstructed as part of an approved CIE (Capital Improvement Element). While traffic volumes usually do not require separate turn lanes until the 12 Packet Page -3452- 11/13/2012 Item 17.C. APPENDIX H INTERSECTION CAPACITY ANALYSIS Packet Page -3453- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL Agency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: AM PEAK HOUR - W /DIRECTIONAL Intersection: OIL WELL RD @ DIRECTINAL ACCES Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: DIRECTIONAL MEDIAN OPENING Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R volume 152 765 898 32 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 178 899 1056 37 Percent Heavy Vehicles 5 Median Type /Storage Raised curb / 1 RT Channelized? 617 No Lanes 1 2 2 1 Configuration L T T R Upstream Signal? 13.2 No No minor btreet: Hpproach Northbound Movement 7 8 9 L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (o) 0 Flared Approach: Exists? /Storage Lanes Configuration Southbound 1 10 11 12 1 L T R 48 0.85 56 5 0 1 R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L I I R v (vph) 178 56 C(m) (vph) 617 540 v/c 0.29 0.10 95% queue length 1.19 0.35 Control Delay 13.2 12.4 LOS B B Approach Delay 12.4 Approach LOS B Packet Page -3454- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL .gency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: PM PEAK HOUR - W /DIRECTIONAL Intersection: OIL WELL RD @ DIRECTINAL ACCES Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: DIRECTIONAL MEDIAN OPENING Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R Volume 155 837 552 31 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 182 984 649 36 Percent Heavy Vehicles 5 Median Type /Storage Raised curb / 1 RT Channelized? No Lanes 1 2 2 1 Configuration L T T R Upstream Signal? No No inor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 240 Peak Hour Factor, PHF 0.85 Hourly Flow Rate, HFR 282 Percent Heavy Vehicles S Percent Grade (o) 0 0 Flared Approach: Exists? /Storage Lanes Configuration R� Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L R v (vph) 182 282 C(m) (vph) 885 706 v/c 0.21 0.40 9S% queue length 0.77 1.93 Control Delay 10.1 13.4 LOS B B approach Delay 13.4 ?proach LOS B Packet Page -3455- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL Agency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: AM PEAK HOUR - w/o DIRECTIONAL Intersection: OIL WELL RD @ ARTHREX COMMERCE Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: ARTHREX COMMERCE DRIVE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R volume 234 683 874 92 Peak -Hour Factor, PHF 0.85 0.85 1 0.85 0.85 Hourly Flow Rate, HFR 275 803 R 1028 108 Percent Heavy Vehicles 5 v (vph) 275 34 84 Median Type /Storage Raised curb / 1 v/c 0.46 RT Channelized? 0.15 95- queue length 2.44 No 0.54 Lanes 1 2 12.7 2 1 C Configuration L T T R Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 29 72 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 34 84 Percent Heavy Vehicles 5 5 Percent Grade (%) 0 0 Flared Approach: Exists? /Storage Lanes 1 1 Configuration L R Packet Page -3456- Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L I I L R v (vph) 275 34 84 C(m) (vph) 594 113 550 v/c 0.46 0.30 0.15 95- queue length 2.44 1.16 0.54 Control Delay 16.2 50.0+ 12.7 LOS C F B Approach Delay 23.5 Approach LOS C Packet Page -3456- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL 'kgency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: AM PEAK HOUR - W /DIRECTIONAL Intersection: OIL WELL RD @ ARTHREX COMMERCE Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: ARTHREX COMMERCE DRIVE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume 82 683 906 60 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 96 803 1065 70 Percent Heavy Vehicles 5 Median Type /Storage Raised curb / 1 RT Channelized? No Lanes 1 2 2 1 Configuration L T T R Upstream Signal? No No inor Street A pproach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R vviuuiIZ! Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade (o) Flared Approach: Exists? /Storage Lanes Configuration 0 29 24 0.85 0.85 34 28 5 5 0 1 1 L R Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 10 11 12 Lane Config L L R v (vph) 96 34 28 C(m) (vph) 594 187 537 v/c 0.16 0.18 0.05 95% queue length 0.57 0.64 0.16 Control Delay 12.2 28.5 12.1 LOS B D B Approach Delay 21.1 Dproach LOS C Packet Page -3457- HCS +: Unsignalized Intersections Re'-ease 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL Agency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: PM PEAK HOUR - w/o DIRECTIONAL Intersection: OIL WELL RD @ ARTHREX COMMERCE Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: ARTHREX COMMERCE DRIVE Intersection Orientation: EW Study period (hrs): 0.25 Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R volume 235 757 429 93 Peak -Hour Factor, PHF 0.85 0.85 0.85 0.85 Hourly Flow Rate, HFR 276 890 504 109 Percent Heavy Vehicles 5 5 Percent Grade (%) Median Type /Storage Raised curb / 1 Flared Approach: RT Channelized? No Lanes Lanes 1 2 2 1 Configuration Configuration L T T R Upstream Signal? of Service_ No No Approach Minor Street: Approach Northbound Southbound Movement Movement 7 8 9 1 10 11 12 L I L T R I L T R Volume 145 363 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 170 427 Percent Heavy Vehicles 5 5 Percent Grade (%) 0 0 Flared Approach: Exists? /Storage Lanes 1 1 Configuration L R Delay, Queue Length, and Level of Service_ Approach EB WB Northbound Southbound Movement 1 4 1 7 B 9 1 10 11 12 Lane Config L I 1 L R v (vph) 276 170 427 C(m) (vph) 942 171 776 v/c 0.29 0.99 0.55 95% queue length 1.23 7.92 3.40 Control Delay 10.4 121.8 15.2 LOS B F C Approach Delay 45.5 Approach LOS E Packet Page -3458- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL 'kgency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: PM PEAK HOUR - W /DIRECTIONAL Intersection: OIL WELL RD @ ARTHREX COMMERCE Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: ARTHREX COMMERCE DRIVE Intersection Orientation: EW Study period (hrs): Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R I L T R 0.25 volume 80 757 460 62 Peak -Hour Factor, PHF 0.85 0.85 1 0.85 0.85 Hourly Flow Rate, HFR 94 890 P, 541 72 Percent Heavy Vehicles 5 -- -- 942 -- -- Median Type /Storage Raised curb / 1 956 queue length 0.33 P.T Channelized? 0.70 Control Delay 9.2 No 10.9 Lanes 1 2 B 2 1 Configuration L T T R Upstream Signal? No No .4inor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 145 123 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 170 144 Percent Heavy Vehicles 5 5 Percent Grade (o) 0 0 Flared Approach: Exists? /Storage Lanes 1 1 Configuration L R Packet Page -3459- Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L L P, v (vph) 94 170 144 C(m) (vph) 942 292 758 v/c 0.10 0.58 0.19 956 queue length 0.33 3.42 0.70 Control Delay 9.2 33.2 10.9 LOS A D B approach Delay 22.9 pproach LOS C Packet Page -3459- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL Agency /Co.: DPA Date Performed: 2/7/2012 Analysis Time Period: AM PEAK HOUR Intersection: OIL WELL RD @ AVE MARIA BLVD Jurisdiction: COLLIER Units: U. S. Customary Analysis Year: 2016 Project ID: #11588 AVE MARIA TOWN CENTER 2B East /West Street: OIL WELL ROAD North /South Street: AVE MARIA BOULEVARD Intersection Orientation: EW Study period (hrs): Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T Volume 247 465 948 Peak -Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 290 547 1115 Percent Heavy Vehicles 5 -- -- __ Median Type /Storage Raised curb / 1 RT Channelized? No Lane 0.25 6 R 6 0.85 7 s 1 2 2 1 Configuration L T T R Upstream Signal? No No Minor Street: Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume 2 18 Peak Hour Factor, PHF 0.85 0.85 Hourly Flow Rate, HFR 2 21 Percent Heavy vehicles 5 5 Percent Grade ( %) 0 0 Flared Approach: Exists? /Storage Lanes 1 1 Configuration L R Packet Page -3460- Delay, Queue Length, and Level of Service Approach EB WB Northbound Southbound Movement 1 4 1 7 8 9 1 10 11 12 Lane Config L I I L R v (vph) 290 2 21 C(m) (vph) 601 114 519 v/c 0.48 0.02 0.04 95% queue length 2.62 0.05 0.13 Control Delay 16.4 37.1 12.2 LOS C E B Approach Delay 14.4 Approach LOS B Packet Page -3460- HCS +: Unsignalized Intersections Release 5.6 11/13/2012 Item 17.C. TWO -WAY STOP CONTROL SUMMARY Analyst: DL Southbound Agency /Co.: DPA 1 10 11 12 Date Performed: 2/7/2012 L R Analysis Time Period: PM PEAK HOUR Intersection: OIL WELL RD @ AVE MARIA BLVD 5 Jurisdiction: COLLIER 1025 178 Units: U. S. Customary 0.28 0.03 Analysis Year: 2016 1.18 0.09 Project ID: #11588 AVE MARIA TOWN CENTER 2B 25.8 East /West Street: OIL WELL ROAD A D North /South Street: AVE MARIA BOULEVARD 11.1 Intersection Orientation: EW Study period (hrs): Vehicle Volumes and Adjustments Major Street: Approach Eastbound Westbound Movement 1 2 3 1 4 5 L T R I L T Volume 249 653 432 Peak -Hour Factor, PHF 0.85 0.85 0.85 Hourly Flow Rate, HFR 292 768 508 Percent Heavy Vehicles 5 -- -- __ Median Type /Storage Raised curb / 1 RT Channelized? Lanes 1 2 No 2 1 Configuration L T T R Upstream Signal? No No lino- St 0.25 7 0.85 8 reet. Approach Northbound Southbound Movement 7 8 9 1 10 11 12 L T R I L T R Volume Peak Hour Factor, PHF Hourly Flow Rate, HFR Percent Heavy Vehicles Percent Grade ( %) 0 Flared Approach: Exists? /Storage Lanes Configuration Approach Movement Lane Config v (vph) C (m) (vph) v/c 95% queue length Control Delay LOS Approach Delay pproach LOS 5 90 0.85 0.85 5 105 5 5 0 1 1 L R Delay, Queue Length, and Level of Service EB WB Northbound Southbound 1 4 1 7 8 9 1 10 11 12 L 1 L R 292 5 105 1025 178 774 0.28 0.03 0.14 1.18 0.09 0.47 9.9 25.8 10.4 A D B 11.1 B Packet Page -3461- 11/13/2012 Item 17.C. APPENDIX I EXCERPTS FROM FDOT GREEN BOOK CM-1 Packet Page -3462- 11/13/2012 Item 17.C. Topic # 625- 000 -015 MANUAL OF UNIFORM MINIMUM STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND HIGHWAYS (Commonly known as the "Florida Greenbook ") State of Florida Department of Transportation MAY 2007 EDITION Any updates to the Florida Greenbook will be posted on the FDOT Web Site at: http: / /www.dof. state. fl.us /rddesignIPublications/pub htm Packet Page -3463- 11/13/2012 Item W.C. ( Topic # 625- 000 -015 May - 2007 Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways FIGURE 3 — 13 TYPICAL STORAGE LANE I Left Turn storage Lane (Similar Arrangement For Right Turns) Median L Opening _ Taper Len th Braking Distance Queue Length 10' to 12' Storage Lane mof _Through Lane 111111110_ j Through Lane soy Taper Or Reverse Curve Stop Control storage wueue Length - Unsignalized Intersections Turning Vehicles Per Hour 30 60 100 1 200 300 Required Storage Length (FEET) 25 50 100 175 250 At signalized intersections, the required queue length depends on the signal cycle length, the signal phasing arrangement, and rate of arrivals and departures of turning vehicles. In absence of a turning movement study, it is recommended that 100 ft. of queue length be provided in urban /suburban areas and 50 ft. of queue length be provided in ruralttown areas as a minimum. Taper Length And Braking Distance (FEET) Highway Design Speed (MPH) Storage Entry Speed* (MPH) Taper Length Brake To Stop Urban ** Rural * ** 35 25 70 75 - -- 40 30 80 75 - -- 45 35 85 100 - -- 50 40/44 105 135 215 55 48 125 - -- 260 60 52 145 - -- 310 65 55 170 - -- 350 * Reaction Precedes Entry ** Minimum Braking Distance, Wet Conditions * ** Customary Braking Distance, Wet Conditions Tk- - I- L._ _i_ - - -o- -- - -._, __ ... r.�........., .., - --l— w 1=119M tot--e c)ecuon Geometric Design 3 -92 Packet Page -3464- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET EMAIL FROM FIRE MARSHAL LEO RODGERS Packet Page -3465- 11/13/2012 Item 17.C. Alexis Crespo From: Leo Rodgers <LRodgers @immfire.com> Sent: Monday, April 02, 2012 4:58 PM To: Kristina Johnson Cc: Alexis Crespo; BCIFDChief Subject: RE: Arthrex Western Entrance Good Afternoon Kristina, As we discussed, I have had concerns about fire service access with the number of parking spaces and only two entrances to the property. The addition of another entrance off of Oil Well road will alleviate some of the congestion. I have looked at the plan you sent for my review and give my support to the addition of the western entrance. Leo F. Rodgers Fire Marshal Immokalee Fire Control District 502 E. New Market Rd. Immokalee, Fl. 34142 Phone: (239) 657 -2700 Cell: (239) 707 -4829 From: Kristina Johnson [ mai Ito: KristinaJ@wa ldropengineering.com] Sent: Thursday, March 29, 2012 2:40 PM To: Leo Rodgers Cc: Alexis Crespo Subject: Arthrex Western Entrance Leo, Per our conversation we are looking to add another entrance into the Arthrex facility from Oil Well Road. This entrance will be located along the western end of the Arthrex property and will mainly be used by employee and visitor traffic. All truck traffic will be directed to use the Arthrex Commerce Drive entrance. We feel this will greatly improve the accessibility of the Arthrex site as it relates to emergency situations. For your review I have attached an exhibit showing the proposed entry. Before we can permit the entrance we must first receive approval from the Board of County Commissioners for the additional Oil Well Road entrance via the SRA Amendment process. We are asking for your support in the allowance of the western entrance. Feel free to contact me with any questions or concerns. Thanks, Kristina M. Johnson, P. E., LEED AP Project Manager WALDROP ENGINEERING, P.A. KristinaJOWaldroDEneineerine .com 28100 Bonita Grande Dr. #305 Bonita Springs, FL 34135 1 Packet Page -3466- 11/13/2012 Item 17.C. THE TOWN OF AVE MARIA NOPC DOA-PL-20120001160 CCPC PACKET SIGN POST AFFIDAVIT & PHOTOS Packet Page -3467- 11/13/2012 Item 17.C. SIGN POSTING INSTRUCTIONS (Section 10.03.00, COLLIER COUNTY LAND DEVELOPMENT CODE (LDC) ,111111114, 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 supercede any requirement of the LDC. For specific sign requirements, please refer to Section 10.03.00 of the LDC. 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 axed 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 LEE BEFORE THE UNDERSIGNED AUTHORITY, PERSONALLY APPEARED 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 SIGNA APPLI ANT OR AGENT STREET OR P.O. BOX NAME (TYPED OR PRINT D) STATE OF FLORIDA COUNTY OF Gglm, i€R Ut-CL CITY, 9TATB4tIP The foregoing instrument was sworn to and subscribed before me this day of 200 ?, by S Cf personally known to me or who produced as identification and who did /did not take an oath. ` 'z CI LLIAN JONFS, III Signature of Notary lic TNOTARY PUBLIC STATE OF FLORIDA Comm# EE099159 OE Explres 61112045 My Commission Expires: (Stamp with serial number) Printed Name of Notary Public .1:\275 -00 MirasoliWord2oning \Sign Post\AFFIDAVIT AND SIGN POSTING INSTRUCTIONS 5- 2- 05.doc Packet Page -3468- Camp Keais Road Signage 11/13/2012 Item W.C. Packet Page -3469- Oil Well Road Signage 11/13/2012 Item 17.C. Packet Page -3470- 11/13/2012 Item 17.C. October 2, 2012 VIA E -MAIL: kavdeselem Qwcolliergov.net Ms. Kay Deselem, AICP Principal Planner Department of Planning and Zoning 2800 North Horseshoe Drive Naples, Florida 34104 Re: Town of Ave Maria SRA /DRI D.O. Amendment Dear Ms. Deselem: We understand that RES Collier holdings, LLC as landowner for the approximately 200,000 square foot Arthrex manufacturing facility currently under construction in the Town of Ave Maria has filed applications to add an access point on Oil Well Road approximately 1,430 feet west of Arthrex Commerce Drive, Pacific Tomato Growers, Ltd. owns the property immediately south of Oil Well Road across from the Town Center on Oil Well Road. In fact, Pacific owns all the property south of Oil Well Road from Camp Keais Strand east to the extension of Camp Keais Road. As the adjacent property owner, Pacific Tomato Growers, Ltd. has no objection to Arthrex's request for an additional access point along Oil Well Road. Sincerely, B ly L He le , Pacific Tomato CC. Mr. Reinhold Schmieding (Via E -Mail: Reinhold. Schmieding,Arthrex.com) John M. Passidomo, Esq. (Via E -Mail: jmpassidomo (cr napleslaN�,.com} 4338 -8942 # 1315 Packet Page -3471- 11/13/2012 Item 17.C. October 2, 2012 VIA E -MAIL: k�lvdesele�n(- collier�ov.net Ms. Kay Deselem, AICP Principal Planner Department of Planning and Zoning 2800 North Horseshoe Drive Naples, Florida 34104 Re: Town of Ave Maria SRAIDRI D.O. Amendment Dear Ms. Deselem: We understand that RES Collier Holdings, LLC as landowner for. the approximately 200,000 square foot Arthrex manufacturing facility currently under construction in the Town of Ave Maria has filed applications to add an access point on Oil Well Road approximately 1,430 feet west of Arthrex Commerce Drive. Pulte Home Corporation owns the property north of Anthem Parkway and north of the ±50 acre Town Center in which the Arthrex manufacturing facility will be located_ As the adjacent property owner, Pulte Home Corporation has no objection to Arthrex's request for an additional access point along Oil Well Road. Sincerely, Richard McCormick Vice President, Land Pulte Home Corporation cc: Mr. Reinhold Schmieding (Via E- Mail: RIinhc,,ld .ScliiniedinsC'Arthi-ex.cozlI) John M. Passidomo, Esq. (Via E -Mail: imh. �csidomc�t�?'nahlcla��- ,corr�) 4335 -3442 #1316 Packet Page -3472- ww 11/13/2012 Item 17.C. DEVELOPMENT ORDER NO. 12- RESOLUTION NO. 12- A RESOLUTION AMENDING RESOLUTION NUMBER 05- 235 (DEVELOPMENT ORDER NO. 05 -01), AS AMENDED BY RESOLUTION NO 11 -132 (DEVELOPMENT ORDER 11 -03), FOR THE TOWN OF AVE MARIA DEVELOPMENT OF REGIONAL IMPACT ( "DRI ") LOCATED IN SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTIONS 4 THROUGH 9 AND 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST IN COLLIER COUNTY, FLORIDA BY PROVIDING FOR: SECTION ONE, AMENDMENTS TO DEVELOPMENT ORDER BY REVISING EXHIBIT "C" AND MAP "H" CONTAINED IN THE DRI DEVELOPMENT ORDER TO ADD AN ACCESS POINT ON OIL WELL ROAD; SECTION TWO, FINDINGS OF FACT; SECTION THREE, CONCLUSIONS OF LAW; AND SECTION FOUR, EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDERS, TRANSMITTAL TO DEPARTMENT OF ECONOMIC OPPORTUNITY AND EFFECTIVE DATE. (PETITION DOA- PL20120001160) WHEREAS, the Board of County Commissioners of Collier County, Florida approved Resolution No. 05 -235 (Development Order No. 05 -01) which approved a Development of Regional Impact (DRI) known as the Town of Ave Maria DRI on June 14, 2005; and WHEREAS, the real property which is the subject of the Development Order is legally described and set forth as Exhibit "A" to Resolution No. 05 -235 (Development Order No. 05 -01), as amended, to correct a scrivener's error by Resolution No. 05 -377 adopted on November 1, 2005; and WHEREAS, the Town of Ave Maria DRI was amended by Resolution Nos. 08 -153 (Development Order 08 -01) which revised the Development Order relative to the Affordable Housing Section and 11 -132 (Development Order 11 -03) which revised Development Order Exhibit Ave Maria/DOA- PL20120001160 Rev 8/1112 1 of 5 Words qWa6k4hfeu0 are deleted; words underlined are added. Packet Page -3473- 11/13/2012 Item 17.C. "C" and Map "H" by dividing Town Center 2 into Town Center 2a and Town Center 2b, relocating Town Center 2b to Oil Well Road, and relocating an access point on Oil Well Road; and WHEREAS, RES Collier Holdings LLC has petitioned the Board of County Commissioners to amend the Town of Ave Maria Development Order by revising Exhibit "C" and Map "H" contained in the DRI Development Order; and WHEREAS, the Collier County Planning Commission has reviewed and considered the proposed amendment and held a public hearing on ; and WHEREAS, the Board of County Commissioners of Collier County has reviewed and considered the proposed amendment and the report of the Collier County Planning Commission and held a public hearing on NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that: SECTION ONE: AMENDMENT TO DEVELOPMENT ORDER AND MASTER PLAN Map "H" and Exhibit "C" contained in the DRI Development Order, Resolution No. 05 -235 (Development Order 05 -01), as amended by Resolution No. 11 -132, (Development Order 11 -03), the Master Concept Plan, are hereby amended and attached to this Resolution as Exhibit "A ". SECTION TWO: FINDINGS OF FACT 1. The proposed changes to the previously approved DRI, individually or cumulatively with any previous change, do not constitute a substantial deviation under Subsections 380.06(19)(b) through (e), Florida Statutes, and do not exceed any other criterion for additional development of regional impact review. 2. The proposed changes to the previously approved DRI are in accordance with Subsection 380.06(19)(e)1., Florida Statutes. Ave Maria/DOA- PL20120001160 Rev 8/1/12 2 of 5 Words staek4kFeugh are deleted; words underlined are added. Packet Page -3474- 11/13/2012 Item 17.C. 3. The applicant submitted to the County the application and materials required for amendment of a development order in accordance with the local government procedures in accordance with Section 380.06, Florida Statutes. 4. A comprehensive review of the impact generated by the proposed changes to the previously approved development has been conducted by the County's departments, and has established that the changes in Map "H" and Exhibit "C" contained in the DRI Development Order result in no additional overall project impacts. 5. The development is not in an area designated an Area of Critical State Concern pursuant to the provisions of Section 380.06, Florida Statutes. 6. No increase in overall development intensity is authorized by this Development Order. SECTION THREE: CONCLUSIONS OF LAW 1. The proposed changes to the previously approved Development Order, either individually or cumulatively with previous changes, do not constitute substantial deviations under Section 380.06(19)(b) through (e), Florida Statutes, and a notice of proposed change was provided by petitioner pursuant to Subsection 380.06(19)(e)l., Florida Statutes. 2. The proposed changes to the previously approved development will not unreasonably interfere with the achievement of the objectives of the adopted State Land Development Plan applicable to the area. 3. The proposed changes to the previously approved development are consistent with the Collier County Growth Management Plan and the Collier County Land Development Code adopted pursuant thereto. 4. The proposed changes to the previously approved development are consistent with the State Comprehensive Plan. Ave Maria/DOA- PL20120001160 Rev 811/12 3 of 5 Words stmelc thfaeo are deleted; words underlined are added. Packet Page -3475- 11/13/2012 Item 17.C. 5. The proposed changes to the previously approved development do not constitute a substantial deviation, do not require further development of regional impact review, and are otherwise approved. 6. This resolution shall be considered an amendment to the development order incorporating the approved change to the previously approved development. SECTION FOUR: EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDERS, TRANSWTTAL TO DEO AND EFFECTIVE DATE 1. Except as amended hereby, Development Order No. 05 -01, as amended, shall remain in full force and effect, binding in accordance with its terms on all parties thereto. This amended Development Order shall take precedence over any of the applicable provisions of previous development orders which are in conflict herewith. 2. Copies of this Development Order (Resolution) shall be transmitted immediately upon execution to the Department of Economic Opportunity and the Southwest Florida Regional Planning Council. 3. This Resolution shall take effect as provided by law. BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this This Resolution adopted this majority vote. ATTEST: DWIGHT E. BROCK, CLERK , Deputy Clerk day of , 2012 after motion, second, and BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA IM FRED W. COYLE, Chairman Ave Maria/DOA- PL20120001160 Rev 8/1/12 4 of 5 Words std - weeo are deleted; words underlined are added. Packet Page -3476- Approved as to form and legal sufficiency: 11/13/2012 Item 17.C. V\`� +'� Heidi Ashton -Cicko Managing Assistant County Attorney Attachment: Exhibit A - SRA Master Plan M12 -CPS - 01171113 Ave Maria/DOA- PL20120001160 Rev 9/1/12 5 of 5 Words std tgh are deleted; words underlined are added. Packet Page -3477- 11/13/2012 Item 17.C. 11/13/2012 Item 17.C. 26D)) Wednesday, October 24,2D12 )) N A P L E S D A I LY NEWS NOTICE OF PUBLIC HEARING Notice is hereby given that the Board of County Commissioners of Collier County will hold a Public hearing on Tuesday, November 13, 2012 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3299 East Tamiami Trail, .Naples, Florida.. The meeting will begin at 9:00 A.M. The Board will consider a Resolution/Develo�ment Order. The title of the, proposed Resolution/Development Order is as follows: A RESOLUTION AMENDING RESOLUTION NUMBER 05-235 (DEVELOPMENT ORDER NO. 05 -01), AS AMENDED BY RESOLUTION NO. 11 -132 (DEVELOPMENT ORDER 11 -03), FOR THE TOWN OF AVE MARIA DEVELOPMENT OF REGIONAL IMPACT ( "DRI ") LOCATED IN SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH, RANGE 29 EAST AND SECTIONS 4 THROUGH 9 AND 16.THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST IN COLLIER COUNTY, FLORIDA BY, PROVIDING FOR: SECTION ONE, AMENDMENTS TO DEVELOPMENT ORDER BY REVISING EXHIBIT "C" AND MAP "H" CONTAINED IN THE DRI DEVELOPMENT ORDER TO ADD AN ACCESS POINT ON OIL WELL ROAD; SECTION TWO, FINDINGS OF FACT; SECTION THREE, CONCLUSIONS OF LAW; AND SECTION FOUR, EFFECT OF PREVIOUSLY. ISSUED DEVELOPMENT OR- D E R S TRANSMITTAL TO DEPARTMENT OF ECONOMIC OPPORTUNITY AND EFFECTIVE DATE. (PETITION DOA- PL20120001160) A copy of the proposed Resolution is on file with .the'Clerk to the Board's Office and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All Persons wishing to speak on any agenda item must register with the County Administrator Prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item: The selection of an individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be allotted 10 minutes to speak on an item. Persons wishing to, have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All material used in presentations before the Board will become a permanent part of the record. Any person who decides to appeal a decision of the ,Board will need a record of the proceedin s pertaining thereto and therefore, may need to ensure that a verbatim record ofg the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with 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 Department, located at 3335 Tamiami Trail Eest, Building W; Naples, Florida 34112, (239)252 -8380. Assisted listening devices for the hearing impaired are available in the County Commissioners' Office. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA FRED W. COYLE, CHAIRMAN DWIGHT E. BROCK, CLERK By: Martha Vergara, Deputy Clerk (SEAL) October 24. 2017 No 196S298 Packet Page -3479- y E 11/13/2012 Item 17.C. 24D Friday, October 26, 2012 )) N A P L E S D A 1 LY NEWS 41. NOTICE OF PUBLIC HEARING Notice is hereby given that'the Board of County Commissioners of Collier County will hold a public hear- ing on Tuesday. November 73.2012 in the Boardroom, 3rd Floor, Administration Building, Collier County Government Center, 3299 EastTamiami Trail, Naples, Florida The meeting will begin at 9:00 A.M. The Board will consider a Resolution/Development Order. The title of the proposed Resolution /Development Order is as follows: A RESOLUTION AMENDING DEVELOPMENT ORDER NUMBER 05-235 (DEVELOPMENT OR- DER NO. 05 -01), AS AMENDED BY RESOLUTION NO. 11 -132 (DEVELOPMENT ORDER 11 -03), FOR THE TOWN OF AVE MARIA DEVELOPMENT OF REGIONAL -IMPACT ("DRI ") LOCATED IN SECTIONS 31 THROUGH 33, TOWNSHIP 47 SOUTH,.RANGE 29 EAST AND SECTIONS 4 THROUGH 9 AND 16 THROUGH 18, TOWNSHIP 48 SOUTH, RANGE 29 EAST IN COLLIER COUNTY, FLORIDA BY PROVIDING FOR: SECTION ONE, AMENDMENTS TO DEVELOPMENT ORDER BY REVISING EXHIBIT "C" AND MAP "H11. CONTAINED IN THE DRI DEVELOPMENT ORDER TO ADD AN ACCESS POINT ON OIL WELL ROAD; SECTION TWO, FINDINGS OF FACT; SECTION THREE, CONCLUSIONS OF LAW; AND SECTION FOUR, EFFECT OF PREVIOUSLY ISSUED DEVELOPMENT ORDERS, TRANSMITTAL TO DEPARTMENT OF ECONOMIC OPPOR- TUNITY AND EFFECTIVE DATE. (PETITION DOA- PL20120001160) NOTE; All Persons wishing to speak on any agenda Item must register with the County Administrator prior to presentation of the agenda Item to be addressed. Individual speakers will be limited to 3 minutes on any item. The selection of an individual to speak on behalf of an organization or group is encouraged. If recognized by the Chair, a spokesperson for a group or organization may be allotted 10 minutes to speak on an Rem. Persons wishing to have written or graphic materials included in the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials Intended to be considered by the Board shall be submitted to the appropriate County staff a minimum of seven days prior to the public hearing. All material used in presentations before the Board will become a' permanent part of the record. Any person who decides to appeal a decision of the Board will need a record of the proceedings pertaining thereto and therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. If you are a person with disability who needs any accommodation in order to participate In this proceed- ing, you are entitled, at no cost to you, to the provision of certain assistance. Please contact the Collier County Facilities Management Department, located at 3335 Tamiamf Trail East, Building W, Naples, Florida 34112, (239)252 -8380. Assisted listening devices for the hearing impaired are available In the County Commissioners' Office. BOARD OF COUNTY COMMISSIONERS - COWER COUNTY, FLORIDA FRED W. COYLE, CHAIRMAN DWIGHT E. BROCK, CLERK By: Martha Vergara, Deputy Clerk (SEA).) No. 240194976 October 26.2012 Packet Page -3480-