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EAC Agenda 04/07/2004
ENVIRONMENTAL ADVISORY COUNCIL AGENDA April 7, 2004 9:00 A.M. Commission Boardroom W. Harmon Turner Building (Building "F") —Third Floor I. Roll Call II. Approval of Agenda III. Approval of March 3, 2004 Meeting Minutes IV. Land Use Petitions A. Planned Unit Development No. PUDZ-2003-AR-4674 "Collier Regional Medical Center PUD" Section 23, Township 50 South, Range 26 East V. Old Business VI. New Business A. Update on business recycling requirements r1 B. Artificial Reef Presentation — Doug Suitor C. GMP glitch cycle presentation (material to be delivered separately) D. Matt Fisher of EarthMark-own Mitigation Banks— request for presentation VII. Council Member Comments VIII. Public Comments IX. Adjournment Council Members: Please notify the Environmental Services Department Administrative Assistant no later than 5:00 p.m. on April 2, 2004 if you cannot attend this meeting or if you have a conflict and will abstain from voting on a petition (403-2424). General Public: Any person who decides to appeal a decision of this Board will need a record of the proceedings pertaining thereto; and therefore may need to ensure that a verbatim record of proceedings is made, which record includes the testimony and evidence upon which the appeal is to be based. March 3, 2004 TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY ENVIRONMENTAL ADVISORY COUNCIL Naples, Florida, March 3, 2004 LET IT BE REMEMBERED, that the Collier County Environmental Advisory Council in and for the County of Collier, having conducted business herein, met on this date at 9:00 AM in REGULAR SESSION in Building "F of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Thomas Sansbury Alexandra Ellis "Allie" Ed Carlson Alfred Gat William Hughes Ken Humiston Erica Lynne (Excused) Michael Sorrell Joseph Gammons ALSO PRESENT: Steven Lenberger, Environmental Specialist Marjorie Student, Assistant County Attorney Barbara Burgeson, Environmental Specialist 1 March 3, 2004 I. Meeting was called to order byVice Chairman Alexandra Ellis at 9:05 AM. Roll Call was taken - a quorum was established. (Mr. Sansbury arrived at 9:07 AM) II. Approval of Agenda: A presentation of the Collier County Exotic Program Update was added under "New Business" after the Land Use Petition. III. Approval of February 4, 2004 Meeting Minutes: Add Joe Gammons name to the last meeting. Being no other changes it was moved by Mr. Carlson to approve the minutes of February 4,2004 as amended. Second by Mr. Gammons. Carried unanimously 9-0. IV. Land Use Petitions: A. Site Development Plan Amendment No. SDPA-2003-AR-5014 "South County Water Reclamation Facility" Section 20, Township 50 South,Range 26 East. PETITIONER—Mike Clough—Hole Montes, representing South County Water Reclamation Facility (Did not get beginning of conversation as microphone was not turned on) Mr. Clough gave the location on the map submitted with the subject property being north of US 41 East, south of St. Andrews Way, and East of Warren Street. The subject property is the site of an existing wastewater treatment facility. The SDP Amendment proposes relocation of the entrance road approved by the original SDP, additional stormwater retention and wetland mitigation. Several alternatives were looked at. He showed on the map location of three alternatives. The one they are proposing is the least costly and least amount of mitigation and impact to the wetlands. They have made a conservation easement on the site. It excludes the areas proposing for the equalization tank and the easement road. With the approval of the Committee they will move forward with the two facilities. Discussion followed on excess reclaimed water that cannot be used for beneficial purposes and for deep aquifer discharging water on the wetlands and the eco system. They will take out the asphalt of the abandoned roadway and sod it. Native vegetation and/or native upland species are also an option. They are planting many plants from the exotics that have been removed. They have an extensive program of replanting. Mr. Clough addressed the safety concerns with trucks turning out onto Wallflower Way, and the retention areas. 2 March 3, 2004 Mr. Carlson moved to recommend the former roadway right-of-way be re-vegetated with native upland vegetation. Second by Ms.Ellis. • It was noted there wouldn't be any major costs to plant some upland tree species. • Ms. Abbott—Public Utilities Engineering stated Parks &Rec has some species and plants that can be used at no cost. • Storm water is used—not reused water. • State Standards have to be met to be used on the golf courses. • Existing well is on site and a second one will be put in. • Using reclaimed water at the ponds and parks. Disclosures—none. Those testifying were sworn in by Marjorie Student. The motion was carried unanimously 8-0. V. Old Business: None VI. New Business: Melissa Hennig—Environmental Services Dept. Melissa gave a brief slide presentation on Exotics. Some of her remarks are as follows: • Starting an Invasive Exotics Control Week—March 14-20. • Plan to hold every year • Increase public awareness • Will hold two library presentations • Will highlight Exotics on the County highlight show on different projects being done throughout the County. • Showed before and after pictures of exotic clearing • Can be allergens and wind blow over hazards • Can go to the Website or call for more information. Mr. Sorrell asked about the number of species on the exotic list. Ms. Hennig responded there are 12 on the prohibited (must remove) list and 22 species total. She listed the species and will get an updated list for the Committee. Discussion was held concerning developments needing to control the exotics, property adjoining a property that has already cleared their exotics and contacting Code Enforcement concerning such problems. Mr. Hughes asked how effective the County has been with Brazilian Pepper and Melissa stated it has been real effective—especially Parks &Rec keeping it manageable. A maintenance plan is very important. n They are releasing weevils and also an insect from Brazil to help control the exotics but being careful not to introduce another exotic. 3 March 3, 2004 Many of the Committee members gave examples and asked questions of situations they have encountered with permits and fees. Barbara Burgeson—Sr. Environmental Specialist—noted they have no fees for the prohibited exotic list up until the latest LDC Amendment. Since the Environmental Services Dept. has to be self- sufficient for staff time and permits, they have changed the LDC and are now requiring permits for mechanical removal of roots etc., and fees have gone up. There is a $250.00 minimum fee for permits for vegetation removal. Mr. Lenberger will get an updated list of the exotics for the Committee members when it has been approved by the State. VII. Council Member Comments: • Appointments for Committee members - applications have been submitted two weeks ago and going through Developmental Services for review at this time. • There are two vacancies in which three applications have been submitted • Ms. Ellis asked about the Recycling program and asked it be on the Agenda in the future • Mr. Sansbury asked about a presentation on the Artificial Reef Program VIII. Public Comments: None Marjorie Student asked that under"Old Business" let the record show at the last meeting they had three individuals conflicting out on the re-review of the Coastal Construction Set-back LDC Amendment—Mr. Gal, Mr. Sansbury and Mr. Humiston because of a conflict. ***** There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 9:45 AM. ENVIRONMENTAL ADVISORY COUNCIL Chairman Thomas Sansbury 4 Item V.A. ENVIRONMENTAL ADVISORY COUNCIL STAFF REPORT MEETING OF APRIL 7, 2004 I. NAME OF PETITIONER/PROJECT: Petition No.: Planned Unit Development No. PUDZ-2003-AR-4674 Petition Name: Collier Regional Medical Center PUD Applicant/Developer: Collier HMA, Inc., a Subsidiary of Health Management Associates, Inc. Engineering Consultant: WilsonMiller, Inc. Environmental Consultant: Passarella and Associates, Inc. II. LOCATION: The subject property is an undeveloped 60 acre parcel located on the east side of Collier Boulevard (County Road 951), approximately %2 mile north of Sabal Palm Road, in Section 23, Township 50 South, Range 26 East, Collier County, Florida. III. DESCRIPTION OF SURROUNDING PROPERTIES: Surrounding properties are mostly undeveloped, with an RV Park immediately to the south and several single-family residences to the south and southeast of the project site. ZONING DESCRIPTION N - Agricultural Undeveloped S - Agricultural Partially Developed TTRVC Developed (RV Resort) E - Agricultural Undeveloped W - R.O.W. Collier Blvd. EAC Meeting Page 2 of 9 IV. PROJECT DESCRIPTION: The petitioner is requesting a rezone from Rural Agriculture to PUD to be known as the Collier Regional Medical Center. The project proposes 260,000 square feet of hospital and related uses and 80,000 square feet of medical office uses. V. GROWTH MANAGEMENT PLAN CONSISTENCY: Future Land Use Element: The subject property is located in two land use designations, approximately 50 acres of the site is within the Urban(Urban-Mixed Use District, Urban Residential Fringe Sub-district) designation, and approximately 10-acres of the site is within the Urban(Urban Commercial District, Mixed Use Activity Center Sub-district) designation, as identified on the Future Land Use Map of the Growth Management Plan. Relevant to this petition,both districts/designations allow essential services which include hospitals; and the Urban Mixed Use District allows support medical facilities such as physicians' offices, medical offices, treatment, research and rehabilitative centers, and pharmacies, provided the dominant use is medical related and located within 1/4 mile of existing or approved hospital or medical center. Approval of such support medical facilities may be granted concurrent with the approval of new hospitals or medical centers which offer primary and urgent care treatment for all types of injuries and traumas. Stipulations to ensure that the construction of the support medical facilities is concurrent with hospitals or medical centers shall be determined at the time of zoning approval. Based upon the above analysis, staff concludes the proposed hospital and related support medical facilities can be deemed consistent with the Future Land Use Element. Conservation & Coastal Management Element: Objective 2.2. of the Conservation and Coastal Management Element of the Growth Management Plan states "All canals, rivers, and flow ways discharging into estuaries shall meet all applicable federal, state, or local water quality standards". To accomplish that, policy 2.2.2 states "In order to limit the specific and cumulative impacts of stormwater runoff, stormwater systems should be designed in such a way that discharged water does not degrade receiving waters and an attempt is made to enhance the timing, quantity, and quality of fresh water (discharge) to the estuarine system". EAC Meeting Page 3 of 9 This project is consistent with the objectives of policy 2.2.2 in that it attempts to mimic or enhance the quality and quantity of water leaving the site by utilizing lakes and interconnected wetlands to provide water quality retention and peak flow attenuation during storm events. The project as proposed is consistent with the Policies in Objective 6.1 and 6.2 of the Conservation & Coastal Management Element, for the following reasons: Greater than fifteen percent(15 %) of the existing native vegetation will be retained on-site and set aside as preserve areas with conservation easements prohibiting further development. Selection of preservation areas, are consistent with the criteria listed in Policy 6.1.1. The Preserve area is located adjacent to undeveloped lands to the east, allowing for possible future connection to the Belle Meade Natural Resource Protection Area(NRPA), about a half mile to the east of the subject property. Habitat management and exotic vegetation removal/maintenance plans will be required at the time of Site Development Plan/Construction Plan submittal. Preserve areas shall be required to be maintained free of Category I invasive exotic plants, as defined by the Florida Exotic Pest Plant Council. Littoral shelf planting areas within wet detention ponds shall be required at the time of Site Development Plan/Construction Plan submittal, and will be required to meet the minimum planting area requirement in Policy 6.1.7. The requirement for an Environmental Impact Statement (EIS)pursuant to Policy 6.1.8 has been satisfied. Jurisdictional wetlands have been identified as required in Policies 6.2.1 and 6.2.2. Agency permits will be required at the time of Site Development Plan/Construction Plan submittal. As stated in Policies 6.2.3 and 6.2.4, where permits issued by jurisdictional agencies allow for impacts to wetlands within the Urban Designated Area and require mitigation for such impacts, this shall be deemed to meet the objective of protection and conservation of wetlands and the natural functions of wetlands within this area. In accordance with Policy 6.2.6,required preservation areas are identified on the PUD master plan. Allowable uses within the preserve areas are included in the PUD document, with changes to these uses stipulated in the staff report. Uses within preserve areas shall not include any activity detrimental to drainage, flood control, water conservation, erosion control, or fish and wildlife conservation and preservation. EAC Meeting Page 4 of 9 A wildlife survey for listed species in accordance with Policy 7.1.2 is included in the Environmental Impact Statement (EIS). Wildlife habitat management plans for listed species will be required at the time of Site Development Plan/Construction Plan submittal. Due to the occurrence of state listed wildlife species on-site and the proximity of the project site to Priority One Panther Habitat (Belle Meade Natural Resource Protection Area), a copy of the EIS will be forwarded to the Florida Fish and Wildlife Conservation Commission(FFWCC) and U.S. Fish and Wildlife Service (USFWS) for their review. VI. MAJOR ISSUES: Stormwater Management: This entire site sits within the Henderson Creek Watershed and is allowed a maximum discharge rate of 0.15 cfs. Discharge will be into the Henderson Creek Canal, which is contiguous to the westernmost boundary of the project. The proposed internal surface water management system calls for a combination of interconnected lakes and dry retention/detention areas and a wetland preserve to provide water quality retention and peak flow attenuation. We estimate that there is a 5 ft. fluctuation from wet season water table (WSWT) to dry season water table (DSWT) in this area, which may have some effect on the lake littoral plantings. Because of the size of the project and the presence of wetlands, this project must apply for a Surface Water Management Permit from the South Florida Water Management District. The site has been evaluated for basin storage impacts and has been determined to be an exporter property for the 100-year, 72-hour design storm event. As such, the post-development discharge volume shall not exceed the pre-development discharge volume up to the 100-year, 72-hour design storm event. Environmental: Site Description: The subject property is an undeveloped 60 acre parcel located on the east side of Collier Boulevard (County Road 951), approximately %2 mile north of Sabal Palm Road. Native habitats on-site include pine flatwoods, pine/cypress, pine/cypress/cabbage palm, cypress and wax-myrtle/willow. Also on-site is an electrical transmission line running north south, near the center of the property. EAC Meeting Page 5 of 9 According to the Collier County Soils Map, four soil types occur on the subject property: Pineda Fine Sand, Limestone Substratum (Unit 14); Boca Fine Sand (Unit 21); Boca, Riviera, Limestone Substratum, and Copeland Fine Sands, Depressional (Unit 25); and Hallandale and Boca Fine Sands (Unit 49). All soil types on-site except for Boca Fine Sand (Unit 21), are listed as hydric by the Natural Resources Conservation Service. Nails marking biological indicators of wetland seasonal high water levels were set in the field on June 26, 2003. Two sets of nails were set marking the bottom of lichen lines on cypress trees and top of adventitious rooting on Melaleuca. One set of nails was located west of the FPL easement and one set east of the easement. The elevations of the nails were subsequently surveyed. The average elevation of the nails west of the FPL easement was 9.4 feet NGVD and the average for the nails east of the easement was 9.6 feet NGVD. Wetlands: Approximately 42.03 acres of South Florida Water Management District (SFWMD)/Collier County jurisdictional wetlands have been identified on the property. Wetland lines were field verified and approved by SFWMD staff on May 23, 2003. Habitats types within the wetlands consist of wax-myrtle/willow, cypress and cypress/pine/cabbage palm. Approximately 28.57 acres of wetlands will be directly impacted by the proposed project. Seventy percent of the impacts are to wetlands with greater than 50 percent exotic vegetation. To compensate for proposed impacts to wetlands, the applicant is proposing to preserve and enhance approximately 13.46 acres of wetlands and 2.04 acres of uplands within a single preserve on-site. The preserve area will be enhanced through removal of exotic and nuisance vegetation. Off-site mitigation is not proposed at this time. Mitigation for impacts to jurisdictional wetlands will be determined during permitting through the SFWMD and U.S. Army Corps of Engineers (USACOE). Preservation Requirements: The subject property contains approximately 44 acres of native vegetation, 15 percent (6.6 acres) of which are required to be preserved in order to fulfill the native vegetation preservation requirement of the County. This on-site native vegetation preservation requirement is satisfied by the 15.5 acres identified for preservation on the PUD master plan. EAC Meeting Page 6 of 9 Listed Species: A listed plant and wildlife species survey was conducted on November 13 and 14, 2002 and June 12, 2003 to determine whether the site was being utilized by state or federal listed species. In addition, any listed plant or wildlife species observed during vegetation mapping and wetland flagging conducted on September 30, 2002 and June 11 and 26, 2003 were also noted. The "Florida Atlas of Breeding Sites for Herons and Their Allies was referenced for locations of breeding colonies of both listed and non-listed species of wading birds. No rookeries were listed as occurring on-site. The nearest recorded sites are located eight miles away to the south of the subject property. A review was conducted of Florida Fish and Wildlife Conservation Commission (FFWCC) data base for bald eagle nest locations, red-cockaded woodpecker cavity tree locations, and Florida black bear and Florida panther telemetry points within the vicinity of the project site. The nearest recorded eagle nest is CO-14 located about three miles northeast of the project site. No red-cockaded woodpecker cavity trees, black bear telemetry points, or panther telemetry points were documented on the project site. The nearest documented red-cockaded woodpecker cavity trees are approximately 1/2 mile west of the project site. The nearest documented black bear and panther telemetry points are approximately 1/2 mile southeast of the project site. The subject property does not occur within Priority 1 or 2 Panther Habitat. The nearest Priority Panther Habitat is 1/2 to 3/4 of a mile to the east of the subject parcel, in the Belle Meade Natural Resource Protection Area(NRPA). A little blue heron was observed during the November 13, 2002 listed species survey. The little blue heron is listed as a Species of Special Concern by the FFWCC. The listed species surveys also identified seven squirrel nests on the site, but only a gray squirrel was observed during the survey. No other listed wildlife species were observed during the listed species surveys or during vegetation mapping or wetland flagging. VII. RECOMMENDATIONS: Staff recommends approval of Planned Unit Development No. PUDZ-2003-AR- 4674 "Collier Regional Medical Center PUD"with the following stipulations: EAC Meeting Page 7 of 9 Stormwater Management: 1. That the Collier Regional Medical Center must obtain a Surface Water Management Permit or an Environmental Resource Permit from the South Florida Water Management District prior to any Development Order approval. 2. Add the following stipulation to Section 2.5 of the PUD document. The site has been evaluated for basin storage impacts and has been determined to be an exporter property for the 100-year, 72-hour design storm event. As such, the post-development discharge volume shall not exceed the pre-development discharge volume up to the 100-year, 72-hour design storm event. Environmental: 1. Change the title of Section V of the PUD document from "Conservation/Water Management District" to "Preserve District". Amend the same title in Sections 2.11, 2.14 & 5.2 of the PUD document and on the PUD master plan. 2. Amend Section 5.3 (A) (2) of the PUD document to read as follows: "Passive recreational, pervious nature trails, boardwalks and recreational shelters." 3. Amend Section 5.3 (A) (3) of the PUD document to read as follows: "Water management structures." 4. Change the word "Plan" "Plant"Plantn "Exotic Exotic Pest Plant Council" in section 6.4 (D) of the PUD document. EAC Meeting Page 8 of 9 PREPARED BY: STAN CHRZANOWSKI, P.E. DATE ENGINEERING REVIEW MANAGER ENGINEERING SERVICES DEPARTMENT C_' 3-1/-0 ROBERT C. WILE .E. DATE PRINCIPAL PROJECT MANAGER TRANSPORTATION OPERATIONS, DEVELOPMENT REVIEWS, RIGHT-OF-WAY PERMITTING, AND INSPECTIONS DEPARTMENT STEPHEN LENBERGER DATE ENVIRONMENTAL SPECIALIST ENVIRONMENTAL SERVICES DEPARTMENT YM•� V. BELLOWS D A TE CHIEF "ANNER DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW EAC Meeting Page 9 of 9 REVIEWED BY: -4V r' � g_„roy BARBARA S. BURGESOr DATE PRINCIPAL ENVIRONMENTAL SPECIALIST ENVIRONMENTAL SERVICES DEPARTMENT I . ( "'IL- #.41-x.) 03-17,--01 fit LIAM N , Jr., P.E., DIRECTOR, DATE ENVIRONMENTAL SERVICES DEPARTMENT fiStii) *3//k/ SUSAN MURRAY, AICP, DIRECTOR, DA'I E DEPARTMENT OF ZONING AND LAND DEVELOPMENT REVIEW APPROVED BY: t- 4Al I I.EPH K. HMITT, A PiINISTRATOR, A iE MMUNITY DEVELOPMENT & ENVIRONMENTAL SERVICES DIVISION • • As: A . 1E] it.. 4 li , I .4 I . . . . . , . ,,,-- RAYLESMIAKE HAMMOCKir A 4 .11 , .. X --.—LEL.Y.CUI,TURAI,PK 4 JOHNS RD '- 1 ,---. t t 0 II .... s - , & .-- . T . ,„ 0 6' NoRkst, E @ 6 6 L' `6) Elevation ir 3 , Feet 1111-6.7-4.2 M 4.3-4.7 1111 4.8-5.4 SABAL PALM RD " - ` .:„.:: ` ' `.. 5.5-6 III 6.1-6.7 t. 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EXHIBIT A COLLIER REGIONAL MEDICAL CENTER A PLANNED UNIT DEVELOPMENT PREPARED FOR: Collier HMA, Inc. 5811 Pelican Bay Boulevard, Suite 500 Naples, FL 34108 PREPARED BY: WilsonMiller, Inc. 3200 Bailey Lane, Suite 200 Naples, Florida 34105 and Roetzell and Andress 850 Park Shore Drive Trianon Centre, Third Floor Naples, FL 34103 DATE FILED: 8/28/03 DATE REVIEWED BY CCPC: DATE APPROVED BY BCC: ORDINANCE NUMBER: 2f2912004-128194 Ver OP•MPERRV 0325001-004 PPUD•27410 111 STATEMENT OF COMPLIANCE The purpose of this Section is to express the intent of Collier HMA, Inc., a subsidiary of Health Management Associates, Inc., hereinafter referred to as the developer, to create a Planned Unit Development (PUD) on 60± acres of land located in Section 23, Township 50 South, Range 26 East, Collier County, Florida. The name of this Planned Unit Development shall be Collier Regional Medical Center. The development of Collier Regional Medical Center will be consistent with the planning goals and objectives of Collier County as set forth in the Collier County Growth Management Plan (GMP). The development will be consistent with the adopted Land Development Code (LDC) and other applicable regulations, unless otherwise provided, for the following reasons: 1. Collier Regional Medical Center is located within two land use designations of the GMP. Approximately 50 acres of the project are designated urban residential fringe subdistrict, and approximately 10 acres are designated mixed use activity center subdistrict. 2. Within the urban area (which includes both the urban residential fringe and mixed use activity center sub-districts), essential services are permissible. As defined in Section 2.6.9.2 of the Collier County Land Development Code (LDC), a hospital is an essential service permitted as a conditional use. Therefore, location of a hospital on this property is in compliance with the GMP. 3. Urban designated areas also can accommodate support medical facilities such as physicians' offices, medical offices, treatment, research and rehabilitative centers, and pharmacies provided the dominant use is medical related and located within 1/4 mile of an existing or approved hospital or medical center. Approval of such support medical facilities may be granted concurrent with the approval of new hospitals. Therefore, the support medical offices within the Collier Regional Medical Center PUD are in compliance with the GMP. 4. Per policy 6.1.1 of the CCME, within the project, a minimum of 15% of the native vegetation present shall be preserved. 5. Areas that fulfill the required native vegetation standards shall be set aside as preserve areas, shall be identified as separate preserve tracts, and protected by a permanent conservation easement to prohibit further development. These on-site preserve areas shall be part of and counted toward the open space requirements. SHORT TITLE This ordinance shall be known and cited as the "COLLIER REGIONAL MEDICAL CENTER PLANNED UNIT DEVELOPMENT ORDINANCE". � II II 2129/2004.126194 Ver 011-DERRY 03925.001.000-PPIJD-27410 1-1 SECTION I LEGAL DESCRIPTION, PROPERTY OWNERSHIP, AND GENERAL DESCRIPTION 1.1 PURPOSE The purpose of this Section is to set forth the legal description and ownership of the Collier Regional Medical Center PUD, and to describe the location and existing zoning of the property proposed to be developed. The Collier Regional Medical Center PUD is located within Collier County. 1.2 LEGAL DESCRIPTION A TRACT OR PARCEL OF LAND SITUATED IN THE STATE OF FLORIDA, COUNTY OF COLLIER, LYING IN THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 50 SOUTH, RANGE 26 EAST, BEING FURTHER BOUND AND DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 23; THENCE N.89°04'19"E. FOR 1328.58 FEET TO THE EAST LINE OF A PARCEL OF LAND DESCRIBED IN OFFICIAL RECORDS BOOK 2192, PAGE 2057 OF THE PUBLIC RECORDS OF SAID COLLIER COUNTY, THE EAST LINE OF THE WEST HALF OF SAID NORTHWEST QUARTER AND THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE N.01°03'36"E. ALONG SAID EAST LINE OF SAID PARCEL AND SAID FRACTION FOR 562.27 FEET; THENCE N.88°56'23"W. ALONG THE NORTH LINE OF SAID PARCEL FOR 170.00 FEET TO AN INTERSECTION WITH THE WEST LINE OF A FLORIDA POWER AND LIGHT COMPANY EASEMENT AS DESCRIBED IN OFFICIAL RECORDS BOOK 808, PAGE 1324 OF SAID PUBLIC RECORDS; THENCE S.01°03'36"W. ALONG THE WEST LINE OF SAID PARCEL AND SAID EASEMENT FOR 85.74 FEET; THENCE S.86°52'06"W. ALONG THE NORTH LINE OF SAID PARCEL FOR 1061.83 FEET TO AN INTERSECTION WITH THE EAST RIGHT-OF- WAY LINE OF A COLLIER COUNTY CANAL; THENCE N.00°54'15"E. ALONG SAID EAST RIGHT-OF-WAY LINE FOR 1190.00 FEET TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 1630.70 FEET NORTH OF (AS MEASURED ON A PERPENDICULAR) THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE N.89°04'19"E. ALONG SAID PARALLEL LINE FOR 1232.97 FEET TO AN INTERSECTION WITH SAID EAST LINE OF SAID WEST HALF OF THE NORTHWEST QUARTER; THENCE N.01°03'36"E. ALONG SAID FRACTIONAL LINE FOR 68.31 FEET TO AN INTERSECTION WITH A LINE PARALLEL WITH AND 1698.98 FEET NORTH OF (AS MEASURED ON A PERPENDICULAR) THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE N.89°04'19"E. ALONG SAID PARALLEL LINE FOR 701.42 FEET TO AN INTERSECTION WITH A LINE PARALLEL AND 701.00 EAST OF (AS MEASURED ON A PERPENDICLUR)THE EAST LINE OF SAID WEST HALF OF THE NORTHWEST QUARTER; THENCE S.01°03'36"W. ALONG SAID PARALLEL LINE FOR 1700.00 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF SAID NORTHWEST QUARTER; THENCE S.89°04'19"W. ALONG SAID SOUTH LINE FOR 701.42 FEET TO THE POINT OF BEGINNING. PARCEL CONTAINS 60.00 ACRES, MORE OR LESS. 2129/2004.126194 Ver 011•MPERRY cow 07925001.000-PPUD-27410 1-2 PARCEL SUBJECT TO EASEMENTS, RIGHTS-OF-WAY, RESTRICTIONS AND RESERVATIONS OF RECORD. ASSUMED NORTH BASED ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 50 SOUTH, RANGE 26 EAST AS BEARING N.89°04'19"W. 1.3 PROPERTY OWNERSHIP The project owner and developer is Collier HMA, Inc., a Florida Corporation, whose address is 5811 Pelican Bay Boulevard, Suite 500, Naples, FL 34108. 1.4 GENERAL LOCATION AND EXISTING ZONING OF PROPERTY A. The total site area is 60± acres and is located on the east side of Collier Boulevard (C.R. 951), approximately 3 miles north of Tamiami Trail (U.S. 41) and approximately four miles south of 1-75. This parcel is located within Section 23, Township 50 South, Range 26 East, Collier County, Florida, B. The zoning classification of the subject property prior to the date of this approved PUD Document was "A-Rural Agricultural." 2129122004-126194 Ver 01,MPERRY C44.3 03925-001-000-PPUD-27410 2-1 SECTION II PROJECT DEVELOPMENT 2.1 PURPOSE The purpose of this Section is to generally describe the plan of development for Collier Regional Medical Center, and to identify relationships to applicable County ordinances, policies, and procedures. 2.2 GENERAL DESCRIPTION OF PROJECT PLAN AND PROPOSED LAND USES Collier Regional Medical Center has an area of 60± acres and shall consist of a maximum of 260,000 square feet of hospital and related uses, 80,000 square feet of medical office and related uses, and conservation and open space areas. The Collier Regional Medical Center PUD Master Plan is illustrated graphically on Exhibit "A" (WM, Inc. File No. D-3925-04). A Land Use Summary indicating approximate land use acreages is shown on the PUD Master Plan. The location, size, and configuration of individual tracts shall be determined at the time of site development plan approval, in accordance with Division 3.3 of the Collier County Land Development Code (LDC). 2.3 COMPLIANCE WITH COUNTY ORDINANCES A. Regulations for development of the Collier Regional Medical Center PUD shall be in accordance with the contents of this PUD Ordinance, and to the extent they are not inconsistent with this PUD Ordinance, applicable sections of the LDC and GMP which are in effect at the time of issuance of any development order to which said regulations relate which authorizes the construction of improvements, such as but not limited to final subdivision plat, final site development plan, excavation permit and preliminary work authorization. Where this PUD Ordinance does not provide developmental standards, then the provisions of the specific section of the LDC that is otherwise applicable shall apply. B. Unless otherwise defined herein, or as necessarily implied by context, the definitions of all terms shall be the same as the definitions set forth in the LDC in effect at the time of development order application. C. Unless modified, waived or excepted by this PUD Document or by subsequent request, the provisions of other applicable sections of the LDC remain in effect with respect to the development of the land which comprises this PUD. D. All conditions imposed herein are part of the regulations which govern the manner in which the land may be developed. E. The Subdivisions Division of the LDC (Article 3, Division 3.2) shall apply to the Collier Regional Medical Center PUD, except where an exemption is set forth herein or otherwise granted pursuant to LDC Section 3.2.4. F. The Site Development Plans Division of the LDC (Article 3, Division 3.3) shall apply to the Collier Regional Medical Center PUD, except where an exemption is set forth herein or otherwise granted pursuant to LDC Section 3.3.4. 2/292004.126194 Ver OA-MPERRY C..43 03925-001-000-PPUD-27410 • 2.4 ROADWAYS ' Standards for roads shall be in compliance with the applicable provisions of the LDC regulating subdivisions, unless otherwise modified, waived or excepted by this PUD or approved during the preliminary subdivision plat approval process, if said process is required. The developer reserves the right to request substitutions to Code design standards in accordance with Section 3.2.7.2 of the LDC. The developer also retains the right to establish gates, guardhouses, other access controls, signs and monuments as may be deemed appropriate by the developer on all project roadways. Roadways within the Collier Regional Medical Center PUD shall be designed and constructed in accordance with Section 3.2.8 of the LDC with the following substitutions: A. LDC Section 3.2.8.3.17: A pedestrian pathway network shall be established throughout the project and will serve to link the hospital area, the medical office area, and lake/open space areas. This pedestrian pathway will be six feet wide on one side of the internal driveway, and any required breaks in the pathway for vehicular access shall be identified through the use of pavers, signage, or other traffic calming techniques deemed appropriate to reduce the speed of vehicles and provide safe pedestrian movements throughout the site. The pathway will feature canopy trees or palms with ground level landscape plantings. Bike lanes will not be provided within the project. B. LDC Sections 3.2.8.3.19: Street name signs shall be approved by the Development Services Director, but need not meet the U.S.D.O.T.F.H.W.A. Manual on Uniform Traffic Control Devices. Street pavement painting, street striping, and reflective edging requirements shall be waived. C. LDC Section 3.2.8.4.16.5: All internal streets shall considered local streets and their standard right-of-way width shall be 50 feet. D. LDC Section 3.2.8.4.16.9: The requirement that curved streets have a minimum tangent of 75 feet at intersections shall be waived. E. LDC Section 3.2.8.4.16.10: The requirement for tangents between reverse curves shall be waived. F. LDC Section 3.2.8.4.16.12.d: The requirement for asphaltic courses shall be waived to allow the use of a surface course of paver brick or decorative concrete pavement. G. LDC Section 3.2.8.4.16.12.e: The requirements that grass be required for all non-paved areas of the right-of-way shall be waived to allow the installation of decorative planters and alternative ground cover. 2/2912004-129194 Ver.01!-1YWERRY naexm..wi ea xi in • 2-3 --� 2.5 LAKE SETBACK AND EXCAVATION A. As depicted on the Collier Regional Medical Center PUD Master Plan, lakes and water management areas have been preliminarily sited, with the ultimate location and configuration to be determined during the site development review stages of project development. B. Lake banks and edge of water may be sculpted for aesthetic purposes and to complement the overall project theme and may use combinations of vertical bulkheads (rock, concrete, wood), vegetation, beach and earthen berms, consistent with the intent of Section 2.8.3.7.4 of the LDC. Sidewalks may be constructed along the lake edges. C. Wet detention ponds shall have a littoral shelf with an area equal to 7% of the - ponds surface area measured at the control elevation and be planted with native aquatic vegetation. D. Final lake area determinations shall be in accordance with the South Florida Water Management District stormwater criteria and Section 3.5.7 of the LDC. E. Lake Setbacks Lake excavations shall be located so that the control elevation shall adhere to the following minimum setback requirements, unless bulkheading is provided, per LDC and Florida Department of Transportation (FDOT) standards: 1. Lakes and stormwater management features may be located adjacent to internal roads. The roads will be designed to (AASHTO) road standards and shall incorporate such factors as road alignment, travel speed, bank slope, road cross-sections, and need for barriers. F. Blasting can be utilized in the excavation process provided such excavations meet the setback requirements and other provision of this PUD Document for lakes. Unless otherwise addressed herein, blasting shall be governed by the applicable provisions of the LDC. 2.6 CONSTRUCTION OFFICES Construction offices, and other similar uses and structures shall be permitted principal uses throughout the Collier Regional Medical Center PUD. These uses may be either wet or dry facilities, and may use septic tanks or holding tanks for waste disposal subject to permitting under F.A.C. 10D-6, and may use potable water, existing lakes or irrigation wells for irrigation. These uses shall be subject to the requirements of Section 2.6.33.4 and Section 3.2.6.3.6 of the LDC. The construction offices temporary use permits shall be valid through the buildout of the project with no extension of the temporary use required. 2.7 CHANGES AND AMENDMENTS TO PUD DOCUMENT OR PUD MASTER PLAN Changes and amendments may be made to this PUD Ordinance including the Collier Regional Medical Center PUD Master Plan as provided in Article 2, Division 2.7, Section 2.7.3.5 of the LDC. 229,2004-126194 Ver.OP-MPERRY �, 2-4 The Community Development and Environmental Services Administrator shall be authorized to approve minor changes and refinements to the Collier Regional Medical Center PUD Master Plan upon written request of the developer. A. The following limitations shall apply to such requests: 1. The minor change or refinement shall be consistent with the Collier County GMP and the Collier Regional Medical Center PUD Document. 2. The minor change or refinement shall not constitute a substantial change pursuant to Section 2.7.3.5.1. of the LDC. B. The following shall be deemed minor changes or refinements: 1. Reconfiguration of lakes, ponds, canals, or other water management facilities where such changes are consistent with the criteria of the South Florida Water Management District and Collier County. 2. Internal realignment of rights-of-way, other than a relocation of access points to the PUD itself, where water management facilities, preservation areas, or required easements are not adversely affected or otherwise provided for. 3. Reconfiguration of parcels when there is no encroachment into the conservation area. C. Minor changes and refinements as described above shall be reviewed by appropriate Collier County Staff to ensure that said changes and refinements are otherwise in compliance with all applicable County ordinances and regulations prior to the Community Development and Environmental Services Administrator's consideration for approval. D. Approval by the Community Development and Environmental Services Administrator of a minor change or refinement may occur independently from and prior to any application for Site Development Plan approval, however such approval shall not constitute an authorization for development or implementation of the minor change or refinement without first obtaining all other necessary County permits and approvals. 2.8 LANDSCAPE BUFFERS, BERMS, FENCES AND WALLS Landscape buffers, berms, fences and walls are generally permitted as a principal use throughout the Collier Regional Medical Center PUD. The following standards shall apply: A. Landscape berms shall have the following maximum side slopes: 1. Grassed berms 4:1 2. Ground covered berms 3:1 B. The maximum height of all fences or walls is eight feet, as measured from the finished grade of the ground at the base of the fence or wall. For the purpose of 2129004.1 194 Ver 01!-MP RRY IIID 2 28 E 03925-001.000-PPUD-27410 2-5 this provision, finished grade shall be considered to be no greater than 18 inches above the highest crown elevation of the nearest existing road. C. Upon submission of a landscape plan, the County Landscape Architect may approve landscape buffers, berms, fences and walls to be constructed along the perimeter of the Collier Regional Medical Center PUD prior to site development plan submittal. Subsequent to construction, all such areas must be included in a landscape easement or tract or identified in a separate recorded instrument. D. Fence or wall setbacks: Fences, walls and similar structures shall have a minimum of a five foot setback from development boundaries where adjacent to a public right-of-way and a two foot setback from all other land uses; however, a fence or wall adjacent to the "TTRVC"zoned property to the south shall have a minimum six foot setback. E. Pedestrian pathways, water management systems, drainage structures, signs and utilities are allowed in landscape buffers/easements per the LDC subject to review and approval by the County staff at time of SDP review. 2.9 CLEARING AND FILL STORAGE A. Fill storage is generally permitted as a temporary principal use throughout the Collier Regional Medical Center PUD until buildout of the project. Fill material may be transported and stockpiled within areas which have been disturbed. Prior to ,.� stockpiling in these locations, the developer shall notify the Community Development and Environmental Services Administrator per Section 3.2.8.3.6. of the LDC. The following standards shall apply: 1. Stockpile maximum height: 45 feet 2. Fill storage areas in excess of five feet in height shall be separated from developed areas by fencing, excavated water bodies or other physical barriers if the side slope of the stockpile is steeper than 4 to 1 (i.e. 3 to 1). B. Soil erosion control shall be provided in accordance with LDC Division 3.7. 2.10 PRELIMINARY SUBDIVISION PLAT PHASING Submission, review, and approval of preliminary subdivision plats for the project may be accomplished in phases to correspond with the planned development of the property. 2.11 GENERAL PERMITTED USES Certain uses shall be considered general permitted uses throughout the Collier Regional Medical Center PUD except in the Conservation/Water Management District. General permitted uses those uses which are typically part of the common infrastructure. A. General Permitted Uses: 1. Essential services as set forth under LDC, Section 2.6.9.1. • 2. Water management facilities and related structures. 3. Temporary sewage treatment facilities. 21292004 126194 ver ot!-APERRV CAMS 03925-001.000-PPM-27110 • 2-6 4. Water management facilities and related structures including lakes with bulkheads or other architectural or structural bank treatments. 5. Guardhouses, gatehouses, and access control structures. 6. Architectural features and elements including walls, fences, arbors, gazebos and the like. 7. Temporary construction and administrative offices for the developer and developer's authorized contractors and consultants, including necessary access ways, parking areas and related uses. 8. Landscape/hardscape features including, but not limited to landscape buffers, berms, fences, water features and walls subject to the standards set forth in Section 2.8 of this PUD. 9. Fill storage, site filling and grading are subject to the standards set forth in Section 2.9 of this PUD. 10. Any other uses which are comparable in nature with the foregoing uses and are approved through the process set forth in the LDC in effect at the time of the request for such use. B. Development Standards: Unless otherwise set forth in this Document, the following development standards shall apply to General Permitted Uses: 1. Guardhouses, gatehouses, signage, landscape features, and access control structures shall have no required setback. 2. Other general permitted uses shall be set back a minimum of five feet from property lines, except that a minimum of six feet setback is required adjacent to the "TTRVC"zoned property to the south. 3. Minimum distance between structures, which are part of an architecturally unified grouping—five feet 4. Minimum distance between unrelated structures—ten feet 5. Maximum height of General Permitted Uses buildings—35 feet (Note: For the purposes of this PUD, height is defined as the vertical distance from the first finished floor to the highest point of the roof surface of a flat or Bermuda roof, to the deck line of a mansard roof and to the mean height level between eaves and ridge of gable, hip, and gambrel roofs. This height limitation does not apply to spires, belfries, cupolas, flagpoles, antennas, ventilators, chimneys, or other appurtenances usually required to be placed above the roof level and not intended for human occupancy.) 6. Minimum floor area - None required. 7. Minimum lot or parcel area - None required. 2129:2004 126194 tier 01!-MPERRY C4M7 03925.001.000-PPUD-27410 2-7 8. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within the Collier Regional Medical Center PUD are to be in accordance with the LDC provision in effect at the time of permit application. 2.12 OPEN SPACE REQUIREMENTS A combination of the lakes, conservation/water management, and other open space shall fully meet the 30 percent open space requirement for development of the project. 2.13 NATIVE VEGETATION RETENTION REQUIREMENTS Per Policy 6.1.1 of the CCME, a minimum of 15% of the native vegetation present shall be preserved within the project. Areas that fulfill the native vegetation retention standards shall be set aside as preserved areas and shall be protected by a permanent conservation easement. A management plan shall be submitted to identify actions that must be taken to ensure that the preserved areas will function as proposed. The plan shall include methods to address control and treatment of invasive exotic species, fire management, and maintenance of permitted facilities. 2.14 EXOTIC VEGETATION REMOVAL An exotic vegetation removal, monitoring, and maintenance (exotic-free) plan for the site, with emphasis on the conservation/water management area, shall be submitted to Environmental Services Department review staff prior to construction plan approval. A schedule for exotic removal within the conservation/water management area shall be submitted with the above-mentioned plan. The maintenance plan shall be implemented on a yearly basis at a minimum to effectively control exotics, and shall describe specific techniques to prevent re-invasion by prohibited exotic vegetation of the site in perpetuity. 2.15 SIGNAGE A. General 1. All Collier County sign regulations in force at the time of permit approval shall apply unless such regulations are in conflict with the conditions set forth in this Section, in which case the PUD Document shall govern. 2. For the purpose of this PUD Document, each platted parcel shall be considered a separate parcel of land and shall be entitled to any sign as permitted herein. 3. Should any of the signs be requested to be placed within a County dedicated right- of-way, a right-of way permit must be applied for and approved. 4. All signs shall be located so as not to cause sight line obstructions. 5. All internal project rights-of-way may be utilized for decorative landscaped entrance features and signage subject to review and approval from the Planning Services Department for consistency with the requirements set forth herein. 6. Signs may be allowed in landscape buffers/easements. 7. All ground mounted project and free-standing use signs shall be of consistent architectural style and shall feature like building materials and sign structures. Sign 2!292000-126191 Ver.01!-MPERRY O3925-001-004 PP1.113-27410 • -s structures will be uniform in size, color and building material. Pole signs shall be prohibited. B. Traffic Signs 1. Traffic signs such as street name signs, stop signs, and speed limit signs, may be designed to reflect an alternative specification and common architectural theme. C. Project Entrance Signs 1. A project entrance sign may be located at both entrances to the project and may be one, two or three-sided. The size of words, letters, graphics, and the typography and color scheme used in each business or directional identification on the entrance signs shall be similar to and consistent with the other identifications placed on the same sign. A maximum of two 1-sided, one 2-sided, or one 3-sided entrance signs may be permitted at the project entrances. 2. No sign face area may exceed 100 square feet and the total sign face area of the entrance sign may not exceed 200 square feet. If the sign is a single, two-sided sign, each sign face may not extend beyond 100 square feet in area. The sign face area shall not exceed the height or length of the wall or monument upon which it is located. 3. The setback for the sign from any rights-of-way and any perimeter property line shall be five feet. 4. The entrance sign may be lighted provided all lights are directed to the sign or are shielded. 5. The entrance sign may not exceed a height of 20 feet above the finished ground level of the sign site. For the purpose of this Section, finished grade level shall be considered to be no greater than 18 inches above the highest crown elevation of the nearest road, unless the wall or monument is constructed on a perimeter landscape berm. D. Internal Signs 1. Directional or identification signs may be allowed internal to the project. Such signs may be used to identify the location of or direction to approved uses such as hospital, emergency room, medical office, etc. Individual signs may be a maximum of six square feet per side in size. Signs maintaining a common architectural theme may be combined to form a menu board with a maximum size of 64 square feet per side, and a maximum height of eight feet. No building permit is required, unless such signs are combined to form a menu board. E. Construction Entrance Signs 1. Two "construction ahead" signs may be located ahead of a construction entrance, with a maximum of 20 square feet each in size. 2. One sign, with a maximum of 20 square feet in size, may be located at each construction entrance to identify the entrance as such. 229/2001.126191 Ver 014 1Y9'ERRY uuu 03925001.000 PPUO-27410 2-9 3. Employment signs with a maximum of 20 square feet in size may be located at each construction entrance to advertise for construction help. 4. No building permit is required for construction entrance signs. 2.16 SITE LIGHTING Lighting facilities shall be arranged in a manner which will protect roadways and neighborhood residential properties from direct glare or other interference. 2.17 ARCHAEOLOGICAL RESOURCES Pursuant to Section 2.2.25.8.1 of the LDC, if, during the course of site clearing, excavation or other construction activity an historic or archaeological artifact is found, all development within the minimum area necessary to protect the discovery shall be immediately stopped and the Collier County Code Enforcement Department contacted. 2.18 MONITORING REPORT AND SUNSET PROVISIONS A. An annual monitoring report shall be submitted pursuant to Section 2.7.3.6 of the LDC. B. The Collier Regional Medical Center PUD shall be subject to the time limits of Section 2.7.3.4 of the LDC. 2.19 ARCHITECTURAL AND SITE DESIGN STANDARDS Development of the Collier Regional Medical Center PUD will be in compliance with Section 2.8 of the Land Development Code, Architectural and Site Design Standards and Guidelines for Commercial Buildings and Projects, with the following exceptions: A. Sections 2.8.3.5.2.1 and 2.8.3.5.2.2: The primary facade of the proposed energy building will not provide for windows that are at least 40% of the area of the facade. The need for windows in the energy building is very limited. The need to provide a secure enclosure for the equipment and operations within this building would be seriously compromised if extensive areas of windows had to be provided. The energy building does not required a public entry; therefore, of the three design features required, only the provision of a covered walkway (Section 2.8.3.5.2.3) is relevant to this building. B. Section 2.8.5.5.3: The primary facades on the ground floor of the proposed design for the medical center will not incorporate some of the features required by Section 2.8.5.5.3 (i.e., arcades and display windows). The proposed design does provide an "arcade-like" character on the ground floor with deeply recessed glazed facades behind freestanding columns. The proposed design does provide clearly defined entry areas as recommended in this Section. C. Section 2.8.3.5.10.3.1: The rooftop mechanical equipment will be concealed by screen walls, eight to ten feet high, instead of parapet walls at the edges of the affected roofs. Regarding the requirement that flat roofs be screened by parapets, the roofs that will not have parapets will be located behind taller building elements 2/29/2004-126194 4r C1' 1,19ERRY caw; M1.000• 2-10 which will screen the roofs from prominent view, or they will occur more than two stories above grade, making it unlikely that they would be visible from major public areas. n 2/2912004-126194 Ver 011-MPERRY .#. 3 03925001-006 PP1JD-27410 3-1 SECTION III HOSPITAL DISTRICT 3.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within the Collier Regional Medical Center PUD designated on the Collier Regional Medical Center PUD Master Plan as "H." 3.2 GENERAL DESCRIPTION Areas designated as "H" — Hospital on the PUD Master Plan are designed to accommodate a maximum of 260,000 square feet for hospital (100-bed facility) and hospital-related uses. 3.3 PERMITTED USES AND STRUCTURES - "H" DISTRICT No building or structure, or part thereof, shall be erected, altered or used, or land use, in whole or part, for other than the following: A. Principal Uses: 1. Drug Stores and Proprietary Stores (Group 5912) 2. Offices and clinics (Groups 8011, 8021, 8031, 8041, 8042, 8043, 8049) 3. Hospitals (Groups 8062, 8069) 4. Laboratories (Groups 8071, 8072) 5. Home Health Care Services (Group 8082) 6. Health and Allied Services (Groups 8092, 8093, 8099) B. Accessory Uses: 1. Individual and Family Social Services (Group 8322) 2. Child Day Care Services (Group 8351) 3. Air Transportation (Group 4522, limited to air ambulance service) 4. Eating places (Group 5812, restricted to cafeterias and restaurants, no drive-through service) 5. Customary accessory uses or structures incidental to hospital and hospital-related uses, including structures relating to the electrical and mechanical operation of the hospital facility. 6. Any other accessory use which is comparable in nature with the foregoing uses and is approved through the process set forth in the LDC in effect at the time of the request for such use. 3.4 DEVELOPMENT STANDARDS A. Minimum Yard Requirements: 2/297004 126194 Ver OP.MPERRY C4443 03925001.000 PPUD-27410 3-2 1. Setback from public road rights-of-way and project boundaries—Thirty feet (30'), except that roofed parking structures shall be set back a minimum of twenty feet (20'). 2. Distance between free-standing principal uses: Fifteen feet (15'). 3. Distance between principal and accessory structures—Ten feet (10'). 4. Distance between accessory structures—Zero feet (0'). 5. Setback from a lake for all principal and accessory uses may be zero feet (0') provided architectural bank treatment (retaining wall which is architecturally consistent with other structures on the property) is incorporated into the design and subject to approval from Collier County Planning Services Department. 6. Setback from boundary of any preserve shall be twenty-five feet (25')for principal structures and ten feet (10')for accessory structures and all other site alternations. B. Maximum height of structures: 100 feet C. Minimum floor area for principal structures: 1,000 square feet D. Minimum lot or parcel area: 10,000 square feet E. Minimum lot width: 75 feet 2f29l2004 126194 Ver.01!.AWERRY r. . '03925-001-000- &001.000.PPUD•27410 4-1 SECTION IV MEDICAL OFFICE DISTRICT 4.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within the Collier Regional Medical Center PUD designated on the Collier Regional Medical Center PUD Master Plan as "O." 4.2 GENERAL DESCRIPTION Areas designated as "0" — Medical Office on the PUD Master Plan are designed to accommodate a maximum of 80,000 square feet of medical office and medical-related uses. The medical office/medical-related uses will be constructed concurrent with, or following construction of the hospital facility as required in the Future Land Use Element. 4.3 PERMITTED USES AND STRUCTURES - "0" DISTRICT No building or structure, or part thereof, shall be erected, altered or used, or land use, in whole or part, for other than the following: A. Principal Uses: 1. Drug Stores and Proprietary Stores (Group 5912) 2. Offices and clinics (Groups 8011, 8021, 8031, 8041, 8042, 8043, 8049). 3. Laboratories (Groups 8071, 8072) 4. Home Health Care Services (Group 8082) 5. Health and Allied Services (Groups 8092, 8093, 8099) 6. Professional membership organizations (Group 8621, medical-related only) B. Accessory Uses: 1. Individual and Family Social Services (Group 8322) 2. Child Day Care Services (Group 8351) 3. Eating places (Group 5812, restricted to cafeterias and restaurants, no drive-through service) 4. Customary accessory uses or structures incidental to medical office related uses. 5. Any other accessory use which is comparable in nature with the foregoing uses and is approved through the process set forth in the LDC in effect at the time of the request for such use. 2129/2004-126194 Ver 01!-MPERRY cASA3 03925001-000-PPUD-27410 4-2 4.4 DEVELOPMENT STANDARDS A. Minimum Yard Requirements: 1. Setback from public road rights-of-way and project boundaries—Thirty feet (30'), except that roofed parking structures shall be set back a minimum of twenty feet (20'). 2. Distance between free-standing principal uses: Fifteen feet (15'). 3. Distance between principal and accessory structures—Ten feet (10'). 4. Distance between accessory structures—Zero feet (0'). 5. Setback from a lake for all principal and accessory uses may be zero feet (0') provided architectural bank treatment (retaining wall which is architecturally consistent with other structures on the property) is incorporated into the design and subject to approval from Collier County Planning Services Department. 6. Setback from boundary of any preserve shall be twenty-five feet (25') for principal structures and ten feet (10')for accessory structures and all other site alternations. B. Maximum height of structures: 75 feet C. Minimum floor area for principal structures: 1,000 square feet D. Minimum lot or parcel area: 10,000 square feet E. Minimum lot width: 75 feet 2/29/2004-126194 Ver 011-MPERRY cNu 0925.001-009 PPUD-27410 5-1 SECTION V CONSERVATION/WATER MANAGEMENT DISTRICT 5.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for the area within the Collier Regional Medical Center PUD designated on the Collier Regional Medical Center PUD as "C". 5.2 GENERAL DESCRIPTION Areas designated as "C" — Conservation/Water Management District on the Collier Regional Medical Center PUD Master Plan are designed to accommodate customary uses in conservation/water management areas. 5.3 PERMITTED USES AND STRUCTURES No building or structure, or part thereof, shall be erected, altered or used, or land or water used, in whole or in part, for other than the following: A. Permitted Principal Uses and Structures 1. Conservation and Preserve. 2. Passive recreation, pervious nature trails, boardwalks and recreational shelters, and other similar uses. 3. Water management facilities, structures and lakes. 4. Mitigation areas and mitigation maintenance activities. 5. Any other conservation and related open space activity or use which is comparable in nature with the foregoing uses and is approved through the process set forth in the Land Development Code at the time of the request for such use. 2129/2006-126194 Ver 01!-MPERRY CM43 03925-001-000-PPUD 27410 6-1 SECTION VI GENERAL DEVELOPMENT COMMITMENTS 6.1 PURPOSE The purpose of this Section is to outline the general development commitments for Collier Regional Medical Center. 6.2 UTILITIES A. Water distribution, sewage collection and transmission systems shall be constructed throughout the project by the developer. Potable water and sanitary sewer facilities constructed within platted rights-of-way, or within dedicated utility easements, shall be conveyed to Collier County Utilities pursuant to Collier County Ordinance 2001-57, as amended. B. Temporary construction trailers may use septic tanks or holding tanks for waste disposal subject to permitting under F.A.C. 10D-6, and may use potable or irrigation wells. C. Within the project, landscaping (including palm trees, shrubs and ground cover), pedestrian pathways will be allowed within a utility easement, including placement within three feet of a utility line. Canopy trees may be located seven feet from the utility line. Said seven feet being measured from the trunk of the tree to the center of the utility line. Reconstruction of pedestrian pathways, or modification/ reinstallation of plant materials due to the necessary maintenance of utility lines will be the responsibility of the developer, its successors, or assigns. 6.3 TRANSPORTATION The development of the Collier Regional Medical Center PUD shall be subject to and governed by the following stipulations. A. All traffic control devices and design criterion used shall be in accordance with the minimum standards as adopted by the Florida Department of Transportation (FDOT), as amended, as required by Florida Statutes - Chapter 316 Uniform Traffic Control Law. B. Arterial level street lighting shall be provided at project entrance(s). Said lighting must be in place prior to the issuance of the first permanent Certificate of Occupancy(CO) pertaining to that phase of construction. C. External and internal improvements determined by Collier County Transportation staff to be essential to the safe ingress and egress to the development will not be considered for impact fee credits. All such improvements shall be in place prior to the issuance of the first Certificate of Occupancy (CO) pertaining to that phase of construction. 212912004 126194 Ver 01!-MPERRY CM43 03925-001.000-PPU6 27410 6-2 D. Road Impact Fees will be paid in accordance with Collier County Ordinance 2001- 13, as amended, and the Land Development Code (LDC), as amended, unless otherwise approved by the Collier County Board of County Commissioners (CCBCC). E. Any and all points of ingress and/or egress as shown on any and all plan submittal(s), are conceptual in nature and subject to change as determined by Collier County Transportation staff. Collier County Transportation staff reserves the right to modify, or close any ingress and/or egress location(s) determined to have an adverse affect on the health, safety and welfare of the public. These include, but are not limited to, safety concerns, operational circulation issues, roadway capacity problems, etc. F. Any and all median opening locations will be in accordance with the Collier County Access Management Policy, as amended, and Land Development Code (LDC), as amended. Median access and control will remain under Collier County Transportation staffs authority. Collier County Transportation staff reserves the right to modify or close any median opening(s) determined to have an adverse affect on the health, safety and welfare of the public. These include, but are not limited to, safety concerns, operational circulation issues, roadway capacity problems, etc. G. Nothing in any development order will vest the right of access over and above a right in/right out condition. Neither will the existence of a point of ingress, egress and/or median opening, nor the lack thereof, be the basis for any future cause of action for damages against the County by the developer(s), its successor(s) in title, or assignee(s). H. The development shall be designed to promote the safe travel of all users including pedestrians. All sidewalk design criterion used shall be in accordance with the minimum standards as adopted by the Florida Department of Transportation (FDOT)- Design Standards, as amended, as required by Florida Statutes- Chapter 316 Uniform Traffic Control Law. Collier County Transportation staff reserves the right to impose stricter requirements if determined as necessary to protect the health, safety and welfare of the public. The developer(s)shall provide any and all site related transportation improvement(s) including, but not limited to, any and all necessary turn lane(s) improvement(s) at the development entrance(s) prior to the issuance of the first permanent Certificate of Occupancy (CO). Said improvements are considered site related, and therefore, do not qualify for impact fee credits. When turn lane improvement(s)described below are determined to be necessary, if additional right- of-way and/or compensating right-of-way is required, it shall be provided in conjunction with said improvement(s), as determined by Collier County Transportation staff. The subject development turn lane improvements shall be as follows: • Southbound left turn lane and northbound right turn lanes at the project entrances on Collier Boulevard. 2/292004-126194 Ver 01!•DERRY CA fl 03925-001-006 PPUD-27410 6-3 • Turn lanes shall be provided at intersections within the project as required by Ordinance 93-64, as amended, and the Collier County Public Right-of-Way Construction Standards Handbook. All turn lane design criterion used shall be in accordance with the minimum standards as adopted by the Florida Department of Transportation (FDOT)- Design Standards, as amended, as required by Florida Statutes- Chapter 316 Uniform Traffic Control Law. The turn lane queue length determinations shall be in accordance with the criterion/calculations within the Highway Capacity Manual - Chapter 17. J. All work within Collier County right-of-way shall meet the requirements of Collier County Ordinance No. 93-64, as amended. K. All internal accesses, drive aisles, sidewalks, etc., not located within County right-of- way, will be privately maintained by the developer, its successors in title, or assignees. L. If a gate is proposed at any and/or all development entrance(s)they shall be designed so as not to cause vehicles to be backed up onto any and all adjacent roadways. • The minimum throat depth from the nearest intersecting roadway edge of pavement shall be no less than 50 feet to the proposed gate(s). • A hammerhead turn around area of sufficient design shall be provided in advance of the proposed gate(s). M. If, in the sole opinion of Collier County, a traffic signal, or other traffic control device, sign or pavement marking improvement within a public right-of-way or easement is determined to be necessary, the cost of such improvement shall be borne by the developer and shall be paid to Collier County before the issuance of the first certificate of occupancy. N. Adjacent properties to the north and south shall be provided shared access or interconnections with this development. The PUD master plan indicates these locations. The developer, or assigns, shall assure that any such shared access or interconnection is utilized and shall accommodate the perpetual use of such access by incorporating appropriate language into the development covenants or plat. O. The developer shall provide a six foot (6') pathway/sidewalk adjacent to, or within, the CR 951 Big Cypress Basin Canal easement. The pathway is to extend the length of the project's CR 951 frontage. The exact location of the pathway is to be determined in cooperation with the Collier County Transportation Department. 6.4 ENVIRONMENTAL A. The development of this project shall be consistent with the environmental section of the Conservation and Coastal Management Element of the Growth Management 2129/2004.126194 Ver OP-MPERRY tare 03925-001-000 PPM-27410 6-4 Plan and the Land Development Code at the time of final development order approval unless otherwise noted within this document. B. The development of this project shall comply with the guidelines of the USFWS and FFWCC for Impacts to protected species. A habitat management plan for those species shall be submitted to environmental review staff for review and approval prior to site plan approval. C. All conservation areas shall be designated as tracts/easements with protective covenants. Easements shall be dedicated on the plat to the homeowner's association for ownership and maintenance and to Collier County with no responsibility for maintenance. D. All category I invasive exotic plants, as defined by the Florida Exotic Pest Plan Council, shall be removed from within preserve areas and subsequent annual removal of these plants in perpetuity shall be the responsibility of the property owner. E. A preserve area management plan shall be provided to environmental staff for approval prior to site/construction plan approval identifying methods to address treatment of invasive exotic species, fire management, and maintenance. F. All approved agency (SFWMD, ACOE, FFWCC) permits shall.be submitted prior to final site plan/construction plan approval. 2!292004 126194 Ver 01!-AWERRY CAMI 03925-001-000-PPUD-27410 TO 1-75 ±4 MILESit skillilla TO RATTLESNAKE HAMMOCK •_ • ±1000 FEET eisim ..:---_,:-_-_-,c-_-.2-_,-..::::,..._- la 1 NEW DIRECT101ML LEFT - _- 1 _ _- �TYPE -A'BUFFER REQUIRED SIERRA MEADOWS PUD - 1 - ACTMTY CENTER f7 BOUNDARY'4.-- _- . - _ _ B 1 f i'E 01 [11111 _ ____ - _ I t""I 1 1 el ■ - J = EDISON VILLAGE 'A' ZONING a- CC PUD _ _ _ _ -_ CC 3 '� I _ _•_ _ W lit _ _ _ _ _ _ _ Q M LL LELY CULTURAL DRIVE - - - Oo 0 W cc EXISTING SIGNALIZED / — — — — — full"1 Q_ INTERSECTION � (FULL TURNING M ( E OVEMENTS) I W Cr a- BUFFER PROVIDED BY `--1 - I CONSERVATION AREA ABUTTING PROPERTY ONES (1 LELY,A RESORT COMMUNITY _ -'_ I c=r] PUD CD - .1 TO U.S. 41 � —J ±3 MILES ROMEO BY ARON AREA PROPERTY LINES SEC 23 1WP 50S RGE 26E BISIELMETASUDI�.\ 44 NATIVE VEGETATION ARE ON SITE. ;FNS N0+ Designed by: M.P. / 1328 1 PER POLICY 6.1.1 OF COWER COUNTY'S CONSERVATION AND I. Drawn by: H.P. / 1328 OR 6.6 AMANAGEMENT CRES. ELEVEN[, 15%PRESERVATION REQUIRED. CONCE Checked by: SUBJECT CALCU.A Approved by: OPEN SPACE 2. Two EEOCI Data: 8-27-03 PER SECTION 2.6.32 OF THE COL ER COUNTY LDC. 30%OF THE GROSS AREA SHALL BE DEVOTED TO USABLE OPEN SPACE. 3. NOSPIfw Scale: 1• .. 100' 18 ACRES OF OPEN SPACE REQURED. 4. ALONG B PIN:03925-001-000 PZMSP IN CONS File I: 0-3925-04 • VEGETA11 • SHALL B Sheet 1 of 1 COLLIER REGIONAL MEDICAL CENTER REZONE APPLICATION CONCEPTUAL SURFACE WATER MANAGEMENT REPORT 60 ±Acres Located in Sections 23 Township 50 South, Range 26 East, Collier County, Florida Prepared for: Collier HMA, Inc. 5811 Pelican Bay Boulevard, Suite 500 Naples, FL 34108 Prepared by: WilsonMiller, Inc. Wilson Professional Center 3200 Bailey Lane, Suite 200 Naples, FL 34105 August, 2003 8r71r2003-126513 Ver 011-PTroroe CA 43 03925-001-000-PPM-27409 4 PROPOSED FACILITIES: GENERAL The proposed surface water management system will serve a 60.0±acre. The system will consist largely of one drainage area which will utilize wet detention (lakes) and dry detention (areas) to provide the required water quality and quantity storage volumes. Storm sewers, swales and overland flow will convey run-off to the storage areas. Limited controlled discharges will be attained through the use of a control structure located on the project's southwestern boundary. The project's discharge will outfall into the existing C. R. 951 Canal within the Henderson Creek Basin. - DISCHARGE RATES The conceptual post-development discharge rate for the project will be equal to 0.15 cfs/acre per Collier County Ordinance No. 90-10. The final 25-year, 3-day peak discharge may be greater than 0.15 ds/acre in accordance with Ordinance 90-10 with appropriate engineering analyses. The project will discharge runoff into the CR 951 canal within the Henderson Creek Basin via a control structure. CONTROL ELEVATION The conceptual control elevation range has been estimated based on a review of the following information. 1. Site Topography 2. Adjacent Surface Water Management Permits 3. Hydrobiological Indicators 4. Outfall Elevation Conditions 5. Preliminary Analysis of Required Offsite Drainage Outfall Improvements This conceptual water management report uses the assumed control elevations as shown on the Conceptual Surface Water Management Plan. Final control elevations, peak discharge rates, and minimum finished floor elevations will be determined at the time of SFWMD permitting in accordance with SFWMD and Collier County regulations. 8,21/7501 1265t3 Ver 01'-PTroltie A. 5 DRAINAGE AREA DA-1 Road and Parking Design Design Storm Event 25-year,3-day Design Storm Rainfall:(inches) 11.8 Minimum Centerline Elevation:(ft-NGVD) 12.1 Finished Floor Design Design Storm Event 100-year,3- day Design Storm Rainfall:(inches) 14.7 Recommended Minimum Finished Floor Elevation(ft- 13.0 NGVD) FEMA Elevation(ft-NGVD) Zone X 8/21,2003-126513 Ver 01r-PTrothe Project,CrillirieRe&rialMediell Center . . higi"s0'niti- 1-1-1-er Proj.#:,Q35r25.4101-01:11,,,:'•,',:,,',-,.•,-.*:,:::.,:'Task/Subtask'.:P.ZPAP:.:::::::::,:: Calculated By:f(fT/73131h ,.,,... : ..........ii....'-,i Date:•,811.8/2005: New Directions In Planning,Design&Engineering Checked By:IIP,J11411::::::::',,i,::::::::ii;',::::.::.•.::i: Date: 11./18/.200-3 -,•-• Litirl':•140itittiriall.,,I.:::::. ,i'.::::: ,•:::::,..,,•,;:i.,:.:, ,,..•::,,,,,,i-.•;, ••:• ,: •,,,,,,i:,,,.,--.• ,,,,•,::•-,.:-:•-„i...,:,...:.-„:•,:-..•.,,,.,;,•:-..,-.,:,,.:,,•.,-,: ::•:::::•:••••...-...,E-..-.,::::,,,, ,:,:.,•i,,• •.•: •,•-,•„:„...,:•,•,, :•..:...,-,-,.-..,-,....-..,...i,...:..:,...-..... ........,•,..,.-......-,.,•,..:.•,.-:.•:.-,..:.•„....,„....•,•:•.....::-..•,::..,:,:-.„.„,,,:•,,:::....... . Drainage Area Description :,:i .TIA„V-:••••--:•• •:: '--:••':'•:-.....................,:::::•:::-•••,-•.•,.....:::::;:,••:::.-.,i'•-•:ia-..,...,i',i,iiri,i,:.:?:'.:',, ,i:-.,:.,,:•,•:::.,:.,1-....,••••.,...,..., i,.......................,...•:.,...,':,:.,•,••:".•••.•:.•....":•••.::.,...-•:,:.:ii•i-:.................'-.,:.,:.::. ••:•":...-'.:","H,:::,,,,,,.,,,,,,:',-., ,,,i,•..,-...i, Lake Control Elevation(NGVD) 9.0in:i.iffiiii.:.:1 Egg';a::Wr t.tii.:;:::ig,ige i...a.:R.:•i...:1.i..g Conservation Control Elevation(NGVD) 9.0 . . Top of Lake Bank(NGVD) 11.0 _ Minimum Edge of Road(NGVD) 113 iii::iiiiMi::Mis:M .;,.: i?.:,i.i.iii::i.l'gii,i ::ii:: ',Eliii:i'.:i?.:iN•: :::::'. Mi.i*i.iiii*.!i.'..i.ii.i 2nd Break(NGVD) 121,..fiiiiMi.:::ig:::::::::.::: Mi:li:::iig.:::ia :E;liA.:.iM:•••ri::::.fi :..:i':;;::i;:gii.:I.:1;.: PV:.?iiiiiing Finished Floor(NGVD) 13,8ii'iiMi::i,. ::iii.:ii':.i.i..iiii...i.ii.i.::.: .iiiffi,..ii'..iii;:i:5.0•;, iiiiiiii:::*g*:':iii§§iie Lake Perimeter(LF) 1600.0::*:i:ii;iii*:?::a.::::i*i* 'f,:•'..;:.iiiii•:-::0....i• .:, ',iiiiitW,.::ir... Iii.::.•Mg.g:;:::;:: :: ::::1E:ii:ii:i.i0,•::::>.*. 1-Day,100 Year Rainfall(in) 10.8:i.:.i&::.:::::::::::.i:.ii.i:,..ii.ii, na...:::Maiii:::•::: gii:iiil::::•:.§.i?;?::;:.:iiig'.. '.i.i'.•::'..M.:;:.:M::::::E Wagig.'.4:1-:', 1-Day,25 Year Rainfall(in) 8.7'.f?Y:ig:.i.iiNi.,:-.i Allowable Discharge(CFS/Acre) 115 iii::::iiiiiii:•iiii:!,:ai:iii: ligiiiM::::iiii:N: M.:: :;ii:ai::::::.: '.i.•:i.::i:':.....i::i;i;.:If.ii::i::::..,.:if:: i:',M.,ES•lit'..gE Soil Compaction Factor(i.e.25%) 25%':iiiiMij;i:: ;i::•jik agii.-ii•;:•••:g_ :i..i:::ni::iii Mr : iir', .§..iif:..". :.ME . .-,:i,:rii':-::::.::::::-•::::::',:........................... .;,:i'::i*'.i.:::0:i:::::::::::i::: ::::-:...............,:::'.:::',:'-:-.,:-,:1:':::: :::•:......:-.•.,'--....•,::-::::..::-..:-..:•: ,...................: :iiii:::::: ::::::-,-:-::'4:::•:::::::::::ii.•,::'::::i:.-:•::,:i,'.:::irl:i:::- ..i':::::...:.;:h:..::::::'::,:::::::.:.::::.:::: ::::,,:::::.::::::-.:-:::::::::,::::::::........:.:::,::::::.::::x:,:-..<,::::::::::.:::::-..:::::: Type of Use Lake ::•:::::,•:ii,..:ii::•:i•::•,'::ii:i:iiii M .!':::iWiii::i•P 'N..: :.i.i':i;.:::: -:':- •iiiini,:::::::•:::.::: iliiiiniti:::::: Total Area(AC) 7.80 i.'.:?.-.iii:,:iiM.g.iiii§ ''.i.W.Kiiiii.:Iiln.,ii '.:•;;;,•,F:ii•iiI•i.fiii.:•ii.i.•::1'.• qiiiiiMiiis'ig:iii:.::. i'i,:.,;1:.§ii.:;,::iniii,::..i;: Impervious Roof Area(AC) 00 iiii•:::§:...ii.3•:•,...,••'ii:K it.i1::.i.i':'k.:1':i. :,eN:;sg::::1.;':::::i.i t•'..i';I:,i';'.0.§.gi?.:i Impervious Pavement Area(AC) 10:i':':•:':•:;i:::::::ii,..iii::.;,_ .:iii:'....i:IiiIiiii6:ii:ii".•:.E:?:::_ _a:ii......figla:,,:::,.. ,:li'.:a:§.:sia.::?;ilf.:ii:;i i:::ii:Iiiii.iii:•••igi?;.:1;4'.:: - • ,:,..,:,:,,,-.:•:,,,:-.?.::::::: ::.:,,,,:,..••.,....,,:•, ,s.-,::,i,•,•:•i‘,..,,,.:,•,,:••,:••,::::•:-..:-:•,.:,.,:,...•.••,...:.,•••_.:,.?,--:.,:-:.,-..s....:••,.,,......., •,,,:,:.....•....:•,,,:.,..,ir:::-::::::-:.::::::•,,,:,:,,,:,-..,...,•,,-..,...,..:-.. ,•.•,:•,,•:_,•-.. .:;,••:..:.,,•,•,•••.,::,-..,-. -,,•::-..,-:::,,-.., •:::•,-:,,,,-..,•,,,:,,,-....,...,,:,..,.:.::.:,-.-.:::................,-.••••,•-.•:,-.., , -...:!:,.:, ........•:,"..-,-.....,,-..,....:...•••••• •:,,-.,i,i;•. ,:.,i,..i.,i.......:,,-.,,-,-„-.,..: Type of Use Conservationii'...&.6::g.gi;tElik '::::.:ii:.1:•.,ii, iia:.0..::i:•: P..:::.i.eix*:',.,4'iz:.":-, '-:6:0M1?:;:.:s...4:.i'i Total Arca(AC) 0.00 f:?::MINgi :i:i:ifc:i:::i:. •:•,,:;::iiii ..F:•ft.ft-.-..-.•••'.'iti,; ......, _______ Impervious Roof Area(AC) 0.0 .iii ::::iii. ::.•-• :Egii:::k...g:. iii§:ii*:aii :154.: 0ii Impervious Pavement Area(AC) 00 ;':g.::;::N:::::::•::.::: ::i1:01:4A.R:::::. 4:.•:f:g:.:4N: :I. i*.:1:Mi: ..... – Type of Use Lake Bank i•.:....:::i.•:::::::::::.•i.:'..i.•:..i..i.•:,.% i .ii,i' ?::::Mi!ilr .i.!!!!!!!!: Iii;..ii:Miiiiii.:;.•-: lEiii:f.gi...ii:;iiii; .-..,• .. - ,,,,,,..„............ Total Area(AC) 260Maingig M.10Ett.,••:.1a:i Impervious Roof Area(AC) 00i ;::gi:::ff.::,'.;1;ii': ANiii;ier:.'i:...,.• 'ikikiin.:' Impervious Pavement Area(AC) 00i?'.?::,i:iiigiiii§§giii::i i:;i:..i::i'i'i':ii.,..iii,':::i:::;ii.ii ii:::::i::i::": i.ii,iii.ei.i'„ 'g'ii•:;:::.n.4§giiii Type of Use Open iiiiiiiii:::iiiiiiii'sii,E:ii:iiii iiiii:Iiii::iiiiiiiiie •iii.iiiiM'ia:iiiN Total Area(AC) .:::OiMi:IiP:iiii ...".• ::: ::i::::: Ng:ggg'::::: — Impervious Roof Area(A(2) 0.0 :.:.§i.iii.ii;i.ii.§...:in:. iii§.iiiiaiiiiiiiiii§iiiii •',;.,i.i:::'0.i:., :..ii.,Ii::•i...i: , ,.,...........................„:„ Impervious Pavement Area(AC) 0.0 r.f,::•,:.•::::.:i-,:.•Miqi,,,.,•:: ::::::iii.i:f0Mig:;:j• :...:;::::i.ii;i:.:•:....i .:ii-ii.;:::;'::: ‘,::;:),": •:.::Ni.:::;t:: Type of Use Parking isi.iiiMEE.:. .,-;:::;.i'::: :.g.0:•.C.::::., .::;::::N'i.i.••':.i.,.:::::::gi' ii":•:i:iiie:ii:.iiiiggi ......,........,.......,,, Total Area(AC) 14.20',,,.:.:.,,.••:.,:.:j,:::::.::i•r:.:::::::,••••::,::::. :•:iii...ii:•;ii:•:i•k::::.•:iiii•-::•,. :.•;iii.iiii'§iiiiiiiiiii::::,i'..: Impervious Roof Area(AC) gm ,,;••.'.,,:i.i:,;-:',,':•::::::-,::, •;.••...,:;:ji; t:i:i.:§iii:.:i,.:iiiiiiii§..,:i. 'ig.,.:'':g.:.: .:'i],.:•:..ii;:r. :•.'i:::::.*:0; i:'.:•:: 7iili.:.i.:1;:.;.0.:::.%1 ....,........_. Impervious Pavement Area(AC) 14.20 . . Type of Use Building _ . Total Area(AC) 55 •Zi.::j.....i::ga ::.,E.•;::.ii..i.i:; ::::;g', .W.:.•::iff.i.:.ii':i::.:.:::. Impervious Root Area(AC) '....;:::ii.,':?:;:::i•:•:::ii..:':::: ...i::':•.::.: :::•:•.iiii.:::::::::.: :::2::•:iEN::::::;.. .,:;:::i•:::.iii:.iii•'..iig:iii Impervious Pavement Area(AC) _ - . Type of Use '.'-.;:.g.gniigi .0..:.:0E::.i.:,'..7 g:i.ii.:e:.::in.:::::::;ii• lig.:.:41:,:V.:.•g: Total Area(AC) '.:.:;,.i.iii..ii•:.:.ENii i•:::•i: •:'?•E,:' Impervious Roof Area(AC) !:-i::. ..i:e:::ii..ta . ..: .i:: .ii,ii.: ..:•;:i?...i.: ::"ii•'g: • •1 .....,:•!•:-........ Impervious Pavement Area(AC) 'i;•::.:.i§ii:::.*,:::':i.igNi :::ii;•i;iiii•ing•-;i:;iii . . Type of Use ::.:.•'..:...-:-:.:-.-::•..:-...:.:.:.:.:•-! M.:.:Mi:ini:ii:::. ]iii§....::?::.i:iiMi..f::::i.:::?: ::•:::.::: :Niiia*:. Total Area(AC) PaiMin §.rig 'i•ER::::;.giRi.ilij•:.i- :-..§,M.: .:..i.:.M..ii.;.i.ii Impervious Roof Area(AC) P':i'..i'':•':::::.: :::i::Mi•••••] ,:::n.:iii.:.iR:•;i::ai•;': •:iiiii.:i:.•i:,ii:":i:ii:W.:.iiiiii: :.;:i!*:::i.ii.ii:M.::i•ii',i.g Impervious Pavement Area(AC) •::::::.....:;::::::i:i..i:::::::. ...* Ai;:.;.:.i.ii:e: ';'•.2' :M.:.:fi.:;i. :.'i.i::.: :::::: 'S:ii.i.:igiNi.::.i.if: •;::::.:.:.:.:•Xi..:::.ii..:...qini:::: Typc of Usei'.1:,•::;;M:i.i,i.ig ......i.:::::::i::".in , Total Arca(AC) .::::::::•••::::':::::::: ..,:i:K::,:::i:,;;...*•:*•:: :i:: ''.'.'''''''''''''''. i':':.:.iinii.a:ii.igii:::?;i. Impervious Roof Area(AC) .,..........,,,,...,..... .f.-,.:•.:';::::::::::::::••••i:•,i::::g :',..:.:: .ii::::::::::::•Si.::::'k ‘.:•..:iAiR?.,:::::::::::•:i':: ...........,.,,, Impervious Pavement Area(AC) ' EM.:;ii.::., Type of Use :.....:,:•::•:•::::::,...:*•::•::x:::•::::•,...... i'i'.::::::i.,:.:...;::.::.:::::i.ii'iiM Total Area(AC) P.i.ii.0: "Ri.i':i.;i, :-.Si::i.:,i'i;;;:;ii.'ai.::::.::i::::.i.i .:.:•il:... .i....ii.i .:in..:. Impervious Roof Area(AC) '.::.:-:.'•:::•••:.:.•••••••••••M :•?••• :.*:i.:.i;:ii::i.ii:.;:?.. •-.-:ii;•:•.::::::.:0:::•:•„•:::::::::. ; ..... , ...."'N Impervious Pavement Area(AC) 8f21/2003-2 NROI!.XLS 1-1.1.1c 4 LC(7000170 Sheet I Input --, Project itatiniRitikinithinehindtenter . WilsonMillier Proj.0:it(392:540014100 .'AiMi4ask/Subtask 111I-ViV: :::'i Calculated• BrT;43'.0•.aiWiiiiWiIi Date igfliti21003::•'• v Checked By 1)1)M411&ii.:ME::: :: :::::: 1 Date::::tillit/2003:::':1 New Directions In Planning,Design&Engineering • Type of Use *-4::::Tx:::K:§:p.K7 »Iir.:47446-ai. 1:no.,,:m: Licami "..... Ersitt risiq.11 Total Area(AC) Mak-N.- :.;:.i. 4rA --n.:.__ •:.*Nriat -411V).": k• .l'*k;eign ''"::::;.•,SX:I,:s-axi: Mx.:•:,:.:,..*:•:•: Impervious Roof Area(AC) :•v.:....-,:.:.:.:‘,..:. _., :: :o:•:::::!-Ar t.J.,.....0/..,....o.t0:::, Impervious Pavement Area(AC) :-00.fti:::i:i:::.: RASO tsiwam:.$ VbritiNk :74:::N:Vci.' . :::-:::::•.,..:...:.i.ii,i,i,:::-i:,.:.:.i.:..i.-:i.,:ii-:m:iT...i,,,:i-: :.,.,.:i:.::,.:i:::::,-,:-..-':.]::ir,i.,.::::i.::i* :.:,:::::i::.::::.::.:::.:i::i.:-..,:.,...:*I:i*:.: : ::::.,..:,i,,.:::;*i:.:::.:i..i*:*i:i:i:i*:.:.::::.7.*:.:i:i:...,.:,.: :.:::.*i*i:i:if::i.::;:: ::..:i.,::::i:i::::.::.:i:i..,i,..:::i:::.:::..,,i,i,.:-:-.i*K*...:-::.::,.,.,:,.*i:i,i:i-i*i.•:::.::.:,i:i*i*:.,:K:i:i*:.:i.,i::i*iji.:. .i.:.:i,.n:: ::. Type of Use :4:0-4:::: :17,'.:.;;;'...;'..!:*.:•.?: ..antanir :.-'''Agniii "..v......e.:-."x: Total Area(AC) .."...i.l.priiIi 01:1:ilri ,...:::•-ky:....:ft:1 :.1.1W-kk.ss.'::‘...• Wia: :,iskt.T.:: Impervious Roof Area(AC) :.41;i:ait".0::-::.: WW:k......4`..... ... ':r;...„ Iaps ervious Pavement Area(AC) ::11M-A-0, SitiV.O.:1 , ••.',---:a',.!g:.::0 WW..94.1 ;.....•;;.:Z::;k::..::',. .:,.::]:i.:::.:::::::::::,::,:::::•::::,:.,...,:::::,,,.:::::::,..:;:::ff,,,:,:::::,..,,::::.,,,.:-.:.:•:::-:::::::::-,..::::,:,,,:,..,,:::,,,,:::,,,.::.,::::::::,:::::::::,,,::,:::::,::::::.:-..,::::.:::::,,,:::::::,.,:::::::::::::-:::::::,,,,:,:::::::::::,::::::;,:,:;::::::,.,.,:::::::,:::::,:::::::::::::::::::::::,:,:::::::::,::::;::::::.::: :::,::::::::::::::.:::::::,:::::::::::::,:::::::,,,.,:,:,:::,:,.::::::::::,::;:;.:,.,:,::::::::::i,:,:,::::::::::.::::: ::,,.:::ff,:: Type of Use tenieggii: .„:Algani: ...';',:kigtV4X: s'WM.V:114:5 Total Area(AC) .ig:'..se.V:RE: -•-t.t4MAZ Impervious Roof Arca(AC) • Impervious Pavement Area(AC) ,...4..A:-:•;...z,....1._:::• 'nii:alk .,.,...,...._..... , - -"t!. ,..rigiMg.t.s. Type of Use ,...ha.,ktg -.5. Vai ..."..: ....5.`m.•.:.:-' ••*-....N1.:''';.' Total Area(AC) .§Zini;:teVig $'.'i.r*MI:iira x,...'.**S",<Nra k,-*4•''',4'..M :n5§Kii.44 Impervious Roof Area(AC) Ini. ous Pavement Area(AC) ate.a."0 .gp.o4t,,,:.. ,,,,,,,; ..., *.: -.,•...ma..s. ,,...,‘,.m.Aiifa3 Type of Use .t::N:V.I:ViiKii .. . . ...,...,.:#=:.:••,:. ::-....s.71:.OW Total Arca(AC) VIRS?::.W..":.: '.. ..E4.s*:'.. -.... Impervious Roof Area(AC) ''.-Z.::::::MI:WK:i ::::•:.,:nur.T.,..3:$ f.'.7:r.k.:.`•..*. Tisil" '''' k":41:4‘ost' .... .,....4•AW:b. Impervious Pavement Area(AC) -1.:MM:?.:::.A.:.:.." ::::.:::::ms:: :::,:: ...::,,§tatl, . i .....:::..... : i:::i i. ..7-i.::: E:-:.::--i::::::::.i--i :; i .-:.':- _--- 1.. : ; ]-',.•:.:.:;::': .,.::_.:.:.;:; -::1.-: :-.:::::;::•:.E.:2:::]:::,..:.: ifii.:.-M..:iiMi..::M]ni.MM.-:M::0: i::i::0:: :::ii..:::::.':::::.:.i..i::0:i::i.iiiMT:ilg'..0::.::] Pervious Ar Atailtitp“Ofiairi,:::: ::::::'1'.:::i:•:::-:i'..'.1:i'::::::i::•i:i':::i i i.:I.::::.1 i i::''1:1i.i..i':•":'i i.:::,:::..'•i':'::i.:E'..i"i':-.' i':i::.V::':'.,*:09g::::Vpi:i :M:":p.i'i':i;ii':r: .:i:::::::::;:.iiiMi..:El:.!..:::::.%ipi::::M:;':;ME:iiMiaMi.:i:::MMI -ake coiniolE-friiiniviiiiin.,,,,panic •.. .H-H:.:HH1:H••:;Hi;.............................................................................................................................................................................................................................................................................................. Lake Bank (Acres) 260 :;:.'d.i•:.•:I:.:1:;:ii:E*, ..&-'iignkiiM: -s••liMi..0 VM::.:..--s.:. Residential Open(Acres) N/A i::§*ig-i,iii:::,..i*itiii:i ::•IiiENOM -"''.'4.'.'1.&::::' Miig:'::::M.: '''..::alk,Vt.. ..!....!..1.!=v;Irti ...:71:!, ,•••""•\ Right of Way Open(Acres) N/A iii:..§::..::4':.*i§ii.i::i;% ::':,.:3MK:i:Kii**. '.t....".M.'.-i•...... aiiiii;:giii.Wi X:N' .i.ii:::i RIMe:::- :i •."Mig:0-, *it:N.iiiMII,...T.IiIi.... Top ri Bank fa mini-mini Edge of Road ...:...:,:..........::::.h iH,.. ::::: ;.............:ii-.--;::ii...H-:,-i-- i,i.i,i•::i:::::i:i..-iH:i-:. ,i,:ii,'. .]:::*ihii:-.•-,- ,:i. ::,i,................................................................................................ Lake Bank (Acres) N/A i::;.:.:M:-..M.;:.:::::I:: :: iif.ii,i,ig:SMIRO Miii.:ragi;::‘;..*::i ''.Fia.waaaa . ()pen 3.20OV.MIIIIIM. . -A,.qh nt.WAW: isi:::go.vm.: op. :-..a.2.11111111111'§M.. A'*ir.,6'...i...M.',..$.1 .A,•.-;,,-.:4:11:,::! 4'ziROWV: WM.i:::.,•:', '..*ifi§ii'§a anii3M:-R Oginfai.: .-z:zleVM,.t.:. §,Ma::•:'-,:::::' Mitt Edge of Road to 2nd Break . .....:....,.,-------........ .. .......•:,.:,•.-*-::----::,::.-....:.•.---•:-i::::::.-,-,---:-.:- ::i::-,::-:----i:.,-:::.:.---:::•:-.--:-.--------:::---,.--:,....<::::::::::,:,-.:-:.:::::,-,--.:::::::-.-......:--:,---.---::-::,:::::::,::-...:-.:-----•.-...... Lake Bank (Acres) N/A i: *'- 'ii..f.: :IN 1?..i;1 ..e.g.w.g. Open 5.60'i§'iiiiaiWf:. • .:::•XiK, -' :7:444:.'P :•i':Iii-f::W•l:RM. ..,.-Va*:-',..- ':I..., ,. ...''i.-fct".` ()pen ..::::: :::ii-Y.Ii*:::Iiiii-:.*:.i., :::::::i:::::i:::::::a....;;; Open :i:§i:R.:.iiiiiiiiiiii:.:;iiiii IffigiiVgiii., isa.. .:,.i:k:-' .---.....--..4 t.p %O.,_ .i:• ;..-: : . 2nd Break to Finish Floor : .'.-............................ ...........• ,:-,:-,---:-----------H:: :-,-,----:----:---,----:,-------:-•-,:------.------11-:---........-----:--:- -:---, ------------'---.-:---- .....•. --••:----------------- Lake Bank (Acres) N/A:.:.:• ,:M::i :taka:.::ta: igataiiM iigalfa:& '._.....„OW.A. ()pen 540-iMiNMb iSIMeni 3.1.:**.l':'..-...:g AS:iigiNiii. W•ARI;;IP • '''' • . ()pen ',.0:1V:5•:P.:i:?-is §..?-::.."-e.-M:Sii.l.:::: ,—.• VIM :s::,•••::.w.wm V.C.-CtIV.:', ii.?,«:•:;.?.ftfitSi: ______•--- .....sxv". 4.1-.4.444:9.ii. Open i:PN:-....0.: :i.i:.,:i,iiii5,;-0:::.. ...,...::•.' .z ', Miiiiiggslif.ii.a. it:ggarvis,;* . . ....."... ... . ....................... .. ... .. .„............ ..........,.....—......,...„_„......":.,....---",..",.........„.... . . ........"___.................._ ......... - ... ......-----,--...,::::::::,,,,.........,,,,......::,.::::,.:::.::,:::::':,.::,,.::::....:.;.,-.....,:::::.:-::,,,,...::::.::...:...::,,:i::.....:::,:,..:.:.:::,,,,....,.,,,,,,,,...::::::-.,,,,,,,,,,,::::.,,,...,,,,,::::::,,,:::..•..:,,..: Tailwater Calculation lyr-10hr storm(iivlull 3•310.;i.ii.iffimi tiagom itoKtM1 REI :gl.L:.1 jese..W.C• . . . Minimum Finished-Floor Elevation •: :::.. .i:EH':::,........:-::...':...'................................................................................................................................................................................................................................... Peak Stage from ADICPR(NGVD) iili.§.agfti.ii?.:.: M.,'J.i:. ...M.- M-VEW ..:im:.i.g.::0::: (100 Yr,3 day,zero discharge) ::!:!:!:!.:!:!:!:!::.::!:!:!:!:!.:!:!:!:!::.:!:!:!:!:!:!:!:!&:!.:!:!:!:!.:!: !:!..t:!:!:!:!:!:!:!:!:!:!:!:!:!:!:•.:!:!:!:!.!:!:!:.!:.!:!:!:!:!:.!:!:!:!:!:!:!.:!:!:!:!:!:!:!:!:!:!.:!:!.:!:!!:!:!:!:.!:!:!:!:!:. FENIA Flood Zone Rood hazard Elevation(NGVD) X .• ..... . ..-.....-..... .......... ........._._............,:,::,::_:,::..,:,,,_-....,,,...-.........,:::.::.,::-.:::::.....i:::::::.:::::i,.,.::::::::..:.:..:.::: :::::. .:: .. . .::'• _.-::.•::::........:::::•:._::::::::',...:.::','• Minimum Roads EleVatkiii:: '-. • . .: . . .. ...:..... ... ..•••..: ....... -•--•• --------:-.•............... .... .....-.............;.....: :. ................ . ......... ..... . _... • Peak Stage from ADICPR(NGVD) Kffig::::El tOmogi W.t0.1ka limi..iMat kami....i3iig§.:z?, .--N 8n.,2003.2 N ROI'XLS Sheet 2 Input FL Lie tt LC r0001 70 i son i ler Project Collier Regional Medical Center '''''''N'''''''NProj.#: 03925-001-000 W.O.#: PZPAP r Calculated By: PGT/730 Date: 8/18/2003 New Directions In Planning, Design&Engineering Checked By: DPJ/1411 Date: 8/18/2003 DRAINAGE AREA:r DA1 I A.LAND USE SUMMARY *NOTE:All areas are in acres,variables in bold. Desired Minimum elevations 1. Lake Control Elevation= 9.00 NGVD(ft.) Conservation Control Elevation= 9.00 NGVD(ft.) 2. Lake top of bank 11.00 NGVD(ft.) 3. Minimum Edge of Road= 12.30 NGVD(ft.) 2nd Break Elev.= 12.80 NGVD(ft.) 4. Finished Floors= 13.80 NGVD(ft.) Impervious Area • Total Roof Pavement Type of Use Area % % Lake 7.8 7.8 0.0 0.0 100% 0% 0% Conservation 0.0 0.0 0.0 0.0 100% 0% 0% Lake Bank 2.6 0.0 0.0 0.0 0% 0% 0% Open 14.4 0.0 0.0 0.0 .. \ 0% 0% 0% Parking 14.2 14.2 0.0 14.2 100% 0% 100% Building 5.5 5.5 5.5 0.0 100% 100% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% 0.0 0.0 0.0 0.0 0% 0% 0% TOTALS 44.5 27.5 5.5 14.2 8/21/2003-125255v1 I FL Lic.N LC C000170 :,leer I DA1 A ■ Project Collier Regional Medical Center -- isonN1l11er Proj.#: 03925-001-000 W.O.#: PZPAP r. Calculated By: PGT/730 Date: 8/18/2003 New Directions In.Planning, Design&Engineering Checked By. DPJ/1411 Date: 8/18/2003 DRAINAGE AREA:r DA1 I TOTAL AREA BREAKDOWN(Acres) PAVEMENT AREA BREAKDOWN(Acres) Lake&Conserv.= 7.8 From Road To FF FF=5.5 NGVD(ft.) NGVD(ft.) Acres Pervious= 17.0 12.30 13.80 14.2 Pavement= 14.2 - Total= 44.5 TOTALS= 14.2 PERVIOUS AREA BREAKDOWN(Acres) From To LAKE RES. RAC/ NGVD(ft.) NGVD(ft.) 0.0, BANK OPEN OPEN TOTAL 9.00 11.00 .., 2 6 N/A NA 2.6 - 11.00 12.30 N A 3.2 f3.0 3.2 12.30 12.80 0.0 N . 5.6 :.1.0 5.6 12.80 13.80 fi 0 N/A 5.6 0.0 5.6 TOTALS= 0.0 2.6 14.4 0.0 17.0 1-day rainfall(100yr)= 10.5 Inches 1-day rainfall(25yr)= .7 Inches Q(Allowable)= 0.:. CFS/ACRE Soil compaction factor(i.e.25%) 25'!(. Pervious Area= Project Area-Impervious Area Pervious Arca= 44.5 - 27.5 ,•'="0., Pervious Area=l 17.0!Acres B.PEAK ALLOWABLE DISCHARGE Q(Allowable)= CFS/Acre *Project Area Q(Allowable)= 0.15 * 44.5 _ . Q(Allowable)=l 6.7 ICES C.WATER QUALITY STORAGE VOLUME 1.First Inch of Runoff Criteria: Water Quality Vol.= Project Area * 1 in.*(I11/l2in.) Water Quality Vol.= 44.5 * I in.*(111/l2in.) Water Quality Vol.=l 3.7 lAc-ft. 2.%Impervious Criteria: a)Site Area= Project Area-(Lake+Conservation)-Roof Site Area= 44.5 - 7.8 - 5.5 Site Area= 31.2 Acres b)Imp.Area= Site Area-Pervious Area Imp.Area= 31.2 - 17.0 Imp.Area= 14.2 Acres c)Vol. Stor.Req'd= 2.5 in.*(Ift/12in.)*(Imp.Area/Site Area)*(Project Area-Lake-Conserv.) Vol.Stor.Rcq'd= 2.5 in.*(I ft/12in.) * 0.5 * 36.7 Vol.Stor.Req'd=) 3.8 lAc-ft. • Therefore,calculation# 2 controls and a water quality volume of I3.8 IAc-ft must be detained on-site prior to discharge. .0...41` 5/21/2003-1252551:1 1 Al FL Lic.#LC C000170 Sheet 2 _,••\ �er Project Collier Regional Medical Center •• Pro #: 03925-001-000 RI.O.#: PZPAP , w Calculated By: PGT/730 Date: 8/18/2003 New Directions In Planning, Design&Engineering Checked By: DPJ/1411 Date: 8/18/2003 DRAINAGE AREA:I DA1 I 3.Maximum Daily Discharge: Criteria: 1/2"per day Q(Bleed-Down) {(0.5in./24hrs.)*(1ft/12in.)*(43560sf/acre)*(Ihr/3600s)} *(Project Area-Lake) Q(Bleed-Down) 0.021 * 44.5 - 7.8 Q(Bleed-Down) 0.8 CFS 4.Type of Detention Area Actual Water Quality Volume Provided= 3.8 Ac-ft. -._ Water quality volume will starts at Control Elevation: 9.00 NGVD(ft.) D.STAGE-STORAGE ASSUMPTIONS: TOTAL AREA BREAKDOWN(Acres) PAVEMENT AREA BREAKDOWN(Acres) Lake&Conserv.= 7.8 From To FF= 5.5 NGVD(ft.) NGVD(ft.) Acres Pervious= 17.0 12.30 13.80 14.2 Pavement= 14.2 Total= 44.5 TOTALS= 14.2 PERVIOUS AREA BREAKDOWN(Acres) - • From To LAKE R/W NGVD(ft.) NGVD(ft.) 0_0 BANK OPEN OPEN TOTAL "....N 9.00 11.00 0.0 2.6 N/A N/A 2.6 11.00 12.30 0.0 N/A 3.2 0.0 3.2 12.30 12.80 0.0 N/A 5.6 0.0 5.6 12.80 13.80 0.0 N/A 5.6 0.0 5.6 TOTALS= 0.0 2.6 14.4 0.0 17.0 - • Storage=(A x d^2)/(2 x r) 5.6 19.8 2.6 5.5 Acres Acres Acres Acres i 13.80 1\ FF 3.2 LAKE WETLAND 12.80 Acres 7.8 0.0 -_ Edge of Road= 12.30 Acres Acres 11.00 9 9.00 /'*N 8/21/2003-125255v1 FL Lic.4 LC C000170 Sheet 3 DA1 .. . . WilsoA - Project Collier Regional Medical Center n filler Proj.#: 03925-001-000 01-000 W.O.#: PZPAP v Calculated By: PGT/730 Date: 8/18/2003 New Directions In Planning, Design&Engineering Checked By: DPJ/1411 Date: 8/18/2003 DRAINAGE AREA:I DA1 E.STAGE-STORAGE CURVE STORAGE STAGE Area Lake Conserv. Pervious Pavement TOTAL NGVD(ft.) Acres Ac ft. Ac ft. Ac ft. Ac ft. Ac ft. 9.00 7.80 0.0 0.0 0.0 0.0 0.0 9.67 8.67 5.2 0.0 0.9 0.0 6.1 10.34 9.54 10.4 0.0 1.8 0.0 12.2 11.00 10.40 15.6 0.0 2.6 0.0 18.2 11.43 11.47 19.0 0.0 4.4 0.0 23.4 11.86 12.54 22.4 0.0 6.2 0.0 28.6 12.30 13.60 25.7 0.0 8.1 0.0 33.8 12.47 20.20 27.0 0.0 9.5 1.2 37.7 12.64 26.80 28.3 0.0 10.9 2.4 41.6 12.80 33.40 29.6 0.0 12.4 3.6 45.6 13.13 35.27 32.2 0.0 17.1 8.3 57.7 13.46 37.14 34.8 0.0 21.8 13.0 69.8 13.80 39.00 37.4 0.0 26.6 17.8 81.8 TOTAL AREA= 44.50 90.0 80.0 ��i��=mss_W -a- W 70.0 s==s-oc�s sass: ==s_�=a sss=-___ssl-sso_. Q60.0 ME-3 .s =_ mm 50.0 a__=s==_ �s sss.'r=as=- Lssss _!�._�� - =s C9 40.0 -=iiW. M: _ 30.0 "M.---==-----"=•----1====--- 13 , --- -- O _ _a mm�s:ssss= _ I- 20.0 _= ====== -a=,� _ rn 10.0 -__. a 'ssssssMss=s =?�.'s>�= :- O h- V' O co (0 O N- v O co co 0 O co co O �t co r•) 't (O a) .-- 'a cc) O a) O •- (N (N (N (N COCO cO STAGE(NGVD,ft.) 8/21/2003-125255v1 1>A1 Fl.Lic #l('C00170 :;heet4 � ,� � Project Collier Regional Medical Center WilsonMiller Proj.Project 03925-001-000 WO• : PZP� Calculated By: PGT/730 Date: 8/18/2003 New Directions In Planning,Design&Engineering Checked By: DPJ/1411 Date: 8/18/2003 DRAINAGE AREA:I DAI El.TAILWATER CALCULATION 10 yr-1 hr storm= 3.3 C-factor Area Lake&Conserv. 1 7.8 FF 0.9 5.5 Pervious 0.2 17.0 Pavement 0.9 14.2 C-Weighted Avg.. Total 44.5 0.65 Drainage Area= 44.5 Volume of run-off= l0yr-I hr storm x Basin Area x C x 1/12 - - = 7.95 Stage(ft-NGVD) Storage(ac-ft) 9.00 0.00 11.00 18.20 Interpolate from stage storage=I 9.87INGVD F.SOIL STORAGE Depth to Water Table= 3.00 ft. Soil Storage for pervious areas=Sd= 4.95 Inches From SFWMD;Basis for Review,Volume IV S= Site-Wide Soil Storage - . S= Sd*(Pervious Area/Project Area) S= 5.0 ` 17.0 / 44.5 S=' 1.91I Inches GI. MINIMUM FINISHED FLOOR ELEVATION 1.Peak Stage from ADICPR(100-year,3-day,zero discharge): Peak Stage= OS: NGVD(ft.) - - 2.FEMA Flood Zone: 0.t; The flood hazard elevation is: X 3. 100-year.3-day,zero discharge calculations(SCS method) I-day rainfall= 10.8 Inches 3-day rainfall- 1-day rainfall* 1.359 3-day rainfall= 10.8 ` 1.359 3-day rainfall= 14.7 Inches Inches of Runoff= (P-0.2S)^2/(P+0.8S) Inches of Runoff- 12.6 Inches Volume of Runoff= (1ft/12in.)*(Inches of Runoff)*(Project Area) Volume of Runoff= Ift/12in. ` 12.6 ` 44.5 Volume of Runoff=` 46,7IAc-It. .0` \ Stace(ft-NGVC Storage(ac-ft) Therefore,using the stage storage curve a minimum finished floor elevation will be equal to or greater than 12.8INGVD(ft.) 12.80 45.60 13.80 81.80 8/21/2003-125255v1 :;beet S I�AI FL 1.lc h L('x' 170 • • Project Collier Regional Medical Center WilsOnMiller Proj.#: 03925-001-000 W.O.#: PZPAP Calculated By. POT/730 Date: 8/18/2003 New Directions In Planning,Design&Engineering Checked By: DPJ/1411 Date: 8/18/2003 DRAINAGE AREA:T DA1 G2.MINIMUM ROADS ELEVATION _ . 1.Peak Stage from ADICPR(25-year,3-day): Peak Stage= 0.f) NGVD(ft.) 2.25-year,3-day,zero discharge calculations(SCS method) 1-day rainfall= * Inches 3-day rainfall= 1-day rainfall* 1.359 3-day rainfall= 8.7 * 1.359 3-day rainfall= 11.82 Inches Inches of Runoff= (P-0.2Sy2/(P+0.8S) Inches of Runoff= 9.8 Inches Volume of Runoff= (1 ft/12in.)*(Inches of Runoff)*(Project Area)-(Bleed-down 3-Day Volume Allowed in Ac-Ft) Volume of Runoff= 9.8 * 1'/12" * 44.5 - 4.8 Volume of Runoff=1;:: 313IAc-ft. Therefore,using the stage storage curve a minimum road elevation Stage(ft-NGVD Storage(ac-ft) will be approximately: 't31 INGVD(ft.) 11.00 18.20 12.30 33.80 H.PERCENT DIRECTLY CONNECTED IMPERVIOUS AREA(DCIA) %DCIA= Impervious Area/Project Area %DCIA= 27.5 / 44.5 %DCIA=1. 62% I I.CURVE NUMBER FOR PERVIOUS AREA CN= 1000/(10+Sd) CN= 1000 / 10' + 5.0 CN=I fi7 I • J.DISCIIARGE STRUCTURE 1.Bleed-Down Device • At elevation= 9.0 NGVD(ft.) Q(Bleed-Down)=t 0,8 ICES • 2.Overflow Device Actual Water Quality Volume Provided= 3.8 Ac-ft. overflow will be equal to or greater than I 9.4INGVD(ft.) Q(Overflow)= Q(Allowable)-Q(Bleed-Down) Q(Overtlow)= 6.7 - 0.8 Q(Overflow)=I 5.9 ICES NOTE:The exact discharge devices will be sized in the following section,Stormwater Flood Routing. K STORMWATER FLOOD ROUTING 1.Flood routing for the system is accomplished through the use of Santa Barbara Urban Hydrograph method to generate the runoff hydrographs and through the Advance Interconnected Pond routing Mode ,\ (Singhofen)for multiple pond routing. The following pages are the input and output for this drainage area. 8/2112003-125255v1 Sheet 6 DA1 FL Lic.#LC 0000170 Collier Regional Medical Center "5 Year 3-day Storm nput Report -_= Basins =....._____ . ._.. _ _ _ _ _ Name: DA1 Node: DA1 Status: Onsite Group: BASE Type: Santa Barbara Rainfall File: SFWMD72 Storm Duration(hrs) : 72.00 Rainfall Amount(in): 11.700 Time of Conc(min) : 25.00 Area(ac): 44.50 Time Shift(hrs): 0.00 Curve Number: 67.00 Time Increment(min): 5.00 DCIA(%): 62.00 Max Allowable Q(cfs) : 999999.000 = ._= Nodes ====----------- __ Name: CANAL Base Flow(cfs) : 0.000 Init Stage(ft): 8.200 Group: BASE Warn Stage(ft): 8.200 Type: Time/Stage Time(hrs) Stage(ft) • 0.00 8.200 100.00 8.200 200.00 8.200 300.00 8.200 408.00 8.200 Name: DA1 Base Flow(cfs) : 0.000 Init Stage(ft): 9.000 Group: BASE Warn Stage(ft) : 13.800 Type: Stage/Area . /....„, Stage(ft) Area(ac) 9.000 7.8000 11.000 10.4000 12.300 13.6000 12.500 23.4000 12.800 33.4000 13.000 34.3400 13.500 37.1500 13.800 39.0000 -=._= Cross Sections ..__......._:_'_`_•'__=====s==_==.='= =.=.=_.- � _- -- =a_.= Operating Tables ...... '__•...____._-___-.___.__________ ________..__. Name: Group: BASE Type: Top Clip -Function: Time vs. Depth of Clip Time(hrs) Clip Depth(in) -'-_ ==.Pipes =_____. =========.====__ --_--- _ _ _ Name: From Node: Length(ft) : 0.00 Group: BASE To Node: Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Flow: Both Geometry: Circular Circular Entrance Loss Coef: 0.00 Rise �1 (in): 0.00 0.00 Exit Loss Coef: 0.00 Rise (in): 0.00 0.00 Invert(ft): 0.000 0.000 Bend Loss Coef: 0.00 Mannings N. 0.000000 0.000000 Outlet Ctrl Spec: Use dc or tw � C2002 Streamline"Technologies.Inc. Page 1 of 3 Interconnected Channel and Pond Routing I\4ode1(ICPR) � ' Collier Regional Medical Center 3,5 Year 3-day Storm nput Report 1 lip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot. Clip(in): 0.000 0.000 Stabilizer Option: None Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Dwnstream FHWA Inlet Edge Description: ircular Concrete: Square edge w/ headwall • __= Channels =_____ -_= ._ _ ___ _= Drop Strcutures Name: CS-1 From Node: DA1 Length(ft): 90.00 Group: BASE To Node: CANAL Count: 1 UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 48.00 48.00 Flow: Both Rise(in): 48.00 48.00 Entrance Loss Coef: 0.500 Invert(ft): 3.500 3.500 Exit Loss Coef: 0.000 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw -Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip(in): 0.000 0.000 Solution Incs: 10 ?stream FHWA Inlet Edge Description: ircular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall •• Weir 1 of 2 for Drop Structure CS-1 ••• TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: Both Weir Disc Coef: 3.130 Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft) : 9.000 Rise(in): 3.00 Control Elev(ft) : 9.000 •• Weir 2 of 2 for Drop Structure CS-1 ••• TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in): 0.000 Flow: Both Weir Disc Coef: 3.000 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in): 6.00 Invert(ft) : 9.500 Rise(in): 999999.00 Control Elev(ft) : 9.000 =n.= Weirs =-.=....."=""-'- -_ Name: From Node: Group: BASE To Node: Flow: Both Count: 1 Type: Horizontal Geometry: Circular Span(in) : 0.00 Rise(in) : 0.00 Invert(ft) : 0.000 Control Elevation(ft) : 0.000 TABLE Bottom Clip(in) : 0.000 Top Clip(in) : 0.000 ,0...„, Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Interconnected Channel and Pond Routing Model(ICPR) (02002 Streamline Technologies, Inc. Page 2 of 3 'Collier Regional Medical Center ^•5 Year 3-day Storm input Report = __= Bridges __= Breaches =_ _ __' .________'____________ Rating Curves =_____ __. Hydrology Simulations =____ . Name: HMA100 Filename: Q:\03925\25yr.R32 Override Defaults: Yes Storm Duration(hrs) : 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 11.80 ime(hrs) Print Inc(min) 6.000 60.00 72.000 30.00 700.000 60.00 Routing Simulations ======._.___ _-•____"____________..._________________...... Name: HMA25 Hydrology Sim: HMA100 Filename: Q:\03925\HMA25.ICP Execute: Yes Restart: No Patch: No ,._..ernative: No Max Delta Z(ft) : 1.00 Delta Z Factor: 0.00500 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 End Time(hrs): 700.00 Min Calc Time(sec) : 0.5000Max Calc Time(sec): 60.0000 • Boundary Stages: Boundary Flows: .ime(hrs) Print Inc(min) 56.000 60.000 "2.000 30.000 )0.000 240.000 -Group Run BASE Yes Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 3 of 3 • • Collier Regional Medical Center 75 Year 3-day Storm ode Min/Max Report Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs CANAL BASE HMA25 0.00 8.200 8.200 0.0000 0 68.05 6.393 0.00 0.000 DA1 BASE HMA25 68.05 12.017 13.800 0.0050 562121 60.00 168.538 68.05 6.393 • Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 • Collier Regional Medical Center .15 Year 3-day Storm ink Min/Max Report Max Time Max Max Max Time Max Max Time Max """1 Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft CS-1 BASE HMA25 68.05 6.393 0.014 68.05 12.017 0.00 8.200 • • • • Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Collier Regional Medical Center )0 Year 3-day Storm - Zero Discharge iput Report .== Basins ==___ _ __ _ ____ Name: DA1 Node: DA1 Status: Onsite Group: BASE Type: Santa Barbara Rainfall File: SFWMD72 Storm Duration(hrs): 72.00 Rainfall Amount(in): 14.700 Time of Conc(min): 25.00 Area(ac): 44.50 Time Shift(hrs): 0.00 Curve Number: 67.00 Time Increment(min): 5.00 DCIA(%): 62.00 Max Allowable Q(cfs): 999999.000 ,.= Nodes ___'____ ___________________________•__'__ Name: CANAL Base Flow(cfs) : 0.000 Init Stage(ft) : 8.200 Group: BASE Warn Stage(ft) : 8.200 Type: Time/Stage Time(hrs) Stage(ft) 0.00 8.200 100.00 8.200 200.00 8.200 300.00 8.200 408.00 8.200 Name: DA1 Base Flow(cfs) : 0.000 Wnit Stage(ft): 00 art Stage(ft): 13.8000 Group: BASE Type: Stage/Area /''`N . Stage(ft) Area(ac) 9.000 7.8000 11.000 10.4000 12.300 13.6000 12.500 23.4000 12.800 33.4000 • 13.000 34.3400 13.500 37.1500 13.800 39.0000 =...Cross=Sections =____________________•____.__..__._.__`__.................._.....___" .... = Operating Tables ==•............ ......<._......________._.............__ Name: Group: BASE Type: Top Clip -Function: Time vs. Depth of Clip Time(hrs) Clip Depth(in) =.....pipes...==`___•_ ____________________________... ___ __________....._...._ .. Name: From Node: Length(ft): 0.00 Group: BASE To Node: Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both ,m,Span(in) : 0.00 0.00 Entrance Loss Coef: 0.00 ' \Rise(in): 0.00 0.00 Exit Loss Coef: 0.00 vert(ft) : 0.000 0.000 Bend Loss Coef: 0.00 Manning's N: 0.000000 0.000000 Outlet Ctrl Spec: Use dc or tw Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 3 Collier Regional Medical Center •710 Year 3-day Storm - Zero Discharge iput Report .lip(in): 0.000 0.000 Inlet Ctrl Spec: Use do ' lot Clip(in): 0.000 0.000 Stabilizer Option: None upstream FHWA Inlet Edge Description: '.rcular Concrete: Square edge w/ headwall ,wnstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall �..= Channels = _ ----------- ---- •-= Drop`Strcutures - _ -== s¢c-= Name: CS-1 From Node: DA1 Length(ft): 90.00 Group: BASE To Node: CANAL Count: 1 , UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance Geometry: Circular Circular Solution Algorithm: Automatic Span(in): 48.00 48.00 Flow: Both Rise(in) : 48.00 48.00 Entrance Loss Coef: 0.500 Invert(ft): 3.500 3.500 Exit Loss Coef: 0.000 _ Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use do Bot Clip(in): 0.000 0.000 Solution Incs: 10 ,stream FHWA Inlet Edge Description: rcular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall /"*.\ •** Weir 1 of 2 for Drop Structure CS-1 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: None Weir Disc Coef: 3.130 .., Geometry: Circular Orifice Disc Coef: 0.600 Span(in): 3.00 Invert(ft) : 9.000 Rise(in): 3.00 Control Elev(ft) : 9.000 . * Weir 2 of 2 for Drop Structure CS-1 *** TABLE Count: 1 Bottom Clip(in) : 0.000 Type: Vertical: Mavis Top Clip(in) : 0.000 Flow: None Weir Disc Coef: 3.000 Geometry: Rectangular Orifice Disc Coef: 0.600 Span(in) : 8.00 Invert(ft) r 9.800 Rise(in) : 999999.00 Control Elev(ft) : 9.000 .... weirs=.....===._===-=e=.= ......."...=n== ==._====.s== ........... -a .=. _..-===.=a=L Name: From Node: Group: BASE To Node: Flow: Both Count: 1 Type: Horizontal Geometry: Circular Span(in) : 0.00 Rise(in): 0.00 Invert(ft) : 0.000 Control Elevation(ft) : 0.000 TABLE Bottom Clip(in): 0.000 Top Clip(in): 0.000 _/'*.N Weir Discharge Coef: 3.200 Orifice Discharge Coef: 0.600 Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 2 of 3 Collier Regional Medical Center 100 Year 3-day Storm - Zero Discharge input Report ..= Bridges _= Breaches ---- •--- • ---• === Rating Curves - _ Hydrology Simulations ___ ______________ ______________ -------=======--. Name: hma100yr Filename: Q:\03925\100yr\hmal00yr.R42 Override Defaults: Yes Storm Duration(hrs): 72.00 Rainfall File: Sfwmd72 Rainfall Amount(in): 14.70 , T}me(hrs) Print Inc(min) 6.000 60.00 -.2.000 30.00 700.000 60.00 Routing Simulations ===-_'____====----===___......_'________'__ - ....... Name: HMA100r Hydrology Sim: hma100yr .... Filename: Q:\03925\100yr\HMA100r.ICP Execute: Yes Restart: No Patch: No Alternative: No Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500 ' Time Step Optimizer: 10.000 Start Time(hrs) : 0.000 End Time(hrs) : 700.00 .— Min Calc Time(sec) : 0.5000 Max Calc Time(sec): 60.0000 Boundary Stages: Boundary Flows: i.me(hrs) Print Inc(min) 56.000 60.000 7 .000 30.000 )0.000 240.000 -:oup Run BASE Yes Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 3 Collier Regional Medical Center 100 Year 3-day Storm - Zero Discharge ink Min/Max Report Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft CS-1 BASE HMA100r 0.00 0.000 0.000 78.01 12.851 0.00 8.200 • • Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies, Inc. Page 1 of 1 Collier Regional Medical Center 100 Year 3-day Storm - Zero Discharge Ink Min/Max Report Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft CS-1 BASE HMA100r 0.00 0.000 0.000 78.01 12.851 0.00 8.200 • ---------- Page 1 of 1 Interconnected Channel and Pond Routing Model(ICPR) c)2002 Streamline Technologies, Inc. -14 n r/�j. r', ,tor. STATEMENT OF UTILITY PROVISIONS FOR STANDARD REZONE REQUEST 1. NAME OF APPLICANT: Collier HMA, Inc. 2 . MAILING ADDRESS: 5811 Pelican Bay Boulevard, Suite 500 CITY Naples STATE FL ZIP 34108 3 . ADDRESS OF SUBJECT PROPERTY (IF AVAILABLE): See Attached Location Map 4. LEGAL DESCRIPTION: Section: 23 Township: 50S Range: 26E Lot: Block: Subdivision: Plat Book Page #: Property I.D.#: Metes & Bounds Description: See attached legal description 5 . TYPE OF SEWAGE DISPOSAL TO BE PROVIDED (Check applicable system): a. COUNTY UTILITY SYSTEM b. CITY UTILITY SYSTEM ❑ c. FRANCHISED UTILITY SYSTEM ❑ PROVIDE NAME PACKAGE TREATMENT PLANT ❑ (GPD capacity) a. SEPTIC SYSTEM ❑ 6 . TYPE OF WATER SERVICE TO BE PROVIDED: a. COUNTY UTILITY SYSTEM b. CITY UTILITY SYSTEM ❑ c. FRANCHISED UTILITY SYSTEM ❑ PROVIDE NAME d. PRIVATE SYSTEM (WELL) ❑ 825!2001 120705 Ver 011•PT,otee cweee 03925-001-000-PPUD-27410 7. TOTAL POPULATION TO BE SERVED: N/A i-� 8. PEAK AND AVERAGE DAILY DEMANDS: A. WATER-PEAK 81.1 (GPM) AVERAGE DAILY 64,900 (GPD) B. SEWER-PEAK 81.9 (GPM) AVERAGE DAILY 118,000 (GPD) 9 . IF PROPOSING TO BE CONNECTED TO COLLIER COUNTY REGIONAL WATER SYSTEM,PLEASE PROVIDE THE DATE SERVICE IS EXPECTED TO BE REQUIRED: N/A 10 . NARRATIVE STATEMENT: The sanitary sewer improvements proposed with this rezone application will be connected to the Collier County Public Utility system. COLLIER COUNTY UTILITY DEDICATION STATEMENT: All water and sewer improvements for this project will be private or conveyed to Collier County Public Utility system. 12. STATEMENT OF AVAILABILITY CAPACITY FROM OTHER PROVIDERS: Unless waived or otherwise provided for at the pre-application meeting,if the project is to receive sewer or potable water services from any provider other than the County, a statement from that provider indicating that there is adequate capacity to serve the - project shall be provided. Letter to be provided upon receipt. .n 6/25/2003-126705 Ver Ot!-PTrotlle Gw7 03925001-000•PPUD 27410