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Agenda 07/11/2017 Item # 8A
07/11/2017 EXECUTIVE SUMMARY This item requires that all participants be sworn in and ex-parte disclosure be provided by Commission members. Judith S. Palay and 92 other property owners within the Cocohatchee Bay Neighborhood Communities, filed an appeal to the Board of Zoning Appeals of the administrative approval of building separations, building widths, building dwelling units, and building heights in the Site Development Plan Amendment SDPA-PL20160002242 for Kalea Bay aka Kinsale Condominium Phases II-VI. The subject property is located at the northwest and northeast corners of Wiggins Pass Road and Vanderbilt Drive in Sections 8, 16, 17 and 20, Township 48 South and Range 25 East, in Collier County, Florida. [PL20170002165] OBJECTIVE: The objective of Appellant’s request is to seek reversal of the approval of Site Development Plan amendment SDP- PL20160002242 for Kalea Bay aka Kinsale Condominium Phases II-VI. In this case, the Board of County Commissioners (Board) is sitting as the BZA to review the record of action and to determine if any part of the administrative decision was inconsistent with existing Land Development Code, approved Settlement Agreement and Cocohatchee Bay PUD. The appeal process is focused specifically on the claims raised by the Appella nt as they relate to the approval of the Site Development Plan Amendment (SDPA) by staff. The issues here are whether the approval of the SDPA, as rendered by the Growth Management Department (the administrative decision) was consistent with the existing Land Development Code, approved Settlement Agreement and Cocohatchee Bay PUD. Should the BZA determine that the Site Development Plan Amendment approval is contrary to the Land Development Code, approved Settlement Agreement or Cocohatchee Bay PUD, the Board may overturn the administrative decision to approve the Site Development Plan Amendment. Should the Board find none of the above, the Board shall accept the administrative approval of the Plan. CONSIDERATIONS: Background Kalea Bay (Cocohatchee Bay PUD) is a multi-family residential development located on Vanderbilt Drive, north of Wiggins Pass Road, which consists of five proposed residential towers with attached structured parking, with an accessory clubhouse, guest cottages, a maintenance facility, golf course and other recreational uses. The property was approved for the Planned Unit Development (PUD) zoning designation by Ord. 00-88 on December 12, 2000. In 2005, a PUD Amendment was denied and the Appellant filed a lawsuit including a Bert Harris Act Claim (Case No. 05-967-CA). A Settlement Agreement (Attachment “C”) was approved by the Board of County Commissioners (Board) on June 9, 2008, and was contingent on the approval of three Site Development Plans (SDP) for the project. The SDPs (hereinafter “Settlement SDPs) associated with the Settlement Agreement include: •AR-5282, Kinsale Golf Course: Golf Course primarily on the east side of Vanderbilt Beach Road (approved 6/10/08). This SDP is not the subject of the appeal. •AR-5283, Kinsale Condominium Phase I: Tower one and accessory Clubhouse, recreation area and Guest Cottages on the west side of Vanderbilt Beach Road (approved 6/10/08). This SDP is not the subject of the appeal. This building including height and width is 07/11/2017 substantially completed, and virtually identical to the buildings under appeal. •AR-5284, Kinsale Condominium Phase II-VI: Towers two through five and accessory boardwalk on the west side of Vanderbilt Beach Road (approved 6/11/08). The amendment to this SDP is under appeal. The Appeal On May 11, 2017, site development plan amendment SDPA-PL20160002242 for Kalea Bay aka Kinsale Condominium Phases II-VI was issued an approval letter (Attachment “A”) by the Growth Management Department regarding buildings two, three and five for a total of 342 units, known as Kalea Bay, Phase two, with building four identified as future phase requiring a separate SDPA for approval of the 128 residential units remaining for development. This SPDA amended the SDP identified as AR-5284 Kinsale Condominium Phase II-VI noted above. On June 7, 2017, ADA-PL20170002165 (Attachment “B”), which appeals the administrative decision of site development plan amendment SDPA-PL20160002242 for Kalea Bay aka Kinsale Condominium Phases II-VI approval, was submitted by Attorney Ralph Brooks on behalf of Judith S. Palay and 92 other property owners within the Cocohatchee Bay neighborhood. Within the appeal application, the Appellants are, “requesting that the Board reverse the: 1. Administrative reduction in building separation; 2. Administrative increase in building widths; 3. Administrative approval of additional dwelling units; and 4. Administrative increase in overall building height. Please note that numerous changes have been made to the Site Development Plan for Kalea Bay aka Kinsale Condominium Phases II-VI such as parking lot location and configuration, location of tennis courts, location of manager’s quarters, etc. but, the above 4 issues are the only changes cited in the appeal. Each one of the Appellant’s claims will be addressed on an individual basis below. APPELLANT’S CLAIMS: 1. BUILDING SEPARATION Appellant states: The Cocohatchee Bay PUD, approved December 12, 2000, contains a Development Standards table (Exhibit 1 p 2375) with the formula for determining “distance between principal structures” (0.5 SBH *fn3) referencing a *footnote 3: “Where buildings with a common architectural theme are angled, skewed or offset from one another, and walls are not parallel to one another, the setbacks can be administratively reduced.” The formula 0.5 SBH means that the distance between buildings should be one- half the sum of the buildings’ height (200’ + 200’ = 400’ divided by 2 = 200’). Therefore, the distance between two buildings 200’ in height should be 200’. Footnote 3 should be applied reasonably, and should not be used to drastically and significantly reduce setbacks, especially when buildings were made 50’ wider than shown in the PUD. (See Issue 3 below). Taken to the extreme, 07/11/2017 footnote 3 should not be used to eliminate the requirements for building separation with no limit to the amount of administrative reduction. Typically, administrative reductions might involve a few feet or small percent but not drastic, significant reductions that will have an observable negative impact on our community forever. The staffs’ unlimited interpretation of footnote 3 allowed Kalea Bay building separations to be reduced from the 200’ required by code to 153’, 126’, 127’ between buildings and reduced the setback from the lake to 431’. We have also highlighted a portion of a quote from the “CCPC SUMMARY OF COCOHATCHEE BERT HARRIS REVIEW” (Exhibit 7C) which is part of the Executive Summary dated April 22, 2008. It states, “However, as a result of the language in the PUD, the CCPC recommended that reference to building separation be removed from the Settlement Agreement and the applicants rely upon the interpretation of the PUD with the understanding that the separations would not be less than those shown on the SDPs reviewed by the CCPC.” If you allow the widths of buildings 2-5 to be increased 50 feet (our 3rd ISSUE), building separations will be “less than those shown on the SDPs reviewed by the CCPC.” Staff’s response: The Development Standards approved for this development are contained in Section 3.5, Table I, of the approved Settlement Agreement (OR 4368; PG 2345-2441). The required distance between principal structures is identified as 0.5 Sum of Building Heights (200’ + 200’ *0.5 = 200 feet) or as approved, with footnote 3. The footnote states: “Where buildings with a common architectural theme are angled, skewed or offset from one another, and walls are not parallel to one another, the setbacks can be administratively reduced.” It has been staff’s interpretation for decades that the reduction in building separation can be reduced from 200 feet and that reduction is not limited. A staff generated memorandum regarding the application of footnote 3 is attached as Attachment “D”. Within the memorandum, staff highlights the other times in which the common architectural theme setback reduction has been utilized. The below table provides for a comparison of the Settlement SDPs and the Amended SDPs regarding building separation. Settlement SDPs Amended SDPs Difference Bldgs. 1 & 2 Separation 153 109 ‐44 Bldgs. 2 & 3 Separation 126 165 39 Bldgs. 3 & 4 Separation 127 100.26 ‐27 Bldgs. 4 & 5 Separation 341 106 ‐235 As shown in the chart, the Settlement SDP’s, AR-5284, AR-5283, AR-5282, approved as part of the Settlement Agreement reduced three of the building separations below the code-required 200 foot separation, ranging from 126 to 153 feet. The Site Development Plan Amendment (SDPA- PL20160002242), which is subject of this appeal, provides for a further reduction to a minimum separation of 100.26 feet to 165 feet between towers. The common architectural theme language and building separation reduction was discussed by the Collier County Planning Commission (CCPC) during its review of the Settlement Agreement over the course of three meetings (12/13/2007, 1/11/2008 and 2/25/2008). The developer had proposed amending footnote 3 07/11/2017 to specify that the residential towers would never be closer than 100 feet, but the proposed language was removed by the CCPC, and the footnote language remains as approved in the original PUD Ordinance. During the CCPC hearings, when asked how much of a reduction could be administratively approved with the existing language of footnote 3, planning staff replied, “…the basic question is, is the reduction in setbacks or separation of structures limited by the PUD document? And the answer is no, the separation is unlimited. I can’t see any grounds in there for intent to reduce it a certain amount, or it would have been specified…There simply is nothing that limits the amount of reduction.” (Page 55 of CCPC January 11, 2008 Public Hearing, Attachment “E”). These issues were raised by the CCPC in its report to the BCC. The BCC approved the Settlement Agreement without further discussion. Based upon the factors identified, staff contends that the building separation provided for within the approved SDPA is in concert with the development standards contained in the Settlement Agreement, PUD, and consistent with the past application of such regulation. The table below identifies the present and historical application of the building setback reduction. Summary of Common Architectural Theme (CAT) Building Separation Setback Reductions Development Setback Required Setback Approved (utilizing CAT) Percent Reduction Water Park Place @ Pelican Bay (1/2 Bldg Height) 100 feet 25 feet 75% Sand Pointe @ Pelican Bay 20 feet 10 feet 50% Isle Verde @ Pelican Bay 20 feet 10 feet 50% Villa Cantana @ Pelican Bay 20 feet 10 feet 50% Vizcaya @ Pelican Bay 20 feet 10 feet 50% Bouganillas Condo @ Lago Verde Front: 35 feet Side: 25’ Rear: 35 feet Bldg Sep: 25’ 20 feet 15 feet 15 feet 10 feet 42% 40% 57% 60% Cordoba @ Lely Resort Front: 20 feet Side: 10 feet Bldg Sep: 10 feet 6.4 feet 3.1 feet 5.3 feet 68% 69% 47% Kalea Bay @ Cocohatchee Bay PUD (1/2 the sum of Bldg Heights) 200 feet 100 feet 50% 2. BUILDING WIDTHS Appellant states that the building widths are 50 feet wider than that shown on the BCC approved SDP’s. 07/11/2017 Staff’s response: The below table provides for a comparison of the Settlement SDPs and the Amended SDPs regarding building width. Settlement SDPs Amended SDPs Difference Building 1 Width 260 310 50 Building 2 Width 260 310 50 Building 3 Width 260 310 50 Building 4 Width 260 310 50 Building 5 Width 260 310 50 The Appellant’s are making the claim that the building widths provided for within the Settlement SDPs cannot be altered through the SDP amendment process. However, the site development plan review process is administrative, and there is nothing in the Settlement Agreement or the amended PUD which prohibits the Settlement SDPs from being revised or modified. In fact, Paragraph 4 of th e Settlement Agreement contemplates amendments to the SDPs with the following language, “The existing environmental impact statement (“EIS”) does not need to be amended unless the SDPs are revised to increase wetland impact…”. As a result, the development standards in the PUD and Settlement Agreement control the building widths, and the 310-foot widths provided in the approved SDPA are in compliance with both documents. It should be noted that every SDP is entitled to build within the allowance or the building envelope provided by the PUD and LDC. Based upon the factors identified, staff contends that building widths provided for within the approved SDPA are in concert with the development standards contained in the Settlement Agreement, PUD, and consistent with the past application of such regulation. 3. ADDITIONAL DWELLING UNITS/GUEST SUITES Appellant states that the developer added 12 guest suites as accessory units. The PUD lists guest suites under “uses Permitted” as a “Principal Use” along with multi-family dwellings. Four 20 story buildings, each with 120 units, equals 480 units. One 17 story building adds 102 units. Adding twelve (12) guest suites brings the total unit count to 594. Appellant requests that guest suites be counted as part of the total number of residential units, a maximum total of 590. Staff’s response: The guest suites are separate detached structures from building one, located between the clubhouse parking lot and the tennis courts as shown on the Settlement SDP AR-5283, which site development plan is not under appeal. Each suite is 811 square-feet with 26 square feet, 3.2 percent of the total square-footage, dedicated to a mini kitchen area, with no allocation for a stove or range (see Attachment “F”). Guest suites are accessory uses because these facilities are not designed or intended for permanent occupation, but rather serve as a temporary accommodation for guests of the permanent residents. As an accessory use, they do not count as a dwelling unit for density. The guest house/suite density was discussed by the CCPC on January 11, 2008 during its review of the Settlement Agreement. At the hearing, staff provided testimony that the guest houses/suites are not considered an additional unit, and that there are criteria on their occupancy that limits the units’ ability to function as a permanent unit. During the discussion, the CCPC agreed that the project can have guest houses, as allowed by code. (See Attachment “E” pages 35 to 39) It should be noted that LDC does not consider guest suites/houses to be considered as a dwelling unit for density purposes on single-family properties, such as Estates lots or Residential Single-Family lots. 07/11/2017 Based upon the factors identified, staff contends that the number of dwelling units provided for within the approved SDPA are in concert with the development standards contained in the Settlement Agreement, PUD, and consistent with the past application of such regulation. 4. HEIGHT Appellant states that “Plans are in progress to add an additional story to each of the buildings by enclosing certain accessory roof-top structures, such as the community meeting room and the fitness center.” Staff’s response: Staff is not aware of any pending amendments to SDPA-PL20160002242, and any claims to violations of the Settlement Agreement cannot be based upon future actions. The development standards table within the PUD and replicated on the SDPs associated with the project dictate that, “building height shall be the vertical distance measured from the first habitable finished floor elevation to the uppermost finished ceiling elevation of the structure.” The structure here is the tower. The Appellants are trying to measure the height from the accessory use in the garage approximately 100 feet away. Using the definition, the height of the tower begins with the floor of the first habitable floor, which is the first floor, and ends with the ceiling of the last floor containing multi-family units. In SDPA- PL20160002242, there are (20) floors of multi-family units with two floors of parking below and a pool deck located on the roof. The below parking and pool deck are not counted in the height calculation. This arrangement is for buildings two and three, with building four being a future phase with t he same configuration. For building five the PUD provides for (17) floors of multi -family units above two floors of parking. The Collier County LDC does not provide a definition of habitable space, but the Florida Building Code (5th Edition (2014) Residential) defines it as, “HABITABLE SPACE. A space in a building for living, sleeping, eating or cooking. Bathrooms, toilet rooms, closets, halls, screen enclosures, sunroom Categories I, II and III as defined in the AAMA/NPEA/NSA 2100, storage or utility sp aces and similar areas are not considered habitable spaces.” Staff’s interpretation of habitable space is consistent with the Florida Building Code. The Appellants incorrectly contend that a housing unit has been added to the upper garage level and creates conflict for where the height measurements are to commence. This facility is not within the footprint of the tower, but rather within the second floor of the parking garage outside of the tower footprint approximately 100’ from the tower structure; and therefore the habitable floor calculations of the tower are commenced on the third floor, or the first floor of residential units. Based upon the factors identified, staff contends that the building heights provided for within the approved SDPA are in concert with the development standards contained in the Settlement Agreement, PUD, and consistent with the past application of such regulation. Appellant has raised additional issues that are not related to the appeal of the Site Development Plan Amendment SDPA-PL20160002242 for Kalea Bay aka Kinsale Condominium Phases II-VI, and therefore, are not addressed in this executive summary. FISCAL IMPACT: The review of the appeal and the decision by the Board is anticipated to have no 07/11/2017 fiscal impact. GROWTH MANAGEMENT IMPACT: The areas addressed within the appeal are contained within the LDC, therefore no impact to the Growth Management Plan. LEGAL CONSIDERATIONS: The issue before the Board is the appeal of SDP-PL20160002242, the site development plan amendment SDP-PL20160002242, for Kalea Bay aka Kinsale Condominium Phases II-VI. The other SDP’s were approved, and the time to appeal these SDP’s has expired. In accordance with Section No. 250-58 of the Code of Laws and Ordinances, the Board of County Commissioners sitting as the Board of Zoning Appeals (BZA) is being asked to review the administrative decision of County staff to issue final Site Development Plan approval of Site Development Plan Amendment for Kalea Bay. The BZA shall consider the application of the Settlement Agreement, the LDC, the Growth Management Plan and County Ordinances by staff and shall hear testimony. The BZA shall either affirm the final Site Development Plan approval or shall revoke the issuance of the final Site Development Plan approval. The issues to be determined are: (1) Whether there is competent, substantial evidence to support the issuance of the final site development plan approval; (2) Whether the site development plan approval is contrary to the goals, objectives and policies of the Growth Management Plan (‘GMP”) or that it does not comply with the requirements of the Settlement Agreement, Land Development Code (“LDC”) particularly Section 10.02.03, or County ordinances including the applicable PUD Ordinance. This item is approved as to form and legality, and it requires a majority vote for approval. -HFAC RECOMMENDATION: To affirm the administrative approval rendered by staff on May 11, 2017, for SDP-PL20160002242, the site development plan amendment for Kalea Bay aka Kinsale Condominium Phases II-VI. It should be noted that the decision of the BZA on the matter will be memorialized in a Resolution. Prepared by: Mike Bosi, AICP, Director, Zoning Division ATTACHMENT(S) 1. County Attorney Memorandum 7-5-17 (PDF) 2. Attachment A - SDPA Approval Letter 5-11-17 (PDF) 3. [Linked] Attachment B - Appeal Application - Kalea Bay (PDF) 4. [Linked] Attachment C - Settlement Agreement (PDF) 5. Attachment D - Staff Memorandum dated 4-28-17 (PDF) 6. [Linked] Attachment E - CCPC Transcript 1-11-2008 (PDF) 7. Attachment F - Kalea Bay Cottages - Architectural Plans (PDF) 8. Attachment G-10.02.03____Requirements for Site Development Plans excluding School Boa... (PDF) 9. Attachment H - Original SDP AR-5284 (PDF) 10. Attachment I - SDPA AR-5284 (PDF) 11. Attachment J-CCPC summary (DOC) 12. Legal Ad - Agenda ID 3385 (PDF) 07/11/2017 COLLIER COUNTY Board of County Commissioners Item Number: 8.A Doc ID: 3385 Item Summary: ***This item to be heard at 1:30 p.m.*** This item requires that all participants be sworn in and ex-parte disclosure be provided by Commission members. Judith S. Palay and 92 other property owners within the Cocohatchee Bay Neighborhood Communities, filed an appeal to the Board of Zoning Appeals of the administrative approval of building separations, building widths , building dwelling units, and building heights in the Site Development Plan Amendment SDPA-PL20160002242 for Kalea Bay aka Kinsale Condominium Phases II-VI. The subject property is located at the northwest and northeast corners of Wiggins Pass Road and Vanderbilt Drive in Sections 8, 16, 17 and 20, Township 48 South and Range 25 East, in Collier County, Florida. [PL20170002165] Meeting Date: 07/11/2017 Prepared by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 06/21/2017 1:16 PM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 06/21/2017 1:16 PM Approved By: Review: Growth Management Department Judy Puig Level 1 Division Reviewer Completed 06/21/2017 2:30 PM Growth Management Department Kenneth Kovensky Additional Reviewer Completed 06/22/2017 1:49 PM Growth Management Department Michael Bosi Level 2 Division Administrator Skipped 06/16/2017 4:17 PM County Attorney's Office Heidi Ashton-Cicko Level 2 Attorney of Record Review Completed 07/05/2017 3:59 PM Office of Management and Budget Valerie Fleming Level 3 OMB Gatekeeper Review Completed 07/05/2017 4:01 PM Budget and Management Office Mark Isackson Additional Reviewer Completed 07/05/2017 4:09 PM County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Completed 07/05/2017 5:16 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/05/2017 5:50 PM Board of County Commissioners MaryJo Brock Meeting Pending 07/11/2017 9:00 AM OFFICE OF THE COUNTYATTORNEY INTEROFFICE MEMORANDUM DATE: July 5, 2017 TO: The Board of County Commissioners, sitting as the Board of Zoning Appeals Commissioner Penny Taylor, Chairman, District 4 Commissioner Andy Solis, Vice -Chair, District 2 Commissioner Donna Fiala, CRAB Co -Chair, District 1 Commissioner Burt Saunders, District 3 Commissioner William L. McDaniel, Jr., CRAB Co -Chair, District 5 FROM: Jeffrey A. Klatzkow, County Attorney SUBJECT: Hearing on Administrative Appeal of the Issuance of Site Development Plan Amendment for Kalea Bay a/k/a Kinsale Condominium Phases II -VI in the Cocohatchee Bay Planned Unit Development ("PUD") 1. General — In keeping with prior appeals of this nature before the Board of Zoning Appeals ("BZA"), the appeal hearing process is quasi-judicial in nature and is therefore subject to the provisions of Resolution Number 95-376, requiring proper disclosure of any Commissioners ex -parte contacts, communications, site visits, or investigations, or receipt of expert opinions. Likewise, the procedural requirements of Resolution Number 98-167 also apply. Copies of both resolutions are attached for your convenience. 2. The ultimate issues to be determined in the appeal are: a. Whether there is competent, substantial evidence to support the issuance of the final site development plan approval; and b. Whether the site development plan approval is contrary to the goals, objectives and policies of the Growth Management Plan ("GMP") or that it does not comply with the requirements of the Settlement Agreement, Land Development Code ("LDC"), particularly Section 10.02.03, or County ordinances including the applicable PUD Ordinance. 3. The appeal hearing before the BZA is informal. 4. Relevant evidence will be considered at the hearing. The Chairman of the BZA, with the assistance of the County Attorney, will determine what is relevant evidence. 5. The County Attorney recommends the following procedures: [17 -CPS -01684/1349228/1]76 Page 1 of a. The court reporter administers the oath to those wishing to speak. If a speaker arrives at the hearing after the oath is given, the speaker must be sworn in before they can speak. b. The members of the BZA then make their individual ex -parte disclosures. All communications must be disclosed including letters, e-mails, phone calls, and meetings. Any personal investigation, such as a site visit, must also be disclosed. The subject matter of the communication and the identity of the person, groups or entity with whom the communication took place are all part of the disclosure. This applies to all communications that took place even before the appeal was filed. These disclosures must be made at the beginning of the hearing. The BZA must give any person who wishes to question its members concerning the ex -parte disclosure the opportunity to ask questions of it. This right may be waived by a failure to ask questions of the Board. C, The presentation of the appeal should be as follows: i. The appealing party presents his case. The time limit is one hour. This time limit includes any presentation by an expert witness. a) The Zoning Director may question the appealing party and/or any of his experts. The time limit is 10 minutes. b) The impacted property owner may question the appealing party or any of its experts. The time limit is 10 minutes. ii. Staff presents its case including the testimony of any expert witnesses. The time limit is one hour. a) The appealing party may ask questions. The time limit is 10 minutes. b) The impacted property owner may ask questions. The time limit is 10 minutes. iii. The impacted property owner presents its case including the testimony of any expert witnesses. a) The Zoning Director may ask questions. The time limit is 10 minutes. b) The appealing party may ask questions. The time limit is 10 minutes. iv. The members of the BZA may ask questions at any time during the proceedings. It is suggested that there be no time limit to the BZA's questions, subject, however, to the discretion of the Chair. [17 -CPS -01684/1349228/1]76 Page 2 of 3 V. Interested members of the public may then speak. Time limits per speaker, including any cross-examination, is 3 minutes. The BZA should only give consideration to "public testimony" that is relevant to the issues being discussed. vi. After Public Comment, in order, the Zoning Director, the appealing party, and the impacted property owner will each have 10 minutes to sum up. This summation could include any rebuttal. vii. Time limits may be extended at the discretion of the Chair. viii. Upon conclusion of the public speakers' presentations, the BZA should close the public hearing and commence discussion. ix. Upon conclusion of the discussion, the BZA will make its motion, second and then vote. A simple majority is required to approve the motion. The BZA shall either affirm the final site development plan approval or revoke the issuance of the final site development plan approval. Attachments: Resolution Number 95-376 Resolution Number 98-167 Section 250-58 Code of Laws and Ordinances [I 7 -CPS -01684/1349228/1 176 Page 3 of 3 JUN 2 0 " RESOLUTION NO. 25-376 A RESOLUTION RFLATING TO ACCESS TO LOCAL PUBLIC OFFICIALS; PROVIDING A DEFINITION OF LOCAL PUBLIC OFFICIAL; PROVIDING FOR ACCESS TO PUBLIC OFFICIALS; AUTHORIZING IIIVESTIGA- TIONS AND RECEIPT OF INFORMATION; REQUIRING DISCLOSURE OF EX PARTE C011MUNICATIOTIS; AND REPEALING RESOLUTION NO. 'J5-354• WHEREAS, government in Florida is conducted in the sun- shine pursuant to Chapter 286, Florida Statutes; and WHEREAS, the public should be able to voice its opinions to local elected public officials; and WHEREAS, elected and public officials are presumed to perform their duties in a lawful and proper manner; and WHEREAS, quasi-judicial decision-making must be based on competent, substantial evidence of record; and WHEREAS, local elected public officials have been obstructed or impeded from the fair and effective discharge of their sworn duties and responsibilities due to expansive inter- pretations of Jennia ncL> v. Dde County, a decision rendered by the Third District Court of Appeal; and WHEREAS, Section 5, Article I of the Florida Constitution gives the people the right peaceably to assemble, to instruct their representatives, and to petition for redress of griev- ances. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA, that: SECTION ONE: AUTHORITY Pursuant to Subsection 286.0115, Florida Statutes, Collier County has the authority to enact this Resolution which removes the presumption of prejudice from ex parte communications with local officials by establishing the process set forth herein to disclose such communications. SECTION TWO: DEFINITION As used in this Section, the term "local public official" means any elected or appointed public official holding a county -1- J U N 2 0 1995 office who recommends or takes quasi-judicial action as a member of such board or commission. SECTION THREE: ACCESS PERMITTED 1. Any person not otherwise prohibited by statute, charter provision, or ordinance may discuss with any local public official the merits of any matter on which action may be taken by the board or commission on which the local public official is a member. Adherence to the following procedures shall remove the presumption of prejudice arising from ex -parte communications with local public officials. �a) The substance of any ex -parte communication with a local public official which relates to quasi-judicial action pending before the official is not presumed prejudicial to the action if the subject of the communication and the identity of the person, group, or entity with whom the communication took place is disclosed and made a part of the record before final action on the matter. (b) A local public official may read a written communi- cation from any person. However a written communication that relates to quasi-judicial action pending before the local public official shall not be presumed prejudicial to the action and such written communication shall be made a part of the record of the board or commission before final action on the matter. (c) Local public officials may conduct investigations and site visits and may receive expert opinions regarding quasi- judicial action pending before them. Such activities shall not be presumed prejudicial to the action if the existence of the investigation, site visit, or e;:pert opinion is made a part of the record before final action on the matter. (d) Disclosure made pursuant to paragraphs (a), (b) and (c) must be made before or during the public meeting at which a vote is taken on such matters, so that persons who have opin- -2- 600K 0000''` 192 JUN 2 a 1M ions contrary to those expressed in the ex -pare communication are given a reasonable opportunity to refute or respond to the communication. SECTION FOUR: REPEAL OF RESOLUTION NO. 95-354 Resolution No. 95-354 is hereby repealed in its entirety. This Resolution adopted this 7.0th day of June, 1995, after motion, second and majority vote favoring same. ATTEST: BOARD OF COUNTY COMMISSIONERS DWIGHT E.'BROCK, Clerk COLLIER COUNTY, FLORIDA By .BETTY f) TTHEWS, C airman Approved as to form and legal sufficiency: Kenneth B. Cuyl County Attorne Mmol.nm5 - 3 - tw (100 prt 193 RESOLUTION 98- 167 A RESOLUTION ESTABLISHING PROCEDURES FOR PRESENTATIONS AND PUBLIC COMMENT BEFORE THE BOARD OF COUNTY COMMISSIONERS AND THE COLLIER COUNTY PLANNING COMMISSION. WHEREAS, the Collier County Board of Commissioners (Board), as the duly elected governing body for Collier County, holds regularly scheduled public hearings to discuss, review and act upon items of concern to and affecting the residents of Collier County; and WHEREAS, the Collier County Planning Commission (CCPC), serving as the local planning agency and the land development regulation commission as required by F.S. §§ 163.3174 and 163.3194, holds regularly scheduled public hearings to discuss, review, act upon and make recommendations to the Board relative to items of concern to and affecting the residents of Collier County; and WHEREAS, included in these items may be advertised public hearings of a quasi- judicial or legislative nature; and WHEREAS, the public may wish to comment on these items scheduled for considera ion before the Board or the CCPC; and EREAS, in order to maintain, equity, decorum and order at these regularly schedul d public hearings, it is necessary to establish standard procedures for ` presentations and public comment before the Board and the CCPC; and `s WHEREAS, the Board has prepared these rules in an attempt to encourage public i participation during advertised public hearings, including quasi-judicial hearings, in a majrner consistent with the requirements of law,' NOW, THEREFORE BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF COLLIER COUNTY, FLORIDA that:.. The Board of County Commissioners declares that the procedures set forth, ' attached hereto, and incorporated by reference herein as Exhibit A, applicable to the Board and the Collier County Planning Commission as stated in said Exhibit, are fair and reasonable, and are hereby adopted. BE IT FUR'T'HER RESOLVED that this Resolution relating to procedures for Board and CCPC presentations and public comment be recorded in the minutes of this Board. This Resolution adopted after motion, second and majority vote favoring same. Done this 4:_ day of 1998. ATTEST BOARD OF COUNTY COMMISSIONERS y Dwight E. Brock, Clerk COLLIER COUNTY, FLORIDA ?Attest as to Chairm s •::r;, ,.,'r;,'r, W!itlggnature only. ` V !Apprgved as to form and legal A David C. Weigel, Cou6ey Attorney Barbara B. Berry, Chairman Exhibit "All Procedures for Presentationsbeforethe Collier County Board of Commissioners and as Applicable to the Collier County Planning Commission A. Public Comment on General Topics: Members of the public may register to speak on general topics under the Public Comment portion of the Board of County Commissioner's (Board) agenda. The number of speakers permitted to register under public comment on any given agenda shall be limited to a maximum of five, unless the Chairman recognizes additional speakers. I. Speaker Registration: Individuals wishing to speak to the Board under public comment at any regularly scheduled meeting of the Board of County Commissioners shall register to speak in writing on the form provided by the County prior to the public comment portion of the agenda being called by the Chairman. II. Time Limits: a) Public Comment: I Maximum 5 minutes per speakgr- B. Public Petitions: Public Petitions are limited to a single speaker. In general, the Board will not take action on public petition it on the day the petition is presented, but may direct staff to take action, or bring back the item to the Board at a future date for consideration. The County Administrator may defer scheduling a public petition for a reasonable period of time in order to allow sufficient time for staff to review the content and thus prepare for questions from the Board. 1. Registration: Individuals wishing to make a public petition to the Board of County Commissioners shall present such a request in writing to the County Administrator a minimum of 13 days prior to the Board meeting date on which the public petition is requested to be heard. The written request shall include the name(s) and address(es) of all petitioners, including a primary contact name, address and telephone number, and shall state the nature of the petition, including any exhibits and/or back up material which maybe pertinent to the petition. Il. ij:—me —Limits. Maximum 10 minutes per speaker. C. Advertised Public Hearings: For procedural purposes, advertised public hearings fall into two categories: those which are quasi-judicial in nature; and other types of advertised public hearings, including those which are legislative in nature. Quasi -Judicial Public Hearinim a) Purpose and Intent: The Board has prepared these rules in an attempt to encourage public participation during quasi-judicial hearings in a manner consistent with the requirements of law. As part of that effort and within the confines of the law, the Board intends its hearings to be informal while recognizing the need for certain structure to maintain orderly hearings. Notwithstanding the procedures established by resolution, the Board may modify these procedures to effectuate the effective presentation of evidence. b) Applicability of these Procedures: (1) Ouasi-Judicial Proceedings. These procedures apply to all nasi- udi Mlial _. proceedings heard by the Board and the CCPC regardless of the capacity in which the Board is sitting. Quasi -Judicial actions concern the implementation of policy, which has already been set, and affording the Board, and in some instances the CCPC, limited discretion in deciding whether to approve or deny a land use permit. These include land use actions which have an impact on a limited number of persons or property owners on identifiable parties and interests, where the decision is contingent on a fact or facts arrived at from distinct alternatives presented at a hearing. Examples of quasi-judicial proceedings include but are not limited to: site specific rezonings (provided they involve policy implementation); development of regional impact hearings; conditional use permits; variances; boat dock extension petitions; and administrative appeals. (2) Legislative Proceedings. U'on of these procedures by the Board or the e CCPC when sitting_jn a legislative capacity does not change the character of the legislative procee cling nor does it confer any additional rights or remedies upon any person or party. C) Pre-Hearina Submittals: (1) Application. . An applicant (as defined in the Collier County Land Development Code) shall make application as provided in the procedures established for the individual decision being requested. (2) Staff/Agency Recommendation. To the extent that the applicable procedure requires a staff review and written recommendation to be presented to the Board, such written recommendation shall be completed and available for public inspection no later than ten calendar days prior to the hearing before the Board. (3) Written Presentation. No later than one week prior to the scheduled public hearing before the Board, any applicant, proponent, or opponent may submit any written arguments, evidence, explanations, studies, reports, petitions or other documentation to S for intended consideration by the s' Board in support of or in opposition i the application. In order to be included in a Board or CCPC Agenda packet, any written arguments, evidence, explanations, studies, reports, petitions or other documentation must be submitted to the appropriate staff no later than three weeks prior to the scheduled hearing before the respective body. All written submissions, not including pictorial displays (maps, graphs and the like) must be on 8-1/2 x 11 -inch paper. No written materials will be accepted by the Board at its hearing unless, a-t-tic-Bo-ar-d-'s-&ts-cr-eUon, -Tcc-e-p�Mce-is ,l '' 7 i ' ' WRT necessary to I Uli 112 11, ! l:3i1;ll1ll,1!"Written _S!11115�1 I I considered and entered into the record of the meeting in accordance wiNsubsection C.I. d)(4) below. _____ General. It is the expectation that the hearing will be informal. All members of the public who address the Board or the CC?C shall utilize the speaker's podium to allow their comments to be recorded. Each speaker shall state his or her name and address for the record. Additionally, speakers shall indicate whether they are speaking on behalf of themselves or others. (a) Time Limitation Guidelines. Iti is expected that presentations will be organized and efficiently presented. As a guideline to presentations, in addition to the written comments submitted as part of the preliminary record, it is expected that persons of the following status will prepare their discussions and corm-nents to be completed within the prescribed time limits: 1. Staff shall be responsible for presenting the case on behalf of Collier bounty and shall limit their presentations to twenti(20) minutes. 2. The applicant shall present his or her entire case in twenty (20) minutes. 3. Expert witnesses shall be limited to ten (1 d) minutes each. 4. Persons who have been authorized to represent an organization with five (5) or more members or a group of five (5) or more persons should limit their presentation to ten (10) minutes. It is expected that others in the organization or group waive their time. 5. All other persons may speak for a maximum of five (5) minutes each. 6. No speaker may give his or her time to any other speaker. At the discretion of the Chairman an, any -speaker may be ext ende time for - A-_ (b) Registration of S2Mk_cn. Persons who desire to speak on an item shall, prior to the item being called to be heard by the Chairman, register with the County Administrator on the forms provided. Five (5) or more persons deemed by the Board to be associated together or otherwise represent a common point of view, as proponents or opponents on any item may be requested to select a spokesperson. (2) Order and Subject of Appearance: To the extent possible, the following shall be the order of the proceeding: (a) Preliminary Statement. The Chairman shall read a preliminary statement once at the beginning of the quasi-judicial hearing portion of the agenda outlining the procedure, which shall be followed. (b) Sworn Testimony. The applicant, staff, and all witnesses requesting to speak shall be collectively sworn. Azreement with Staffs Recommendation. If the applicant or agent of the applicant agrees with staffs recommendation and wishes to waive his or her right to present additional evidence, and if no commissioner or anyone from die audience wishes to speak for or against the quasi-judicial agenda item, the Board may vote on the item based upon staff's presentation and the materials in the agenda back-up, (d) Initial Presentation by Staff County staff shall make the initial presentation to the Board regarding any item under consideration. After completion of the staff plesentation, the Board may make inquiries of staff at this time. An applicant or appellant may ask questions of, or seek clarification from, staff by request through the Chairman at the time that party makes its initial presentation to the Board. (e) Applicant's Presentation. After staff presentation, the applicant(s) shall be allowed to make a presentation to the Board based on the time limitation guidelines outlined in the preceding subsection (d) (1) (a), above. During and after the applicants' presentation, the Board shall have an opportunity to comment or ask questions of or sock clarification from the applicant The Board may also allow staff to comment, ask questions or seek clarification from the applicant(s) at this time. ? (f) Speakers. After Board and staff inquiry of the applicant speakers shall be allowed to speak based on the time limitation guidelines outlined in the preceding subsection (d) (1) (a), above. During and after a speaker's presentation, the Board shall have an opportunity to comment or ask questions of or seek clarification from such speaker. The Board may also allow staff to comment, ask questions of or seek clarification from speakers. (g) Staff Response and Sumrnarv. The staff shall be allowed an opportunity for response to the presentations by the applicant, proponents and opponents and a summary with any changes in position after consideration of relevant public comment. Proponents and opponents who believe that the staff response includes errors of fact or law may ask for and may be allowed an opportunity to point out such errors of fact or law. (h) -Applicant's Rebuttal EresenlatiM, I Applicant's rebuttal shall be allowed only on items where there is an applicant other than the Board or Board staff. After staff response, the applicant shall be allowed an opportunity for rebuttal, Rebuttal shall be limited to five (5) minutes unless otherwise set by the Board. Rebuttal shall only address previous comments. Z. Staff, who believe that the rebuttal presentation includes an error of fact or law, may ask for and may be allowed an opportunity to point out such error of fact or law. (i) Board and Staff Inguiry. After all presentations have been made as outlined above, the Board shall have a final opportunity to comment or ask questions. The Board may allow staff to respond to comments previously made at this time. Limiton Presentations. No person who has made a presentation for or against an item at a given meeting shall be allowed to make additional comments, unless requested to do so by the Board. (k) Closing of Public Comment. In those matters on which public comment is heard by the Board, the Chairman shall close the public comment portion of the meeting (on that item) upon the conclusion of the last speaker's comments or, in the Board's discretion, if no new relevant information is being presented. No additional public comments shall be allowed, except in specific response to questions by members of the Board. (3) Miscellaneous Items: (a) Continuing Record /Speakers QIalificItons The Clerk to the Board ("Clerk') shall maintain a file with the most recent copies of resumes previously filed with the Clerk by county staff presenters. All other persons testifying on issues requiring educational, occupational and other experience who wish to be qualified as experts shall submit their qualifications in written form for the Board's approval to speak as expert witnesses. (b) Organizational or group Speakers. Prior to presenting his/her case, any person representing an organization or other persons shall indicate, in writing, the organization or group he/she represents and how he/she received authorization to speak on behalf of such organization or group of persons. The Board may make further inquiry into the represented authority of such person if necessary. (c) Restrictions on Testimg= , or Presentation of Evidence. Notwithstanding any provisions herein, any Board member may interrupt any presentation that contains matters which need not be considered in deciding the matter then before the Board for consideration. At any Board proceeding, the Chairman, unless overruled by majority of the Board members present, may restrict or terminate presentations which in the chairman's judgment are frivolous, unduly repetitive or but of order. (d) Public Officials. Notwithstanding other provisions hereof, the Board may allow any elected or appointed public official, or representative thereof, to appear and make presentations at any time with regard to matters under consideration. U(e) Continued Public Heariggg. In any matter where it is known that a scheduled public hearing will be continued to a future date certain, the staff report may be abbreviated and public comment may be limited to those persons who state that they believe they can not be available to speak on the date to which the public hearing is being continued. Such persons may make their comments at the current meeting; provided, however, that upon making their comments, such ,persons shall waive the right to repeat or make substantially] the same presentation at any subsequent meeting on the sae subject. This waiver shall not preclude such persons from making different presentations based on new information or from offering response to other persons' presentation, if otherwise allowable, at any subsequent meeting. (4) The Record (a) Automatically Included in the &cord: The following documents shall automatically be included in the record of the hearing before the Board: (1) The record from any preliminary heating, the agenda packet, the staff report and the transcript of the hearing before the Board; (2) Written comments and documents previously entered into the record at a prior Board meeting on the particular matter. (b) Items Which Shall Be Placed in the Record:' Any additional documents, exhibits, diagrams, petitions, letters or other materials presented in support of, or in opposition to, an item to be considered by the Board shall be entered into the record, as long as it was received by the Board's Clerk or the applicable Collier County department seven (7) days prior to the date of the hearing. (c) Additional Evidence. Except pursuant to subsection Q (3) above, Written Presentation, any additional written or documentary evidence filed within seven (7) days of the date of the hearing shall not become part of the record. (d) Custodian. The Clerk shall be the official custodian of the record. (e) Exhibits. Unless an oversized exhibit is absolutely essential, documentary paper or photographic exhibits should not exceed 24 inches by 36 inches and, if mounted on a backboard, shall be removable therefrom. All documentary evidence should be capable of being folded and filed. Other Public Hearings: The following rules apply to advertised public hearings oche{ than those which are quasi-judicial in nature, including those advertised public hearings which are legislative in nature. a) Pre -Hearing Submittals-, (1) Application. An applicant (as defined in the Collier County Land Development Code) shall make application as provided in the procedures established for the individual decision being requested. (2) Staff/Agency Recommendation. To the extent that the applicable procedure requires a staff review and written recommendation to be presented to the Board, that written recommendation shall be completed and available for public inspection no later than ten calendar days prior to the hearing before the Board. (3) Written Presentation. No later than one week prior to the scheduled public hearing before the Board, any applica4 proponent, or opponent may submit, in support of or in opposition to the issue which is the subject of the advertised public hearing, any written arguments, evidence, explanations, studies, reports, petitions or other documentation to staff for intended consideration by the Board. All written submissions, not including pictorial displays (maps, graphs and the like) must be on 8-1/2 x, I I -inch paper. b) Public HpAtaw (1) General. All members of the public who address the Board shall utilize the speaker's podium to allow their comments to be recorded, and shall identify themselves by name and local addresses, if applicable. Further, any speaker speaking on behalf of an organization or group of individuals (exceeding five) shall indicate such and shall cite the source of such authority whether by request, petition, vote, or otherwise. (a) Time Limitation Guidelines. It is expected that presentations will be organized and efficiently presented. As a guideline to presentations, in addition to the written comments submitted as part of the preliminary record, it is expected that persons in the following status will prepare their discussions and comments to be completed within the prescribed time limits: 1. Staff shall be responsible for summarizing the item for the Board and shall limit such presentation to a maximum of twenty (20) minutes. 2. For advertised public hearing item (other than those which are quasi-judicial in nature), where there is an applicant other than the Board of County Commissioners or staff, following the staff summary of the item the applicant will have an opportunity to make a maximum (10) minute presentation. 3. Persons who have been authorized to represent an organization with five (5) or more members or a group of five (5) or more persons should limit their presentation to ten (10) minutes. It is expected that others in the organization or group waive their time. All other persons may speak for a maximum of five (5) minutes each. 5. No speaker may give his or her time to any other speaker. At the discretion of ti ; Chairman, the time allowed for any speaker may be extended (b) Speakere erso Registration. P ns,;other than staff and the applicant (where applicable), wishing to speak on an advertised public hearing item shall, prior to the item being heard, register with the County Administrator on the forms provided. Five (5) or more persons deemed by the Board to be associated together or otherwise represent a common point of view, as proponents or opponents on any item may be requested to select a spokesperson. (2) MisccIlqMus Item: (a) gigmizational or Grom S2MkM. Prior to making his/her cornments, any person representing an organization or other persons shall indicate who he/she represents and how he/she received authorization to speak an behalf of such organization or group of persons. The Board may make further inquiry into the represented authority of such person if necessary. (b) Restrictions on Comments Deemed Not Germane to the I=. Notwithstanding any provisions herein, any Board member may interrupt and/or stop any presentation that discusses matters that need not be considered in deciding the matter then before the Board for consideration. At any Board proceeding, the Chairman, unless overruled by majority of the Board members present, may restrict or terminate presentations which in the chairman's judgment are frivolous, unduly repetitive or out of order. (c) Public Officials. Notwithstanding other provisions hereof, the Board may allow any elected or appointed public official or representative thereof, to appear and make presentations at any time with regard to matters under consideration. (d) Continued Public Hearings. In any matter where it is known that a scheduled public hearing will be continued to a future date certain, the staff report may be abbreviated and public comment may be limited to those persons who state that they believe they cannot be available to speak on the date to which the public hearing is being continued. Such persons may make their comments at the current meeting; provided, however, that upon making their comments, such persons shall waive the right to repeat or make substantially the same presentation at any subsequent meeting on the same subject. D. Other Agenda Items Before the Board: In addition to public hearing, public comment and public petition items, with the approval of the Board, members of the public may speak on other Board agenda items. 1. Registration: Persons wishing to speak on agenda items other than advertised public hearing items, public comment on general topics and public petition items, shall register to speak on the form provided by the County prior to the item being called by the Chairman to be heard. II Time Limits: Where the Board has requested or otherwise authorized public input on agenda items other than public hearing, public comment on general topic, or public petitions items, speakers will be limited to a maximum of 5 minutes. Sec. 250-58. - Appeal from decision of administrative official. (a) Appeals to a board of zoning appeals or the governing body, as the case may be, may be taken by any person aggrieved or by any officer, department, board, or bureau of the governing body or bodies in the area affected by the administrative decision, determination or requirement made by the administrative official. Such appeals shall be taken within 30 days by filing with the administrative official a written notice specifying the grounds thereof. The administrative official shall forthwith transmit to the board all papers, documents, and maps constituting the record of the administrative action from which an appeal is taken. (b) Due public notice of the hearing on the administrative appeal shall be given. (c) Upon the hearing, any party may appear in person or by attorney. A decision shall be reached by the appellate body within 30 days of the hearing; otherwise, the action appealed from shall be deemed affirmed. (Laws of Fla. ch. 67-1246, § 16; Laws of Fla. ch. 2001-344, § 1) Page 1 May 11, 2017 Karen Bishop PMS Inc. of Naples 3125 54th Terrace SW Naples, FL 34116 Re: Final Site Development Plans Approval SDPA Kalea Bay Phases 2-6 Project Number: PL20160002242 Dear Ms. Bishop, PMS Inc.: THIS IS YOUR PERMIT AND MUST BE POSTED ONSITE! This office has reviewed the Final Site Development Plan for the referenced project and has no objection to the construction of water, sewer, paving, and drainage aspects of the project subject to the following stipulations: By receipt and acceptance of this approval, the petitioner acknowledges that a pre-construction meeting is required by code for this project. If the pre-construction meeting is not held prior to the beginning of construction, the project will be cited and shut down until the required meeting is held. Even with an Early Work Authorization a pre-construction meeting is required. General Conditions CHANGES IN USE AND/OR DESIGN OF THESE SITE AND ARCHITECTURAL PLANS ARE NOT AUTHORIZED WITHOUT WRITTEN APPROVAL BY THE COUNTY. CHANGES SHALL REQUIRE RE–REVIEW IN ACCORDANCE WITH ALL CURRENT COUNTY CODES INCLUDING PARKING FACILITIES, UTILITIES, TRANSPORTATION, ENVIRONMENTAL REQUIREMENTS AND THE LIKE. A preliminary inspection and approval of the infrastructure for multi-family residential must be done by Engineer Inspections prior to any Certificate of Occupancy being granted. Permits from other agencies having jurisdiction over this project shall be obtained prior to start of construction. Please call Mr. David Crane at (239) 252-6820 to schedule a pre–construction meeting a minimum of 48 hours prior to start of construction. All construction activities permitted by this letter shall only occur during the following times: 6:30 A.M. to 7:00 P.M., Monday through Saturday; no work is permitted on Sundays and the following holidays: New Year's Day, Memorial Day, 4th of July, Labor Day, Thanksgiving Day, Christmas Day. The review and approval of these improvement plans does not authorize the construction of required improvements, which are inconsistent with easement of record. Upon completion of the infrastructure improvements associated with a site development plan and prior to the issuance of a certificate of occupancy, the engineer shall provide a completion certificate as to the improvements, together with all applicable items referenced in Section 10.02.05 of this code including electronic disk. Upon a satisfactory inspection of the improvements, a certificate of occupancy may then be issued. Zoning Conditions SIGNAGE RESTRICTIONS: Please be advised that any permanent sign (wall, ground, monument, directory, etc.) requires a separate building permit and must meet the provisions of the Collier County Land Development Code, Section 5.06.00, and/or the applicable provisions of the governing Planned Unit Development (PUD) document, regardless of any sign placement, dimensions or color depicted on the site and/or architectural plans approved by this letter. All PUD related stipulations shall apply to this project. Utility Conditions See attached Exhibit "A" Written confirmation from that the water/sewer facilities have been accepted and placed in service must be provided prior to issuance of a Certificate of Occupancy. “APPROVAL OF THESE PLANS DOES NOT CONSTITUTE APPROVAL OF THE METER SIZE. SIZING OF THE METER SHALL BE DONE WITH THE APPROVAL OF PUBLIC UTILITIES ENGINEERING DIRECTOR OR HIS DESIGNEE, BASED ON DOCUMENTATION RECEIVED FROM THE ENGINEERING OF RECORD. THE METER DETAIL SHALL BE SUBMITTED TO ENGINEERING REVIEW SERVICE FOR APPROVAL PRIOR TO INSTALLATION”. No water or sewer utility construction shall commence until proper DEP permits have been obtained. Subdivision Conditions All work shall be in accordance with applicable Collier County ordinances and rules and regulations of other entities having jurisdiction over the project. Environmental Conditions Site clearing is conditioned to the stipulations contained on the approved plans. Required permits for listed species relocation must be provided to staff at the pre-construction meeting. Silt fencing must be installed prior to any mechanical clearing. Exotic vegetation must be removed prior to preliminary acceptance as required on the approved plans. Water Management Conditions All work shall be in accordance with applicable State or Federal rules and regulations. Work area shall be properly barricaded with hay bales and/or silt screens during the entire time of construction, to prevent any siltation during construction. Separate excavation permit must be obtained. The engineer of record, prior to issuance of a Certificate of Occupancy, shall provide documentation from the stormwater maintenance entity that it has been provided information on how the stormwater system works and their responsibility to maintain the system. This project shall be permitted by SFWMD. Whether or not this project was permitted by SFWMD, dewatering shall not occur without a dewatering permit from the South Florida Water Management District. Addressing Conditions Pursuant to Ordinance No. 07-62, no proposed subdivision, street, building, condominium or development may utilize the same name or a similar sounding name as any existing subdivision, street, building, condominium or development, except that the major street within a subdivision may utilize the name of the subdivision. Any changes to the project name shall be reviewed and approved by Growth Management Department/Planning and Regulation Addressing Section. Landscaping Conditions At the time of Preliminary Acceptance, the Landscape Architect shall certify that the landscaping has been installed in substantial accordance with the approved plans and specifications. The certification shall be in a form approved by the County Manager or his designee. Fire Protection Conditions Please note that prior to the accumulation of combustible building materials on site, proposed fire hydrants must be operable with the minimum required fire flows and improved stabilized emergency apparatus access ways (min. 20' wide) must be available to within 100' of the structures. No fire appliances shall be obstructed, visually or functionally, by vegetation. Additional Stipulations Issuance of a development permit by a county does not in any way create any rights on the part of the applicant to obtain a permit from a state or federal agency and does not create any liability on the part of the county for issuance of the permit if the applicant fails to obtain requisite approvals or fulfill the obligations imposed by a state or federal agency or undertakes actions that result in a violation of state or federal law. This permit is conditioned on all other applicable state or federal permits being obtained before commencement of the development. Engineering - Provide a copy of SFWMD ERP Permit or permit modification prior to the pre-construction meeting. Transportation Planning 1/11/17 Stipulation: On site plan sheet 10 of 15 for the construction entrance on Vanderbilt Dr., ROW permit No. 20160101944 will need to be extended to remain active throughout the construction of all project phases. Transportation Planning 1/11/17 Stipulation: After approval of the SDP amendment, provide a printed copy of the approved amended site plans to the ROW Permit plan reviewer Alicia Humphries (239-252-2326) to update the file for ROW permit no. 20160101944. Transportation Planning 1/11/17 Information Comment: Per the Traffic Impact Analysis (TIA) for Kalea Bay Phases 2-6 dated 7/15/16, trips for 462 high-rise condominium units are vested by issuance of the Certificate of Public Facility Adequacy (COA# 08-0185-02 reissued 5/14/12), and no further review for transportation concurrency (adequacy of roadway capacity) is required. The COA certificate will be updated to show Phases II-V to include 462 units in 4 buildings, Phases 2 through 5, as summarized in the phasing note on plan sheet 4 of 15. Phases 2, 3, and 4 include 120 units per tower, and Phase V includes 102 units in Tower 5. Phase VI for additional amenities does not include any additional residential units. Phase 4 (Building 4) is identified as "Future" and will require a future SDPA submittal. Development Review - A pre-construction meeting is required prior to construction of water and/or sewer improvements. Contact David Crane at (239) 252- 6820 or DavidCrane@colliergov.net. All preliminary and final inspections of water and/or sewer improvements shall be requested in writing at least 48 hours ahead of time. Contact Melissa Alvarez at (239) 252-2279 or MelissaAlvarez@colliergov.net. Zoning - The PUD is approved for 590 residential units. This SDPA includes Buildings 2, 3, and 5 with a total of 342 units. Building 4 is identified as "Future" and will require an SDPA prior to building permit approval. The PUD has 128 residential units remaining for future development. PURSUANT TO HB 503, PLEASE COMPLETE THE ATTACHED AFFIDAVIT OF COMPLIANCE AND PROVIDE TO CLIENT SERVICES STAFF (252-2400). INCLUDE THE BALANCE OF ANY OUTSTANDING INSPECTION FEES TOGETHER WITH ANY REQUIRED STATE OR FEDERAL PERMITS. UPON PROCESSING THE AFFIDAVIT OF COMPLIANCE, A PRE-CONSTRUCTION MEETING MAY BE SCHEDULED. Be advised that this approval automatically expires in thirty-six (36) months pursuant to Collier County Land Development Code Section 10.02.03.H.2. The expiration date is May 11, 2020. Please call if you have any questions or need any additional information. Sincerely, Development Review Division Growth Management Department 2800 N. Horseshoe Dr. Naples, Florida 34104 239-252-2400 Reviewed and Approved For Permit Issuance 05/11/2017 PL20160002242 Appellants Filing Administrative Appeal Type III Decision LDC Section 10.04.04 1. Diane Rupnow; 14555 Juniper Point Lane; Naples, FL 34110 2. Judith S. Palay; 14648 Glen Eden Drive; Naples, FL 34110 3. Frank Halas; 2531 Golfside Drive; Naples, FL 34110 4. Diane Halas; 2531 Golfside Drive; Naples, FL 34110 5. Diane D. Allen; 14806 Glen Eden Drive; Naples, FL 34110 6. Bruce Q. Allen 14806 Glen Eden Drive; Naples, FL 34110 7. William J. Bryzgalski; 14746 Glen Eden Drive; Naples, FL 34110 8. Phoebe B. Bryzgalski; 14746 Glen Eden Drive; Naples, FL 34110 9. Margaret T. Manna; 15498 Cedarwood Lane # 202; Naples, FL 34110 10. Ferdinand J. Manna; 15498 Cedarwood Lane #202; Naples, FL 34110 11. Charlene Fisher; 14660 Glen Eden Drive; Naples, FL 34110 12. John Schaffer; 14660 Glen Eden Drive; Naples, FL 34110 13. Patrick Carey; 14611 Glen Eden Drive; Naples, FL 34110 14. Harold Linnerud; 17 Bluegill Avenue; Naples, FL 34108 15. August Larson; 425 Cove Tower Dr. # 1002; Naples, FL 34010 16. Hilda Glazer; 857 Carrick Bend Circle # 203; Naples, FL 34110 17. Emily Kearns; 14722 Glen Eden Drive; Naples, FL 34110 18. Chris Kearns; 14722 Glen Eden Drive; Naples, FL 34110 19. Asimina Ginis; 14616 Glen Eden Drive; Naples, FL 34110 20. Barbara Schiffer; 15495 Cedarwood Lane, Apt. 105; Naples, FL 34110 21. Laurence A. Defuge; 15495 Cedarwood Lane, Apt 305; Naples, FL 34110 22. Ruth A. Defuge; 15495 Cedarwood Lane, Apt. 305; Naples, FL 34110 23. Charlene Raymond; 14652 Glen Eden Drive; Naples, FL 34110 24. Stephen Raymond; 14652 Glen Eden Drive; Naples, FL 34110 25. John C. Fox; 15161 Cedarwood Lane #1603; Naples, FL 34110 26. Gretchen K. Fox; 15161 Cedarwood Lane #1603; Naples, FL 34110 27. Arnold Hulzebosch; 14785 Glen Eden Drive; Naples, FL 34110 28. Anita Hulzebosch; 14785 Glen Eden Drive; Naples, FL 34110 29. Aric Rudden; 14542 Satin Leaf Lane; Naples, FL 34110 30. Susan Leach Snyder; 17 Bluebill Ave. Apt. 803; Naples, FL 34108 31. James Floyd Snyder; 17 Bluebill Ave. Apt. 803; Naples, FL 34108 32. Patricia A. Clemente; 15505 Cedarwood Lane, Unit 205; Naples, FL 34110 33. Paul Clemente Jr.; 15505 Cedarwood Lane, Unit 205; Naples, FL 34110 34. Cheryl A. Wiecek; 14680 Glen Eden Drive; Naples, FL 34110 35. Marilyn Ann Stendahl; 14813 Glen Eden Drive; Naples, FL 34110 36. Carl Peter John Stendahl II; 14813 Glen Eden Drive; Naples, FL 34110 37. Mary Anne Lostaunau; 14742 Glen Eden Drive; Naples, FL 34110 38. Katherine Updegrove; 15505 Cedarwood Lane, Unit 101; Naples, FL 34110 39. William Noyes; 14576 Juniper Point Lane; Naples, FL 34110 40. Geraldine Noyes; 14576 Juniper Point Lane; Naples, FL 34110 41. Dennis Scharf; 14644 Glen Eden Drive; Naples, FL 34110 42. Donna Scharf; 14644 Glen Eden Drive; Naples, FL 34110 43. Edward Schiffer; 15495 Cedarwood LN APT 105; Naples, FL 34110 44. Nancy Rene Barton; 14581 Juniper Point Lane; Naples, FL 34110 45. Bill Larson; 425 Cove Tower Dr. # 1002; Naples, FL 34110 46. Nancy Straus; 14592 Glen Eden Drive; Naples, FL 34110 47. Jerry Straus; 14592 Glen Eden Drive; Naples, FL 34110 48. Brenda Sperry; 14595 Glen Eden Drive; Naples, FL 34110 49. Stephanie Fleetman; 14636 Glen Eden Drive; Naples, FL 34110 50. John Robert Tozer; 14581 Juniper Point Lane; Naples, FL 34110 51. Jim Wydick; 14591 Glen Eden Drive; Naples, FL 34110 52. Sandy Green; 14591 Glen Eden Drive; Naples, FL 34110 53. Louis R. DePrisco; 9-501 Arbor Lake Drive; Naples, FL 34110 54. Kathleen Gallagher; 849 Carrick Bend Circle #201; Naples, FL 34110 55. Tom Duncan; 14620 Glen Eden Drive; Naples, FL 34110 56. Anna Duncan; 14620 Glen Eden Drive; Naples, FL 34110 57. Arthur S. Baldadian; 425 Dockside Drive, Unit 901; Naples, FL 34110 58. Stephen Nichols; 14734 Glen Eden Drive; Naples, FL 34110 59. Mary Nichols; 14734 Glen Eden Drive; Naples, FL 34110 60. Kimberly Campbell; 14801 Glen Eden Drive; Naples, FL 34110 61. Walter Waselovich; 14801 Glen Eden Drive; Naples, FL 34110 62. Jerry Mansbach; 14615 Glen Eden Drive; Naples, FL 34110 63. Shirley Halpern; 14615 Glen Eden Drive; Naples, FL 34110 64. Gilbert Banker; 14624 Glen Eden Drive; Naples, FL 34110 65. Dr. Karen Wasko; 14538 Satin Leaf Lane; Naples, FL 34110 66. Laraine Deutsch; 15525 Cedarwood Lane #102; Naples, FL 34110 67. Richard T. Peebles; 14551 Juniper Point Lane; Naples, FL 34110 68. Douglas R. Bloom; 14551 Juniper Point Lane; Naples, FL 34110 69. Elizabeth T. Cressy; 14664 Glen Eden Drive; Naples, FL 34110 70. David A. Cressy; 14664 Glen Eden Drive; Naples, FL 34110 71. John H. Rupnow; 14555 Juniper Point Lane; Naples, FL 34110 72. Steven Picheny; 8231 Bay Colony Drive, Apt 404; Naples, FL 34108 73. Joe Wood; 669 Mainsail Pl.; Naples, FL 34110 74. Judith K. Cooper; 14534 Satin Leaf Lane; Naples, FL 34110 75. Gail K. Frazee; 858 Carrick Bend Circle # 101; Naples, FL 34110 76. James D. Shaw; 841 Carrick Bend Circle Unit 201; Naples, FL 34110 77. Katherine P. Shaw; 841 Carrick Bend Circle Unit 201; Naples, FL 34110 78. Nanlee K. Hall; 866 Carrick Bend Circle # 103; Naples, FL 34110 79. Diane M. Mascianica; 14516 Satin Leaf Lane; Naples, FL 34110 80. Francis S. Mascianica, Jr.; 14516 Satin Leaf Lane; Naples, FL 34110 81. Robert LaForgia 14676 Glen Eden Drive; Naples, FL 34110 82. Alan Massey; 5615 Sherborn Drive; Naples, FL 34110 83. Patricia Massey; 5615 Sherborn Drive; Naples, FL 34110 84. Ellen Wright; 14688 Glen Eden Drive; Naples, FL 34110 85. Josephine Dingler; 1001 Arbor Lake Drive # 106; Naples, FL 86. Richard Dingler; 1001 Arbor Lake Drive # 106; Naples, FL 34110 87. Joni Gonnelly; 15495 Cedarwood Lane; Naples, FL 34110 88. Joe Gonnelly; 15495 Cedarwood Lane; Naples, FL 34110 89. Margaret K. Ross; 14520 Satin Leaf Lane; Naples, FL 34110 90. Patsy A. Abbett; 14512 Satin Leaf Lane; Naples, FL 34110 91. Dinah Rosenthal; 14566 Juniper Point Lane; Naples, FL 34110 92. Doug Fee: 754 Pan Am Avenue; Naples, FL 34110 93. Thomas A. Lynch; 14710 Glen Eden Drive; Naples, FL 34110 May 31, 2017 I.ADMINISTRATIVE APPEAL REQUEST Appellants are requesting that the Collier County Board of Commissioners reverse the: 1. administrative reduction in building separation and 2. administrative increase in building widths and 3. administrative approval of additional dwelling units and 4. administrative increase in overall building height all of which are described in further detail in the narrative below, and were made without a public hearing, and without providing a procedural due process noticed opportunity for adversely affected third parties, including Appellants and the public, to be heard. Appellants further request the Collier County Board of Commissioners mandate compliance with the Cocohatchee Bay Settlement Agreement and Release, signed on June 9, 2008 and recorded by the Clerk of Courts the following day, which references the 3 SDPs approved before, or concurrent with, recording of the Settlement Agreement and referenced in the Settlement Agreement, paragraph 3 (Exhibit 19) and require that any significant changes to the PUD and the SDPs approved in conjunction with said Settlement Agreement be approved by the BCC and require a supermajority vote of the BCC pursuant to the Cocohatchee Bay Settlement Agreement and Release. II. Narrative Describing the Request and Legal Basis for Appeal The Cocohatchee Bay Settlement Agreement, PUD, the Bald Eagle Management Plan, recommendations from the Planning Commission, and three SDPs reviewed and approved by staff, were approved by the Board of County Commissioners (hereinafter referred to as “BCC”) on April 22, 2008. (Exhibit 7). This action was taken as part of the Summary Agenda. The BCC approved all documents as presented without objection from the County Attorney, County Manager, county staff, the petitioner, and the petitioner's agent or citizens. The Settlement Agreement, signed on June 9, 2008 and recorded by the Clerk of Courts the following day, is a legally binding document in which paragraph 21 unambiguously relates that any changes must be “executed with the same formalities” specified in this Agreement. (Exhibit 19) Thus, changes must be approved by a supermajority of the BCC. Even apart from the Settlement Agreement, the Cocohatchee Bay PUD, approved December 12, 2000, contains a Development Standards table (Exhibit 1 p 2375) with the formula for determining “distance between principal structures” (0.5 SBH *fn3) The formula 0.5 SBH means that the distance between buildings should be one-half the sum of the buildings’ height (200’ + 200’ = 400’ divided by 2 = 200’). Therefore, the distance between two buildings 200’ in height should be at least 200’. The Cocohatchee Bay PUD, approved December 12, 2000 does contains a *footnote 3: “Where buildings with a common architectural theme are angled, skewed or offset from one another, and walls are not parallel to one another, the setbacks can be administratively reduced.” Footnote 3 should not be applied to allow unreasonable, significant major reductions or increases without first going to the BOCC. Footnote 3 administrative reductions should only be applied reasonably to minor or insignificant reductions unless these changes are brought back to the BOCC and procedural due process is afforded to affected third parties and citizens. Administrative staff reductions should not have been used to drastically and significantly reduce setback distances between buildings to nearly half the required setback, or to increase the width of buildings 50’ wider than shown in the PUD. The setback were nearly halved without a public hearing and opportunity for public comment on significant changes to building separation distances without procedural due process notice and a right to be heard in a BOCC public hearing. The county staff does not have the requisite authority to make modifications to the SDPs utilizing administrative. Despite this fact, the following changes to Cocohatchee Bay aka Kalea Bay have already been implemented in phase 1 and have been approved by staff for phases II-VI: -- Building Separations: Building separations are less than code minimums of 1/2 the sum of the building heights, and less than the already reduced and adjusted separations (as per PUD footnote #3, Exhibit 7A) shown on the SDPs attached to the PUD and Settlement Agreement. Those separations are as follows: building 1 to 2, 153 feet; building 2 to 3, 126 feet; building 3 to 4, 127 feet; building 4 to 5, 341 feet. (Exhibit 7A). Building 1 is now nearly completed and is 50 feet wider than shown on the BCC approved SDPs. The apparent intent is to also make buildings 2-5 each 50 feet wider, thus adding the equivalent of a sixth building to the plan. Increasing the width of these buildings would further exacerbate the building separation issue and result in them being just 109 feet, 165 feet, 100 feet and 100 feet apart. Staff interpretation that there is no limit to an administrative reduction building separations because of clauses such as 'footnote #3', is not a credible interpretation, reducing the language to an absurdity. Additionally, staff cannot ignore the fact that the CCPC memo was included on the Summary Agenda and was approved by The Board on April 22, 2008. (Exhibit 7C). To quote from the CCPC review that was accepted and approved by Board action, "However, as a result of language in the PUD, the CCPC recommended reference to building separation be removed from the Settlement and the applicants rely upon the interpretation of the PUD with the understanding that the separations would not be less than those shown on the SDPs reviewed by the CCPC. As an alternative to the reduction in separation, greater distances could be provided by moving alternating towers closer to Vanderbilt Drive.” (Exhibit 7C). Collier staff members unilaterally, and without authority, permitted significant major modifications without noticing a public hearing by the BCC. In the Memorandum (Exhibit 33) attached to Amendment SDPA PL20160002242, in the Amendment Approval Notification, staff cited several examples of alleged historical application of administrative reduction. Only one of the citations was a high-rise and that was for a side set- back which is not a building separation issue. In Brandon Sancho’s response to our request for public records (Exhibit 25) showing all instances in Collier County in which staff allowed administrative reduction of the required minimum separation between skewed buildings having a common architectural theme (Exhibit 26), “The footnote in question is related to the Cocohatchee Bay Planned Unit Development (PUD). The only project that has utilized this specific footnote is Kinsale Condominiums Phases II-VI, SDP-2004-AR-5284.” Kinsale is Cocohatchee Bay as indicated later in his response. Therefore, there are no past projects analogous to the Kalea Bay project. -- Width of Buildings: Building 1 is nearly completed and is 50 feet wider than shown on the BCC approved SDPs. The apparent intent is to also make buildings 2-5 each 50 feet wider, thus adding the equivalent of a sixth building to the plan. Increasing the width of these buildings would further exacerbate the building separation issue and result in them being just 109 feet, 165 feet, 100 feet and 100 feet apart. -- Guest Suites: The developer has added twelve (12) guest suites as accessory units. The PUD lists guest suites and cabanas as permitted uses and they are to be counted as part of the total number of residential units-- 590. Four 20 story buildings, each with 120 units, equals 480 units. One 17 story building adds 102 units. Adding twelve guest suites brings the total unit count to 594. So, as of this date, and without bringing the issue to the BCC for a public hearing and without the approval by a BCC supermajority required by the Settlement Agreement, staff appears to be allowing the developer to exceed the maximum number of units specified. -- Height: Plans are in progress to add an additional story to each of the buildings by enclosing certain accessory roof-top structures such as the community meeting room and fitness center. According to the PUD, “building height shall be the vertical distance measured from the first habitable finished floor elevation to the upper-most finished ceiling elevation of the roof structure.” The elevated pool adds to the building height as well. Also, County Land Development Code staff and Zoning & Land Development staff issued an official clarification on the issue of roof-top accessory structures: SC 2004-05. "...the language in question was intended to allow accessory uses which would not have the visual effect of increased height, and refers to unenclosed, unroofed, and non-air-conditioned space for recreation use." (Exhibit 36). A housing unit (a habitable structure) has been added to the upper garage level, conflicting further with the definition of building height as defined in the PUD. Numerous attempts to attain an explanation for such conduct have fallen on deaf ears. These include attempts such as: asking questions to staff (Exhibit 15,26), speaking with our District 2 Commissioner (Time line Feb 24, 2017), and addressing each of the Commissioners (Time line: Feb 22, 2017, Feb 27, 2017, March 20, 2017) to share our concerns. (Exhibits 15 -22) We have attended BCC meetings (April 18, 2017-Exhibit 27), sent letters to the newspaper (Exhibit 8, 8A), and emailed or visited staff (Exhibit 22A), but to no avail. These attempts took place both before and after construction of building one. In fact, appellants were forced to engage counsel [ Ralf Brookes] in early 2015. Appellants discovered that plans existing at the County are inconsistent with those submitted to South Florida Water Management District -- preventing any factual analysis to be conducted. (Exhibit 13A) On March 24, 2015, the developer attempted to breach the Agreement by adding 62 housing units to the eastern parcel (Exhibits 9, 10, 11). At that time, the Collier County Commissioners denied this attempt and agreed not to open or amend said Settlement Agreement. Residents in North Naples thought that the Settlement Agreement and PUD would protect the Cocohatchee Bay area as this Agreement promised “forever” and “in perpetuity.” However, that has not proven to be true. Counsel for the appellants sent a letter to Collier County via th e County Attorney (Exhibit 16) in which he stated our objections to non-compliance with the Settlement Agreement and PUD. Objections included: unreasonable building separations, the means by which those were determined, the lack of public hearing and the allowance of habitable space in the upper garage level. County Commissioners did not receive a copy, hence visits to each. If Kalea Bay were to be built as currently proposed, it would not be compatible with the neighborhood. (Exhibit 38) Nowhere else in this area are there high-rises where the distances between buildings have this degree of unreasonable separation. III. Relief Sought 1. ISSUE 1 NO PUBLIC HEARING: County staff has allowed changes to the SDPs approved in conjunction with the 2008 Cocohatchee Bay Settlement Agreement without a public hearing. As explained in the “Narrative Describing This Request,” staff made significant changes that far exceeded minor adjustments, were not reasonable adjustments, and will have an observable negative impact on our community forever. RELIEF SOUGHT: The Collier County Board of Commissioners reject the significant adverse and unreasonable changes made by staff to the original SDPs. In addition, we request that the Collier County Board of Commissioners upholds the Settlement Agreement and requires that any changes to SDPs should be reviewed by staff and then submitted to the BCC for a public hearing. 2. ISSUE 2 BUILDING SEPARATION: The Cocohatchee Bay PUD, approved December 12, 2000, contains a Development Standards table (Exhibit 1 p 2375) with the formula for determining “distance between principal structures” (0.5 SBH *fn3) referencing a *footnote 3: “Where buildings with a common architectural theme are angled, skewed or offset from one another, and walls are not parallel to one another, the setbacks can be administratively reduced.” The formula 0.5 SBH means that the distance between buildings should be one-half the sum of the buildings’ height (200’ + 200’ = 400’ divided by 2 = 200’). Therefore, the distance between two buildings 200’ in height should be 200’. Footnote 3 should be applied reasonably, and should not be used to drastically and significantly reduce setbacks, especially when buildings were made 5 0’ wider than shown in the PUD. (See Issue 3 below). Taken to the extreme, footnote 3 should not be used to eliminate the requirements for building separation with no limit to the amount of administrative reduction. Typically, administrative reductions might involve a few feet or small percent but not drastic, significant reductions that will have an observable negative impact on our community forever. The staffs’ unlimited interpretation of footnote 3 allowed Kalea Bay building separations to be reduced from the 200’ required by code to 153’, 126’, 127’ between buildings and reduced the setback from the lake to 431’. We have also highlighted a portion of a quote from the “CCPC SUMMARY OF COCOHATCHEE BERT HARRIS REVIEW” (Exhibit 7C) which is part of the Executive Summary dated April 22, 2008. It states, “However, as a result of the language in the PUD, the CCPC recommended that reference to building separation be removed from the Settlement Agreement and the applicants rely upon the interpretation of the PUD with the understanding that the separations would not be less than those shown on the SDPs reviewed by the CCPC.” If you allow the widths of buildings 2—5 to be increased 50 feet (our 3rd ISSUE), building separations will be “less than those shown on the SDPs reviewed by the CCPC.” RELIEF SOUGHT: We ask the Board of County Commissioners to enforce the building separation formula and require the 200’ separation between buildings. For the future of our community, we request that limits be in place for the amount or degree of administrative reductions that can be made by County staff. While a 5 % reduction might be reasonable, a 50% reduction to the SDPs approved with the Settlement Agreement and PUD is not reasonable! 3. ISSUE 3 BUILDING WIDTHS: County staff administratively approved an increase in width from 260’ to 310’ for Kalea Bay Building 1. Apparently, the intent is to make Buildings 2—5 at least 50’ wider as well, thus adding the equivalent of a sixth building. Making the buildings wider exacerbates the already reduced and adjusted building separations. If buildings 2—5 are allowed to become 50’ wider, the towers would be just 109’, 165’ 100’ and 100’ apart —in most cases half the distance they should be. These buildings will appear to be a wall of concrete with very limited light, air flow and view between them. Depictions drawn to scale (Exhibit 37) illustrate that it would truly create a “condo-canyon” on the landscape along with the deep, uninterrupted shadows for drivers, pedestrians, and bikers. It would certainly detract from the sense of place in our community. The expansion of building widths, combined with the unreasonable administrative adjustment to building separations, gives Kalea Bay a look that is not compatible with our neighborhood. RELIEF SOUGHT: Retain the building widths approved in the PUD. Do not allow buildings 2—5 to be increased in width from 260’ to 310’. This does not comply with the SDPs approved with the Settlement Agreement and PUD. 4. ISSUE 4 GUEST SUITES: The developer has added 12 guest suites as accessory units. The PUD lists guest suites under “Uses Permitted” as a “Principal Use” along with multi-family dwellings. Four 20 story buildings, each with 120 units, equals 480 units. One 17 story building adds 102 units. Adding twelve (12) guest suites brings the total unit count to 594. So, as of this date, staff appears to be allowing the developer to exceed the maximum number of dwelling units specified. RELIEF SOUGHT: Require that guest suites be counted as part of the total number of residential units, a maximum total of 590. 5. ISSUE 5 BUILDING HEIGHT: Four (4) of the Kalea Bay towers are limited to 20 stories or a maximum of 200’ in height and the fifth building is limited to 17 stories or a maximum of 175’ in height. Plans are in progress to add an additional story to each of the buildings by enclosing certain accessory roof-top features such as the community meeting room and fitness center which would violate these height limits. See Kalea Bay’s website. RELIEF SOUGHT: Do not allow the Applicant to add an additional story to each building by enclosing the fitness center and community meeting room. Enforce the maximum height of each of the buildings as shown on the SDPs per the Settlement Agreement and PUD. 6. ISSUE 6 GARAGE DWELLING UNIT: A housing unit (habitable structure) has been added to the upper garage level which further conflicts with the definition of building height as defined in the PUD. It also appears that this housing unit will not be counted as part of the density. RELIEF SOUGHT: Remove the dwelling unit from the upper level of the garage or count that garage level with the habitable floors. Furthermore, if the unit is allowed, it must be counted as part of the 590 - maximum density per the Settlement Agreement and PUD. 7. ISSUE 7 RESTRICTIVE COVENANTS: Paragraph eight of the Settlement Agreement states that one-fifth of the golf course parcel, east of Vanderbilt Drive, is to be placed into RECORDED Restrictive Covenants before or at the issuance of a Certificate of Occupancy for each Kalea Bay building. Building 1 should be getting its Certificate of Occupancy in 2017. No Restrictive Covenant has been recorded. When the Restrictive Covenant is issued, it should be reviewed by the County Attorney prior to its recording. REQUEST: Monitor and be aware of this rapidly approaching requirement contained in the Settlement Agreement. That land was purposed to provide green space and additional buffering for adjacent communities and one-fifth of the golf course parcel, east of Vanderbilt Drive must be placed into a RECORDED Restrictive Covenant before or at the issuance of the Certificate of Occupancy for each Kalea Bay building. 8. ISSUE 8 INVASIVE CONTROL: Glen Eden on the Lakes, for example, has been paying to have invasives removed from its 67.5’ buffer (preserve) with the Cocohatchee Bay golf course for at least 15 years. However, the developer had not done maintenance within his 100’ adjoining native vegetation buffer until 2016. At that point, the invasives had taken over to such a degree that the removal of invasives resulted in nearly total destruction of the vegetation buffer. REQUEST: Replant buffer with native trees and maintain vegetation buffer (preserve area) now that the invasive trees have finally been removed. We also request that compliance with county regulations regarding maintenance of preserves and removal of invasive species be monitored. 9. ISSUE 9 10 FOOT PATHWAY ON WEST SIDE OF VANDERBILT DRIVE: Paragraph 9 of the Settlement Agreement requires a 10-foot pathway be constructed on the west side of Vanderbilt Drive. It states that “This construction of the pathway shall be accomplished by Lodge with Lodge’s funds and shall be completed upon the issuance of the first certificate of occupancy or temporary certificate of occupancy for the first residential condominium building within the Cocohatchee Bay PUD Project.” In 2016, the County dug up the old walkway west of Vanderbilt Drive to install new water pipes. Then, the County installed a new walkway west of Vanderbilt Drive. In some places, it is 6 feet wide; in some places , it is 8 feet wide; in some places, it is 9 feet wide. In some places, it is black asphalt and in other places it looks like cement sidewalk. It is hodge-podge in appearance and is definitely not a “10-foot pathway”. We observed the County doing all the work on this walkway, but we do not know if it was built by or with Lodge funds. RELIEF SOUGHT: Require Lodge to pay for and install a complete 10- foot pathway on the west side of Vanderbilt Drive as per terms in the Settlement Agreement. IN SUMMARY: Appellants are requesting that the Collier County Board of Commissioners mandate compliance with the Cocohatchee Bay Settlement Agreement and Release, signed on June 9, 2008 and r ecorded by the Clerk of Courts the following day. Compliance as requested includes the Settlement Agreement, PUD, Bald Eagle Management Plan, recommendations from the Planning Commission and three SDPS reviewed and approved by staff. We request that you do not allow staff to approve changes to the SDPs WITHOUT A PUBLIC HEARING. We request that the building separation formula be applied to require building separation of ½ sum of the total building height for Kalea Bay towers. At the very least, we require that building separations not be “less than those shown on the SDPs reviewed by the CCPC.” Furthermore, we request that the BCC put limits in place regarding the amount or degree of administrative reductions that can be made by county staff. Clearly defined limitations would result in uniformity, transparency and consistency in staff decisions. We request that you do not allow staff to approve Kalea Bay Buildings 2—5 to be built 50 feet wider than the 260 feet shown on the approved SDPs. It is unfair to allow county staff to administratively change this important project component WITHOUT A PUBLIC HEARING. It is unconscionable to deny citizens and neighbors their procedural due process rights. Appellants deserve the opportunity to be heard IN A PUBLIC HEARING on whether these changes should have been approved by the County with staff input only. The changes that were made to Kalea Bay SDPs by staff were not minor changes of a couple of feet but major departures from what the citizens thought they were getting. REQUEST FOR RETURN OF ADMINISTRATIVE APPEAL FEE FOR THIRD PARTY CITIZEN OBJECTORS: We request that the Collier County Commissioners waive or return the fee for this Administrative Appeal. We have tried contacting Commissioners on numerous occasions prior to the plans being approved by staff to let them know that the construction at Kalea Bay was not being done according to the Settlement Agreement, PUD and SDPs. The County Attorney advised us that the only way to bring this to your attention was to file an Administrative Appeal. That hardly seems fair. We hope you will waive the fee. Thank you. /s/ Ralf Brookes Attorney for Appellants June 6, 2017 Cocohatchee Bay PUD Time Line BACKGROUND INFORMATION: December 12, 2000: The Cocohatchee Bay Planned Unit Development (PUD) Ordinance No. 2000-88 was approved by the BCC. It included 532.09 acres of land, 590 dwelling units, 4 towers 20 stories tall, 1 tower 15 stories tall, a golf course with 3 holes west of Vanderbilt Dr. and 15 holes east of Vanderbilt Dr. Of the 590 dwelling units, 110 units were approved east of Vanderbilt and 480 units were approved in the towers. (Exhibit 1) The 2000 PUD also included a Bald Eagle Management Plan in which Lodge agreed to a “no construction zone” within 750’ of the bald eagles’ nest (1500’ during nesting season.) When the bald eagle was removed from the endangered species list, Lodge applied for and received approval from state and federal agencies and submitted a site development plan. CCPC advised that a PUD amendment to amend the Bald Eagle Management Plan would first be required. (Exhibit 2) May 10, 2005: BCC heard Lodge’s request to amend the Bald Eagle Management Plan and denied the request by a vote of 4-1. (Exhibit 3) June 8, 2005: Lodge filed a Petition for Certiorari. (Exhibit 4) September 12, 2005: BCC directed the County Attorney’s office and staff to draft a settlement agreement to resolve Lodge Abbott Associates, LLC v. Collier County, Case No. 05-967-CA. (Exhibit 5) December 12, 2006: At the BCC meeting, citizens were involved in discussions of terms to be used in the Settlement Agreement. There was a vested interest in said agreement by those in the N. Naples neighborhood. (Exhibit 6) The CCPC reviewed the Settlement Agreement at three meetings held December 13, 2007, January 11, 2008 and February 25, 2008 to ensure it aligned with the PUD and the LDC. (Refer to CCPC meetings on those dates to see transcripts.) March 25, 2008: The Settlement Agreement, the amended PUD, recommendations from the Planning Commission and three SDPs reviewed and approved by staff were presented to the BCC. Commissioner Halas asked to have everything pulled because he had not had time to review the SDPs. His request was agreed to by the Board and the petitioner’s agent with the understanding that it would come back to the Board at the next meeting. (Exhibit 6A) April 22, 2008: The same documents presented at the March 25th meeting were presented again, but as part of the Summary Agenda. The BCC approved the Settlement Agreement and all accompanying documents as presented, without objection from the County Attorney, County Manager, county staff, the petitioner, the petitioner’s agent or citizens. (Exhibit 7) April 22, 2008: See 2008 Development Standards from Amended PUD (Exhibit 7A) and 2008 Bald Eagle Management Plan from amended PUD (Exhibit 7B) On multiple dates, Lodge attempted to increase density and change zoning: December 31, 2013; April 14 & 15, May 2, 2014; August,2014. (per applications to County Staff) Mid January, 2015-March, 2015: Area residents, in letters to the editor in Naples Daily News, vocalized opposition to opening the Settlement Agreement, amending the Agreement or the amended PUD or rezoning the land from golf course to residential. (Exhibit 8) March 24, 2015: At BCC meeting, Commissioners voted unanimously to NOT open the Settlement Agreement. (Exhibit 9) April 7, 2015: Richard Grant, the petitioner’s attorney, asked County for reconsideration. Threatened to sue county if not granted. (Exhibit 10) April 14, 2015: At the next BCC meeting, a motion for reconsideration was made. No Commissioners seconded it. (Exhibit 11) April 26, 2015: The threat to sue the county was recanted in a $4,000 full-page ad in the Naples Daily News. (Exhibit 12) June 17, 2015: Lodge extended a 2004 golf course permit. (Exhibit 13) ACTIONS REGARDING COCOHATCHEE BAY PUD/SETTLEMENT AGREEMENT October 22, 2015: The Hearing Examiner absolved Lodge Abbott from number 5 on the Settlement Agreement in which Lodge had agreed to pay $3 million to affordable housing. Paragraph 21 of the Settlement Agreement states that this agreement “can be amended only by a written instrument specifically referring to this Agreement and Release and executed with the same formalities as this Agreement and Release.” (Exhibit 14) January 13, 2017: Diane Rupnow met with Mike Bosi, Director of Collier County Zoning Division, to ask questions regarding the Cocohatchee Bay PUD. Unable to answer her questions, he referred them to Chris Scott, Collier Planning Manager-Development Review. January 23, 2017, Chris Scott replied to the 14 questions. (Exhibit 15) February 7, 2017: Attorney, Ralf Brookes sent a letter to Collier County via the County Attorney in which he stated our objections to Kalea Bay being built as proposed. Objections included: unreasonable building separations, the means by which those were determined, the lack of public hearing, and the allowance of habitable space in the upper garage level. Other issues were also stated. (Exhibit 16) This letter was not distributed to County Commissioners. February 22, 2017: Members of the Cocohatchee Bay Neighborhood Committee met with Commissioners Taylor and Fiala and hand delivered this letter from Attorney Ralf Brookes and a packet of information which detailed already made and proposed changes to SDPs previously approved with the Settlement Agreement. (Exhibits 15-22) They voiced opposition to those changes especially County Staff’s interpretation of Footnote 3 in the Development Standards of the amended PUD. (Exhibit 7A) February 22, 2017: County Attorney advised us to file an Administrative Appeal regarding Kalea Bay concerns. Mike Bosi informed us that we could not file an Administrative Appeal until SDPA PL SDPA PL20160002242 for changes to Buildings 2—5 had been approved. February 24, 2017: Members of the Cocohatchee Bay Neighborhood Committee met with Commissioner Solis and hand delivered the letter from Attorney Ralf Brookes and along with a packet of information which detailed already made and proposed changes to SDPs previously approved with the Settlement Agreement. (Exhibits 15-22) They voiced opposition to those changes especially County Staff’s interpretation of Footnote 3 in the Development Standards of the amended PUD. (Exhibit 7A) February 27, 2017: Members of the Cocohatchee Bay Neighborhood Committee met with Commissioner Saunders and hand delivered the letter from Attorney Ralf Brookes along with a packet of information which detailed already made and proposed changes to SDPs previously approved with the Settlement Agreement. (Exhibits 15-22) They voiced opposition to those changes especially County Staff’s interpretation of Footnote 3 in the Development Standards of the amended PUD. (Exhibit 7A) March 10, 2017: Judi Palay, Diane Rupnow, Carl Stendahl, David Cressy, Brad Schiffer, Donna Reed Caron, and Kathy Gallagher met with Mark Strain to share objections to County Staff changes to SDPs and the amended Cocohatchee Bay PUD that had been approved with the Settlement Agreement. They voiced opposition to those changes especially the County Staff interpretation of Footnote 3 in the Development Standards of the amended PUD (Exhibit 7A) which allowed unreasonable reductions in building separation. They asked for his advice on how to proceed with their objections. Mr. Strain said he would research documents relevant to the stated concerns. He received the same packet of information given to Commissioners. (Exhibits 15-22) March 13, 2017: Upon advice of the County Attorney, Mr. Strain recused himself from working with us. Because he is the Hearing Examiner, this could potentially become a conflict of interest down the road. (Exhibit 22A) March 14, 2017: Diane Rupnow wrote to County Commissioners, “Since the separation of high-rise buildings is important to the ambience of an entire community, could we obtain a written review of the staff process to allow the administrative reduction to one half of the intended minimum separation? Also, we would like to know what staff members are responsible for the administrative review on this issue.” She received no response. (Exhibit 23) March 16, 2017: Judi Palay and Diane Rupnow sent a formal request to six County Staff asking them to alert us immediately if/when the amendment to the SDP (SDPA PL20160002242) for Kalea Bay’s Buildings 2-5 was approved. (Exhibit 24) March 20, 2017: Members of the Cocohatchee Bay Neighborhood Committee met with Commissioner McDaniel and hand delivered the letter from Attorney Ralf Brookes along with a packet of information which detailed already made and proposed changes to SDPs previously approved with the Settlement Agreement. (Exhibits 15-22) They voiced opposition to those changes especially County Staff’s interpretation of Footnote 3 in the Development Standards of the amended PUD. (Exhibit 7A) March 30, 2017: Diane Rupnow and Judi Palay sent a formal request for public records sho wing all instances in Collier County in which staff allowed administrative reduction of the required minimum separation between skewed buildings having a common architectural theme. (Exhibit 25) A follow -up call to the County Manager was referred to Brandon Sancho who collected information from County Staff and responded on April 19th. (Exhibit 26) April 2, 2017: Ninety North Naples residents met at the Glen Eden Clubhouse to share information about the Cocohatchee Bay PUD. They discussed the following objections to Kalea Bay being built as proposed: its incompatibility with our neighborhood, County Staff allowing the width of the buildings to be increased by 50’, County Staff misinterpreting a footnote resulting in buildings being too close together, County Staff not having authority to change SDPs passed in conjunction with the Settlement Agreement. April 11, 2017: Twelve concerned citizens from four North Naples residential communities attended the BCC meeting and had signed up to speak during Public Comment. They wanted to request a public hearing about Kalea Bay--a topic not on the agenda. After the initial speaker, the County Attorney would not allow others to continue because he felt it might be considered lobbying the Commissioners. (Exhibit 27) April 18, 2017: Eleven citizens from four North Naples Communities met with Commissioner Penny Taylor to state concerns about the County Attorney not allowing them to speak during Public Comment at the April 11, 2017 BCC meeting. She explained proper procedure and suggested our next step should be to address our own District 2 Commissioner, Andy Solis. April 28, 2017: Members of our Cocohatchee Bay Neighborhood Committee met with the County Manager to voice concerns about Kalea Bay SDPs having been changed, violating the Settlement Agreement. The County Attorney did most of the talking at that meeting and informed the attendees that SDPs had not been approved as part of the Settlement Agreement and therefore, County Staff could treat Kalea Bay as any PUD. The facts indicate otherwise: The SDPs are listed by number in paragraph three of the Settlement Agreement: “3. The settlement shall be contingent upon three site development plans (‘SDPs’) that Lodge has submitted being approved by the County, in accordance with the rules and regulations of the County as well as the development standards set forth in the original PUD and as may be varied by the express terms of this Agreement and Release. These three SDPs are identified as AR5282, AR5283 and AR5284.” (Exhibit 28) The Executive Summary of April 22, 2008, page 2 states: “The Site Development Plans (SDPs) as referenced in the settlement agreement have been reviewed and approved by County Staff pursuant to the Land Development Code, the Cocohatchee Planned Unit Development and the proposed Settlement Agreement.” (Exhibit 29) May 5, 2017: Donna Reed Caron attended the April 28th meeting with the County Manager and Attorney. On May 5th, she sent a letter to the County Manager in which she presented a timeline of facts for review and expressed a need for County staff to uphold terms of the Settleme nt Agreement in its entirety. (Exhibit 30) May 11, 2017: Matt McClean notified Diane Rupnow and Judi Palay that County Staff had approved SDPA PL20160002242) for Kalea Bay’s Buildings 2-5. (Exhibit 31) Attachments were: ADPA Approval Letter (Exhibit 32), Memorandum (Exhibit 33), Exhibit A (Exhibit 34) and Utility Checklist (Exhibit 35). Rev. May 29, 2017 LIST OF EXHIBITS Exhibit 1: 2000 PUD Development Standards. OR: 4368 PG: 2373--2375 Exhibit 2: 2000 PUD Bald Eagle Management Plan. OR: 4368 PG: 2392--2395 Exhibit 3: May 10, 2005 BCC denied amendment to Bald Eagle Management Plan Exhibit 4: June 8, 2005 Writ of Certiorari Exhibit 5: September 12, 2006. BCC directed County Attorney to draft Settlement Agreement Exhibit 6: December 12, 2006. Input at BCC meeting from citizen Gary Eidson defining “green space.” (one of many examples in transcript) Exhibit 6A: March 25, 2008 BCC meeting item 12A Exhibit 7: April 22, 2008. BCC approved the Settlement Agreement and accompanying documents Exhibit 7A: 2008 Amended PUD Development Standards OR 4368 PG 2414-2416 Exhibit 7B: 2008 Amended PUD Bald Eagle Management Plan OR 4368 PG 2434—2438 Exhibit 7C: CCPC Summary of Cocohatchee Bert Harris Review in Executive Summary dated April 22, 2008 Exhibit 7D: Building Separation chart per Brad Schiffer, former planning commissioner, architect for state of Florida with numbers taken from SDPA PL 20160002242 Exhibit 8: Spring 2015 Naples Daily News Letters to Editor Exhibit 8A: Current Letters to the Editor of Naples Daily News Exhibit 9: March 24, 2015 BCC meeting. They voted to NOT open the Settlement Agreement. Exhibit 10: NDN Article “Hiller wants to give developer another chance to build homes instead of golf course.” Exhibit 11: April 14, 2015 BCC meeting. No commissioners would second motion for reconsideration. Exhibit 12: April 26, 2015 NDN Letter from Developer to the Community. Exhibit 13: June 17, 2015 Lodge extended 2004 golf course permit. Exhibit 13A: South Florida Water Management District Golf Course Plan Exhibit 14: October 22, 2015 Hearing Examiner absolved $3 million to affordable housing. Exhibit 15: January 23, 2017 Chris Scott answered questions about Cocohatchee Bay PUD Exhibit 16: February 7, 2017. Attorney Ralf Brookes sent letter to Collier County. Exhibits 15-22: February-March 2017. Packet of Information about Cocohatchee Bay taken to Commissioners. Contents: Answers from Chris Scott (Exhibit 15), Letter from Attorney Ralf Brookes (Exhibit 16), 20 pages of transcript of January 11, 2008 CCPC meeting (Exhibit 17), Dimensions of Kalea Bay Towers summarized by D. Rupnow (Exhibit 18), Depiction of Kalea Bay shown on Kalea Bay website (Exhibit 18A), Cocohatchee Bay Settlement Agreement (Exhibit 19), Cocohatchee Bay Settlement Agreement Analysis summarized by D. Rupnow (Exhibit 20), Cocohatchee Bay Golf Course Updates summarized by D Rupnow (Exhibit 21), Kalea Bay Website Amenities Section Pre/Post “Sham” letter (Exhibit 22) Exhibit 22A: March 13, 2017 email from Mark Strain recusing himself from working with us. Exhibit 23: March 14, 2017 email to Commissioners asking them to obtain a written review of staff process to allow Administrative Reductions to one half of the intended minimum separation. Exhibit 24: March 16, 2017 email to Collier County staff asking for immediate notification if/when SDPA PL20160002242 received approval. Exhibit 25: March 29, 2017 email to Collier County staff asking for copies of public records that document ALL instances in Collier County in which County Staff allowed administrative reduction of the required minimum separation between skewed buildings having a common architectural theme. We asked to have court case numbers and the names of all parties involved in those court cases included . Exhibit 26: email from Brandon Sancho (dated April 19th) in which he shared information gathered from staff regarding examples in Collier County in which County staff interpreted Footnote 3 of the Development Standards chart to administratively reduce minimum building separations. April 2, 2017: Meeting of concerned citizens at Glen Eden Clubhouse. (List of attendees available upon request.) Exhibit 27: April 11, 2017. Public Comment by Judi Palay at BCC meeting. Other registered speakers were denied permission to speak. Exhibit 28: Settlement Agreement, Paragraph 3 shows 3 numbered SDPs passed in conjunction with the Settlement Agreement. Exhibit 29: Executive Summary April 22, 2008 p. 2 states SDPs have been reviewed and approved by County Staff. Exhibit 30: May 5, 2017 Donna Reed Caron’s letter to County Manager. Exhibit 31: May 11, 2017 Matt McLean’s email notification of SDPA PL20160002242 approval. It included the following attachments: Exhibit 32: SDPA Approval Letter Exhibit 33: Memorandum Exhibit 34: Exhibit A Exhibit 35: Utility Checklist Exhibit 36: November 10, 2004 Ross Gochenaur’s “Clarification of Accessory Uses” Exhibit 37: Depictions of Kalea Bay showing shadows Exhibit 38: Photographs of Kalea Bay showing incompatibility Rev. May 30, 2017 o o o EXCERPT TRANSCRIPT OF T}IE I4EETIN6 OF THE BOARD CF CCLNTY COMMISSIONERS Naplcs, Florlda, }{aY 10, 2005 Agenda IBem 8ts - Cocohalchee Bay PUD Petirion PIrDA-2OO{ -AR- 5 ?85, vanderbilt ParEners It. LLc, reprcsenEeci by Richard Yovanovj'ch of coodleEEe, Colernan, and Johnson P.A. rcguesting Eo amend rhe Cocohacchee Bay PUD doeumanc for lhe Iinited purpose of amending rhc Bal'd Eaglc itan.gcm:nB Plan and rrlat,ed references in the planned uniB developmenE documcnt. The subject Property consleca of 532 acr€g. I!'s locaEed in Sec'-ions 0, 16, 1?, and 20. Township 48 souEh, Range 2S east, Collier CounEy, Florida. ORIGINAL GREGORY COI/RT REPORTING SERVICE, INC' 2550 Airport Road South, SuiBe A NapLes, Florida 3{ 112 TELEPHONE: (239) 7?{-{{1{FAJ( Q39\ 774 -526L Srgnit.ulc CofirluniE,les - BCc - Ma Y 10, 2 oo5 I : t 4 5 6 ? 8 9 10 ) It t2 13 14 15 :,6 t7 18 )i 22 23 21) alterna!,ive aftcr thls rEtion is dona uich, 124 Ehen ue,11 do lt. But ComlsEloncr H,alar, dld you wanE Eo 3ay rnythlng morc? CIC|O{ISSIONER !{AIAS: ro. etAtRlllAl{ ClytE: Okey. Thca I,m golng so c.ll chir noEion. A1l tn frvor o! ghc lEcton co deny, plclae algrrily by reylag ey:. CON{ltSSIOrEn HALTB: AyG. Oom,rrSSIOllER CO8ErIA: Ayc. CI{AIRIIIATI C0YLE: Aye. Cltro,tISSIOtfER FIAIA: Al,r. CthIRt{A}t COytE: Any opporcd, try lika rign. COiO{ISSIONER HEMtftlGr Ay.. ClrAIRt{A[ Cloyl8: Al/t!, ok y. Thcn Ehc ooE,lon to dcny thc tcLlEion l! .pprovcd by a votc o! a -1 , rlth Omllsionar llcnninE dllscnElng . I\ror, i! ther. rny ocher .ltcrnaE,lve ChaE -- Comnl8sj,oner Colctta rae golng dotrn another path. IE lhaE appropriatc at tbl8 point in t.i.mc or is chi.s deni,al final. David? l{R. IIEIGEL: t Ehtt:k }rou, ve taken your voEe. The denial ls final at this bcaring. ClIAIRltAlt C:r)yLE: Okay. Thank you very rruch. (Re$teltod excotTB of proce€dtng8 concluded. ) 25 2t Signature Cormunltleg - BCC - May 10. 2OOs I 2 3 { 5 5 1 8 9 10 , ll L2 13 14 15 15 L7 18 19 20 2L 22 23 24o STATE OF PIPRIDA ' ,,. EOU}{TY OF COLLIER ) I, T.rr1 &. tarlt, llotary Public, do hereby ccrElfy th.t thc lorogolng proccodlog! rcrc Eaken bcfore me as thc dacc rnd plecr tr atrtd ln thc c.pclon hcret,o on Page t hercot; f haE tba torcgoltrg cqruccr-eaalaccd cranscrlptlon, consl.tlDg of prgcr nuabcrcd 2 Ehrough 125. Inclusive, ls a !,ruc racord of lty Stcnograph noces Eaken a! said procccdlnga. Dlted Ehi! 16th day of H.y, 2OOs. -?..JI)L 1/.,2la TERRI L. LEIIIS. Notary Public. SE.tG of Ploride lly Corulaal,on No. DD 049720E:(plrce: August 21, 2OO5 25 ) Kalea Bay Comparison between the Settlement SDP and 2nd Phase SDP Building Widths and Building Separations Building 1 width 260 310 50 separation 153 109 ‐44 Building 2 width 260 310 50 separation 126 165 39 Building 3 width 260 310 50 separation 127 100 ‐27 Building 4 width 260 310 50 separation 341 100 ‐241 Building 5 width 260 310 50 1,300 747 1,550 474 250 ‐273 63.5% 36.5% 76.6% 23.4% 19.2% ‐36.5% 2,024 2nd Phase SDPSettlement SDP 2,047 variance Photographs of Kalea Bay Showing Incompatibility Aqua is the yellow building to the left. Kalea Bay building 1 is the right. Photo taken from the Yacht Club. Photo is taken from the east side of Vanderbilt Drive. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. 5/4/17 Reviewed and Approved For Permit Issuance 05/11/2017 PL20160002242 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. 5/4/17 Reviewed and Approved For Permit Issuance 05/11/2017 PL20160002242 Retn: 4176441 OR; 4368 PG; 2345 RBC FBI 826.00 CLERK TO THE BOARD RECORDED in the OFFICIAL RECORDS of COLLIER COUNTY, FL COFIBS 97.00 INTEROFFICE 4TH FLOOR 06/10/2008 at 10:46AK DWIGHT B. BROCK, CLERK BIT 7240 SETTLEMENT AGREEMENT AND RELEASE This Settlement Agreement and Release ("Agreement and Release") is made and entered into on this day of?,r,e_, , 2008 by and between the Board of County Commissioners of Collier County, Florida (the "County") and Lodge Abbott Associates, LLC ("Lodge") WITNESSETH: WHEREAS, on or around May 10, 2005, the County denied Lodge's Planned Unit Development ("PUD") Amendment request, a request that more specifically asked for an amendment to the PUD's Bald Eagle WHEREAS, the PUD Bay PUD; and WHEREAS, and for Collier County, F ' "to a ,t amendment to the PUD's Ba le Associates, LLC v. Collier is also Management and to as the Cocohatchee Judicial Circuit in concerning the proposed being styled Lodge Abbott �Tn WHEREAS, on or around May 1, 20(SLodge submitted a notice of claim to the County purportedly, among other things, pursuant to the Bert J. Harris, Jr., Private Property Rights Protection Act ("Bert Harris Act"), Section 70.001 et seq., Fla. Stat.; and WHEREAS, in accordance with Section 70.001(4)(c) of the Bert Harris Act, the County met at a regularly scheduled meeting on December 12, 2006 and authorized the making of a written settlement offer to resolve any and all claims Lodge had against the County; and WHEREAS, this Agreement and Release protects the public interest served by the regulations at issue. 2/28/08 revision OR; 4368 PG; 2346 NOW, THEREFORE, in consideration of the mutual covenants set forth in this Agreement and Release, the sufficiency of which is acknowledged, and with the intent to be legally bound, Lodge and the County mutually agree to the following: 1. The County and Lodge agree to adopt and incorporate the foregoing recitals, sometimes referred to as "Whereas clauses" by reference into this Agreement and Release. 2. The settlement documents will consist of the original PUD Ord. No. 2000-88 (Exhibit 1), the amended PUD (Exhibit 2), the revised Bald Eagle Management Plan for the amended PUD (attached as Exhibit `B" to the amended PUD), a phasing diagram entitled "Cocohatchee Bay Golf Course a Pathway Depiction (Exhibit 4). This Agreement and Release'IX iessy states the a p e deviations in development standards from the original Absent ah -expresg't rm in phis agreement and Release, the original PUD will control ft 3. The settleknt s ontingt u t site development plans s ("SDPs") that Lodge has subfnitted being approved Icy ffiq C 6unty, in accordance with the " °� rules and regulations of the Coment standards set forth in the original PUD and as may be varied by the express terms of this Agreement and Release. These three SDPs are identified as AR5282, AR5283 and AR5284. 4. The County will expedite the review of these three SDPs and all future building permit applications submitted by Lodge. The existing environmental impact statement ("EIS") does not need to be amended unless the SDPs are revised to increase wetland impact beyond the impact currently permitted by the South Florida Water Management District and the U.S. Army Corps of Engineers by more than five (5%) percent. 5. Lodge agrees to contribute $3 million to the County for affordable workforce housing. Payment shall be made at the rate of $600,000 for each of five (5) residential 2 2/28/08 revision OR: 4368 PG: 2347 condominium buildings to be built by Lodge at the time each building permit is issued. This payment shall be a credit against any affordable workforce housing fee adopted by the County. If no fee is adopted or if the fee is less than the payment set forth, the County shall retain the excess payment. 6. Within fifteen (15) days of the Effective Date of this Settlement Agreement, Lodge shall contribute the sum of $3 million to the County to fund Vanderbilt Drive corridor improvements and bridge enhancements. No impact fee credits shall be given for payment of this sum. Lodge recognizes that the County may request additional contributions up to the proposed road impact fees due for construction of the Vanderbilt shall be required, however $5,500,000.00 on the V initial $3 million shall Release, however, is applicable laws, ordinances or shall it fees upon approval of the SDPs. These to assist the County in funding the such additional contributions i4nce, that all parties have spent such sums paid over the in this Agreement and the County's ability under 0%) of all transportation impact be refunded to Lodge should Lodge be permanently prevented from commencing construction based upon actions by any governmental entity or any third party. County shall be entitled to retain these funds without any need for reimbursement upon the earlier of (1) Lodge's commencement of construction of the first tower, or (2) the exhaustion of time to file any third party challenge with respect to any matter concerned by this Agreement and the attachments hereto. 7. Lodge and the County agree that the Cocohatchee Bay PUD shall be exempted from the County's PUD sunsetting provisions within the LDC until the Effective 3 2/28/08 revision OR; 4368 PG; 2348 Date of this Settlement Agreement. At that point, the five year sunsetting provisions in the LDC shall govern. Lodge still shall be obligated to provide annual PUD monitoring reports. 8. As each residential condominium building receives the first certificate of occupancy or temporary certificate of occupancy, Lodge shall record restrictive covenants on one-fifth (1/5) of what is known as the GC Parcel, and when all five covenants are recorded, they will restrict the use of the entire GC Parcel to two (2) residential units and the uses described in the PUD for the golf course development area. The phasing diagram of this requirement is attached as Exhibit 3. These restrictive covenants shall each provide that if the golf course development area or any reason, then all of the GP,P*k including development area, except remain forever as green in Paragraph 5.3 of the ' A covenants will require a supe ity vote of the ever discontinued or abandoned for the entire golf course for th two (2) residential units, shall etxit to the uses expressly allowed { ei isions to these restrictive Commissioners. 9. To fully satisfy it iYj,g.tians,, jt�.0 t ,sidewalks along adjacent off-site w SAA .. public roads, Lodge shall construct a pathway ten (10) feet in width on the western side of Vanderbilt Drive (consistent with the Comprehensive Pathways Plan adopted by the County in 2006) in lieu of building a sidewalk on Wiggins Pass Road and a sidewalk on the east side of Vanderbilt Drive. The pathway is depicted in Exhibit 4. This construction of the pathway shall be accomplished by Lodge with Lodge's funds and shall be completed upon the issuance of the first certificate of occupancy or temporary certificate of occupancy for the first residential condominium building within the Cocohatchee Bay PUD Project. 10. Building Five as shown on the revised Bald Eagle Management Plan attached as Exhibit B to the amended PUD shall be increased from fifteen (15) stories to seventeen 4 2/28/08 revision OR; 4368 PG; 2349 (17) stories, but shall not exceed 175 feet in Building Height, as defined in Paragraph 3.5 entitled "Amended Cocohatchee Bay Community Development Standards" of the amended PUD, and Footnote 2 thereto. 11. The maximum number of dwelling units to be constructed by Lodge shall not exceed 590 units. Of these, a maximum of 590 units may be multi -family and constructed on the R Parcel. However, two (2) units of the 590 may be single family units to be built on the GC Parcel. The development standards for the single-family dwelling units on the GC Parcel shall be as set forth in Section 4.4 in the amended PUD, attached hereto as Exhibit 2. 12. What has been single R parcel as set forth in The development the amended PUD (except 13. If there are R-2 Parcels shall be replaced by a PUD Maste-r Plah: ,attached to the amended PUD. in Table II of Paragraph 3.5 of and Release). Plan required by federal or state agencies,\ 6 her County PLJV`*' mejW' niefit process shall be required. The County acknowledges that t �Xfn ded,Bald EA.W �l anagement Plan is in compliance with the County regulations. Lodge shall be exempt from any County regulations that may be adopted in the future applicable to the Bald Eagle and the County shall defer to the state and federal regulatory permitting process relating to the Bald Eagle Management Plan and issues related thereto. Lodge, however, shall be required to notify the County of any such changes required by state or federal agencies, which will then require an administrative change by the County to any of the previously approved SDPs under review or that have been approved by the County. Any change to the construction sequencing shall be considered an insubstantial change to the SDP. 14. The Cocohatchee Bay PUD is hereby amended as set forth in Exhibit 2. 5 2/28/08 revision OR: 4368 PG: 2350 15. Lodge shall and hereby does without limitation release, waive and forever discharge the County, its present and former elected or appointed officials and employees, insurers, sureties, agents, attorneys, and representatives of any and all claims, causes of action, costs, expenses, attorneys' fees, or charges of any kind that Lodge has or may have that arise from, or reference, relate or refer in any way, whether directly or indirectly, to the Cocohatchee Bay Project, PUD Ord. No. 2000-88, the related Bald Eagle Management Plan or any amendment or proposed amendment to the PUD Ord. No. 2000-88 or the Bald Eagle Management Plan through the date this Agreement and Release are approved and authorized by the Board for the Chairman's si claims and the claim asserted effective upon the County conditions set forth in 16. In the limitation all Bert Harris Act 05-967-CX,t`T,,%s release shall be immediately in 'accordance with the terms and E ireement and Release, the County and Lodge agree to i cooperatively to c feid Agreement and Release. In this regard, the County and Lo --seek to k ebc>me parties to any such challenge proceeding if one or the other of them is not named as a party in the first instance. The County and Lodge shall each bear their own costs and attorney's fees in any such proceeding. 17. If any third party challenge to this Agreement and Release should ever be successful, after exhaustion of all appeals or other requests for review or reconsideration or federal permit conditions prevent Lodge from being able to develop the project consistent with the amended PUD Master Plan then the County agrees to return all money provided by Lodge under this Agreement and Release upon sixty (60) days written notice from Lodge and to allow Lodge to retain the Bald Eagle Management Plan as permitted by this Agreement and Release to the extent allowed by law. In addition, if Lodge is ultimately unable to obtain 6 2/28/08 revision OR: 4368 PG: 2351 required federal permits for the SDPs as referenced in this document and is therefore unable to build this project (exclusive of any federal permits or approvals for docks), Lodge likewise will be entitled to a refund of all money provided under this Agreement and Release within sixty (60) days of written notice from Lodge and Lodge shall retain the Bald Eagle Management Plan as permitted by this Agreement and Release to the extent allowed by law. 18. Nothing in this Agreement and Release or the settlement documents shall be construed or interpreted to confer any right to docks or any particular number of docks. 19. The Agreement and Release shall be binding upon Lodge's and the County's predecessors, successors, assigns, ofiS ;- -aaq former employees, owners, present and former elected or appointed o ,"s, insurers, pi-Iiicp and representatives, who shall work together in good faith to aqcloi' 1� h the~interwof this kgree hent and Release. 20. This Agreement/Wil les sh' l he) eId bar the laws of the State of Florida. r 21. This Agreem6ofd Release maybentncednly by a written instrument specifically referring to this Agr ¢_ Release �decuted with the same formalities as this Agreement and Release. This Agreemehtelease supersedes all prior discussions and representations and contains all agreements of the parties. 22. The County and Lodge acknowledge that this Agreement and Release is the product of mutual negotiation and no doubtful or ambiguous provision that my exist in this Agreement and Release is to be construed against any party either based upon a claim that the party drafted the ambiguous language or that the language in question was intended to favor one party or the other. 7 2/28108 revision OR; 4368 PG; 2352 23. The Effective Date of this Agreement and Release shall be the date upon which the Chairman of the Board of County Commissioners of Collier County, Florida, executes this document. 24. The County and Lodge acknowledge and assume the risk that additional, different or contrary facts to the facts which they believe exist may now exist or may be discovered after this Agreement and Release has been entered into, and they agree that any such additional, different or contrary facts shall in no way limit, waive, affect or alter this Agreement and Release. The County affirmatively states that it is not aware of any facts that would prohibit the construction of and Release or the that it is not aware of authorized by the PUD Agreement and Release ilii s Agreement by the PUD and this Agreement Lodge affirmatively states of the project as enforceability of this 25. In the event 6f`ii,%each of this Agreemefit., a Velease, either party to this Agreement and Release may en`-�e `.f rrns. Ln- e -T entieth Judicial Circuit in and for Collier County, Florida. In this respect, the -ounty and Lodge shall request that the Court in Case No. 05 -967 -CA approve this Agreement and Release as part of a stipulated judgment and retain jurisdiction to enforce this Agreement and Release's terms and award any other ancillary relief for the breach should such be necessary. REMAINDER OF PAGE INTENTIONALLY LEFT BLANK REMAINING SIGNATURE PAGE TO FOLLOW 8 2/28/08 revision ATTEST.;;'.- DWIGI - Et CROCK, CLERK •s *4 f i puty Jerk signature onf1l - WIT S ES, Signed Name --V,G g 7-- 4Prnintame ame Printed Name OR: 4368 PG: 2353 BOARD OF COUNTY COMMISSIONERS COLLIEkHENNINtG,CHAIRM DA By: TO ITS: Jf.-J Ap oved as to form and e Jef A. Kl ow Cou y Atto y \k -RE C, I w 2(28108 revision ASSOCIATES, LLC OR; 4368 PG; 2354 ORDINANCE NO.2000- 8 8 AN ORDINANCE AMENDING ORDINANCE NUMBER 91-102, THE COLLIER COUNTY LAND DEVELOPMENT CODE, WHICH INCLUDES THE COMPREHENSIVE ZONING REGULATIONS FOR THE UNINCORPORATED AREA OF COLLIER COUNTY, FLORIDA; BY AMENDING THE OFFICIAL ZONING ATLAS MAPS NUMBERED 8508S, 8516N, 8517N, 8520N, AND 8520S; BY CHANGING THE ZONING CLASSIFICATION OF THE HEREIN DESCRIBED REAL PROPERTY FROM RSF-3 (3), A (ST), RMF -6 (ST) (3), RMF -6 (3). RMF -12 (ST) (3), RMF -12 (3). RSF-3 (ST) (3), RSF-4 (3), and RSF-4, TO "PUD" PLANNED UNIT DEVELOPMENT KNOWN AS COCOHATCHEE BAY PUD FOR A MAXIMUM OF 590 RESIDENTIAL DWELLING UNITS AND RECREATIONAL FACILITIES INCLUDING A GOLF COURSE AND CLUBHOUSE LOCATED-0N,,THE NORTHWEST CORNER OF WiGGINS PASS C. �,AND VANDERBILT DRIVE (C.R. 901) IN' E 8;Ei 1:±x'0, TOWNSHIP 48 SOUTH, RA ,9 5 EAST, COLLI* , qU ,'TY, FLORIDA, CONSISTING OF 532± ACRES; AND `"Eki`"'PAPVIDING AN WHEKPAS) O , Ii l p�hngl,!anderbilt Partners II, LDT., petitioned the Bo, c f Co ty o m o�s id c n�r`the;zonirig classification of the E herein described re�kpro H" �� x it, NOW, THEREFORE BE IT ORDAINED by";the Board Ofd ,unty Corivaissionta of Collier County, Florida SECTION ONE: The zoaing classificah oroq located in Sections 8, 16, 17 and- 20, Township 48 South, Range5t Collier County, Florida, -is changed from RSF-3 (3). A (ST), RMF -6 (ST) (3), RMF -6 (3), RMF -I2 (ST) (3), RMF -12 (3); RSF-3 (ST) (3), RSF-4 (3), and RSF-4, to "PUD" Planned Unit Development in accordance with the Cocohatchee Bay PLID Document, attached hereto as Exhibit "A" and incorporated by reference herein. The Official Zoning Atlas Maps numbered 8508S, 8516N, 8517N, 8520N, and 8520S, as described in Ordinance Number 91-102, the Collier County Land Development Code, are hereby amended accordingly. 11"1 • • This Ordinance shall become effective upon filing with the Department of State. Exhibit 1 to Settlement Agreement and Release OR: 4368 PG: 2355 PASSED AND DULY ADOPTED by the Board of County Corrunissioners of Collier County, Florida, this 1 day of f.aA,l , 2000. ATTEST:. �D GIft E. BROCK, Clcrk AtttSt IIS to ChaIMM's signature only. BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLO 1DA BY: JAMES D. CARTER, PhD., CHAIRMAN Approved as to Form '""' ', and Legal Sufficiency s R C06. Marjoriy M. Student Assistant County At! This ordinance filed with the Secretory of5 te's Office the L�day of , 7-O&V and ocknowllc'gC-"l 4f ttrut f"'na rxe`ed tn!s tQA—Ic1cy o.o..n C� tim s ' \Mi E... -2- OR; 4368 PG; 2356 COCOHATCHEE BAY A PLANNED UNIT DEVELOPMENT REGULATIONS AND SUPPORTING MASTER PLAN GOVERNING COCOHATCHEE BAY A PLANNED UNIT DEVELOPMENT PURSUANT TO PROVISIONS OF THE COLLIER COUNTY LAND DEVELOPMENT CODE PREPARED FOR: IVANDM LT PAk HERS II, LTD, ��..,# (71 z PREPARED B MS, INC. OF NAPLES •. DATE REVIEWED BY CCPC DATE APPROVED BY BCC [� ORDINANCE NUMBER Z-d� AMENDMENTS AND REPEAL _ DOCUMENT DATE 12/l VOO EXHIBIT"A" OR; 4368 PG; 2357 INDEX PAIGE "'A J k. N List of Exhibits and Tables Statement of Compliance SECTION I Property Ownership, Legal Description and Short Title SECTION 11 Project Development SECTION M Residential Development Areas SECTION IV Golf Course I Open Space SECTION V Preserve Di tnct °, b SECTION VI Genevelopment Ca "'A J k. N OR; 4368 PG; 2358 LIST OF EXHIBITS AND TABLES EXHIBIT "A" Planned Unit Development Master Plan EXHIBIT `B" PUD Master Plan with Eagle Zone Overlay and Bald Eagle Management Plan TABLE I Land Use Summary TABLE II Development Standards IT OR: 4368 PG: 2359 STATEMENT OF COMPLIANCE The development of approximately 532.09 t acres of property in Collier County as a Planned Unit Development (PUD) to be known as Cocohatchee Bay PUD will be in compliance with the goals, objectives and policies of Collier County as set forth in the Collier County Growth Management Plan. Cocohatchee Bay is a mixed use residential golf course community and will be consistent with the applicable elements of the Collier County Growth Management Plan for the following reasons: 1. Traffic ways, utilities, and other public facilities necessary to serve the Cocohatchee Bay Project are adequate. The Cocohatchee Bay Project will participate in the expansion of existing public facilities to the extent of its impact on those facilities via payment of impact fees. 2. The Cocohatchee Bay Project will be compatible with and complimentary to existing and planned land uses in the vicinity. Project lands lie in a transition area which includes low-rise residential development and high-rise multi -family development. 3. 4. 5 The subject property's location in relation to existing or proposed community facilities and services permits the Development's residential density as described in Objective 2 of the Future Land Use Element_ - The project Development4��tible with surrounding land uses 'as 6Ared in Policy 5.4 The property was dowtr=zohe"plit action establishing se) a i. kg Parcel l 1 .lrs Parcel 5 � f 1 rtes Parcel 6 a`tsr Parcel 7 - 69.61 acres Parcel 1 Parcel 9 1.26 acres Parcel 10 80.65 acres TOTAL 532.09 acres Lary to existing and future Land Use Element. Process which resulted in an 33.57 units { 646.52 units 39.45 units ,= 208.83 units �s — 583.80 units RMF-12st(3) RMF-12st(3) — 3.78 units RMF- 12st(3) — 241.95 units RMF-6st(3) — 1757.90 or 1758 units The PUD will utilize a total of 590 units on 532.09 t acres for a gross density of 1.11 dwellings per acre. This action makes the land use and density consistent with the Future Land Use Element of the Growth Management Plan. M 56 7. RM OR: 4368 PG: 2360 Improvements are planned to be in compliance with applicable sections of the Collier County Land Development Code as set forth in Objective 3 of the Future Land Use Element. The project Development will result in an efficient and economical allocation of community facilities and services as required in Policies 3. LH and 3. Ll- of the Future Land Use Element. The project Development is planned to protect the functioning of natural drainage features and natural groundwater aquifer recharge areas as described in Objective 1.5 of the Drainage Sub -Element of the Public Facilities Element. All final local development orders for this Project are subject to Division 3.15, Adequate Public Facilities, of the Collier County Land Development Code (LDC). IV OR; 4368 PG; 2361 SECTION I PROPERTY OWNERSHIP & GENERAL DESCRIPTION 1.1 PURPOSE The purpose of this Section is to set forth the location and ownership of the property, and to describe the existing conditions of the property proposed to be developed under the project name of COCOHATCHEE BAY. 1.2 LEGAL DESCRIPTION PARCEL 1 THE SOUTHERLY 548 FEET OF A TRACT OF LAND LYING IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, SAID TRACT BEING DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 4, SAID SECTION 8, RUN S.88°24'40"W. (SHOWN IN ERROR AS S.88°2640"W. IN O.R. BOOK 68, PAGE 235; O.R. BOOK 87, PAGE 439 THROUGH 447; O.R. BOOK 167, PAGE 692; O.R. BOOK 218, PAGE 484,H INAFTER CITED AS OFFICIAL RECORDS), ALONG THE SOUTH LINE OF S.4IGQNT LOT 4 AND THE WESTERLY PROLONGATION OF; SOUTH L 71 FEET, TO AN INTERSECTION WITH AN AGREED BO DARY LINE AS RECf ItI ED IN O.R. BOOK 87, PAGES 439 THROUGH 447 (SURVEYOR'S NOTE. ALTHOUGH O.R. BOOK 167, PAGE 692 AND O.R. BOOK 218, PAGE 484 INinCATE THAT AGREED BOUNDARY LINE IS FOUND IN O.R. BOOK 68, PAGE =2315 ,�� USTANCE ARE IN EFFECT THOSE R RECITED IN A LA'1 I ((1 IM DEEDS O.R. BOOK 87, PAGES 439 THROUGH 4471, ,QFC PSB IC 11 DS EBF OL,, COUNTY, FLORIDA; THENCE RUN NO � � � � NO SAID BLINE, FOR 300 FEET; THENCE RUN N.3000'00" 0,'*DNG SAID AGREED BO'g Y LINE, FOR 961.43 FEET (SHOWN IN ERRdI f S 961.30 FEET IN TIME OFF( , RECORDSr THENCE RUN N.67030'00"W. ALON"AID AGREED BOUNDARYLINE, FOR 1397.99 FEET (SHOWN IN ERROR AS 1397.01,ftET IN THE OFFIQ1,Ak„REf ORDS); THENCE RUN N.22-31 '00-W., (SHOWN IN ERRORN, .22�3AYf0"W. IN THE OFFICIAL RECORDS), ALONG SAID AGREED BOUNDAIZ. 'L AOR 944.72 FEET; THENCE RUN NORTH. ALONG SAID AGREED BOUNDARY LINE, FOR 99.92 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF GOVERNMENT LOT 3, SAID SECTION 8; THENCE RUN N.0°08'53E. (SHOWN IN ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.82 FEET; THENCE S.59°00'00'E., FOR 815.68 FEET, TO AN INTERSECTION WITH SAID WESTERLY PROLONGATION OF THE NORTH LINE OF SAID GOVERNMENT LOT 3; THENCE RUN N.89°12'20'E., ALONG SAID WESTERLY PROLONGATION AND ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3, FOR 1907.82 FEET, TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3, THENCE RUN S.00°23'10"E., ALONG THE EAST LINE OF SAID GOVERNMENT LOT 3 AND SAID GOVERNMENT LOT 4, FOR 2744.30 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. OR; 4368 PG; 2362 PARCELS THE NORTHWEST 1/4 OF SECTION 16 IN TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE RIGHT-OF-WAY FOR STATE ROADS S -865A (ALSO KNOWN AS VANDERBILT DRIVE) AND S -865B (ALSO KNOWN AS WIGGINS PASS ROAD). PARCEL 6 THAT PART OF THE NORTHERLY ONE-FIFTH (BEING MORE PARTICULARLY DESCRIBED BY ACCURATE SURVEY AS THE NORTH 268.54 FEET) OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT-OF-WAY OF U.S. HIGHWAY 41 (ALSO KNOWN AS TAMIAMI TRAIL). PARCEL 7 THE EAST 1/2 OF THE NORTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OFSTATE ROAD S -865A (VANDERBILT DRIVE). PLUS ANY LAND ADDED' ETION OR RELICTION, AND LESS AND ACCEPT ANY LAND.. � A EFROM BBQ°SUBMERGENCE OR EROSION. PARCELS / BEGINNING AT THE'SO 'I?i AS's` VOCiRI ER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COI� . �A, RUN N.89°54'20"W., ALONG THE SOUTH LINE OF SAIb � I 1 28�952� TO AN INTERSECTION WITH AN AGREED BOUI ARY E RDED'IN D R{ BOOK 68, PAGE 235 THROUGH 250 OF''IE PUBLIRIGII1 DS OF CO IE2 COUNTY, FLORIDA; THENCE RUN N.01 °30'05'x.JNI)At , ALONG SAID AGREED BO�i' LINE, FOR 1298.70 FEET (SHOWN IN ERRQ 1300.00 FEET, IN OCL. j3QOK 68, PAGE 235 AND O.R. BOOK 167. PAGE 642 HEREINA Mg CITED AS OFFI ORDS); THENCE RUN N30°00-00 -E., ALONG S AGREED BO Y LINE, FOR 800 FEET; THENCE RUN N.05 -00'00-'W., ALONG 'S ► REE p BQUI XRY LINE, FOR 1480 FEET; THENCE RUN N.29°11 -40"W., ALO "ID AGREE6"B6UNDARY LINE, FOR 1957.41 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF SAID SECTION 17; THENCE RUN N.88*24-40"E. (SHOWN IN ERROR AS N.88026140"E. IN THE OFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.51 FEET TO THE NORTHEAST CORNER OF SAID SECTION 17; THENCE RUN S.0°27'30"E., ALONG THE EAST LINE OF SAID SECTION 17, FOR 2690.04 FEET (SHOWN IN ERROR AS 2689.35 FEET IN THE OFFICIAL RECORDS), TO THE EAST QUARTER CORNER; THENCE RUN S.0.26'00 -E. (SHOWN IN ERROR AS S.0°26 -00"W. IN THE OFFICIAL RECORDS). ALONG THE EAST LINE OF SAID SECTION 17, FOR 2584.65 FEET TO THE POINT OF BEGINNING; EXCEPTING THEREFROM (1) THE EAST 1/2 OF THE NORTHEAST 1/4,(2) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4,(3) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, OF THE SOUTHEAST 1/4, ALL IN SAID SECTION 17; AND EXCEPTING THE RIGHT-OF-WAY FOR STATE ROAD S -865A (VANDERBILT DRIVE), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST'/. 1.2 OR: 4368 PG: 2363 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, DESCRIBED AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, RUN S.890S3'18"W. FOR 50 FEET, TO THE POINT OF BEGINNING; THENCE RUN S.89053'1 8"W., FOR 186.65 FEET, TO A POINT ON BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.41°11'03"W. FOR 133.10 FEET, ALONG SAID BULKHEAD LINE; THENCE RUN S.0006'42"E., FOR 120 FEET, THENCE RUN N.89°53'18'E., FOR 275.72 FEET, TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF STATE ROAD S -865A (VANDERBILT DRIVE): THENCE RUN N.0°26'00"W., FOR 220 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 9 THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: FROM A POWT-OF-BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST 1/4 OF EAST 1/4 OF SAID SECTION 17, RUN :. N.8904(Y55"E., FOR 560.24 FEET, ALONG THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17fTO A POINT ON THE BULKHEAD LINE AS SHOWN ON PLAT,'fHEREOF RECORDED Ili ULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RIvCORI),S 0V`CpLLIE CO0NTY, FLORIDA; THENCE RUN N.0026'00W., FOR " t N SA B u LK�IEAD LINE; THENCE RUN S.89 -40-55"W., FOR �; i iJi:,KHEAD LINE, TO A Powr ON THE WEST LINE OF RST140` THE U.KAST 1/4 OF SAID SECTION 17; THENCE RUN', AOR I OO OO,FEET; TSE POINT OF BEGINNING. PLUS ANY LAND ADO THERETO BY ACC,ETN OR RELICTION, AND LESS AND ACCEPT ANY L,4'I LOST THEREFROIv��YIQSUB4MEitGENCE OR EROSION. PARC L 10 BEGINNING AT THE SOP SECTION 20, TOWNSHIP 48 SOUTH, :u RANGE 25 EAST, COLLIE) IDA, RUN N.89052'20"W., ALONG THE SOUTH LINE OF SAID SECTION 20, FOR 2053.75 FEET; THENCE RUN N.00°14'00"W. FOR 1698.91 FEET; THENCE RUN N.54°47'52"W., FOR 399.32 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGES 235 THROUGH 250, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.79° IT 10"E., ALONG SAID AGREED BOUNDARY LINE, FOR 69.60 FEET; THENCE RUN N.02°59'30"W. ALONG SAID AGREED BOUNDARY LINE FOR 1417.66 FEET (SHOWN IN ERROR AS 1475.01 FEET IN O.R. BOOK 68, PAGE 235); THENCE RUN N.27°15'20"W., ALONG SAID AGREED BOUNDARY LINE FOR 705.31 FEET; THENCE RUN N. 18-4430-W., ALONG SAID AGREED BOUNDARY LINE FOR 887.03 FEET, THENCE RUN N.05037'50"W., ALONG SAID AGREED BOUNDARY LINE FOR 393.34 FEET, TO AN INTERSECTION WITH THE NORTH LINE OF SECTION 20; THENCE RUN S.89°54'20"E., ALONG SAID NORTH LINE FOR 2839.52 FEET, TO THE NORTHEAST CORNER OF SAID SECTION 20; THENCE RUN S.02°12'00"E., ALONG THE 1.3 OR; 4368 PG; 2364 EAST LINE OF SAID SECTION 20, FOR 5273.90 FEET (SHOWN IN ERROR AS 5277.24 FEET IN O.R. BOOK 68, PAGE 235) TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. AND LESS AND ACCEPT THE RIGHTS-OF-WAY OF STATE ROADS S-865 A (ALSO KNOWN AS VANDERBILT DRIVE) AND S-846 (ALSO KNOW AS BLUEBILL AVENUE). AND LESS AND ACCEPT THE FOLLOWING DESCRIBE REAL PROPERTY: ALL OF WIGGINS PASS LANDINGS UNIT NO. 1 ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, AT PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND ALL OF WIGGINS PASS LANDINGS UNIT NO.1 ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, At PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS_ . BEGINNING AT THE SOUTHEAST CORNER OF LOT 4 OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION -THENCE N' 89052'20'W. ALONG THE SOUTHERLY LINE OF SAID LOT 4, � 4 � pf ,FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, THE S ITICi THE SOU'I)[4$�T CORNER OF LOT 10, BLOCK 1 OF SAID WIGGINS PASS_LANDINGS UNIT NO.1�NCE N.89052'20'W., ALONG THE SOUTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1400.65 FEET TO THE SOUTH-WESTCORNER OF SAID WIGGINS PASS LANDINGS UNIT NO. 1; THIINC, 14 . 49NG THl✓ WESTERLY LINE OF SAID WIGGINS PASS LANDINGS L tIC 1 A NT `' CE OI�,l40$ 90;FEET; THENCE N.34°26'15"E., ALONG SAID �IE A{ I ISTAN i F 439 8 FEET TO A POINT ON THE NORTHERLY �iII1�IIVSPAS NDINGS UNIT NO. 1; THENCE N.8r48'00"E. IPTG SAID NORTHERLY LINE A DISTANCE OF 1481.48 FEET TO THE NORTHEAST CORNER OF LOT 3, BLOCK', TOF SAID WIGGINS PASS LANDINGS UNIT NO. 1; THENCE S.02012'00"E. A DISTANCE 6 fi46 7 FEET TO THE NOR7'HWF,ST' CORNER OF LOT 1, $�L &, OF SAID WI PASS LANDINGS UNIT No. I; THENCE N.87-48'00"E.�A DOF 200:(16 FEET TO THE NORTHEAST CORNER OF SAID LOT I; THENCE �I ''E. ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO. 1. A DISTANCE OF 668.16 FEET TO THE SOUTHEAST CORNER OF LOT 1, BLOCK l OF SAID WIGGINS PASS LANDINGS UNIT NO. 1, THE SAME BEING THE NORTHEAST CORNER OF LOT 1 OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION; THENCE S.02°12'00"E. ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION, A DISTANCE OF 1209.93 FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 88.56 ACRES, MORE OR LESS (BEARINGS REFER TO WIGGINS PASS LANDINGS UNIT NO.I ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA). PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPERTY: 1.4 OR: 4368 PG: 2365 A PORTION OF LAND LOCATED IN THE EAST 112 OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 20; THENCE N.02° 12'00"W., ALONG THE EASTERLY LINE OF SAID SOUTHEAST 1/4 A DISTANCE OF 1970.20 FEET; THENCE S.87°48'00"W., A DISTANCE OF 50.00 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF VANDERBILT DRIVE, A 100.00 FOOT RIGHT-OF-WAY AND THE NORTHEAST CORNER OF LOT 1 BLOCK 3, WIGGINS PASS LANDINGS, UNIT NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, AT PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THE SAME BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE S.87°48'00"W., A DISTANCE OF 200.00 FEET TO THE NORTHWEST CORNER OF SAID LOT l; THENCE N.02° 12'00"W. A DISTANCE OF 163.77 FEET TO THE NORTHEAST CORNER OF LOT 3, BLOCK 3, OF SAID WIGGINS PASS LANDINGS UNIT l; THENCE S.87048`00'W. ALONG THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO. 1. A DISTANCE OF 1481.48 FEET, THENCE S.34-26'1 5 "W. ALONG THE NORTHWESTERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO. 1, A DISTANCE OF 439.48 FEETJiTR iORTHEASTERLY CORNER OF TRAGI' B. BAKER-CARROLL POINT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.W4752'W., ALONG THE NORTHERLY LINE OF SAID BAKER-CARROL POINT, A DISTANCE OF 399.32 FEEJ', TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS' ORPED HS ' FCORDS BOOK 68, AT PAGES 235 THROUGH 250,,` OF THE Pi 131 IC R C 00 FF 4LIER COUNTY, FLORIDA; THENCE N.79017'10"E ,IONA lOUNIAtY INE, A DISTANCE OF 69.60 FEET; THENCE N.05°9r30W ;'ALONG' SAIDA ;i 0U DARY LINE, A DISTANCE OF 1417.66 FEET; THENCE N.27°l570"W , A NC SAiIiA611EED BOUNDARY LINE A DISTANCE OF 616 67;FEET; THENCE N 8`8'0Q", A DISTANCE OF 2472.71 FEET TO A POINT ON THE ..� Y RIGHT -0F WA3tLlEi1E OF SAID VANDERBILT DRIVE; THENCE 5.02°1275"> NG SAID WES.'Y.INE, A DISTANCE OF 1373.11 FEET; THENCE S.02° 12'00'E. ALONE LY LINE A DISTANCE OF 667.03 FEET TO THE POINT OF BEGINNING,NTAINS 100 ACRES, MORE OR LESS. 13 PROPERTY OWNERSHIP The subject property is owned by A.L. Dougherty Co. Inc., a Delaware Corporation. 1A GENERAL DESCRIPTION OF PROPERTY AREA A. The Project site is bordered on the West by the Delenor Wiggins State Paris and Barefoot Beach County Park, on the East by Tarpon Cove PUD and Wiggins Bay PUD, on the South by the Dunes PUD and on the North by Arbor Trace PUD and the Retreat PUD. B. The zoning classification of the project prior to approval of this PUD document was RSF-3 (3), RSF-3ST (3), RSF-4, RSF-4 (3), RMF-12ST (3), RMF -12 (3), RMF -6 ST(3), RMF -6(3), and A -ST. 1.5 OR; 4368 PG; 2366 15 PHYSICAL DESCRIPTION A. The Project lies within South Florida Water Management District No. 6. Drainage from the property will discharge into Cocohatchee Bay B. Water Management Facilities for the Project will be designed and constructed in order to introduce project stormwater runoff to wetland areas in an attempt to assist in the restoration of historic water retention and preserve areas. C. Elevations within the Project site range from 1.5 to 11 feet above mean sea level. Most of the area, however, falls within the 10' to 11' foot elevation category. The site lies within Flood Zone AE (EL 1 i') and AE (EL 12') according to Firm Maps 1 20067-01 9 1D, 0187D, and 189D, dated June 3, 1986. D. Soil types within the Project include Keri fine sand (approximately 50%), Cypress Swamp (approximately 48%) and Charlotte fine sand (approximately 2%). Soil characteristics were derived from the Soil Survey of Collier County, Florida, issued by the U.S. Department of Agriculture (Soil Conservation Service) in March, 1954. . cc, A r 4w,`3 1.6 PROJECT DESCR The Cocohatchee ,facjlttte Bay PU ideti'tial -alia golf co Mdwelling units. Recreatio s itclud(n 'a�lf.coi caddie quarters, ' s £willeid cttju Residential and a1 u l " I i e "." td be natural setting by, Csiithe app open space. ^N 1.7 SHORT TITLE This Ordinance shall be kno tatl: �. COCOH DEVELOPMENT ORDINANCE" ` �M .,.. 1.6 nmunity with a maximum of 590 clubhouse, maintenance facility, on with the dwelling units. onious with one another in a We screening and buffering and .TCHEE BAY PLANNED UNIT 2.1 2.2 SECTION II PROJECT DEVELOPMENT PURPOSE OR; 4368 PG; 2367 The purpose of this Section is to generally describe the Project plan of development, relationships to applicable County ordinances, the respective land uses of the tracts included in the Project, as well as other project relationships. GENERAL A. Development of Cocohatchee Bay shall be in accordance with the contents of the Planned Unit Development document and applicable sections of the Collier County Land Development Code and Growth Management Plan in effect at the time of issuance of any development order, such as, but not limited to, Final Subdivision Plat, Final Site Development Plan, Excavation Permit, and Preliminary Work Authorization, to which such regulations relate. Where -these regulations fail to provide developmental standards, then the provisions of the m6it iiinilar district in the County Land Development Code shall apply. B. Unless otherwise,ipted the definitions of all terms shall be the same as the definitions set forth in the Collier bo" Land Development Code in effect at the time of building permit applict " Lµ��" } C. All cond on ,hll "g hik m4ter�al hted depicting restrictions for the develop 8n % C`occ�6 PU>�llAct me part of the regulations which govern the to inter in which the PU) :M,!e may bedeveloped. D. Unless modified; ved or excepted by this P? the provisions of the LDC, where applicable, remai l force and effect, i respect to the development of the land which comprises' E. Development permitted by the approval of this Petition will be subject to a concurrency review under the provisions of Division 3.15, Adequate Public Facilities, of the LDC at the earliest or next to occur of either final SDP approval, final plat approval, or building permit issuance applicable to this Development. M OR: 4368 PG; 2368 2.3 DESCRIPTION OF PROJECT PLAN AND PROPOSED LAND USES A. The Project Master Plan, including land uses for the various tracts, is illustrated by Exhibit "A," the PUD Master Pian. The nature and extent of land uses within the Project are indicated on Table I. The specific location and size of individual tracts and the assignment of dwelling units thereto shall be determined at the time of detailed site development planning or platting. B. The final size of the recreation and open space lands will depend on the actual requirements for water management facilities, golf course layout, roadway pattern, and dwelling unit size and configuration. COCOHATCHEE BAY LAND USE SUMMARY TABLE I �L$F 1 S9 e 0 ACRES 4 Residential "R1" 0 ,_. ,_ ���� 44.00 +/- Residential "R2" �a ' -- 9.70 Golf Course "GC" _11710 "'n 170.39+/ Open Space N/A 308.00 +/- (Preserve, Lakes and uffers) 411" 590 . °. Total 532.09 +/- acres 2.4 RELATED PROJECT PLAN APPROVAL REQUIREMENTS A. Prior to the recording of a Record Plat, and/or Condominium Plat for all or part of the PUD, final plans for all required improvements shall receive approval of the appropriate Collier County governmental agency to ensure compliance with the FUD Master Plan, the Collier County Subdivision Code, and the platting laws of the State of Florida. B. Exhibit "A," the PUD Master Plan, constitutes the required PUD Development Plan. Subsequent to or concurrcnt with PUD approval, a preliminary subdivision plat, if applicable, shall be submitted for the entire area covered by the PUD Master Plan. Any division of property and the development of the land shall be in compliance with Division 3.2 of the Collier County Land Development Code, and the platting laws of the State of Florida. 2.2 OR; 4368 PG: 2369 C. The provisions of Division 3.3 of the Collier County Land Development Code, when applicable, shall apply to the development of all platted tracts or parcels of land as provided in said Division prior to the issuance of a building permit or other development order. D. The development of any tract or parcel approved for residential development contemplating fee simple ownership of land for each dwelling unit shall be required to submit and receive approval of a Preliminary Subdivision Plat in conformance with the requirements of Division 3.2 of the Collier County Land Development Code prior to the submittal of construction plans and a final plat for any portion of the tract or parcel. E. Utility, road, public and private easements shall be established as required during the SDP and/or plat approval process. F. Appropriate instruments will be provided at the time of infrastructure improvements regarding dedications and the method for providing perpetual maintenance of the common facilities. 2..5 MODEL HOMES / SALES O ' ex re Model homes. sales other uses and static 44 s related to the promotion and sale of real estate such as, but nett 1 ed to, pavilions, viewinlatfgims, gazebos, parking areas, tents, and signs, shall be permitted° ptincipal "'ruses throughout th Cocohatchee Bay PUD, subject to the requirements of Section 2.6.33.4`fCollier County Land Development Code and all other applicable sections. Sale&f ri"'"�v ' 1 permitted or to, final plat approval as provided in said Section 2.6.33.41( F 2.6 AMENDMENTS TO PP D�CVMENT OR PUD MASTER PLAN Amendments may be made to the PUD as provi -the Collier County Land Development Code, Section 2.7.3.5.,. -� 2.7 ASSOCIATION OF PR PERT'Y OWNERS FOR COMMON AREA MAINTENANCE Common area maintenance will be provided by the Master Property Owners' Association. The Association is a legitimate alternative for the timely and sustained provision of quality common area infrastructure and maintenance under the terms and conditions of County development approval. For those areas not maintained by the Master Association, the Developer has created a property owners' association(s), or condominium association(s), whose functions shall include provision for the perpetual maintenance of common facilities and open spaces. The Master or the property owners' association, as applicable, shall be responsible for the operation, maintenance, and management of the surface water and stormwater management systems, and reserves serving the Cocohatchee Bay PUD, together with any applicable permits from the Florida Department of Environmental Protection, U.S. Army Corps of Engineers, and South Florida Water Management District. 2.3 OR: 4368 PG: 2370 2.8 DESIGN GUIDELINES AND STANDARDS The Collier County Planned Unit Development District is intended to encourage ingenuity, innovation and imagination in the planning, design and development of relatively large tracts of land under unified ownership or control, as set forth in the Collier County Land Development Code, Section 2.2.20.2.3. The Applicant has not set "stages" for the development of the property. Since the property is to be developed over an estimated ten (10) year time period, any projection of project development can be no more that an estimate based on current marketing knowledge. The estimate may, of course, change depending upon future economic factors. 29 GENERAL PERMITTED USES Certain uses shall be considered general permitted uses throughout the Cocohatchee Bay Community PUD except in the Preserve District. General permitted uses are those uses which generally serve the Developer and residents of the Cocohatchee Bay PUD and are typically part of the common infrastructurelore Por community facilities. A. General Permi 1. Essentially rtes as�tbj"der Coiner County Land Development Code, 2. Water gi#w6t i hies,' structures. 3. Temporary sewage treatment facilities. 4. Lakes cchiding lakes with bu other architectural or structural bank treatmlts� 5. Guardhousaccess control structures. 6. Community and neighborhood parks, recreational facilities, community centers. 7. Temporary construction, sales, and administrative offices for the Developer and the Developer's authorized contractors and consultants, including necessary access ways, parking areas and related uses. 8. Landscape features including, but not limited to, landscape buffers, berms, fences and walls which shall be in accordance with the Collier County Land Development Code in effect at the time permits are requested unless otherwise specified herein. 9. Any other use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible. 2.4 OR: 4368 PG: 2371 B. Development Standards: Unless otherwise set forth in this document, the following development standards shall apply to structures: 1. Setback from back of curb or edge of pavement of any road - Fifteen feet (15') except for guardhouses, gatehouscs, and access control structures which shall have no required setback. 2. Setback from exterior property lines - One half (1/2) the height of the structure, minimum of twenty feet (20'). 3. Minimum distance between structures which are part of an architecturally unified grouping - Five feet (5'). 4. Minimum distance between unrelated structures - Ten feet (10'). 5. Minimum floor area -,None wired. 6. Minim. or parcel area - None required. 7. Sidewal, ,bpi cepathsmand.caztpaths may be placed within County required buffers; howeveie . ' , th of the required buffer shall be increased ProPortig oIy oe`gvi 4e v',surface of the sidewalk, bikepath, or c for parking, landsing, srgrr arid` other land uses where such sta#4&,ds are not specified he�, a fe tti in accordance with the Collier County Lanitbep, opment Code in eff t fit„ ltetitt a of Site Development Plan Approval. 2.10 OPEN SPACES REQUI)ttEi� ..� The PUD Master Plan identifies approximately 483 acres included in the Recreation, Golf Course, LandscapelOpen Space, Lakes and Preserve District designations. These areas equate to approximately 91 percent of the Project and fully satisfy the open space requirements of Section 2.6.32 of the Collier County Land Development Code. 2.11 NATIVE VEGETATION RETENTION REQUIREMENTS Twenty Five Percent (25%) of the viable naturally functioning native vegetation on site shall be preserved. 2.5 OR; 4368 PG; 2372 2.12 LANDSCAPING REQUIREMENTS A. A perimeter berm shall be constricted in conformance with Section 2.4.4 of the Land Development Code. I . Trees and shrubs shall be planted along the base of the berm so as to visually soften the appearance of the side of the berm. 2. Ground cover on the side of be berm shall form a dense attractive mat, and shall not require mowing. 3. Trees shall be a minimum of 75 percent native species. 4. Shrubs shall be a minimum of 35 percent native species. B. A minimum landscape area of thirty-five feet (35') shall be developed along the Vanderbilt Drive frontage. Said landscape buffer on the west side of Vanderbilt Drive shall include deve]opr eft features that:impede the view of high rise residential structures from Vanderbilt Drive, w i FIR OR; 4368 PG; 2373 SECTION III RESIDENTIAL "R" DEVELOPMENT AREAS 3.1 PURPOSE The purpose of this Section is to establish land use regulations and development standards for the residential development tracts designated on Exhibit "A," the PUD Master Plan as "RI" and "R2" 3.2 MAXIMUM DWELLING UNITS The maximum number of dwelling units permitted within the PUD is 590. The subject property contains a gross acreage of 532.09 +/- acres and base density of 1.11 dwelling units per gross acre. 33 GENERAL DESCRIPTION 3A Areas designated as "R I" and "R2" tl Pri Mester Plan are designed to accommodate high-rise residential dwells ut .ITinu µa�ly dwellings, adult living facilities, compatible nonresidential ► , a full range ofrectrmitnaj facilities, essential services, and customary accessory user The approximate acreages ale iridl�ated the PTD Master Plan. These adages are based on conceptual designs and era tea . g, f all development tracts will be provided at the time oftt Develop ! otnary Subdivision Plat approvals in accordance with Divis j. i i ion 3;2, res ctivelyjvf?the Collier County Land Development Cod ` ft', entia] tracts are designed to accoii odate internal Pe roadways, open spaces, parks and amehity areas, lakes and water m gement''facilities, and other similar uses found in residential areas:,, USES PERMITTED A. Principal Uses.. - 1. Multiple -family dwellings. 2. Guest suites and cabanas. 3. Any other principal use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible in the "R1" and "R2" Districts. 3.1 OR; 4368 PG; 2374 1. Uses and structures customarily associated with principal uses permitted. 2. Recreational uses such as, but not limited to, clubhouse, fitness center, health spa, tennis courts, swimming pools or similar recreational uses. 3. Any other accessory use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible in the "R I " and "R2" Districts. 3.5 DEVELOPMENT STANDARDS A. Table I sets forth the Districts. andscaping, signsi * B. Standards for not specified: Collier Count approval. ,Un apply to pinc C. Off-streei pier driveway,wh green space, it to pavement t the are separate from of not less than ten shall separate any in for land uses within the "R" Residential :r land uses where such standards art y'PUD, are to be in accordance with at the time of Site Development Plan rds, heights, and floor area standards be accessed by parking aisles or sve more than one development. A i as measured from pavement edge aveway from any abutting road. D. In the event the Developer builds the mui#�p�nily housing placed in the area between Tarpon Cove and Falling Waters, a t imul of 30 percent of the multiple family housing shall be offered to employees'of the golf course with purchase price or rental rates consistent with traditionally accepted housing costs to income ratios. 3.2 OR; 4368 PG; 2375 COCOHATCHEE BAY COMMUNITY DEVELOPMENT STANDARDS FOR TARI.R 1 DEVELOPMENT STANDARDS "RI" "R2" HIGH-RISE MULTIFAMILY Multi- Family Dwellings Minimum Lot Area I NIA l Acre Minimum Lot Width ! WA N/A Front Yard -Internal Road •i0.5 BH not less +�0.5 BH not less than 25 feet than 25 feet Front Yard - Accessory Bldg. 0.5 BH not less 0.5 BH not less Including Parking Structure than 25 feet than 25 feet Front Yard - Vanderbilt Drive BH N/A Front Yard - Accessory Bldg. 50 N/A Side Yard 0.5 BH 15 Rear Yard Principal - - .w�, 0.5 BH 15 Rear Yard Accessory �� I 10 �. -5 Maximum Bldg HaI ; ' 20 stoti s t6,a m imu �~ 35 height ' did f 02 { Distance Betl►eei PrI roue ti x .. OS SB -3 OS BH not less than 15 feet Floor Area bon. 1<y� + . " ;A ` 1 a 1200 SF 1W. (Building Height): Building b uppermost =- (Sum of Building Height): i malt be the vertical distance ceiling elcvalion of the st All distances ate in feet unless otherwise noted. of two adjacent buildings fora habitable finished floor elevation to the ofdetermining setback requirements. • 1 Front yards shall be measured as follows: A. If the parcel is served by a public right-of-way, setback is measured from the adjacent right-of-way tine. B. If the parcel is saved by a private road, setback is measured from the back of curb (if curbed) or edge of pavement (f as curbed). 02 Building height for the north property line adjacent to Arbor Tract in the "R I" tract shall be IS stories for a maximum height of 150 feet. •3 Where buildings with a common architectural theme ate angled. skewed or offset from one another, tend walls are not parallel to one another, the setbacks can be administratively reduced. 3.3 OR; 4368 PG; 2376 SECTION IV GOLF COURSE "GC" DEVELOPMENT AREAS 4.1 PURPOSE The purpose of this Section is to set forth the uses permitted and development standards for the Golf Course tracts. The primary function and purpose of these tracts will be to provide aesthetically pleasing open areas, golf course and recreational facilities. Except in areas authorized for Development, all good quality native trees and shrubs shall be protected and preserved wherever practicable. 4.2 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 1. Golf cop' golf club faci1iti6s,,,,'c i quarters, clubhouse, guest suites, including porary golf clubhouses 2. 3. ntenanc a buildings, essential and ponds, water and wastewater treatment plants, utility p" ping ilties and pump buildings, utility and maintenance staff offices. 4. Any other principal use which is czble in nature with the foregoing uses and which the Pladid4g-Services Depbirector determines to be compatible. B_ Permitted Accessory Uses and Structures 1. Accessory uses and structures customarily associated with the principal uses permitted in this District. 2. Pro -shops, practice areas and ranges, golf cart barns, rest rooms, shelters, snack bars and golf course maintenance yards. 3. Retail sales of associated recreational equipment and apparel, such as, but not limited to, golf, tennis, and other recreational related equipment apparel and accessories. 4. Restaurants and related uses intended to serve club members and club guests. 4.1 OR; 4368 PG; 2377 5. Shuffleboard courts, tennis courts, health spas, swimming pools, and all other types of accessory facilities intended to provide recreational opportunities for members. 6. Open space uses and structures such as, but not limited to, boardwalks, nature trails, bikeways, landscape nurseries, gazebos, boat and canoe docks, fishing piers, picnic areas, fitness trails and shelters. 7. Any other accessory use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible. 4.3 DEVELOPMENT REGULATIONS A. Principal structures shall be set back a minimum of twenty feet (20') from Golf Course District boundaries and private roads, and twenty-five feet (25') from all PUD boundaries. B. Accessory structures shall be shat ---,",minimum often feet (10') from Golf Course District boundaries and pro roads twenty feet (20') from all PUD boundaries and residential tracts",�,� r' C. Lighting facilrtres shall be arranged ins, Tanner whi will protect roadways and residential properties from direct°,Aare or unreasonabI4 interference. �, D. Maximum hei t Of struct4me E � 1 1,—, ipal' t�#ures stoners fir a rhaximum height of 20 feet. 2 ccessory gtiictures story for a maximum height of 15 feet. I w''1 E. Minimum di between principal str�ultures t Ten feet (10'). F. Parking for the ccinrnunity center/club be three spaces per every one thousand (1,000) square feet of gross foorarea; Whirsshall be considered inclusive of the required golf course parking, provided thc'golf course and recreational facilities are private, otherwise, applicable provisions of the Land Development Code shall apply. G. The golf course maintenance building shall be located a minimum of 1750 linear feet west of U.S. 41. H. Standards for parking, landscape, signs and other land uses where such standards are not specified herein, are to be in accordance with Collier County Land Development Code in effect at the time of Site Development Plan approval. Unless otherwise indicated, required yards, heights, and floor area standards apply to principal structures. 4.2 SECTION V PRESERVE "P" DISTRICT 5.1 PURPOSE OR; 4368 PG; 2378 The purpose of this Section is to identify permitted uses and development standards for areas within the Cocohatchee Bay Community designated on the Master Plan as the Preserve District. 5.2 GENERAL DESCRIPTION Areas designated as Preserve on the Master Plan are designed to accommodate a full range of conservation and limited water management uses and functions. The primary purpose of the Preserve District is to retain viable naturally functioning wetland and upland systems, to allow for restoration and enhancement of impacted or degraded wetland systems, and to provide an open space amenity for the enjoyment of Cocohatchee Bay Community residents. 53 USES PERMITTED No building or structure 4,part thereof, shalt be erepted altered or used, or land used, in whole or in part, for other than t owing: A. Principal 1. Passive pa les, passivd reerea0btuil re b*dwalks. 2. Biking, bildhi, and nature era s. 3. Golf cart s are permitted to t*p0eser�e #meas outside the limits of the bald eagle " ' zone. 4. Wildlife sanetuar�y: 5. Pathways and or bridges. 6. Recreational shelters, in Preserve upland areas. 7. Drainage and water management facilities as may be required by SFWMD. 8. Any other accessory use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible. 5.1 OR; 4368 PG; 2379 5.4 DEVELOPMENT STANDARDS A. Setback requirements for all structures shall be in accordance with Section 3.2.8.4.7.3, of the Collier County Land Development Code, as amended. Any lot abutting a protected/preserve area shall have a minimum 25 foot setback from the boundary of such protected/preserve area in which no principal structure may be constructed. Further the plat shall require that no alteration, including accessory structures, fill placement, grading, plant alteration or removal, or similar activity shall be permitted within such setback without the prior written consent of the Development Services Director. In no event shall these activities be permitted within ten feet of the preserve boundary. B. Maximum height of structures - Twenty-five feet (25'). C. Minimum distance between principal structures - Ten feet (10'). D. Minimum distance between accessory structures - Five feet (5'). E. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein are., to a c rdance with the Collier County Land Development Code in effect at the` ' e ite..�veoptirtent Plan approval. Unless otherwise indicated, requirei , heights, and flria standards apply to principal structures. 5.5 PRESERVE A non-exclusive oonsOva4 n' went or oriel Code, Section 3.x.$4. ,3 for l n included in County. a non-exsive conserviiori easement m agencies with jurisdiction over Preserve Dis*a of the Collier County land Development Codegg, with the terms set forth in any applicable permit gi successor(s) or assigns, ' ` g, Master Prop the for control and mainten f wt n the Pr anc" �,,.... . . w 5.2 4 by jollier County Land Development rve District. In addition to Collier be required by other regulatory i addition to complying with provisions ment shall be provided in accordance )y other agencies. The Developer, its vners' Association shall be responsible District. OR: 4368 PG: 2380 SECTION VI GENERAL DEVELOPMENT COMMITMENTS 6.1 PURPOSE The purpose of this Section is to set forth the development commitments for the development of the project. 6.2 GENERAL All facilities shall be constructed in strict accordance with final site development plans, final subdivision plats, and all applicable State and local laws, codes, and regulations applicable to this PUD. Except where specifically noted or stated otherwise, the standards and specifications of the Land Development Code, Division 3.2 shall apply to this Project even if the land within the PUD is not to be platted. The Developer, his successor and assigns, shall be responsible for the commitments outlined in this document. The Developer, his successor PUD as adopted, and any �t of the property. In addt�i within this agreement. 63 PUD MASTER PL A. Exhibit "►," or site dev6jo ent plan approval of the Land l elopment Code, P All necessary continued ope Project. ;hall,follow the Master Plan and the regulations of the fir.'` unifications as may be agreed to in the rezoning or 4d� , % title, is bound by the commitments osed development and is )undaries or special land use ay be adjusted during the platting the provisions of Section 2.7.3.5. Y be made from time to time. .tments shall be granted to ensure the utilities and all common areas in the C. The following shall be considered minor changes and refinements, subject to the limitations of PUD, Section 6.3A: 1. Reconfiguration of preserve areas, jurisdictional wetland limits, and mitigation features as a result of environmental regulatory agency review, as long as the changes do not cause additional impacts to protected species or habitat. 2. 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 and where there is no further encroachment into preserve areas. 3_ Reconfiguration of golf course envelopes and design features where there is no encroachment into preserve areas. 6.1 OR; 4368 PG; 2381 4. Internal realignment of rights-of-way other than a relocation of access points to the PUD. 5. Reconfiguration of residential parcels when there is no encroachment into preserve areas. 6.4 SCHEDULE OF DEVELOPMENT/MONITORING REPORT AND SUNSET PROVISION A. Initiation of construction on the Cocohatchee Bay Project is contemplated in calendar year 2000 with completion of the golf course and Project infrastructure anticipated to occur in calendar year 2000/2001. Marketing of commercial and residential sites and golf course memberships are to begin in calendar year 2000, and are expected to be concluded in calendar year 2010. B. Monitoring Report: An annual monitoring report shall be submitted pursuant to Section 2.7.3.6. of the Collier County Land Development Code. C. The Cocohate ee Bay PUD shall be subject to the Sunset Provisions of Section 2.7.3.4 of the Land Detrelo iWent,Code. 6.5 POLLING PLACES'�" Pursuant to Sectionzi&3 TD�`f` M Lbnd Development (.'a future use of space'within a corn . building f(ir the pu an electoral pollir4g place.if17 y 3 An agreement shall*;d in the offs@ciiall recordsf County, which shbfiiding upon any and all success such common area's 10ding, but not limited to, condor associations, that stoKomrrion facilities may be used fa •ovision shall be made for the of accommodating the function of Clerk of the Circuit Court of Collier fi�interest that acquire ownership of irn associations, homeowners' electoral polling place if determined to be necessary by the Supervisor of EIeetions. 6.6 SUBDIVISION REQUIREMENTI�NDARD DESIGN SUBSTITUTIONS A. Sidewalks / bike paths shall conform with Subsection 3.2.8.3.17. of the LDC. Due to the environmental issues on this Project impacts are to be minimized. B. Private streets shall conform with the right-of-way width requirements of Subsection 3.2.8.4.16.5. of the LDC except as follows: 1. Cut -de -sacs and local streets less than one thousand feet (1,000') in length arc required to have a minimum fifty foot (50') right-of-way width and two ten foot (10') wide travel lanes as required by Subsection 3.2.8.4.16.5. 2. All other cul-de-sacs are required to have a minimum of fifty foot (50') right -of --way width and two ten foot (10') wide travel lanes as required by Subsection 3.2.8.4.16.5. 6.2 OR; 4368 PG; 2382 3. Tangents between reverse curves shall not be required under Subsection 3.2.8.4.16.10. of the Land Development Code. 4. Street grades may exceed four percent (4%) under Subsection 3.2.8.4.16.14. of the Land Development Code provided that applicable Florida Department of Transportation, Manual of Uniform Minimum Standards (FDOT MUMS) and AASHTO criteria are met. 5. LDC Subsection 3.2.8.3.19.: The standard that street name markers shall be approved by the Development Services Director and conform with tate Florida Department of Transportation Federal Highway Administration Manual on Uniform Traffic Control Devices are waived. The requirements for street pavement painting, striping and reflective edging of the main road system will be waived. Traffic circulation signage shall be in conformance with Florida Department of Transportation Federal Highway Administration Manual on Uniform Traffic Control Devices standards. 6. LDC Subsection 3.2.8.4.16.8.: The minimum back of curb radii for internal roads shall be 30 feet wtEh tle exception of both entrance road intersections which shall be 40 feet.. 6.7 TRANSPORTATIQ3V' A. The Develcjper hall' `ro e a=fair shire,contrib�tion toward the capital costs of any traffic signals &�PrgjecWw 4. hoplAcerned warranted by the County Engineer. m .gals will bC r V installed, owned, operated, and maintained by Collier} Gor4 ty I '1o� shall Pr 'ice anterial level street lighting at all Project accesses p�rxioc. �."'rssuanit "of ary}� c�ertrciaie of, upancy for a building accessed from a Project eitir�[zice. B. The Devel that Collier County ietvethe right to disallow developer improvements erbilt Dnvewst Livingston Road, and/or Wiggins Pass Road rights-of-way rf rmpnov"-co dict with or negatively impact public roadway, drainage, or utility facilities planned as part of future four-laning construction. C. The Developer shall provide additional right-of-way in fee simple title, when necessary, along the PUD frontage to Vanderbilt Drive. Additional right-of-way is required in varying widths from 10 feet to 25 feet on both sides of Vanderbilt Drive as shown on the final four -lane design plans prepared for Collier County by Johnson Engineering, Inc. Such required right-of-way along each side of Vanderbilt Drive shall be dedicated and conveyed to Collier County without consideration for impact fee credits for public roadway, drainage, and public utility improvements. The right-of-way conveyance shall occur at the time requested by the County. 6.3 OR; 4368 PG; 2383 D. The Developer shall provide additional right-of-way in fee simple title, when necessary, along Vanderbilt Drive and Wiggins Pass Road at all proposed and authorized access points wherein right turn lanes for development purposes are required or specified. Such additional right-of-way is declared to be compensating right-of-way and accordingly will not be subject to road impact fee credits. The final four -lane design plans prepared for Collier County by Johnson Engineering, Inc. do not show required right-of-way for right turn lanes for this PUD, but the right-of-way shall generally be of a typical width of approximately 15 feet. The right-of-way conveyance shall occur at the time requested by the County. E. The Developer shall provide the additional 10 feet of right-of-way in fee simple title, when necessary, along the PUD frontage to Wiggins Pass Road. Additional right-of-way is required in varying widths on the north side of Wiggins Pass Road as shown on the final four -lane design plans prepared for Collier County by Johnson Engineering, Inc. Such required right-of-way along Wiggins Pass Road shall be dedicated and conveyed to Collier County without consideration for impact fee credits for public roadway, drainage, and public utility improvements. The right-of-way conveyance shall occur at the time requested by the County. F. The Developer shall along the PUD 's nor Vanderbilt DriF i has dedicated 157 4* East/West tivi,ngsu future East/West ►rovi`ettirtal right- i.bductdary for future E U.S. 41. The Village F 1t f right-of-way„along value basdd,op its value prior to a occur at the ttae,requested by the A --way in fee simple title, when necessary, St/West Livingston Road between ace PUD directly to the north of this PUD its southern property line for the future -o( -way along the northern property line for .*'ated',to the County. Such required o �oll er County for public roadway, Ali�r aunty shall compensate the iksionWo land appraisals of the fair market to PLJD. The right-of-way conveyance shall G. The Developer shall " and pay f iequired road improvements to Vanderbilt Drive that will pro fir Project (this includes turn lanes and other improvements such p ghttng). 11se improvements are made prior to the construction of the County's Vanderbilt Drive four -lane expansion project, the Developer shall pay the design and construction costs related to access for the Project for the existing two-lane section of Vanderbilt Drive. Future four-Iane expansion of Vanderbilt Drive shall include the Project's access and shall be designed and paid for by the County during the construction of Vanderbilt Drive. If these improvements are made after the construction of the County's Vanderbilt Drive four -lane expansion project, the Developer shall pay all design and construction costs related to access for the Project. 6.4 OR: 4368 PG: 2384 H. The Developer shall meet the stormwater attenuation and water quality requirements for the future East(West Livingston Road between Vanderbilt Drive and US 41. The Developer shall be compensated for the stormwater management commitments at a tate to be determined. The Project shall accept future stormwater commitments from East/West Livingston Road along the Project property line in the form of water quantity. Water quality will be handled within the 167.5' right-of-way reservation. The Developer shall design noise mitigation/abatement systems in accordance with the Collier County Land Development Code. In the event the County four -lane improvements to Vanderbilt Drive or Wiggins Pass Road precedes the development of this Project's access to Vanderbilt Drive, the Developer shall bear the full cost for the access and appropriate turn lanes. 6.8 UTILITIES The development of this PUD Master Plan shall be subject to and governed by the following conditions: A. Water distributi6 !; tie collection and transmission lines to serve the Project are to be designed, cons tiylcted, conveyed, and/or owned and maintained in accordance with Collier County i'nance �1 97 17, as amended'and other applicable County rules and regulations. B. All custoine eco t the ► t r$ g nttgn and sewage collection faedities to be construe l be cu:�toi ,Qf� Cou y rrtdJttta�)� be billed by the County in accordan ej�i-16 County's estate. teed �tes C. The on-site distribution system ving:the Project must be connected to the District's wa `rhain and must be consisttn with the main sizing requirements specified in the County's t Master Plan and oxt�nded throughout the Project. During design of these facilities,*following features shall be incorporated into the distribution system:m 1. Dead-end mains shall include dead-end flushing hydrants. 2. Stubs for future system interconnection with adjacent properties shall be provided to the property lines of the Project at locations to be mutually agreed to by the County and the Developer during the design phase of the Project. R OR; 4368 PG; 2385 D. A water distribution system shall be constructed throughout the project development by the Developer pursuant to all current requirements of Collier County and the State of Florida. Water facilities constructed within platted rights-of-way or within utility easements as set forth in Collier County Ordinance 97-17, shall be conveyed to the County Water/Sewer District for ownership, operation and maintenance. All water facilities constructed on private property and not required by the County to be located within utility easements shall be owned, operated and maintained by the Developer, his assigns or successors. E. All construction plans and technical specifications and proposed plats, if applicable, for the proposed water system must be reviewed and approved prior to commencement of construction. F. A sewer distribution system shall be constructed throughout the project development by the Developer pursuant to all current requirements of Collier County and the State of Florida. Sewer facilities constructed within platted rights-of-way or within utility easements as set forth in Collier County Ordinance 97-17, shall be conveyed to the County Water/ ewer Dstriet forownuship, operation and maintenance. All sewer facilities constructed nii4eartk�not required by the County to be located within utility tiifiiall be owned, operated and maintained by the Developer, his assigns or suce S G. All construction pla'ii� i techpieaftpecifications and proposal plats, if applicable, for thero sed p po sr"y sk*,;�eKiewed a�po approved prior to commencement of `�. 6.6 OR: 4368 PG: 2386 69 ENVIRONMENTAL The development of this PUD Master Plan shall be subject to and governed by the following conditions: A. Environmental permitting shall be in accordance with the State of Florida Environmental Resource Permit Rules and be subject to review and approval by Current Planning Environmental Staff. Removal of exotic vegetation shall not be the sole means of mitigation for impacts to Collier County jurisdictional wetlands. B. All conservation areas shall be designated as conservation/preservation tracts or easements on all construction plans and shall be recorded on the plat with protective covenants per or similar to Section 704.46 of the Florida Statutes. Buffers and setbacks shall be in accordance with 3.2.8.4.7.3. of the Collier County Land Development Code. C. Buffers around preserved jurisdictional wetlands shall be in accordance with the State of Florida Environmental Resource Permit Rules. Preserved jurisdictional wetlands and surrounding buffers shall be ated in Conservation Areas which shall be platted. D. An exotic vegeti val, motmorin, and maintenance (exotic -free) plan for the site, with emphasis Sithe conservation/preservations areas, shall be submitted to Current Planning Environ en iStaff for review and approval prior to final site plan/construction plan appr9val ,!, E. Petittone�` sha�ic #;M4 th+P t f ins l recommendations of the U.S. Fish and Wildlife ervelOda Ft�h ndldlife Conservation Commission ,. (FFWCCegriiing potential imp to pintectildlife species. Where protected species ard,observed on site, a Habrtal Martag� "Plan for those protected species shall be submitted arming Services Secn staff46r review and approval prior to final site plan/constructt6n,plan approval. A Bald Pi I&Management Plan and a Gopher Tortoise Management P utred_for tht tC. F. Any amendment to the Bald Eaglt Management Plan shall require review of the Environmental Advisory Council or any successor body. 6.10 ENGINEERING A. Detailed paving, grading, site drainage and utility plans shall be submitted to Engineering Review Services for review. No construction permits shall be issued unless and until approval of the proposed construction in accordance with the submitted plans is granted by the Engineering Review Services. B_ Design and construction of all improvements shall be subject to compliance with all applicable provisions of the Collier County Land Development Code. 6.7 OR: 4368 PG: 2387 C. The Developer, its successors and assigns, shall be required to satisfy the requirements of all applicable County ordinances or codes in effect prior to or concurrent with any subsequent development order relating to this site, including Site Development Plans and any other application that will result in the issuance of a final or local development order. 6.11 WATER MANAGEMENT A. An excavation permit shall be required for the proposed lakes in accordance with Division 3.5 of the Land Development Code and South Florida Water Management District Rules. 6.12 HISTORICAL AND ARCHAEOLOGICAL Pursuant to Section 2.2.25.8.1. of the Land Development Code, if, during the course of site clearing, excavation or other construction activity a 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-CCode-Enforcement Department contacted. R. C 6.13 ACCESSORY Accessory stn the principal s contractors stc of Project dev, completion of acti at 6.8 with or following the construction of igs, trailers, marketing facilities, be erected and utilized during the period quldings shall be removed upon are accessory to. 6.14 SIGNS 1. General 2. 3. OR; 4368 PG; 2388 A. All County sign regulations shall apply unless such regulations are in conflict with the conditions set forth in this Section. B. For the purpose of this PUD Document/Ordinance, each platted parcel shall be considered a separate parcel of land and shall be entitled to signs as permitted herein. C. Should any of the signs be requested to be placed within the public rights-of-way, a right-of-way permit must be applied for and approved. D. All signs shall be located so as not to cause sight distance problems. Entrance Sims A. Two (2) signs ltk.txunu of 40 square feet each or one (1) sign with a maximum �i -4-1 -0 square xa11 be permitted at each entrance to the Develc)prlt. B. En trancelsig" not trxced' �height of C. Ent' --gign►s ma "li . opro i all, pre,��nts direct glare into the vi ion of driu into adjacent residences., N J en (15) feet above the lowest right-of-way to the uppermost hts are shielded in a manner which using the adjacent streets or going A. Project signs, designed to promote the Cocohatchee Bay Project, or any major use within the Project shall be permitted along the east side of CR 901, the north side of CR 888, the south side of Livingston Road Extension and on all land tracts within the Cocohatchee Bay PUD limits subject to the following conditions: 1) Project signs shall not exceed a height of twenty (20) feet above the finished ground level of the sign site nor may the overall area of the sign face exceed one hundred (100) square feet. 2) A maximum of four (4) project signs shall be permitted. Two (2) signs shall be located along the CR 901 frontage, one (1) shall be located along the Livingston Road Extension frontage. and one (1) shall be located along the CR 888 frontage. Me" OR; 4368 PG; 2389 3) Project signs may be lighted provided all lights are shielded in a manner which prevents direct glare which would impact the vision of drivers using the adjacent streets or going into adjacent residences. 6.15 LANDSCAPING FOR OFF-STREET PARKING AREAS All landscaping for off-street parking areas shall be in accordance with the Division 2.4 of the Collier County Land Development Code in effect at the time of building permit application. 6.16 PROVISION FOR OFF-SITE REMOVAL OF EARTHEN MATERIAL The excavation of earthen material and its stockpiling in preparation of water management facilities or other water bodies is hereby permitted subject to applicable sections of the Land Development Code. If it is demonstrated that fill activities on those buildable portions of the Project site are such that there is a surplus of earthen material, then its off-site disposal is also hereby permitted subject to the following conditions: ._ x A. Excavati iEies shall cdtTagly with, the definition of a "development excavatt�rt ,Vursuant to Division 3: the Land Development Code whereby off-site re valshall be limited to te6percent (to a maximum of 20,000 cubic yards) of th�,yolume excaated unless a commercial excavation permit is NO 6.10 W E S r r .•r � p gg AMM SM MW Q R? �� $ ! r i i i • r r • LEGEND R-2 RESIDENTIAL/MULTI-FAMILY TRACT ao (9. T AC3-) GC GOLF COURSE / MAINTENANCE NOTE. THIS IXIBIT IS A SUPPLEMENT TO cl (168.5 AC-*) { P PRESERVE (308 AC.*) EAGLE PRIMARY ZONE (OUTSIDE PRESERVE AREA)- 31.1 AC± ® WATER PRESERVE WETLAND PRAJECT ACCESS � ao NOTE. THIS IXIBIT IS A SUPPLEMENT TO cl THE ' ALD EAGLE HABITAT UAA AGEMENT ZPLAN' PREPARED BY TURR£LL & ASSOC. Z a� OR: 4368 PG: 2392 Bald Eagle Habitat Management Plan COCOHATCHEE Sections 8, 16, 17, & 20, Township 48 S, Range 25 E, Colier County. Turrell & Associates, Inc. August 2000 4.0 Bald Eagle (Haliaeetus leucocephalus leucocephalus) 4.1 Occurrence on Site An active bald eagle nest is located on the site on the west side of Vanderbilt Drive, shown on the attached site plan / preserve map. According to FFWCC records, the site has been active for at least the last 7 years with nest being constructed in two different trees. The current nest was constructed in 1995 and the original nest tree was cut down in 1997, the nest had already fallen. The parent birds fledged one hatchling in 1998-99 and two young during the survey period. The nest is located in a dead and rapidly deteriorating Slash Pine tree on the western portion of the property. The tree is located between a small sawgrass marsh area and the bay forest / mangrove swamp. The birds have an open view to the water over the tops of -the --mangroves, to the west. Almost all of the established tre briistjree and Vanderbilt Drive have died, mostly due td/a- r t occurred en property several years ago so the birds also a relatively ,pro view of Vanderbilt Drive. Due to the condition.A f the tree, it is not eted that the eagles will continue to use they" nest mire..han a couple of mere years at the most. It is more likely that 8teartcis wleither destroy the tree supporting tt the nest, or 066 the nestlise�f. li "t clear where the eagles will try to constn t 4 ne +t Gest if ti> occurs Sp epific observations were made �, during Chet tvi,�tirg asorto nye flight patterns and feeding behav a��und the nest Thee observatio6s showed that flights into and out of t**� st were predomin � � y o the '*outh and south-west from the nest tree. S nal other dead pine around the nest served as perches for the parents ,dCt91 athe nesting season. An effort was made by the parent birds to con ;i, w nest adjacent to the existing marina early in the '99-`00 season, vY, these efforts were unsuccessful. 2.2 Biology and Habitat Requirements The bald eagle is the largest raptor that breeds on the peninsula of Florida, with a wingspan of about seven feet. Body plumage is dark brown with the head and tail a distinctive while. Juveniles are brown -black and fully develop the white head and tail by the age of five or six. Eagles typically nest close to water with their diet comprised mainly of fish but supplemented with a variety of vertebrates including birds and turtles. Thus nests must provide prey opportunities in the vicinity, good visibility and a clear flight path. Nest laying begins in early fall and the cone shaped nests can be 6 feet OR; 4368 PG; 2393 Bald Eagk Habitat Management Plan COCOHATCHEE Sections 8, 16.17. & 20, Township 48 S, Range 25 E, Colter County. Turrell & Associates, Inc. August 2000 across and 6-8 feet deep, lined with soft materials. Most commonly, living pine or cypress trees are chosen where some canopy remains above the nest. The ratio of water to land edge is one of the most important considerations and so long as prey density does not diminish, habitat suitability of an area remains constant. Egg laying peaks in early December and clutches usually consist of one to two eggs with incubation of approximately 35 days. The young fledge after 10-12 weeks although parental care may continue a further 4 to 6 weeks after this. Most of Florida's eagle pairs are year round residents while the young are migratory. In addition to the nesting tree, diurnal perch sites are an important part of the eagle's territory, when, during the non -nesting season, perching may take up 74-83% of the day (FWS). Selection is similarly based on how much prey is availabL.inthe. vicinity and how well the bird can see it, thus perch sites are ��treesodered by an open area such as river or lake banks. ' As a tDp,,pri6iior eagies are vulnerable to the food chain' 4,P-,Ppwlation-size=,was sev( pesticide DDS oM bahhed), which red thinning e8gsh�lis°Mld and mercury ;poi Multiple dturbances by humans of n9stiu ultima y ,est aband6nirnea a'' nest s t and feeding areas Ore cOmpoi plans. 3 build up of contaminants in y affected by the use of the 3d reproductive success by ting are on-going concerns. irds has been shown to lead I temporal isolation from the its of species management Given the geridliml requirements success of the eagle, an overview c �deve c,�tthe project site will allow continued habitation is pro below 4.3 Site Development Considerations and Species Management Protocol The current site plan calls for development of a golf course only with an option to conduct future residential construction should the site conditions or management techniques change to allow it. It should be noted that existing flight paths are predominantly to the south and south-west and a far greater area of preserve extends from the nest tree to the west, keeping the site in a similar configuration to how it is currently utilized by the birds. The main foraging area is the Wiggins Pass estuarine system which is designated as Outstanding Florida Waters, 280 acres of which will be deeded by conservation easement to the South Florida Water Management District preserving this habitat in perpetuity. OR: 4368 PG: 2394 Bald Eagle Habitat Management Plan COCOHATCHEE Sections 8, 16, 17, & 20, Township 48 S, Range 25 E. CoNier County. Turrell & Associates, Inc. August 2000 The Habitat Management Guidelines outlined in the Recovery Plan for the Southeastern States Bald Eagle call for a primary protection zone, except under unusual circumstances, extending 750 to 1500 feet outward from the nest tree. The precise distance being dependent upon the proximal and spatial configuration of critical elements such as the nest tree, feeding area, and roost trees. No residential, commercial, or industrial development, logging or mining should occur within this zone. The site plan for the golf course as proposed projects into the 750 foot primary zone to the east of the nest tree. It is not anticipated that this will adversely affect the eagles because of the existing circumstances of the site. There are no existing living trees within this area and the birds currently have a relatively unobstructed view of Vanderbilt Drive. The golf course would remove some of the dead snags left in the area but observations over the past two years have shown that these snags are not utilized by the,b1fds for roasting or perching. Also, flight paths into and out of the nestirW area were in the opposite direction and not over the area proposed to be impacted. A screen`of living vegetation will be planted between the, golfcourseand the nestsite to block views and sounds of the golfers` free nest.:.- This actions would result in a buffer of approximat Opto die east of the nest. A buffer of 750' would be maintain t l youth ar ortY f }the= nest, and no impacts are proposed to the wo tlet ei M he � arthe Gulf of Mexico. To minims disturbance dung bufferzt3r`Qf 1500' in radiva9 site co ,1 activities. No the 1500-f during the i through May w.r ant nesting period, a greater dished and maintained during activities will take place within A which runs from October 1 Incorporated throughout the site is an education plan consisting of signs and posters located at golf hole tees, with information and pictures of the habitats and species located in the vicinity of each hole. In this way players and residents will gain knowledge and an appreciation of the system as they progress through the course. The eagle will be highlighted at the appropriate location with details on the species biology, ecology and conservation status. OR: 4368 PG: 2395 STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true copy of: ORDINANCE NO. 2000-88 Which was adoptedCommissioners on the 12th day of DecembifJ�,Z2000, during gular Session. WITNESS my hand /and th -f County CommissionersfCo1 e of December, 2000. ial seal =of\the Board 64 t,,Pr�dC this 15th:da CD �IGHT E. BROCK erk of Courts and Clietk Ex -officio to Board of:= County Commissioners By: Ellie Hoffman, Deputy Clerk i COCOHATCHEE BAY -f A PLANNED UNIT DEVELOPMENT REGULATIONS AND SUPPORTING AMENDED MASTER PLAN GOVERNING COCOHATCHEE BAY A PLANNED UNIT DEVELOPMENT PURSUANT TO PROVISIONS OF THE COLLIER COUNTY LAND DEVELOPMENT CODE PREPARED Fbk- )J 3ERBI�T PARTNERS II, TD 3� 1 k t PREPARED BY: PMS, INC. OF N 2335 TAMIAMI TRAIL, i— H DATE REVIEWED BY CCPC DATE APPROVED BY BCC 12ji1 ORDINANCE NUMBER 2004-88 AMENDMENTS AND REPEAL DOCUMENT DATE 12/14/00 AGREEMENT AND RELEASE DATED —2008 2128!08 revision Exhibit 2 to Settlement Amt and Release OR: 4368 PG; 2397 INDE% PAGE In 4i �? N �14-µs E c I 2128/08 revision List of Exhibits and Tables Statement of Compliance SECTION I Property Ownership, Legal Description and Short Title SECTION II Project Development SECTION III Residential Development Areas SECTION IV Golf Course Ppen Space-, SECTION V District SECTION VI Crt'n rev t C®rnmi In 4i �? N �14-µs E c I 2128/08 revision _ OR; 4368 PG; 2398 ]E X BIT "A" Amended Planned Unit Development Master Plan EXHIBIT "B" PUD Master- Plea with Foe* Zeno Gverky ead Bald Eagle manfigeffiffit Phm- Gocohatchcc Bgy PUD Amended Bald Eaglc dement Plan EXHIBIT " C" Settlement Agreement and Release TABLE I Land UWS TABLE II Dev t Standards fk " District 2/28/08 revision OR; 4368 PG; 2399 STATEMENT OF COMPLIANCE The development of approximately 532.09 t acres of property in Collier County as a Planned Unit Development (PUD) to be known as Cocohatchee Bay PUD will be in compliance with the goals, objectives and policies of Collier County as set forth in the Collier County Growth Management Plan. Cocohatchee Bay is a mixed use residential golf course community and will be consistent with the applicable elements of the Collier County Growth Management Plan for the following reasons: 1. Traffic ways, utilities, and other public facilities necessary to serve the Cocohatchee Bay Project are adequate. The Cocohatchee Bay Project will participate in the expansion of existing public facilities to the extent of its impact on those facilities via payment of impact fees. 2. The Cocohatchee Bay Project will le with and complimentary to existing and planned land uses in the yrr a transition area which includes low-rise residential deve and will, rue tntilaily development 3. The subject property's 1 66065—H - relation to ,existing , r p%posed community facilities and services permits the Dev o nf' srdent al densiity asAscribed in Objective 2 of the Future Land Use Elemcat� 4. The project Develop s compatible „yin and o l tary to existing and future Al surrounding land is required in Policy A,of tattu+i.and Use Element. 5. The property was do - ` ed during the Zomnk�ge-eyiluifion Process which resulted in an action establishing ning districts and 44ifies N . Panel 1- 11. acs R�3st = 33.57 units Parcel 5 - 161.63 acres������_F� = 646.52 units Parcel 6 - 13.15 acres RSF-4(3) = 39.45 units Parcell - 69.61 acres RSF-3st(3) = 208.83 units RSF 3(3) RMF -6(3) RMF-6st(3) Parcel 8 194.60 acres RMF -12(3) = 583.80 units RMF-12st(3) Parcel 9 1.26 acres RMF 12st(3) = 3.78 units Parcel 10 80.65 acres RMF 12st(3) = 241.95 units RMF-6st(3) TOTAL 532.09 acres = 1757.90 or 1758 units III 2/18/08 revision The PUD will utilize a total of 590 units on 532.09 t acres for a gross density of 1.11 dwellings per acre. This action makes the land use and density consistent with the Future Land Use Element of the Growth Management Plan. 6. Improvements are planned to be in compliance with applicable sections of the Collier County Land Development Code as set forth in Objective 3 of the Future Land Use Element 7. The project Development will result in an efficient and economical allocation of community facilities and services as required in Policies 3.1.11 and 3.1.L of the Future Land Use Element 8. The project Development is planned to protect the functioning of natural drainage features and natural groundwater aquifer recharge areas as described in Objective 1.5 of the Drainage Sub -Element of the Public Facilities Element. 9. All final local development orders for this Project are subject to Divisiea 3. 16, Adeqvw the Collier Cotta w_m ._ Development Code (LDC). IV 2/28/08 revision --- - OR: 4368 PG: 2401 SECTION I PROPERTY OWNERSHIP & GENERAL DESCRIPTION 1.1 PURPOSE The purpose of this Section is to set forth the location and ownership of the property, and to describe the existing conditions of the property proposed to be developed under the project name of COCOHATCHEE BAY. 1.2 LEGAL DESCRIPTION E THE SOU'T'HERLY 548 FEET OF A TRACT OF LAND LYING IN SECTION 8, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, SAID TRACT BEING DESCRIBED AS: BEGINNING AT THE SOUTHEAST CORNER OF GOVERNMENT LOT 4, SAID SECTION 8. RUN S.88°24'40"W. (SHOWN IN ERROR AS S.8802640"W. IN O.R. BOOK 68, PAGE, -235; O.R. BOOK 87, PAGE 439 THROUGH 447OO.R./ K --1d7, PAGE 692 ,,O.R. BOOK 218, PAGE 484; HEREINAFTER FFICIAL RECORDS), ALONG THE SOUTH LINE OF SAID GOVERNTHE WESTERLY PROLONGATION OF SAID SOUTH LINE, F76. -, ' A i,INTERSECTION WITH AN AGREED BOUNDARY LINE AS Il -c., PAGES 439 THROUGH 447 (SURVEYOR'S NOT( r„ t 10 R,A 6, ,!PAGE 692 AND O.R. BOOK 218, PAGE 484 INDI ATE 'bUNDARY LINE IS FOUND IN O.R. BOOK 68, A%13 GS AND DOTANCE ARE IN EFFECT THOSE C1•I'BI A LATER EXCHAN OF QUIT- AM DEEDS O.R. BOOK 11E 87, PAGES 439 'THROUGH 447), OF T� PUET RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.29' I )146" %; °ALONG SAID BOUNDARY LINE, FOR 300 FEET; ' THENCE RUN N. " W., ALONG SAID AGREED BOUNDARY LINE, FOR 961.43 FEET (SHfJ1ERROR AS 961.30 FEET IN THE OFFICIAL RECORDS); THENCE RUIN 67"30'00"W. ALONG SAID AGREED BOUNDARY L1NE, FOR 1397.99 FEET (SHOWN IN ERROR AS 1397.01 FEET IN THE OFFICIAL RECORDS); THENCE RUN N.2203IW"W., (SHOWN IN ERROR AS N.22°3900"W. IN THE OFFICIAL RECORDS), ALONG SAID AGREED BOUNDARY LINE, FOR 944.72 FEET; THENCE RUN NORTH, ALONG SAID AGREED BOUNDARY LINE, FOR 99.92 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF GOVERNMENT LOT 3, SAID SECTION 8; THENCE RUN N.0°08'53"E. (SHOWN IN ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.82 FEET; THENCE S.59°001007E., FOR 815.68 FEET, TO AN PTIERSECTION WITH SAID WESTERLY PROLONGATION OF THE NORTH LINE OF SAID GOVERNMENT LOT 3; THENCE RUN N.89°1270"E., ALONG SAID WESTERLY PROLONGATION AND ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3, FOR 1907.82 FEET, TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT 3, THENCE RUN S.00023'10"E., ALONG THE EAST LINE OF SAID GOVERNMENT LOT 3 AND SAID GOVERNMENT LOT 4, FOR 2744.30 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED 1.1 F7rT�f�T:3�hT1 : 4368 PG: 2402 THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL5 THE NORTHWEST 1/4 OF SECTION 16 IN TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE RIGHT— OF—WAY FOR STATE ROADS S -865A (ALSO KNOWN AS VANDERBILT DRIVE) AND S -865B (ALSO KNOWN AS WIGGINS PASS ROAD). 6 A THAT PPRT OF THE NORTHERLY ONE-FIFTH (BEING MORE PARTICULARLY DESCRIBED BY ACCURATE SURVEY AS THE NORTH 268.54 FEET) OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT—OFLWAY OF U.S. HIGHWAY 41 (ALSO KNOWN AS TAMIAMI TRAIL.). PARCEL? — THE EAST 12 OF THE NORT M t4'0 SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, CO=�' OI -, FLOR A; EXCEPTING THEREFROM THE SOUTHEAST 1/4 OP. SOUTHEAST li . NORTHEAST 1/4 AND EXCEPTING 7�($M,_-THE RIGHT-01-W� F STATE ROAD S -965A (VANDERBILT DRIVE). PU ANY"'LANWADDEDTHERETO BY ACCRETION OR REI1CTION, ,AND A aA°►NXLOST THEREFROM BY ; SUBMERGENCE ORN, R . PARCELS BEGINNING ATIHE SOUTHEAST COYER OF S'I'ION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COJ TMf ` Ab 0 RIDA, RUN N.89°54'20"W., ALONG THE SOUT OF SAID SECTION `FOR 2839.52 FEET TO AN INTERSECTION GREED BO UN "'iINE AS RECORDED IN O.R. BOOK 68, PAGE 235 ZSE) O 1 LIC RECORDS OF COLLIER COUNTY, FLORIDA; TF [H RUN l�.bl V5"E., ALONG SAID AGREED BOUNDARY LINE, FOR 1298.70 FEEL' (SHOWN IN ERROR AS 1300.00 FEET, IN O.R. BOOK 68, PAGE 235 AND O.R. BOOK 167, PAGE 642 HEREINAFTER CITED AS OFFICIAL RECORDS); THENCE RUN N.30°00'00"E., ALONG SAID AGREED BOUNDARY LINE, FOR 800 FEET; THENCE RUN N.05°00'00"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1480 FEET; THENCE RUN N.29° 11'40"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1957.41 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGATION OF THE NORTH LINE OF SAID SECTION 17; THENCE RUN N.88*2440"E. (SHOWN IN ERROR AS N.88"26 -40"B. IN THE OFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.51 FEET TO THIS NORTHEAST CORNER OF SAID SECTION 17; THENCE RUN S.0*2730"E., ALONG THE EAST LJNE OF SAID SECTION 17, FOR 2690.04 FEET (SHOWN IN ERROR AS 2689.35 FEET IN THE OFFICIAL RECORDS), TO THE EAST QUARTER CORNER; THENCE RUN S.0°26W"E. (SHOWN IN ERROR AS S.002600"W. IN THE OFFICIAL RECORDS), ALONG THE EAST LJNE OF SAID SECTION 17, FOR 2584.65 FEET TO THE POINT OF BEGINNING; EXCEPTING 1.2 2/28/08 revision THEREFROM (1) THE EAST 1/2 OF THE NORTHEAST 1/4, (2) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4,(3) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, OF THE SOUTHEAST 1/4, ALL IN SAID SECTION 17; AND EXCEPTING THE RIGHT-OF-WAY FOR STATE ROAD S -865A (VANDERBELT DRIVE), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 'A OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, DESCRIBED AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, RUN S.89°53'18"W. FOR 50 FEET, TO THE POINT OF BEGINNING; THENCE RUN S.89053'18"W., FOR 186.65 FEET, TO A POINT ON BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN SAI 011'03"W. FOR 133.10 FEET, ALONG SAID BULKHEAD LINE; THENCE RUN S.0°06'42"E., FOR 120 FEET, THENCE RUN N.89°53' 18E., FOR 275.72 FEET, TO A POINT ON THE WEST RIGHT-OF-WAY LINE OF STATE ROAD S -865A (VANDERBIL.T DRIVE): THENCE RUN N.0°26'00"W., FOR 220 FEET, TO THE POINT OF BEGINNING. PLUS ANY -LAND ADDED THERETO BY ACCRETION OR REACTION, AND LESS'I Q,W- " , LAND LOST THEREFROM BY SUBMERGENCE OR E t PARCEL 9 THAT PORTION OF THEA . -t/4 OF THE SOU`IHEAST 1/4 OF SECTION 17, TOWNSHIP X48 SOm; �,�T,, QL�R COUNTY, FLORIDA, DESCRIBED AS FpVt011 OF ;BEGINNING AT THE NORTHWEST GORl OF,TTiEE ;Sa OF T4iE SOUTHEAST 1/4 OF SAID SECTION 1 ; RUNE -34"89.4055"E.,... R 3" FO�f4 ', ALONG THE NORTH LINE OF THT �i E SOtEA3T 1/4 OF THE SOUTHEASOF SAID SECTION 17, TO A POINT ON THE BULKHEAD LINE M SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT Bi3i� 1, ,PAGE 7, OF THE PUBIC RECORDS OF COLLIER'OIJNTY, FLORID CE RUN N.0°26'00"W., FOR 100 FEET, ALONG SAI AUL . CE RUN S.89040'55"W., FOR 560.23 PEEL, ALONG SAID _ ; TO A POINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17; THENCE RUN S.0 -25-41"E., FOR 100.00 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 10 BEGINNING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST, C01. M COUNTY, FLORIDA, RUN N.8905270"W., ALONG THE SOUTH LINE OF SAID SECTION 20, FOR 2053.75 FEET; THENCE RUN N.00014'00"W. FOR 1698.91 FEET; THENCE RUN N.54°47'52"W., FOR 399.32 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGES 235 THROUGH 250, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.79'17'10"E., ALONG SAID AGREED BOUNDARY LINE, FOR 69.60 FEET; THENCE RUN 1.3 217.8/08 envision N.02059130"W. ALONG SAID AGREED BOUNDARY LINE FOR 1417.66 FEET (SHOWN IN ERROR AS 1475.01 FEET IN O.R. BOOK 68, PAGE 235); THENCE RUN N.27015'20"W., ALONG SAID AGREED BOUNDARY LINE FOR 705.31 FEET; THENCE RUN N.18°44'30"W., ALONG SAID AGREED BOUNDARY LINE FOR 887.03 FEET, THENCE RUN N.05037'50"W., ALONG SAID AGREED BOUNDARY LINE FOR 393.34 FEET, TO AN INTERSECTION WITH THE NORTH LINE OF SECTION 20; THENCE RUN S.89°5470"E., ALONG SAID NORTH LINE FOR 2839.52 FEFsT, TO THE NORTHEAST CORNER OF SAID SECTION 20; THENCE RUN S.02012W"E., ALONG THE EAST LINE OF SAID SECTION 20, FOR 5273.90 FEET (SHOWN IN ERROR AS 5277.24 FEET IN O.R. BOOK 68, PAGE 235) TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. AND LESS AND ACCEPT IG� WAY OF STATE ROADS S-865 A (ALSO KNOWN AS ,.VA.Ni� II,T-'-: S-846 (ALSO KNOW AS BLUEBILL AVENUE) AND LESS AND ALL OF W THE PLAT PUBLIC RI PROPERTY: ION, ACCORDING TO AT PAGE 81 OF THE ND ALL OF WIGGINS PASS LANDINGS;tpiRT NO.1 ACCORDIN ,TO THE PLAT THEREOF RECORDED IN PLAT BOOK1 t PAGE 44, OF 11" PUBW RECORDS OF COLLIER COUNTY, FLORIDA; BEING MORE PARTICLIURL' DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNERI-4 LAT 4 OF SAID WIGGINS PASS LANDINGS UNIT NO.I ADDITION,- SCE N.89°527A"W. ALONG THE (4 SOUTHERLY LINE OF SAID LOT 4,L DISTANCE OF 599.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, THE SAME BEING THE SOUTHEAST CORNER OF IAT 10, BLOCK 1 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.8905270"W., ALONG THE SOUTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1400.65 FEET TO THE SOUTHWEST CORNER OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.00- 14-00"W., ALONG THE WESTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1, A DISTANCE OF 1608.90 FEET; THENCE N.34°26'15"E., ALONG SAID WESTERLY LINE, A DISTANCE OF 439.38 FEET TO A POINT ON THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.87°48'00"E. ALONG SAID NORTHERLY LINE A DISTANCE OF 1481.48 FEET TO THE NORTHEAST CORNER OF LOT 3, BLACK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE S.02* 12100"E. A DISTANCE OF 163.77 FEET TO THE NORTHWEST CORNER OF IAT 1, BLOCK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.87°48'00"E. A DISTANCE OF 200.00 FEET TO THE NORTHEAST CORNER OF SAID IAT 1; THENCE 1.4 2128/08 revision S.02° 12'00"E. ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO. 1, A DISTANCE OF 668.16 FEET TO THE SOUTHEAST CORNER OF LAT 1, BLACK 1 OF SAID WIGGINS PASS LANDINGS UNIT NO. 1, THE SAME BEING THE NORTHEAST CORNER OF LAT 1 OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION; THENCE S.02° 12'00"E. ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION, A DISTANCE OF 1209.93 FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 88.56 ACRES, MORE OR LESS (BEARINGS REFER TO WIGGINS PASS LANDINGS UNIT NO.1 ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA). PLUS ANY LAND ADDED THERETO BY ACCRETION OR RF,LICTION, AND LESS AND ACCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPERTY: A PORTION OF LAND,L'ACATED IN THE ,. OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 2S T OF COLLIER FLORIDA, BEING MORE PARTICULARLY DESCRIBED.AS FOLLOWS: COMMENCING AT THE, 3�0 %B ,,'F CQ R, THE SOUTHEAST 1/4 OF SAID SECTION 20; I!$°12 ( THE EASTERLY LINE OF SAID SOUTHEAST #4 A DT"Cfij( F�` 0 ; THENCE S.87048'00"W., A DISTANCE OF 50;x, � ''A PO -ON Y RIGHT -OF WAY LINE OF VAND ALT DRIVE, A 100 FO�(7T , iT-OF-WAY AND THE NORTHEAST CO OF LOT 1 BLOC WIGGIi1�S PASS LANDINGS, UNIT NO. 1, ACCORDIN ' TIE PLAT THEREOF'R 1' D IN PLAT BOOK 10, AT PAGE 44, OF THE PUBLIC RECORDS OF C COUNTY, FLORIDA, THE SAME BEING THE POINT OF B O PARCEL OF LAND HEREIN DESCRIBED; THENCE S.87°48' A " ONCE OF 200.00 FEET TO THE NORTHWEST CORNER OF SAID I,, r -f; THENCE N.02 -12'00"W. A DISTANCE OF 163.77 FEET TO THE NORTHEAST CORNER OF LOT 3. BLOCK 3, OF SAID WIGGINS PASS LANDINGS UNIT 1; THENCE S.87048'00"W. ALONG THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF 1481.48 FEET; THENCE S.34°26'15"W. ALONG THE NORTHWESTERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NOA, A DISTANCE OF 439.48 FEET TO THE NORTHEASTERLY CORNER OF TRAGI B, BAKER-CARROLL POINT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.54047'52"W., ALONG THE NORTHERLY LJNE OF SAID BAKER-CARROL POINT, A DISTANCE OF 399.32 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN OFFICIAL RECORDS BOOK 68, AT PAGES 235 THROUGH 250, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.79017'10"E., ALONG SAID AGREED BOUNDARY LINE, A DISTANCE OF 69.60 FEET; THENCE N.0509'30"W., ALONG 1.5 2/28/08 revision OR; 4368 PG; 2406 SAID AGREED BOUNDARY LINE, A DISTANCE OF 1417.66 FEET; THENCE N.2701520"W., ALONG SAID AGREED BOUNDARY LINE A DISTANCE OF 616.67 FEET; THENCE N.87°48'00"E., A DISTANCE OF 2472.71 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID VANDERBILT DRIVE; THENCE S.02 -12"25"E., ALONG SAID WESTERLY LINE, A DISTANCE OF 1373.11 FEET; THENCE S.02° 12'00"E. ALONG SAID WESTERLY LINE A DISTANCE OF 667.03 FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 100 ACRES, MORE OR LESS. 1.3 PROPERTY OWNERSHIP The subject property is owned by A.L. Dougherty Co. Inc., a Delaware Corporation. 1A GENERAL DESCRIPTION OF PROPERTY AREA A. The Project site is bordered on the West by the Delenor Wiggins State Park and Barefoot Beach County Park. on the East by Tarpon Cove PUD and Wiggins Bay PUD, on the South by Dunes PUD and on the North by Arbor Trace PUD and the Retreat PUD. B. The zoning classification_of,the project prro approval of this PUD document was RSF 3 (3),,,� SF-3�(3),RSF-4,`mVF-4 (3), RMF-12ST (3), RMF 12 (3), RMF -6 ST,(3) -6(3), - 3 1.5 PHYSICAL A. The Prolog, lies within SouthRatertagement District No. 6. Drainage from the property will discbee Bay B. Water Managemcitt�cilities for the Pro►i11 be designed and constructed in order to introduce��pjeet. storm �fo wetland areas in an attempt to assist in the restoration of hist ono it etttion and preserve areas. C. Elevations within the Project site range from 1.5 to 11 feet above mean sea level. Most of the area, however, falls within the 10' to I V foot elevation category. The site lies within Flood Zone AE (EL I V) and AE (EL IT) according to Firm Maps 120067-0191D, 0187D, and 1891), dated June 3, 1986. D. Soil types within the Project include Keri fine sand (approximately 50%), Cypress Swamp (approximately 48%) and Charlotte fine sand (approximately 2%). Soil characteristics were derived from the Soil Survey of Collier County, Florida, issued by the U.S. Department of Agriculture (Soil Conservation Service) in March, 1954. 1.6 2128/08 revision OR; 4368 PG; 2407 The Cocohatchee Bay PUD is a residential and golf course community with a maximum of 590 dwelling units. Recreational facilities including a golf course, clubhouse, maintenance facility, caddie quarters, and guest suites will be provided in conjunction with the dwelling units. Residential and recreational land uses are designed to be harmonious with one another in a natural setting by using common architectural themes, appropriate screening and buffering and open space. V SHORT TITLE This Ordinance shall be known and cited as the "AMENDED COCOHATCHEE BAY PLANNED UNTO DEVELOPMENT ORDINANCE" r �k le 4 Y Wim.. 1.7 1128/08 revision N SECTION II PROJECT DEVELOPMENT 2.1 PURPOSE The purpose of this Section is to generally describe the Project plan of development, rolationships to applicable County ordinances, the respective land uses of the tracts included in the Project, as well as other project relationships. r �A17:�i1 A. Development of Cocohatchee Bay shall be in accordance with the contents of the Planned Unit Development document, the Settlement Agreement and Release attached hereto. and applicable sections of the Collier County Land Development Code and Growth Management Plan in effect at the time of issuance of any development order, such as, but not limited to, Final Subdivision Plat, Final Site Development„ Plan,. -Excavation Permit, and Preliminary Work Authorization, to wlu _ h e --,'relate. Where these regulations fail to provide developme ons of the most similar district in the County f velopment Code sh* B. Unless ot6erwis nedfiitiYio of al*oerms shall be the same as the definihons'set fathe KLattd Development Cotte in effect at the time of bu ldu%p is It C. All dondttnits#all giapbicw ted depicting restrictions for the development of the Cocoh"day ' shall become part of the regulations whicl'govem the manner ihtet the PUD site may be developed. D. Unless modified, weed or excepted byPLdD, the provisions of the LDC, where applicable, re i, fulI force- with respect to the development of the land which costs PUD. E. Development permitted by the approval of this Petition will be subject to a concurrency review under the provisions of , Awilities, a the LDC at the earliest or next to occur of either final SDP approval, final plat approval, or building permit issuance applicable to this Development. 2.3 DESCRIPTION OF PROJECT PLAN AND PROPOSED LAND USES A. The Project Master Plan, including land uses for the various tracts, is illustrated by Exhibit "A," the Amended PUD Master Plan. The nature and extent of land uses within the Project are indicated on Table L The specific location and size of individual tracts and the assignment of dwelling units thereto shall be determined at the time of detailed site development planning or platting. 2.1 2/28/08 revision B. The final size of the recreation and open space lands will depend on the actual requirements for water management facilities, golf course layout, roadway pattern, and dwelling unit size and configuration. COCOHATCHEE BAY LAND USE SUMMARY TABLE I %I T11016 .._i M MAX. D.U.'s / Saum Foota¢e ACRES Residential "R -F" S, 489 53.70 44.90 0. pasidendal'Wa" 979 Golf Course "WI 2* 170.39+/ - Open Space Nlx 308.00 +l - (Preserve, Lakes and Landscape' Bade -4 -1 --la" � } T?otal IMP!) Total 532.09 +/- acres IQ *2 "OC' unity to be aedi=d from total in the "R" u so total ova 3 2.4 RELATED PROJ)E�4 AN APPROVAL REQUIiikKNIS A. Prior to the recording of a R.)��� mor Condominium Plat for all or part of the PUD, final plans for all regiued improvements shall receive approval of the appropriate Collier County governmental agency to ensure compliance with the Ammded PUD Master Plan, the Collier County Subdivision Code, and the platting laws of the State of Florida B. Revised Exhibit "A," the Amended PUD Master Plan, constitutes the required PUD Development Plan. Subsequent to or concurrent with PUD approval, a preliminary subdivision plat, if applicable, shall be submitted for the entire area covered by the AMendod PUD Master Plan. Any division of property and the development of the land shall be in compliance with vision &,2 of the Collier County Land Development Code, and the platting laws of the State of Florida C. The provisions of Diyisia�of the Collier County Land Development Code, when applicable, shall apply to the development of all platted tracts or parcels of 2.2 228/08 revision land as provided in the Collier County Land Develg2ment Code said-Divisiee prior to the issuance of a building permit or other development order. D. The development of any tract or parcel approved for residential development contemplating fee simple ownership of land for each dwelling unit shall be required to submit and receive approval of a Preliminary Subdivision Plat in conformance with the requirements of Division 3:2 of the Collier County Land Development Code prior to the submittal of construction plans and a final plat for any portion of the tract or parcel. E. Utility, road, public and private easements shall be established as required during the SDP and/or plat approval process. F. Appropriate instruments will be provided at the time of infrastructure improvements regarding dedications and the method for providing perpetual maintenance of the common facilities. 2.5 MODEL HOMES / SALES OT Model homes, salesarta other uses and related to the promotion and sale of real estate sZch i but not limited to, pa ons, 'viewing platforms, gazebos, parking areas, tents, d shall be �rmitted principal uses throughout the Cocohatchee BayPUD; subject t6,..the " 4 Collier County Land Deviel `�� � . iteectiins. Sales facilities will be a1� permitted prior to ►a> ppprovsro�n tie Collier County Land Develonment_Code''. 2.6 AMENDMENTS Via' D DOCUMENT OR, .011 R PLAN Amendments may to the PUD as vi#e`dAn the Collier County Land Development Codo-See $ _ .. 2.7 ASSOCIATION OF PROPERTY OWNERS FOR COMMON AREA MAINTENANCE Common area maintenance will be provided by the Master Property Owners' Association. The Association is a legitimate alternative for the timely and sustained provision of quality common area infrastructure and maintenance under the terms and conditions of County development approval. For those areas not maintained by the Master Association, the Developer has created a property owners' association(s), or condominium association(s), whose functions shall include provision for the perpetual maintenance of common facilities and open spaces. The Master or the property owners' association, as applicable, shall be responsible for the operation, maintenance, and management of the surface water and stormwater management systems, and reserves serving the Cocohatchee Bay PUD, together with any applicable permits from the Florida Department of Environmental Protection, U.S. Army Corps of Engineers, and South Florida Water Management District. 2.3 2/28/08 revision 28 DESIGN GUIDELINES AND STANDARDS The Collier County Planned Unit Development District is intended to encourage ingenuity, innovation and imagination in the planning, design and development of relatively large tracts of land under unified ownership or control, as set forth in the Collier County Land Development Code,-Seeheft4.44044. The Applicant has not set "stages" for the development of the property. Since the property is to be developed over an estimated ten (10) year time period, any projection of project development can be no more that an estimate based on current marketing knowledge. The estimate may, of course, change depending upon future economic factors. 2.9 GENERAL PERMITTED USES Certain uses shall be considered general permitted uses throughout the Cocohatchee Bay Community PUD except in the Preserve General permitted uses are those uses which generally serve the Developer and is of the Cocohatchee Bay PUD and are typically part of the common ,infrastructure or are cogs�dered community facilities. A. General R 1. Essenti Se,TviW as for s td �tl flier County Land Development t 4ktn J, s J 2. Waif rn'anagement facilities adt, relatedsttuces. 3. Temporary sewage treatment facilities r N 4. Lakes incl udrdg with tir other architectural or structural �, r bank tn�ments.�.y 5. Guardhouses, gatehouses, and access control structures. 6. Community and neighborhood parks, recreational facilities, community centers. 7. Temporary construction, sales, and administrative offices for the Developer and the Developer's authorized contractors and consultants, including necessary access ways, packing areas and related uses. 8. Landscape features including, but not limited to, landscape buffers, berms, fences and walls which shall be in accordance with the Collier County Land Development Code in effect at the time permits are requested unless otherwise specified herein. 2.4 2 28M revision --,-- - - OR. 4368 PG, - 2412-____ 9. Any other use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible. B. Development Standards: Unless otherwise set forth in this document, the following development standards shall apply to structures: 1. Setback from back of curb or edge of pavement of any road - Fifteen feet (15') except for guardhouses, gatehouses, and access control structures which shall have no required setback. 2. Setback from exterior property lines - One half (1/2) the height of the structure, minimum of twenty feet (20'). 3. Minimum distance between structures which are part of an architecturally unified grouping -_V feet (5') � 4. Minimum dis ark a between unrel s - Ten feet (10'). 5. Minimugr `fli�nea - �Ic regarod. 6. Mr4 t I4 8 Ek "'E�'` � � { la 7. Side*a , bi,. within County required budf ,*\ however the width Vf the ,`buffer shall be increased propoi1i' Lely to the width of paveds +'e of the sidewalk, bikepath, or carte,, s 8. Standards "ng,'s and other land uses where such standards are not spto be in accordance with the Collier County Land Development Code in effect at the time of Site Development Plan Approval. 2.10 OPEN SPACES REQUIREMENTS The Amended PUD Master Plan sad* satisfies the open space requirements of Seetien 16.3 the Collier County Land Development Code. 2.11 NATIVE VEGETATION RETENTION REQUIREMENTS Twenty Five Percent (25%) of the viable naturally functioning native vegetation on site shall be preserved 2.5 2/28/08 revision --- OR- 2413-- 212 LANDSCAPING MUHWNWNTS A. A perimeter berm shall be constructed in conformance with Sesft2.4.4 of the Land Development Code. 1. Trees and shrubs shall be planted along the base of the berm so as to visually soften the appearance of the side of the berm. 2. Ground cover on the side of be berm shall form a dense attractive mat, and shall not require mowing. 3. Trees shall be a minimum of 75 percent native species. 4. Shrubs shall be a minimum of 35 percent native species. B. A minimum landscape area of thirty-five feet (35') shall be developed along the Vanderbilt Drive frontage d l buffer on the west side of Vanderbilt Drive shall include., dvi impede the view of high rise residential strum Vanderbilt �IX i � S 8 Ek tic a Va '.',3 ,dao e V 2.6 2/28/08 revision SECTION III RESIDENTIAL "R" DEVELOPMENT AREAS 3.1 PURPOSE Me M 1 I -- 1 - J � The purpose of this Section is to establish land use regulations and development standards for the residential development tracts designated on Exhibit "A," the Amey PUD Master Plan as " " "D and 3.2 MAXIMUM DWELLING UNITS The maximum number of dwelling units permitted within the PUD is 590. The subject property contains a gross acreage of 532.09 +/- acres and base density of 1.11 dwelling units per gross acre. 3.3 GENERAL DESCRIPTION Area designated as " PUD Master Plan are designed to accommodate high-.''` tial dwelling o °I�s, multi -family dwellings, adult living facilities, cone nonresidential uses, a 1 rage of recreational facilities, essential services, acid custo`mii iocessor us+m" The approximate 'acr .46— c ,cl° RUD Master Plan. These acreages are base Ile designs � tchiru te. Actual acreage of all development trach,,wtt at the time of Site +olc>�ment Plan or Preliminary Subdivision Plat approvals in accordance with Divisi and d Division 3.2, respeetively,—e€ the Collier County Land Development Code. Residential tracts are designed to accommodate internal roadways, open,.spam, parks and amenity areas, lakes and water management facilities, and other similar found in residential areas. 3A USES PERMITTED W. , A. Principal Uses 1. Multiple -family dwellings. 2. Guest suites and cabanas. 3. Any other principal use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible in the _ d Districts. B. Accessory Uses 1. Uses and structures customarily associated with principal uses permitted 3.1 2/28/08 revision - - - OR- 4399 pit- 2415 li 2. Recreational uses such as, but not limited to, clubhouse, fitness center, health spa, tennis courts, swimming pools or similar recreational uses. 3. Any other accessory use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible in the "R" ``D," end "D'" Districts. 3.5 DEVELOPMENT STANDARDS A. Table I U sets forth the development standards for land uses within the "R" Residential Districts. B. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein or within the Cocohatchee Bay PUD, are to be in accordance with Collier County Land Development Code in effect at the time of Site Development Plan approval. Unless otherwise indicated, required yards, heights, and floor area standards ap'ply to principal structures. C. Off -strut parking, ii rM�pG uses shall be accessed by ping aisles or drivew ` are separate frim+gads which serve more than one development.,°° A ' space area 0f not lis than ten feet (10) in width as meastired ftp m ptiv„ tZii Ao paxe�ent edge shall separate any parking aisle or driveway from any abnoad DEVELOPMENT STANDARDS HIGH -RISS Muni- Fumy Dwe>iirep+ `lei” MQU FAMLSA ICON HIGH RISS fOdwr sttyetump 11Hnionna Lot Area N/A 1Awe I Age MlnhEM Lot WWW N/A MA From Yard - Inierad Road •r 0.5 BH not less man 25 feet il-.S-BHI-e Wom am 26 ION 0.5 BH not leu 25 fee Front Yard - AecewsrF BWs. Structure 0.5 BH not less than 25 feet 1w dlraa 26 hol OS BH not less Front Yard - Vanderbilt Dewe BH 1 Front Yard - Acemory Bft 50 MIA NQA Side Yard OS BH 43 Rear Yard Pri Kod 0.5 BH 43 Rear Yard Accueog 15 40 1 3.2 2/28/08 revision OR: 4368 PG: 2416 Mai hi■ BMS Hd& 20 stories for a maximum heillit of 200 feet *2 33 5 Distance Between Prfisc4W Shwtures 0.5 SBH *3 QJ SH me! im tlt-- __ 0.5 BH not less d= 15 firA Floor Area Min. S.F.) 1900 SP 11200 1 SP 04 IM: (Building Height): Building he& &W be the vertical distance measured from the first habitable finished flow elevation to the uppermost finisbcdceiling elevation ofthe stritattre. UH: (Sum of Building Height): Combined height of two adjacent buildings for the purposes of ddmftq setback All distances we in fed unless otherwise owed. *I Front yards shall be measured as follow A. Ifthe parcel issaved by a public right-of-way, scamcit is measured from the adjacent right-of-way line, B. If the parcel is served by a private road, setba* is Measured from the hot of curb Of anted) or edge of pavement (if not curbed). *2 Building height for the north property fine adjaccni to Arbor Trace in the 'lWtract shall be JZ 43 stories for a maxinxim height of JU 490 feet. *3 Where buildings with a common e am C4 offset from one another. and walls we not parallel to one another, the ww'M* an=- are redut 3.3 2128/08 revision SECTION IV GOLF COURSE "GC" DEVELOPMENT AREAS 4.1 PURPOSE OR; 4368 PG; 2411 The purpose of this Section is to set forth the uses permitted and development standards for the Golf Course tracts. The primary function and purpose of these tracts will be to provide aesthetically pleasing open areas, golf course and recreational facilities. Except in areas authorized for Development, all good quality native trees and shrubs shall be protected and preserved wherever practicable. 4.2 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 Uswdsari" 1. Golfgolf club faciiitres, ,die quarters, clubhouse, guest suites: ` g temporary golf club ises. 3.2. Pr6jectj1nf0' n*'o4 and s es'E nfn l 4.3 Comtipity and C6 if course'�main `was, maintenance buildings, essential rvices, irrigation water and affluent storage tanks and ponds, water "�astewater treatment plan u ffity pumping facilities and pump buildings, utility and maintenance s nffxxs. "� I Any of the uses of $ "P"Di' trictsubject to the develonmont standards of the "P" District. 6.4. Any other principal use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible. B. Permitted Accessory Uses and Structures 1. Accessory uses and structures customarily associated with the principal uses permitted in this District. 2. Pro -shops, practice areas and ranges, golf cart barns, rest rooms, shelters, snack bars and golf course maintenance yards. 2/28/08 revision 4 4.1 a I� OR: 4368 PG: 2418 3. Retail sales of associated recreational equipment and apparel, such as, but not limited to, golf, tennis, and other recreational related equipment apparel and accessories. 4. Restaurants and related uses intended to serve club members and club guests. 5. Shuffleboard courts, tennis courts, health spas, swimming pools, and all other types of accessory facilities intended to provkle recreational opportunities for members. 6. Open space uses and structures such as, but not limited to, boardwalks, nature trails, bikeways, landscape nurseries, gazebos, boat and canoe docks, fishing piers, picnic areas, fitness trails and shelters. 7. Any other accessory use which is comparable in nature with the foregoing uses and which the Planning Services Department Director determines to be compatible. 4.3 DEVELOPMENT REGULATIONS -GOLF FACHATILS A. Principal structuris'shall be set back a Minimum of"twenty feet (20') from Golf Course District bourAuia-' d_ vate roads, and tw ty-five feet (25') from all PUD boun¢aricz s y t B. Accessorys+ ba lc a t n�g►utu of ten feet (10') from Golf Course District'boundaries and privati Toads; and tty feet (20') from all PUD boundaries a�i�`,idential tracts. C. Lighting facili be arranged in a 7,", v�ihich will protect roadways and residential -dim glare Of,"" '�eosonable interference. D. Maximum height of structures 1. Principal Structures - 2 stories for a maximum height of 20 feet. 2. Accessory Structures - 1 story for a maximum height of 15 feet. E. Minimum distance between principal structures - Ten feet (10'). F. Parking for the community center/clubhouse shall be three spaces per every one thousand (1,000) square feet of gross floor arca, which shall be considered inclusive of the required golf course parking, provided the golf course and recreational facilities are private, otherwise, applicable provisions of the Land Development Code shall apply. G. The golf course maintenance building shall be located a minimum of 1750 linear feet west of U.S. 41. 4.2 2128/08 revision r OR 416 � � 1 241 H. Standards for parking, landscape, signs and other land uses where such standards are not specified herein, are to be in accordance with Collier County Land Development Code in effect at the time of Site Development Plan approval. Unless otherwise indicated, required yards, heights, and floor area standards apply to principal structures. J._t �l. •! y 1 • __ • [S : 1 1 l �:! • 1 r ► ! ..! aSz► 1 t 1s• !1 Wei r..►a .!! �_.� : 6=.16, I !l ! :X9 • .-111111=N1 111 1 .L • 1 1 !Z• 1 1. 1 :ids .1�'����, �Y +�I��;• � �l .} 11 J a : ♦' 91 1 :ids .1�'����, �Y +�I��;• � �l J a : ♦' 91 .L a• 1. _ ;ar7.7 IJ :�• •-1•lir r alai ala— 1 I.r 1, vl 1 • Front vada dWI be me mnad m follows: all t lr' -!•' lr� r.11.M r .!- r.• ',11 -, i,7r,! 4.3 2/28/08 revision ��i S .• y..� f • . • i ., a. (ti,er MM accessory uses and structures including but not limited to• b. i. Covered parking. attached and gNMO. ii. gccmAdonal facilities including but not limited to 2ggls and tennis • l- iv. Water nwagamont facilities and lakes v. One (1) gMt house (as allowed by the Land Dcvelg=nt CA)dc) Ra exceed 40% of the size of ft pn will not be counted as additional d _ 1 i •.'{ facilities 4.4 2/28/08 revision SECTION V PRESERVE "P" DISTRICT 5.1 PURPOSE The purpose of this Section is to identify permitted uses and development standards for areas within the Cocohatchee Bay Community designated on the Amended Master Plan as the Preserve District. 5.2 GENERAL DESCRIPTION Area designated as Preserve on the Amended Master Plan are designed to accommodate a full range of conservation and limited water management uses and functions. The primary purpose of the Preserve District is to retain viable naturally functioning wetland and upland systems. to allow for restoration and enhancement of impacted or degraded wetland systems, and to provide an open space amenity for the enjoyment of Cocohatchee Bay Community residents. CA 53 USES PERMITTED No building or structure or'part thereof, SdIall"be erocte altered or used, or land used, in whole or in part, f4 other than the following: ; A. Principal Uses A { 2128108 revision 1. Passive 2. Bikiflg'and flatm If -ails. f 2. Passive obi artas.limited'so following I Bicycle.:,` . RL Environmental uses (wetlands and conservation areas) iv. Flower beds L Golf cart pat Y' Pathways and/or bridgeM vii. Handicap ra= vuL Egliestrian uses and trails * Fitness trails and shelters * & Hiking and nature trails xi. Qpen space drain= systems (required for the permitting of the ect xi. Parking lots (in support of any use within this section) xiii. Sidewalks xiv. Underground drainage xv. water parks (fountains) 5.1 2128108 revision _ OR: 4368 PG: 2422 mL Lake (including structural bank treatments) xvii. Boat (non -motorized). kayak and canoe docks xyiii. Fishing piers i�x. Guardhouses, gatehouses &x. Passive parks, with passive recreational uses subject to this motion. Untcnded to be limited to the definition in the Land Development Codel Gazebos xxii. Picnic areas axil Wildlife sanctuary x 'v. Recreational shelters. in preserve upland areas only xxv. Drainage and water management facilities as may be mggjad by SFWMD xxvi. Motorized devices nmuimA by physically impaired individuals. 33YL Restroom facilities 7 .. 8. Any ory use which is le in nature with the foregoing uses and Ov Planning Servrce . t Director determines to becompatibli .. .., SA DEVELOPMENT STANDARDS A Setback requirements for all structures shall be in accordance with SeWen 3.2.8.44.3. e Collier County Land Development Code, as amended. Any lot abutting a protected4ntserve area shall have a minimum 25 foot setback from the boundary of such protected/preserve area in which no principal structure may be constructed. Further the plat shall require that no alteration, including accessory structures, fill placement, grading, plant alteration or removal, or similar activity shall be permitted within such setback without the prior written consent of the Development Services Director. In no event shall these activities be permitted within ten feet of the preserve boundary. B. Maximum height of structures - Twenty-five feet (25'). 5.2 2128!08 revision 5s --- R; 4368 PG, 242 C. Minimum distance between principal structures - Ten feet (10'). D. Minimum distance between accessory structures - Five feet (5'). E. Standards for parking, landscaping, signs and other land uses where such standards are not specified herein are to be in accordance with the Collier County Land Development Code in effect at the time of Site Development Plan approval. Unless otherwise indicated, required yards, heights, and floor area standards apply to principal structures. PRESERVE DISTRICT CONSERVATION EASEMENT A non-exclusive conservation easement or tract is required by Collier County Land Development C .... for lands included in the Preserve District. In addition to Collier County, a non-exclusive conservation easement may also be required by other regulatory agencies with jurisdiction over Preserve District lands. In addition to complying with provisions of the Collier County Land Development Code, said easement shall be provided in accordance theYte�nset forth in any applicable permit granted by other agencies. The Drv, its supes§iror assigns, including the Master Property Owners' Assoc lebe responsi,fo►trol and maintenance of lands within the Preserve Di 0�0a j k `N 5.3 ?128/08 revision --- OR: 4368 PG' SECTION VI GENERAL DEVELOPMENT COMMrrMENTS 6.1 PURPOSE The purpose of this Section is to set forth the development commitments for the development of the project. 6.2 GENERAL All facilities shall be constructed in strict accordance with final site development plans, final subdivision plats, and all applicable State and local laws, codes, and regulations applicable to this PUD. Except where specifically noted or stated otherwise, the standards and specifications of the Land Development C , shall apply to this Project even if the land within the PUD is not to be platted. The Developer, his successor and assigns, shall be responsible for the commitments outlined in this document.C Or The Developer, his sttc st,, assignee, shall f6lt 11* Amended Master Plan and the regulations of the PLJI) , opted, and any other conditiow or modifications as may be agreed to in the rezgiung,=i;ithti y ,,In addition, any successor or assignee in title, is bound by the commitme imagteemen . . 6.3 PUD MASTER PLAN - A. Exhibit " ",the Amended PUDE, Master Ply /illustrates the proposed development; a� is conceptual to nyeprised tract, lot or land use boundaries or al land use boundaries$tlal (tot be construed to be specific and may be during the plattin` site development plan approval process. Subj' ^4.3.6. --of the Land Development Code, PUD amendme3tts ire made froiin time to time. B. All necessary easements, dedications, or other instruments shall be granted to ensure the continued operation and maintenance of all service utilities and all common areas in the Project. C. The following shall be considered minor changes and refinements, subject to the limitations of PUD, Section 6.3A: Reconfiguration of preserve areas, jurisdictional wetland limits, and mitigation features as a result of environmental regulatory agency review, as long as the changes do not cause additional impacts to protected species or habitat. 2. Reconfiguration of lakes, ponds, canals, or other water management facilities where such changes are consistent with the criteria of the South 6.1 2/28/08 revision OR: 4368 PG: 2425 Florida Water Management District and Collier County and where there is no further encroachment into preserve areas. 3. Reconfiguration of golf course envelopes and design features where there is no encroachment into preserve areas. 4. Internal realignment of rights-of-way other than a relocation of access points to the PUD. 5. Reconfiguration of residential parcels when there is no encroachment into preserve areas. 6.4 SCHEDULE OF DEVELOPMENT/MONITORING REPORT AND SUNSET PROVISION A. Wdation of construction on the Cocohatchee Bay Project is contemplated in calendar year 2000 with completion of the golf course and Project infinstructure anticipated to occur in calendar T,!T 000PMl. Marketing of commercial and residential sites and golf courseire to begin in calendar year 2000, and are expected,to.be concluded in calendarj+e iC°2010. B. Monitoring , report: �4ii wannt3aL rnortitoring shall be submitted pursuant to the ColUerCuinty Land Development Code. C. The Cocob 2.7.3�4e€ tl 6.5 POLLING PLA Pursuant to . . the future use of space within function of an electoral polling Sunset Provisions of Seetien Code, provision shall be made for the purpose of accommodating the An agreement shall be recorded in the official records of the Clerk of the Circuit Court of Collier County, which shall be binding upon any and all successors in interest that acquire ownership of such common areas including, but not limited to, condominium associations, homeowners' associations, that such common .facilities may be used for an electoral polling place if determined to be necessary by the Supervisor of Elections. 6.6 SUBDIVISION REQUIREMENTS AND STANDARD DESIGN SUBSTITUTIONS FROM THE COLI M COUNTY LAND DEVELOPMENT CODE (LDC) A. Sidewalks I bike paths shall conform with Subw6en 9.18.34q.the LAC. Due to the environmental issues on this Project impacts are to be minimized. 6.2 7/28/08 revision 6.7 E. Private streets shall conform with the right-of-way width requirements of the Land Develoument Code 13DG except as follows: Cul-de-sacs and local streets less than one thousand feet (1,000') in length are required to have a minimum fifty foot (50') right -of --way width and two ten foot (10') wide travel lanes as required by the Land Development Co . 2. All other cul-de-sacs are required to have a minimum of fifty foot (50') right-of-way width and two ten foot (10') wide travel lanes as required by the Land Devolopment Code . . 3. Tangents between reverse curves shall not be required under SubseWen 3.2.8.4.16.1 the Land Development Code. 4. Street grades may exceed four percent (4%) under Submden 3.2.8.4.16.1 the Land „Development Code provided that applicable Florida DeparUnen T�=-'an Manual of Uniform Minimum Standards HTO criteria are met. 5. EW subseegaft.... PtusuantJo the Land Develmment Code. 01m'stan" " "-met--fie marli+ers shall be approved by the Development Servifts,?b confoam with the Florida Department of Tranaportat'ot � v stration Manual on Uniform Traffic �ftr:ontrol Devices and a� w &�Jlke requirements for street pavement re F f the main road P��pmg system will be waived Traffic circulation si#age shall be in" conformance with Florida Depa t of Transportation FtdaW Highway Administration Manual on Unifolraffic Control Devices s 6.�`to the r4� Land Dcveloomcnt Code. -• tRie minimum "14(corb radii for internal roads shall be 30 feet with the exception of both eofiaace road intersections which shall be 40 feet. TRANSPORTATION — For Additional Iaforaa dem see Settlement Amt and Release A. The Developer shall provide a fair share contribution toward the capital costs of any traffic signals necessary at Project accesses when deemed warranted by the County Engineer. The traffic signals will be designed, installed, owned, operated, and maintained by Collier County. The Developer shall provide arterial level street lighting at all Project accesses prior to the issuance of any certificate of occupancy for a building accessed from a Project entrance. B. The Developer agrees that Collier County reserves the right to disallow developer improvements within Vanderbilt Drive, East/West Livingston Road, and/or Wiggins Pass Road rights-of-way if such improvements conflict with or 6.3 ?J28/08 revision OR; 4368 PG; 2427 negatively impact public roadway, drainage, or utility facilities planned as part of future four -laving construction. C. The Developer shall provide additional right-of-way in fee simple title, when necessary, along the PUD frontage to Vanderbilt Drive. Additional right-of-way is required in varying widths from 10 feet to 25 feet on both sides of Vanderbilt Drive as shown on the final four -lane design plans prepared for Collier County by Johnson Engineering, Inc. Such required right-of-way along each side of Vanderbilt Drive shall be dedicated and conveyed to Collier County without consideration for impact fee credits for public roadway, drainage, and public utility improvements. The right -0f --way conveyance shall occur at the time requested by the County. D. The Developer shall provide additional right-of-way in fee simple title, when necessary, along Vanderbilt Drive and Wiggins Pass Road at all proposed and authorized access points wherein right turn lanes for development purposes are required or specified. Such additional right-of-way is declared to be compensating right -of wa and gly+ will not be subject to road impact fee credits. The final four $n pl .' for Collier County by Johnson Engineering, Inc'o�lt' show t�required Ir ay for right turn lanes for this PUD, but the ng%r df --way shall generally be of a typical width of approximately 15 feet The ri0it=4 -way conveyance shall occur 4 the time requested by the County.': E. The Developer,sW Foville *k =-416 e4 of ;right-of-way in fee simple title, wheb trelon8 t P;ronte Wiggins Pass Road. Additional right -of -w ;�is tequii�ed in varying widths oo the il' Jside of Wiggins Pass Road as shown a�}i' the final four -lane '' pl*ns,eared for Collier County by Johnson Engineering, Inc. Such requites°rt�ht=o►iviray along Wiggins Pass Road shall be dedicate,, and conveyed to ColiCnty without consideration for impact foe eredi e -,roadway, t and public utility improvements. The right -of --way cot4vtk i requested by the County. F. The Developer shall provide additional right-of-way in fee simple title, when necessary, along the PUD's north boundary for future East/West Livingston Road between Vanderbilt Drive and U.S. 41. The Village Place PUD directly to the north of this PUD has dedicated 67.5 feet of right-of-way along its southern property line for the future East/West Livingston Road. 100 feet of right-of-way along the northern property line for future East/West Livingston Road shall be dedicated to the County. Such required right-of-way shall be dedicated and conveyed to Collier County for public roadway, drainage, and public utility improvements. Collier County shall compensate the Developer for the right-of- way based on professional land appraisals of the fair market value based on its value prior to approval of the PUD. The right-of-way conveyance shall occur at the time requested by the county. 6.4 2/28/08 revision .&VWJ6T4F6or& 1 ! ••tv• G. The Developer shall design and pay for any required road improvements to Vanderbilt Drive that will provide access for the Project (this includes turn lanes and other improvements such as lighting). If these improvements are made prior to the construction of the County's Vanderbilt Drive four -lane expansion project, the Developer shall pay the design and construction costs related to access for the Project for the existing two-lane section of Vanderbilt Drive. Future four -lane expansion of Vanderbilt Drive shall include the Project's access and shall be designed and paid for by the County during the construction of Vanderbilt Drive. N these improvements are made after the construction of the County's Vanderbilt Drive four -lane expansion project, the Developer shall pay all design and construction costs related to access for the Project. EL The Developer shall meet the stormwater attenuation and water quality requirements for the future East/West Livingston Road between Vanderbilt Drive and US 41. The Developer shall be compensated for the stormwater management commitments at a rate to be determined. The Project shall accept future stormwater commitments from East/West Livingston Road along the Project property line in the form . pE3�� Water quality will be handled within the 167.5' ri t -of -w Y gh 8ti®n � t L The Develo ha11, design noise mttigati *abatcnent Systems to accordance with the Co er (ol d Develonment Code. J. In the event ] �° Vanderbilt Drive or Wiggins Pass Road dveyP? of njalt's access to Vanderbilt Drive, the Develo r, "q�sijkrdw�cdcssta`nrdappromate turn lanes. 6.8 UTELUERS The development of dhI 4MOdca PUD Master PIW," ball be subject to and governed by the following conditions: A. Water distribution, sewage collection wand transmission lines to serve the Project are to be designed, const 5d conveyed, and/or owned and maintained in accordance with Collier County Ordinance No. 97-17, as amended, and other applicable County rules and regulations. B. All customers connecting to the water distribution and sewage collection facilities to be constructed will be customers of the County and will be billed by the County in accordance with the County's established nates. C. The on-site water distribution system serving the Project must be connected to the District's water main and must be consistent with the main sizing requirements specified in the County's Water Master Plan and extended throughout the Project. During design of these facilities, the following features shall be incorporated into the distribution system: 6.5 2J28M revision nn: d -9Q 2429am 1. Dead-end mains shall include dead-end flushing hydrants. 2. Stubs for future system interconnection with adjacent properties shall be provided to the property Iines of the Project at locations to be mutually agreed to by the County and the Developer during the design phase of the Project. D. A water distribution system shall be constructed throughout the project development by the Developer pursuant to all current requirements of Collier County and the State of Florida. Water facilities constructed within platted rights- of-way or within utility easements as set forth in Collier County Ordinance 97-17, shall be conveyed to the County Water/Sewer District for ownership, operation and maintenance. All water facilities constructed on private property and not required by the County to be located within utility easements shall be owned, operated and maintained by the Developer, his assigns or successors. E. All construction plans and technical specifications and proposed plats, if for the applicable, pro � wTttst be reviewed and approved prior to commencement of consron°; F. A sewer distribution system shall be strtcted throughout the project development by,t'he Developer pursuit to al current requirements of Collier County and 'the $tate of F or;sla. ewer f' ties donstructed within platted rights- of-way or within`tilittneirtshsset ' 14%Collier County Ordinance 97-17, shall be cOnve ►od to the 6 nt j " AllDistrictfor ownership, operation la and main. _ ��� o private property and not required b jr 9 the County to be located within utility, easements shall be owned, operated andling ttained by the Develop,, hi assr'or successors. G. All construction dans and technical cations and proposed plats, if applicable, for thepro posed sewer systetnktrl isttbe reviewed and approved prior to commencement of construction. , 6.9 ENVIRONMENTAL The development of this Amendcd PUD Master Plan shall be subject to and governed by the following conditions: A. Environmental permitting shall be in accordance with the State of Florida Environmental Resource Permit Rules and be subject to review and approval by Current Planning Environmental Staff. Removal of exotic vegetation shall not be the sole means of mitigation for impacts to Collier County jurisdictional wetlands. B. All conservation areas shall be designated as conservation/preservation tracts or easements on all construction plans and shall be recorded on the plat with protective covenants per or similar to Section 704.06 of the Florida Statutes. 6.6 2/28/08 revision Buffers and setbacks shall be in accordance with 3.18m -o: the Collier County Land Development Code. C. Buffers around preserved jurisdictional wetlands shall be in accordance with the State of Florida Environmental Resource Permit Rules. Preserved jurisdictional wetlands and surrounding buffers shall be incorporated in Conservation Areas which shall be platted D. An exotic vegetation removal, monitoring, and maintenance (exotic -free) plan for the site, with emphasis on the conservation/preservations areas, shall be submitted to Current Planning Environmental Staff for review and approval prior to final site plan/construction plan approval. E. Petitioner shall comply with the guidelines and recommendations of the U.S. Fish and Wildlife Service (USFWS) and Florida Fish and Wildlife Conservation Commission (FFWCC) regarding potential impacts to protected wildlife species. Where protected species are observed on site, a Habitat Management Plan for those protected species shall . Md,Planning Services Section staff for review and approval prior to don plan approval. A Bald Eagle Management -Plan and a Gopher Torto seI anagement Plan are required for this site. V 6.10 ENGMEERI NGS, ; i A. Detailed paig;` grading, site dratnagnd, utiltiplans shall be submitted to Engineering i� W Services for revrevvi: l�xc n ,, c h n permits shall be issued unless and approval of the proposed in accordance with the submitted plans is by the, submitted Services. B. Design and construction of all improvements shall be subject to compliance with all applicable provisions of the Collier County Land Development Code. C. The Developer, its successors and assigns, shall be required to satisfy the requirements of all applicable County ordinances or codes in effect prior to or concurrent with any subsequent development order relating to this site, including Site Development Plans and any other application that will result in the issuance of a final or local development order. 6.11 WATER MANAGEMENT A. An excavation permit shall be required for the proposed lakes in accordance with limen -3.5 Of the band Dey6epmem GWe Collier County Code of Laws and Ordinances and South Florida Water Management District Rules. 6.7 2128/18 revision OR, -4368 PG. --2431 6.12 HISTORICAL AND ARCHAEOLOGICAL Pursuant to the Land Development Code, if, during the course of site clearing, excavation or other construction activity a 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. 6.13 ACCESSORY STRUCTURES Accessory structures shall be constructed simultaneously with or following the construction of the principal structure except that temporary sales buildings, trailers, marketing facilities, contractors storage and office facilities and the like, may be erected and utilized during the period of Project development and marketing. Such temporary buildings shall be removed upon completion of the marketing or construction activity which they are accessory to. 6.14 SIGNS 1. Gyncrai A. All 2. B. C. apply\unless such regulations are in p� I ' Fob the ° this, Doc d6dinance, each platted parcel shat 9be `cons dered'a separate ®rceI of Ian d shall be entitled to signs i, 8s permittQd herein. Should aty,the signs be of -way, a-of-way_pi ced within the public rights - for and approved. D. All signs shall be located so as not to cause sight distance problems. Entrance SiglLs A Two (2) signs with a maximum area of 40 square feet each or one (1) sign with a maximum area of 100 square feet shall be permitted at each entrance to the Development. B. Entrance signs shall not exceed a height of fifteen (15) feet above the lowest centerline grade of the nearest public or private right-of-way to the uppermost portion of the sign structure. C. Entrance signs may be lighted provided all lights are shielded in a manna which prevents divert glare into the vision of drivers using the adjacent streets or going into adjacent residences. 6.8 2/28/08 revision 3. 6.15 A. Project signs, designed to promote the Cocohatchee Bay Project, or any major use within the Project shall be permitted along the east side of CR 901, the north side of CR 888, the south side of Livingston Road Extension and on all land tracts within the Cocohatchee Bay PUD limits subject to the following conditions: 1) Project signs shall not exceed a height of twenty (20) feet above the finished ground level of the sign site nor may the overall area of the sign face exceed one hundred (100) square feet. 2) 3) AD landscaping ef4be-Collier C application. 6.16 PROVISION FOR A maximum of four (4) project signs shall be permitted. Two (2) signs shall be located along the CR 901 frontage; one (1) shall be located along the Livingston Road Extension frontage, and one (1) shall be located along the CR 888 frontage. Project may be lif"' manner which prevents 4 of drivers using the ; re#idenc es. ty Land Development in OFF-SITE REMOVAL OF I fed all lights are shielded to a which would impact the vision Leets or going into adjacent x with the Di,#49ien 2.4 time of building permit i3T M The excavation of earthenmaterial ahs stockpiling in preparation of water management facilities or other water bodies is hereby permitted subject to applicable sections of the Code of Laws and Ordinances. If it is demonstrated that fill activities on those buildable portions of the Project site are such that there is a surplus of earthen material, then its off-site disposal is also hereby permitted subject to the following conditions: A. Excavation activities shall comply with the definition of a "development excavation" pursuant to Piyieiea-3.e€ the Code of Laws and Ordinances whereby off-site removal shall be limited to ten percent (to a maximum of 20,000 cubic yards) of the total volume excavated unless a commercial excavation permit is received. B. All other provisions of the Code of Laws and Ordinances gaid Division are applicable. 6.9 2P28/08 revision ® L G N OR RESIDEN77AL HIGH RISE TRACT ElPRESERVE (44.0 ACt) OC GOLF COURSE / MAINTENANCE PROJECT ACCESS (180.7 AC-+) OP PRESERVE / OPEN WATER (308 AC --k) ® WATER ElPRESERVE WETLAND 0=�> PROJECT ACCESS OR: 4368 PG: 2434 EXHIBIT B COCOHATCHEE BAY PUD AMENDED BALD EAGLE MANAGEMENT PLAN The foregoing Bald Eagle Management Plan has been coordinated through, and approved by, the U.S. Army Corp of Engineers ("USACE"), the U.S. Fish & Wildlife Service ("USFWS"), and the Florida Fish & Wildlife Conservation Commission ("FFWCC" ).' A. PROJECT DESCRIPTION The applicant proposed to construct five high-rise condominiums (each 17 to 20 stories) , a social and fitness center, a golf driving range,3 tennis courts, guest cottages, parking areas, and stonn-water management facilities on a 111.3 -acre project site.The appli , to build a 35 slip beat deek ftwility. - z __ m eagles at nest CCS -19, and %nbwCO-IOAEte applica and preserve su t .1 Wtat»��w. ne tih bald_ eag Collier County, id �thwest Florida. Thi ro�et si Pass Marina in Suns 8, 16, 17, and 2t� Tow�sr Collier County, Flo \ S B. TERMS AND CO IIS .trlavoidable effects to bald pOepeses-te shall purchase "fin, or in the vicinity of, located north of Wiggins 48 South, Range 25 East, 1. In the event of project implementations, the entry road, stormwater pond, parking area, and golf club house areas will be cleared and constructed in the first non -nesting season (May 16 through September 30). Exterior construction of the golf club house would also occur in the first non - nesting season. 2. Land clearing and the initiation of construction of condominium number 1 also would be initiated in the non -nesting season (May 16 through September 30). However, construction of this 20 -story building, which is This section is from the DESCRIPTION OF THE PROPOSED ACTION section in the U.S. Fish & Wildlife Service's Biological Opinion dated February 27, 2004, as amended on February 6 and February 27, 2007 z In accordance with the Cocohatchee Bay Development Standards, buildings #1, #2, #3, and #4 are 20 - stories and building #5 is 17 -stories. 3 Private practice area. Not open to the public. 4 Biological Opinion dated February 27, 2004, Page 14, as amended on February 6 and February 27, 2007. OR; 4368 PG; 2435 anticipated to take about 2 years to complete, would not be limited to the non -nesting season. The staging area for building number 1 would be at the future location of building number 3 (Figure 1). Site clearing for the staging areas would occur in the same non -nesting period. 3. In the second non -nesting season, construction of the remaining recreational facilities east of the access road (i.e., fitness facility, social facility, pool, cottages and tennis areas) would be initiated and exterior construction completed. These facilities are intended to be operational upon completion of the 2 -year construction phase for condominium number 1. 4. Land clearing and the initiation of construction of condominium number 2 likely would begin in the next non -nesting season, depending on economic conditions. The pad for condominium number 3 would again serve as the staging area for condominium number 2. The permittee agrees the construction sequence for --the--remaining condominiums would be buildings 3, 4 andAS the if tpnstruction of these condominiums initiated onlyin �Std n -nesting sb0\.(Figure 1). The construction start dates o tse condominiums likwould be in consecutive non - nesting seasons,°b could be delayed ba�i on'lhe economy. 5. The boar0wa* qq d ni it ptt nbers 4 and 5 inside 660' of CO -19A wood Ionl� he o . tr€tcted in �Ih& uplands in the non -nesting season of r?t�o"'rwo t it a e`�m t. and at the revised location as shown 6. In the event the bald eagle pair return -19 or builds other nests on property owned by Lodge Abbott Ass oci,, LLC, the permittee agrees to similarly modify the �o iu'ton sequence on the remaining buildings to minimize the adverse effects-Qf the "project on nesting bald eagles. 7. The permittee has proposed to preserve an off-site bald eagle nesting territory as compensation for unavoidable effects to eagle nest CO -19A. Securing a territory may be in the form of fee simple title or a conservation easement to be granted to an acceptable third party. The territory must include sufficient area to accommodate alternate nest trees in the event that the primary nest tree is lost. The permittee will use best efforts to locate and secure a territory in Collier County, but reserves the right to search elsewhere if an acceptable contract cannot be secured in Collier County. C. ADDITIONAL TERMS AND CONDITIONS5 5 Amended Biological Opinion dated June 30, 2004 pursuant to a request for letter of technical assistance from Collier County. Page 45, as amended and / or re -stated in the February 6 and 27, 2007 Biological Opinion. OR; 4368 PG; 2436 The USACE has requested the USFWS to modify the February 17, 2004 biological opinion for the Cocohatchee development based on modifications to the project proposed by the applicant. The USFWS has reviewed the proposed project modifications and notes that they will result in the addition of the following two (2) items to the Terms and Conditions Section of the biological opinion: 1. The construction of condominiums numbers 2 and 3 can be initiated only during the non -nesting season (May 16 through September 30) (no earlier than 2008). However, once initiated, construction activities can carry over through the nesting season until the construction of each condominium is completed. 2. The applicant has agreed to purchase and preserve an offsite bald eagle nesting territory prior to the initiation of construction activities for the project. Securing a territory may be in the form of fee simple title or a conservation easem t" 'e I ted to an acceptable third party. The territory must includ sufficient area to accommodate alternate nest trees in the event that the primary nest tree isjost:' The applicant will use best efforts to 1pcate� and secure a -territory in olli r County, but reserves the right to search elsewhere,,,if acceptable contract cannot be secured in Collier CbunAe ' i as follows: � seL�tibr`° .w i) Prefer be, wild« ` i c ?sti oripta prarcel that presently supports active nest by bald eagles, but , arc l that sIupports suitable habitat for attracting and supporting nesting 1° s may also be considered acceptable. ~� ii) Preference w1 � o li�inited to, selection of a parcel of suitable habitat that has° eery_ Se ected and ranked as a conservation priority for preservation by agency process. iii) Proximity to other conservation lands being managed or identified for preservation and management, proximity to foraging areas, size, cover types, and presence of other species of conservation concern will be considered for selection of a parcel of suitable habitat for nesting bald eagles. D. CONSERVATION MEASURE6 Provided the necessary federal, state and local permits are obtained, the applicant will construct a 50- to 60 -foot artificial nest tree on a salt flat approximately 5,000 feet northwest of the existing nest tree CO -19. The applicant shall utilize diligent efforts to attempt to obtain the necessary federal, state and local permits. The e Biological Opinion dated February 27, 2004, page 15 OR: 4368 PG: 2437 purpose of the artificial nest tree is to ascertain if eagles that are utilizing nest CO - 19 will relocate to the adjacent artificial tree. This specific location was chosen because it is within the territory of the eagles that nest at CO -19, farther than 1,000 feet from the proposed condominium construction area, well buffered from other potential conflicting land uses, and will minimize disturbance to wetland resources. The geotechnical engineer (ASC Geoservices, Incorporated) suggest that actual fill for the base structure in the salt flat wetland will be limited to a 25 - square foot area, and can be pile driven by a crane from a floating barge. Water depths are adequate to reach the site, and representatives of the South Florida Water Management District will accompany the contractor during barging and tree installation to ensure that environmental damage will be minimized. The artificial nest tree will use technology developed for monopole cell towers with artificial bark, limbs and needles matching that of a mature slash pine with a crotch configuration suitable for construction of a nest by bald eagles. The tree will be designed to withstand 140 mph winds, be lightning proof and constructed of non-toxic materials. Examples of this technology can be found at manufacturer websites such as www r[ t r�►I ers�,d, m' r www.utilitycamo.com. The applicant also proposes t+a isUt a video"chin the nest tree to provide the residents of Cocohatnl%. day and other interes`d` parties with an opportunity to monitor eagle nesting of°he base, the nest tree, and the camera will b submitted tc1lre. Service. `. Any revision by th 'U.S. Army Corp o ,Engrneers'�SACE), the U.S. Fish & W, Wildlife ServiceWS), and the F�da" IFs & Wildlife Conservation Commission (FFW t may cause revrsior dte$ above described terms and conditions will not re a o fwther amendraett flhe Cocohatchee PUD or this Bald Eagle Management" 1 ho_1 �.` went eagle pair or a second eagle pair build a new nest within -boundary, any revisions to the above described terms and conditions required by the agencies listed above shall not require an amendment to this Bald Eagle Management Plan. The applicant shall notify the County in writing of any revisions to the above described terms and conditions approved by the agencies listed above and such revisions shall automatically become part of this Bald Eagle Management Plan and no fiuther action to amend this Bald Eagle Management Plan shall be required. F. PHASING PLAN In accordance with B & C above, a phasing diagram has been included for reference. See Attachment 1. G. REASONABLE AND PRUDENT MEASURES ' From Biological Opinion dated February 27, 2004, pages 13-14 OR; 4368 PG; 2438 For the duration of the project, the applicant must take all necessary steps to minimize the potential for incidental take of bald eagles during each nesting season. During the construction of the project, the applicant must make reasonable effort to prolong the integrity of the bald eagle nest tree, the nest, and the surrounding habitat. 2. Upon the onset of the nesting season each year of construction (October 1), the applicant must initiate monitoring according to Service draft monitoring guidelines, to detect the presence of bald eagles on the project site and, if present, any abnormal bald eagle behavior, since site work and building construction within the primary zone is proposed to occur during the nesting season. This monitoring consists of 4 hours per morning, for 3 days per week while construction is occurring. 0 L.J 7i s y , I Y, BLDG. /5 ✓ I - I 1 1 01 � O C.'C� -199` � . y, � I ✓ Zing t0ZgTpN W y W,' BLDG/ I I �. I If -14 6 tri 1 Y\ IZ \CO -1.9 OLD NEST LOCATION4 ----Y-- -- .7 - Y � Y y ." . ✓ ." .Y V a � Y _ ". V r , ��'�� w v .Y V Y " '� v Y V ✓ q 7 I N I 0O I W E I I O 0 I I I I 1 I [� I iJ I 1 1 1 0' 150' 300' 1 I 1 1 1 I 1 I I I I ---I _ 1. Im' IVanasse °a""'�" 1••dutp MM�awn Cocohatchee P.U.D.(wilryinmry Daylor p—M � InhI. lS'4 Eagle Nest Location Plan a.Y. ss�r ,�„ �„ ,I I.«. ranlecrr rout It WScale: I" - 300' Cocohatchee Partners, LTD, 800 Laurel Oak Drive. Suite 300 Naples, Florida 34108 l.n al.n G:\Pmleds\804\80447\Eagle data\Eager Neat_Loc--Plan 012508.dwg, 1/31/2008 9:30:26 AM, Adobe PDF (temponuy)0527.pr3 AREA 4 AREA 5_ TOTAL 34.95 ACRES 34.96 ACRES 17476 ACRES N 97 0 0 S 'f v y NORTHERN PUD FRONTAGE' ALONG WESTERN VANDERBILT DR. R/W - 2017 L.F. (10 WIDE SIDEWALK TO BE OtH11S111'tAC7ED/REPLACED) , �? SOUTHERN PUD FRONTAGE - ALONG WESTERN VANDERBILT DR. R W - 1,692 L.F. +/- 10' WIDE SIDEWALK TO BE CONSTRUCTED/REPLACED) rl i 1 tk YE { 1771 i 1 OR: 4368 PG: 2441 _ t\7-. Ef -� — PROPOSED SIDEWALK (10' WIDE MULTI -USE ASPHALT) Exhibit 4 to Settlement Agreement and Release foam.7 4� U'1a .012" TIAL Enr*M%j anasse,E �' aR Eminaetm fSau l�� no cocchetchee Paroles, Ltd !� Fffi KINSALE coNDOM/NNM .� 9@447-SWi9 2144" 1".1 olw "04 f.4 0 Daylor..,,� e00 tower Oak erive, Su.4e �0 Nopies, n 31108 {COC"TWEE BAY MW in 1¢en, ft 1311! �� R�{'i �N%AQE &w81T .,RMJ R41J ,El , )H,SILL11 `4."f .� 1 1 i 1 tk YE { 1771 i 1 OR: 4368 PG: 2441 _ t\7-. Ef -� — PROPOSED SIDEWALK (10' WIDE MULTI -USE ASPHALT) Exhibit 4 to Settlement Agreement and Release foam.7 4� U'1a .012" TIAL Enr*M%j anasse,E �' aR Eminaetm fSau l�� no cocchetchee Paroles, Ltd !� Fffi KINSALE coNDOM/NNM .� 9@447-SWi9 2144" 1".1 olw "04 f.4 0 Daylor..,,� e00 tower Oak erive, Su.4e �0 Nopies, n 31108 {COC"TWEE BAY MW in 1¢en, ft 1311! �� R�{'i �N%AQE &w81T .,RMJ R41J ,El , )H,SILL11 `4."f .� 1 1 W ..t , odr,a 1• xo' i. -lo -o: Sheet No. of Development Review Division To: Jamie French, Deputy Department Head From: Development Review [C; Ray Bellows, Mark Strain April 2O'2O17 The purpose of this memorandum is to clarify staffs application of a development standard for the COo]hatchee Bay PUD as it relates to required 5ep3[at|OR between buildings with a common architectural theme. The Kalea Bay (FKA Kinsale Condominiums) development is currently in review for a Site Development Plan Amendment /5DPA^ PL20150002242\ that proposes multifamily residential towers with a nninirnurn separation of 103.10' between towers. The Development Standards approved for this development are contained in Section 3.5, Table \|, Of an approved Settlement Agreement (OR 456Q; PG 2345-2441). The required distance between principal structures is identified as 0.5 Sum of Building Heights with footnote 3. The footnote Where buildings with ucommon architectural theme are angled, skewed Oroffs2tfh]n7 one another, and walls are not para/lel to one another, the setbacks con be administratively reduced. Based onthe m|�|nlanguage ofthis prOv�on,prevkxustestnlOnyregarding this standard, and the hi ' l application of this and similar development language, itiSstaff sinterpretation that the reduction in building separation is not limited. Kalea Bay /FKA Kinsale CDDdonnin\unn\ is a multi -family residential development located on ` Vanderbilt Drive, north of Wiggins Pass Road, that consists of five (5) residential towers with attached structured parking, with accessory clubhouse, guest cottages, maintenance facility, golf course and other recreational uses. The property was approved Planned Unit Development (PUD) zoning designation by Ord. 00-088 on December 12, 2000. In 2005, a PUD Amendment was denied z80Vw.HORSESHOE DRIVE and the applicant filed a lawsuit including a Bert Harris Act Claim (Case No. 05 -967 -CA). The Settlement Agreement was approved by the Board of County Commissioners (BOCC) on June 9, 2008 and was contingent on the approval of the three Site Development Plans (SDP) for the project. The SDPs reviewed with the Settlement Agreement include: • AR -5282, Kinsale Golf Course: Golf Course primarily on east side of Vanderbilt Beach Road (approved 6/10/08); • AR -5283, Kinsale Condominium Phase I: Tower 1 and accessory Clubhouse, recreation area and Guest Cottages on the west side of Vanderbilt Beach Road (approved 6/10/08); and • AR -5284, Kinsale Condominium Phase Il -VI: Towers 2-5 and accessory boardwalk on west side of Vanderbilt Beach Road (approved 6/11/08). The projects remained active, but construction did not commence due to economic conditions. In 2015, an Amendment to AR -5283 was submitted (PL20150000420) and subsequently approved on August 12, 2015, and construction has commenced on Phase 1. SDPA, PL20160002242, was submitted for Phases 11 -VI and is currently in review. The design and layout of the towers and associated development have changed from the original approved SDPs and are being reviewed for consistency with the approved Settlement Agreement. During review of SDPAs, including PL20160002242, there have been numerous citizen inquiries regarding the project, including concerns over the revised layout and separation between structures. Staff has recently received a letter (dated 2/7/17) from Ralf Brookes, Attorney, who represents "a number of adjacent property owners and residents" with specific concerns regarding the administratively reduced separation requirement. PLAIN LANGUAGE OF THE PROVISION: The existing footnote allows for an administrative reduction of the separation requirement when the common architectural theme provision is utilized. This exemption language was common for some of the County's older PUDs including Pelican Bay, Lely Resort and Grey Oaks, among others. In most instances, the language does not prescribe the amount in which the reduction to development standards can be administratively reduced; however, there are examples where a specific threshold is established. Grey Oaks PUD has specific separation standards for multi -family projects based on height of structures, but includes the following exemption language: "...Where adjacent multi -family buildings are clustered about a common access to garage parking or courtyards, and share a common architectural theme and are a minimum of 2 stories in height, the noinirnurn distance between the buildings shall be 40% of the 5urn to the heights of the two Floridamulti-family buildings." Case Law /M.VV. x Davis, 756 3o. 2d 90 (F|8. 2000), State v. Egan, 287 So. 2d l <F|8. 1973\. See also ReinoxState, 3S2So. 2d 853(Fla.277);Ross uGore, 48 So. 2d412(Fla. 1950)\requires that "when the language of the statute is clear and unambiguous and conveys a clear and definite meaning, there is no occasion for resorting to the rules of statutory interpretation and construction; the statute must be given its plain and obvious meaning." Since the footnote dD2S not prescribe how much of an administrative reduction is allowed, or provide a no\nirnurn separation for developments utilizing a common architectural theme (as in the Grey Oaks PUD), staff must conclude that there is not a limitation on the reduction. Item 22 of the Settlement Agreernentacknovv\edgeSthattheag[8ennent\s"aprodVCt0fmVtUalngQoti3ti0D3ndDo doubtful or ambiguous provision that my (SIC) exist in this Agreement and Release is to be construed against any party either based upon 3claim that the party drafted the ambiguous language Orthat the language inquestion was intended tofavor one party orthe other." CCPC DISCUSSION ON SEPARATION LANGUAGE: In July 2007, the BO[C directed the Collier County Planning Commission (C[P[)to review the Settlement Agreement prior to any BOC[ action. The [ZP[ reviewed the Aen2erO2nt over the course ofthree meetings (l7/13/2O07,l/l1/2O08and 2/2S/20O8).During these meetings, there was extensive discussion regarding the common architectural theme language and how much of a reduction in building separation Could be administratively approved. The O]nlrnon architectural language was included in the original PUD, Ord. OO-OQO. Initially, the developer included revisions tothis footnote to specify the residential towers would never be closer than 100' from each other to eliminate any future confusion regarding how much of reduction was possible; however, there was not consensus from the CCPCgDthat provision so it was removed from the Settlement Agreement and the footnote language remains as approved in the original PUD Ordinance. Commissioner members asked staff toaddress the criteria astohow much Vfareduction could be administratively approved with the existing language. Portions Of those discussions are provided below: COMMISSIONER SCH|FFER:..iDthe Settlement Agreement they're discussing the fact that they can reduce the setbacks to 100 feet. So the setbacks are certainly an issue of the settlement agreement. YOVANOV\CH: The reason we put that iangU8 in—)s we wanted to ... eliminate administrative Or administrator's discretion and have a clear, measurable standard as to the closest possible distance between these structures. That's SU we were trying tO do is create certainty through the settlement agreement. And I think staff agrees that it's easier for them to go look at this standard and say okay, if there's a modification in the future to the SDP, these buildings can be inthis locating (S|[). — YOVANOV\CH: —YV9'n2 just trying to implement the provision in the Code —I'm sorry, the PUD, that already says if you do these things we Can minimize, reduce the building separation. | provided some language \nanemail that says ithas tVbe aminimum of1OO feet for the habitable tower portion of the structure, the parking garages will still meet their one-half the sum of the building height ... So we wanted to make it clear, we didn't want tOget into anargument down the road. — GOCHENAUR: —the basic question is, is the reduction in setbacks or separation of structures limited bythe PUD document? And the answer isno, the separation isunlimited. | can't see any grounds inthere for intent toreduce |t8certain amount, oritwould have been specified ... There simply is nothing that limits the amount of reduction. — COMMISSIONER SCHIFFER: —So when you're telling me that clause meant ... that if you slightly skew your buildings, which is what they've done, you have no side setback requirement anymore? GOCHENAUR:Basically that's correct. {5OCHENAUR-|think itwas unlimited. it's unlimited here. | don't see where VVe can have the right to tell the applicant that there's a limit to which he can reduce that separation. it's simply not stated here. The C[PCSurnnlan& dated 2/2 included their concerns with the footnote and provides Without such o footnote, the building separation would have been as stated in the development standards table of the PUD, which is one-half the total of the height of each building (200 feet plus 200 feet), or in the case of the first four buildings, a separation of 200 feet. With this footnote, the tower separations, for the 4 southern most towers, are at a minimum 100 feet up to 253 feet. Due to the footnote above, the distance between tower portions of the buildings was noted in the Settlement Agreement to be referenced at not less than 100 feet. However, as a result of the language in the PUD, the CCPC recommended that reference to building separation be removed from the Settlement Agreement and the applicants rely upon the interpretation of the PUD with the understanding that the separations would not be less than those shown on the SDP's reviewed by the CCPC. The Settlement Agreement went on the BOCC Summary Agenda in March 2008, but was pulled by Commissioner Halas so he could have additional time to review. The item was continued to the April meeting and was approved as part of the Summary Agenda without discussion. The BOCC did not take any additional action as it relates to the common architectural theme footnote. HISTORICAL APPLICATION: The administrative reduction of setbacks and other development standards for projects utilizing a common architectural theme exists in many PUDs within Collier County. As previously noted, this language was originally approved as part of this PUD in Ord. 00-088. SDP -AR -5284, which was reviewed during the Settlement Agreement, utilized this provision and was found to be consistent with the PUD language. The approved SDP shows towers with a separation as close as 126' (between Buildings 2 and 3) and the attached garages with a separation 60' (Buildings 2 and 3). Other PUDs/Developments utilizing similar provisions include the following. Please note, that the following list is not a comprehensive list of all projects utilizing the common architectural reduction. Pelican Bay (Ord. 04-59): The PUD provides Minimum Yard requirements for Group 1, Group 2, Group 3 and Group 4 residential areas. Groups 2-4 include the following language: "in the case of clustered buildings with a common architectural theme, these distances may be less provided that a site plan is approved in accordance with Section 2.05." This language is included in the original PUD document (Ord. 77-18), and it has been utilized in numerous projects, including, but not limited to: * WaterparkPlaceThbtowerdeve|npmentis(ocatedwithintheGroup4areaofthePUD.Sectmn 6.04 of the PUD requires minimum setback of Y2 the height of structure to any property line and Y2 the sum of the heights of adjacent principal structures. The development utilized the common architectural theme to reduce side setback to the property line of the 22 -story St. Armands building from I00'to 25" withthe original SDP -90-261, ~ Sand Pointe: This attached single family development is located in Group I and utilized common architectural provisions to reduce the building separation requirement from 20' to 10'. * Isle Verde: SDP -92-48 approved common architectural theme to reduce front setbacks from 25'to ZU'and the building separation requirement from ZO'tolU' w Southport: SDP -88-18 approved common architectural theme to reduce front setbacks from 25'to 101. w Villa Cantana: Site Plan approval using common architectural theme to reduce building separation requirement from 28' to 10' • Las Brisas: Site Plan approval using common architectural theme to reduce front setbacks from 25' to 8'. * Vizcaya: Site Plan approval using common architectural theme to reduce front setbacks from 25' to 15', rear yards from 25' to 15', building separation from 20' to 10' and to allow accessory pools tohave O/setbacks. Lago Verde (Ord. 84-gILThe PUD provides noininnurn yard requirements for Multi -Family Residential Tracts but includes a provision in Section 2.05 E, °|0 the [J5e of clustered buildings, group housing and/or zero lot line with connnnnn architectural theme, required property development regulations may be waived or reduced provided a site plan is approved under this Section." The clustered development now known as 8Ou0aovillas Condominium (SDP -93-83) utilized this provision to reduce the front setback requirement from 35' to ZO', the Side yard setbacks from 25' to 15', the [ear yard setback from 35' to 15", and the building separation requirement from Y2 the sum of building heights (approximately 25') to lO'. Lely Resort (Ord. 92-15): The PUD provides a Development Standards Table for the Residential Areas, Section 3.07, Table 11 A, that provides setback and separation requirements for the various hnusingprodUctsper[nittediOthePUD.Section2.l4a.ofthePUDaUovvsforthefoUovving,lnthe case of clustered buildings and/or zero lot line with COnnrnon architectural theme, Or non- residential uses listed in Section 3.06, required property development regulations may bewaived Orreduced provided asite plan isapproved under Division 3.3ofthe Land Development Code." Examples ofprojects usingsitep|anapprova|toreducedeveloprnentstandordSindude: w Cordoba: This patio and cluster home development (AR -13078) utilized this provision to reduce the minimum lot width from 50'to 42', reduce the required front setback from 20'to 6.4' (Lot 46), 6 reduce the side yard setback from 0' or 10' to 2.5', reduce the rear yard setback from 10' to 3.1', and reduce the building separation from 10' to 5.3'. • Chase Preserve: This patio and cluster home development (PSP -94-7) reduced the minimum building lot width from 50' to 36. Summary of Common Architectural Theme (CAT) Building Separation Setback Reductions Setback Approved Percent DevelopmentSetback Required (utilizing CAT) Reduction Water Park Place Pelican Bay (1/2 Bldg Height) 25 feet 75% f 100 feet rSand Pointe @ Pelican Bay 20 feet 10 feet 50% 4 Isle Verde @ Pelican Bay 20 feet 10 feet 50% } Villa Cantana @ Pelican Bay 20 feet 10 feet 50% i 1 Vizcaya @ Pelican Bay 20 feet 10 feet 50% Front: 35 feet 20 feet 42% ' } Bouganilias Condo @ Lago Verde Side: 25' 15 feet 40°l Rear: 35 feet 15 feet I 57% Bldg Sep: 25' 10 feetvw 60% Front: 20 feet 6.4 feet 68% Cordoba @ Lely Resort ...,_�. Kalea Bay @ Cocohatchee Bay PUD Side: 10 feet Bldg Sep: 10 feet (1J2 the sum of Bldg Heights) 3.1 feet 5.3 feet 100 feet 69% i 47% 50% 200 feet I in review of the past site development plan applications which have utilized the building separation setback reductions when providing a common architectural theme, staff finds the reductions provided within Kalea Bay SDP to be consistent with those past applications. in summary, with the common architectural theme reduction clearly articulated within the Cochatchee Bay PUD and Settlement Agreement; the minutes of the Planning Commission in which the reductions of setbacks between towers being specifically discussed, including assertions from the applicant that the distance between tower portions of the buildings at not less than 100 feet; and finally the consistency of the common architectural theme setback reduction of the Kalea Bay project to past projects; Staff finds that the review of the Kalea Bay project to be consistent with governing regulatory documents and practices. Prepared by: Chris AICP, Planning Manager, Development Review Approved by: Mike Bosi, AICP, Director, Planning & Zoning January 11 2008 TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY PLANNING COMMISSION Naples Florida January 11 2008 LET IT BE REMEMBERED that the Collier County Planning Commission in and for the County of Collier having conducted business herein met on this date at 8 30 a m in SPECIAL SESSION in Building F of the Government Complex East Naples Florida with the following members present CHAIRMAN Mark Strain Lindy Adelstein Donna Reed Caron Tor Kolflat Paul Midney absent Bob Murray Brad Schiffer Robert Vigliotti ALSO PRESENT Jeffrey Klatzkow Chief Asst County Attorney Marjorie Student Stirling Assistant County Attorney Joseph Schmitt CDES Administrator Susan Istenes Planning Manager Catherine Fabacher LDC Coordinator Page 1 AGENDA COLLIER COUNTY PLANNING COMMISSION WILL MEET AT 8 30 A M THURSDAY JANUARY 11 2007 IN THE BOARD OF COUNTY COMMISSIONERS MEETING ROOM ADMINISTRATION BUILDING COUNTY GOVERNMENT CENTER 3301 TAMIAMI TRAIL EAST NAPLES FLORIDA NOTE INDIVIDUAL SPEAKERS WILL BE LIMITED TO 5 MINUTES ON ANY ITEM INDIVIDUALS SELECTED TO SPEAK ON BEHALF OF AN ORGANIZATION OR GROUP ARE ENCOURAGED AND MAY BE ALLOTTED 10 MINUTES TO SPEAK ON AN ITEM IF SO RECOGNIZED BY THE CHAIRMAN PERSONS WISHING TO HAVE WRITTEN OR GRAPHIC MATERIALS INCLUDED IN THE CCPC AGENDA PACKETS MUST SUBMIT SAID MATERIAL A MINIMUM OF 10 DAYS PRIOR TO THE RESPECTIVE PUBLIC HEARING IN ANY CASE WRITTEN MATERIALS INTENDED TO BE CONSIDERED BY THE CCPC SHALL BE SUBMITTED TO THE APPROPRIATE COUNTY STAFF A MINIMUM OF SEVEN DAYS PRIOR TO THE PUBLIC HEARING ALL MATERIAL USED IN PRESENTATIONS BEFORE THE CCPC WILL BECOME A PERMANENT PART OF THE RECORD AND WILL BE A VAILABLE FOR PRESENTATION TO THE BOARD OF COUNTY COMMISSIONERS IF APPLICABLE ANY PERSON WHO DECIDES TO APPEAL A DECISION OF THE CCPC WILL NEED A RECORD OF THE PROCEEDINGS PERTAINING THERETO AND THEREFORE MAY NEED TO ENSURE THAT A VERBATIM RECORD OF THE PROCEEDINGS IS MADE WHICH RECORD INCLUDES THE TESTIMONY AND EVIDENCE UPON WHICH THE APPEAL IS TO BE BASED I PLEDGE OF ALLEGIANCE 2 ROLL CALL BY SECRETARY 3 ADDENDA TO THE AGENDA 4 PLANNING COMMISSION ABSENCES 5 APPROVAL OF MINUTES Not Available at this time 6 BCC REPORT RECAPS Not Available at this time 7 CHAIRMAN S REPORT 8 ADVERTISED PUBLIC HEARINGS A The Board of County Commissioners BCC has directed that the Collier County Planning Commission CCPC review and comment on a proposed settlement agreement with Lodge Abbott Associates LLc owner of the Cocohatchee Bay Planned Unit Development PUD project to settle alleged claims arising from a denial of an amendment to the Cocohatchee Bay PUD These claims are I A petition for writ of certiorari Case No 05 962 CA now pending in the Twentieth Judicial Circuit in and for Collier County Florida and 2 an alleged Bert Harris Private Property Rights claim Coordinator David Weigel County Attorney Marjorie Student Stirling Assistant County Attorney CONTINUED FROM 1213 07 9 OLD BUSINESS 10 NEW BUSINESS II PUBLIC COMMENT ITEM 12 DISCUSSION OF ADDENDA 13 ADJOURN 1 1108 CCPC AgendaRB sp 1 January 11 2008 CHAIRMAN STRAIN Good morning everyone Welcome to the January 11 th meeting of the Collier County Planning Commission This is a continuation of a meeting we started last month last year on the Cocohatchee settlement agreement that was remanded back to the planning commission by the Board of County Commissioners And will you all please rise for the Pledge of Allegiance Pledge of Allegiance was recited in unison CHAIRMAN STRAIN Okay will the secretary please take the roll call Item 2 ROLL CALL BY THE SECRETARY COMMISSIONER CARON Mr Kolflat COMMISSIONER KOLFLA T Here COMMISSIONER CARON Mr Schiffer COMMISSIONER SCHIFFER I m here COMMISSIONER CARON Mr Midney is absent Ms Caron is here Mr Strain CHAIRMAN STRAIN Here COMMISSIONER CARON Mr Adelstein COMMISSIONER ADELSTEIN Here COMMISSIONER CARON Mr Murray COMMISSIONER MURRAY Here COMMISSIONER CARON And Mr Vigliotti COMMISSIONER VIGLIOTTI Here Item 3 Page 2 January 11 2008 ADDENDA TO THE AGENDA CHAIRMAN STRAIN Addenda to the agenda We only have one item on the agenda today but there is an item of old or new business depending on how you want to look at it I think Mr Klatzkow has produced a draft of the consent policy Jeff is that something that you re prepared to discuss with us today MR KLATZKOW Yes I m prepared to discuss it today I thought we d do it after Cocohatchee CHAIRMAN STRAIN Yes I just wanted to make sure that it was okay And then we ll probably close this meeting and reopen the continuation of the LDC Cycle Two to finish up the documents that we got last night that are basically clean up from Wednesday So that will take us through today s agenda Item 5 and Item 6 APPROVAL OF MINUTES NOT AVAILABLE AT THIS TIME BCC REPORT RECAPS NOT AVAILABLE AT THIS TIME CHAIRMAN STRAIN There are no approval of minutes recaps nothing like that Item 4 PLANNING COMMISSION ABSENCES CHAIRMAN STRAIN Planning commission absences Our next regular meeting is next Thursday The packet went out day before yesterday so hopefully you ll all get it probably today at the latest if Page 3 January 11 2008 you already haven t Everybody intend on planning on being here for that meeting Okay Item 8A LODGE ABBOTT ASSOCIATES LLC CONTINUED FROM 12 13 2007 FOR THE COCOHATCHEE BAY PLANNED UNIT DEVELOPMENT SETTLEMENT AGREEMENT CHAIRMAN STRAIN That will take us into the advertised public hearing which is the settlement agreement discussion The last time we started working through a sheet of paragraphs discussion item by item some couldn t be discussed because we had received new information that day and we wanted time to read it Since then the county attorney Mr Klatzkow has or should I call him Mr Kolflat I ll figure it out has provided us with a draft of his synopsis of the changes that occurred at that meeting to the settlement agreement And what I d like to do unless this board has another suggestion is to go back to the beginning of that settlement agreement draft that Mr Klatzkow provided and work our way through that just simply to acknowledge that there s an agreement between the applicant and us as to the language that s been modified And once we get past those we know those are put to bed we can move on to the things we haven t done At least we ll just start in order in that agreement Last thing I would like to ask is a reminder from Mr Klatzkow as to the purpose of to day s meeting which again it was to my understanding was that we remanded this from the BCC specifically look at the settlement agreement and what it entails and its relationship to the former PUD or the current PUD andor the Land Page 4 January 11 2008 Mr Klatzkow any comment on that MR KLATZKOW Yeah the board directed that the planning commission review the settlement agreement in context of the PUD the discussions before the board with respect to the settlement as well as existing Land Development Code regulations And basically it s just to limit this to the land uses of the development CHAIRMAN STRAIN Okay I just want to make sure that everybody remembers that as we go through Because there are a lot of issues we could get into but they aren t issues that we were asked to get into And I really wouldn t want this board to start becoming a micromanaging the SDP fine print and stuff like that We need to look at it in relationship to the settlement agreement So with that in mind if you all will turn to the draft settlement agreement that Mr Klatzkow sent to us We ll start on Page 1 Everybody have that in front of them COMMISSIONER MURRAY Yep CHAIRMAN STRAIN Okay There isn t any changes that are being suggested to Page 1 There s some introductory statements On Page 2 we have the first changes Basically the substance of that one is a third whereas clause on the page There s some strikethrough language and then the balance of the whereas clause discussing the bald eagle management plan was deferred until such time as today when we get through that plan Anybody have any problem with the changes made on Page 2 The applicant MR YOV ANOVICH We re okay COMMISSIONER CARON Other than it may relate back to this when we discuss the bald eagle management plan CHAIRMAN STRAIN Right that s what I think the note refers to On Page 3 same reference to the bald eagle management plan but there s a large strikethrough section And then a reference in Page 5 January 11 2008 italicized bold about our recommendation BCC s final approval of the settlement agreement to take place at a minimum no sooner than the county s issuance of pre approval letters of the subject SDPs Now I see that s in here and I know it s referenced by Mr Klatzkow Jeff is that I didn t see the language incorporated into the paragraph Is that something that s not going to be done until the BCC gets it or MR KLATZKOW I think that probably is just a recommendation by the board to the BCC I think that s how you guys discussed this CHAIRMAN STRAIN I just wanted to make sure that whatever I understood Because I went through and found a lot of this bold italicized areas MR KLATZKOW Those are recommendations not necessarily to the agreement itselfbut to what you would recommend to the board transmitting the settlement agreement CHAIRMAN STRAIN Is there a possibility so that we re going to have to probably come back on this another time because I know everything isn t here today that can be approved that we could have a strikethrough and underlined version with our language incorporated into it Only because I think if the BCC wanted to see how it fit into the paragraph and us too I don t know where or how you d fit that in actually So I m wondering if that s a productive way to MR KLATZKOW Again if instead of making the recommendations to the board you d prefer it to be within the settlement agreement itself we can do that CHAIRMAN STRAIN Well if we make the recommendations as a strikethrough and underline I think it gets the same impact But then it shows them how it flows into the agreement and shows us too before it goes to them MR KLATZKOW Yes Page 6 January 11 2008 CHAIRMAN STRAIN Okay so that s and as far as the strikethrough on Page 3 Ms Caron you had a comment and then Mr Schmitt COMMISSIONER CARON Yeah I just had a question Of the SDPs that you have Mr Schmitt are the boat docks on there in any way MR SCHMITT All the boat docks have been removed off the SDP COMMISSIONER CARON From all of those numbered the three numbered SDPs that are listed here MR SCHMITT Yes COMMISSIONER CARON Correct I just wanted CHAIRMAN STRAIN Those are the ones we have MR SCHMITT The ones that you have but they re COMMISSIONER CARON I wanted that corrected on MR SCHMITT There are some boardwalk areas that could be related to future docks that are outside the boundary of the SDP or the construction area and we ve also asked to have those removed as well So the petitioner s aware of that and is certainly aware that any discussion or any construction related to the boat docks is an argument for another day I guess or a petition for another day CHAIRMAN STRAIN Okay Mr Yovanovich did you have any objections to the strikethrough language on this page MR YOV ANOVICH We re talking about revisions to paragraph three CHAIRMAN STRAIN That s correct MR YOVANOVICH No no objection MR SCHMITT Mr Chairman CHAIRMAN STRAIN Yes sir MR SCHMITT If I could if you could just make a note you discussed about strikethrough and underlined version of the PUD that we get specific guidance for the next meeting So if you could just Page 7 January 11 2008 make that we ll cover that at the end of the meeting I don t want to digress now but I want to make sure we meet your needs and your requirements as to what you want CHAIRMAN STRAIN I had it as a note and I appreciate you reminding me because at some point today we all need to discuss the best way in which this could be portrayed I think what Mr Schmitt is talking about is we typically see a strikethrough and underlined of a PUD so that when the recordation occurs staff has got a PUD ordinance number to go to and not have to realize there s a settlement agreement out there somewhere that s not in line with an ordinance number of a PUD Otherwise it will be like another Stevie Tomatoes or something else where the meaning and context gets lost because all the documents are not readily available MR SCHMITT I just heard you mention that and I want to make sure that s on an item to discuss CHAIRMAN STRAIN Yes sir MR SCHMITT Thank you CHAIRMAN STRAIN Okay we re on to Page 4 COMMISSIONER SCHIFFER Mark before we CHAIRMAN STRAIN Yes sir Mr Schiffer and then we ll go back to COMMISSIONER SCHIFFER At the last meeting we were referenced that there were resubmitted SDPs The only thing I got were some eight and a halfby Ils showing some changes that were made to the SDP Does that reflect what was in the resubmitted SDPs MR SCHMITT Basically what you have is what we received We have not received amendments and we need to discuss that also at the end of this meeting as to how you wish to proceed The applicant has a list of I ll call them rejection notes and I think it s the expectation of the applicant and as of now staff as well is that that list they will take and make all the needed corrections And I guess hope is a method here hopefully that will conclude and Page 8 January 11 2008 meet all the requirements for both staff and I ll call it your review that you re conducting for the board CHAIRMAN STRAIN Well I think what we would want to do since the SDPs are referenced as into this agreement once the SDPs respond to what occurs today and what had occurred at the last meeting in response to staffs questions and everything is consistent and understood we ought to be issued the final final set subject to anything that s in the settlement agreement Because obviously the staff cannot approve items in the SDPs that are subject to the settlement agreement until the settlement agreement is approved So I think we ll at the minimum have another meeting It may be a short meeting but just to make sure that the final SDP has the consistency that everybody was told and thought it would have pursuant to today s meeting So that s a clean up item I thought we would want to go through at least and any lingering items after today s meeting that are still outstanding Okay on Page 4 MR YOVANOVICH I m sorry Mr Chairman I did have a revision on Page 3 It s to paragraph four It s in paragraph four You ll see it says in instance the substantial amendment to the EIS It should be a substantial amendment to the SDP Because it s a change to the SDP that triggers the need to do another EIS CHAIRMAN STRAIN Just a second let me read that paragraph then Richard Well I think this is the problem that I discussed last time If you have a if you limit your substantial amendments to an SDP only to those wetland impacts then all the other triggers for a substantial amendment to the SDP don t kick in And that was a concern because there s a whole I provided a list of them in that paper I passed out You see item five Page 9 January 11 2008 And I don t know if you ve looked at that since the last meeting but I think that was the basis that we discussed this paragraph on And I don t think we can allow only a change to the wetland impacts of an EIS or the wetland impacts to be the sole reason to trigger a substantial amendment to the SDP Now we discussed this last time I didn t think there was a problem with it I thought Mr Klatzkow MR KLATZKOW I can fix that If you added language starting with F in the fourth line after substantially amended you could say with respect to the sole instance a substantial amendment to the SDP shall remain And that just limits it to the EIS issue MR YOVANOVICH Right Mr Strain my understanding was we re not trying to get out of what triggers an SDP amendment We understand that there could be other things beyond impacting wetlands What we re talking about in this paragraph is unless we do more impact of wetlands the EIS we did in which all these SDPs have been approved doesn t have to be amended It s just an EIS paragraph not an SDP paragraph CHAIRMAN STRAIN I understand that I just wanted to make sure because it was a separate sentence and it didn t seem to be as closely tied to the EIS that someone couldn t construe it to mean more than what the intent was And I asked for clarification And I think the clarification that got here may not have moved it into the right direction But Mr Klatzkow is suggesting some others and maybe before and Mr Murray you had something I m sorry COMMISSIONER MURRAY Swearing in CHAIRMAN STRAIN I don t think so but I ll ask Do you have a comment Ms Caron COMMISSIONER CARON I was going to say I think it does exactly that the way it s stated now Mr Y ovanovich doesn t it MR YOV ANOVICH No because we don t amend the EIS we Page 10 January 11 2008 amend the SDP by moving things around Let me read some language and maybe this will make it clear This is the sentence we would add The existing environmental impact statement does not need to be amended unless the SDPs are revised to increase wetland impacts beyond the impact currently permitted by the South Florida Water Management District and the U S Army Corps of Engineers by more than five percent CHAIRMAN STRAIN That gets it COMMISSIONER CARON Yeah read it one more time And do you have it to put up Because I think you may actually have it CHAIRMAN STRAIN Jeff this isn t I don t believe this is quasi judicial Do we need any swearing in for this meeting COMMISSIONER MURRAY You did the last time CHAIRMAN STRAIN Did we No MR KLATZKOW No it s not quasi judicial CHAIRMAN STRAIN Do you remember if we did last time or not Did we COMMISSIONER CARON It involves a legal settlement agreement why wouldn t we do it CHAIRMAN STRAIN Well then we will As soon as we get done with this question we ll ask Cherie to swear everybody in MR YOV ANOVICH I would have assumed since this is a continuation our oath was still continued yeah COMMISSIONER CARON You re still swearing MR YOV ANOVICH Yeah we re still under oath as a judge would say CHAIRMAN STRAIN Okay if that s legally binding we ll just ask people if they have comments besides those that may have been here the first time if they were sworn in the first time MR YOV ANOVICH I don t know if you all can read that but let me read it again just so everybody can The existing environmental impact statement EIS does not need to be amended unless the SDPs Page 11 January 11 2008 are revised to increase wetland impact beyond the impact currently permitted by the South Florida Water Management District and the U S Army Corps of Engineers by more than five percent So that will make it very clear it s just the EIS we re addressing in this paragraph CHAIRMAN STRAIN I think that s works Does anybody else have any concerns COMMISSIONER CARON No CHAIRMAN STRAIN So the applicant accepts it staff and the panel accepts it No other comments that one will be added Okay we re on Page 4 There s an italicized reference And I think that needs as Jeff had indicated earlier that will now be incorporated into specific language as a strikethrough and underline And on paragraph six there s a change a strikethrough and an addition Anybody have any concerns questions about that No response CHAIRMAN STRAIN The applicant MR YOV ANOVICH I had suggested and said of the approval use the word execution by the parties CHAIRMAN STRAIN Well isn t MR YOV ANOVICH Until the board signs it it s not really approved And if they re so that s CHAIRMAN STRAIN So ifit says the approval MR YOV ANOVICH I didn t want anybody to say Rich your clock ran on the date the board motioned to approve and it took them 10 days later to sign it Not that it takes that long we just wanted to make sure that the clock starts when the board signs the agreement if that s acceptable CHAIRMAN STRAIN I don t have a problem with that Basically it says within 15 days of the execution of the settlement agreement Is that MR YOV ANOVICH That s fine Page 12 January 11 2008 CHAIRMAN STRAIN Jeff did you follow that MR KLATZKOW Yeah he wants execution instead of settlement agreement CHAIRMAN STRAIN Instead of approval MR KLATZKOW I don t know that there s a difference and I don t fight when there s no difference CHAIRMAN STRAIN That s reasonable I would say So 4 is okay with everybody Let s move on to Page 5 paragraph seven at the top of the page same kind of issue I m assuming that the reference to the approval there will be until the execution of this agreement would be filled in Is that Richard MR YOV ANOVICH Yeah One suggestion might be at the end put a standard effective date paragraph And then just we ll put any references there to the effective date if that s acceptable to Mr Klatzkow MR KLATZKOW I put a standard paragraph in all my settlement agreements that this agreement will be effective as of board approval which is going to be at the board meeting that date MR YOV ANOVICH Well I would change the date to board execution of the settlement MR KLATZKOW That s right that will be the execution date CHAIRMAN STRAIN Right okay MR YOV ANOVICH Then we could take care of all of those everything will move from that point CHAIRMAN STRAIN On paragraph eight this is changes we talked about last time Doesn t include some the italicized changes that are noted below but we ll get another draft that will reflect that Everybody in concurrence with the changes that are already in eight the highlighted underlined changes so far No response CHAIRMAN STRAIN Richard Page 13 January 11 2008 MR YOV ANOVICH Nope CHAIRMAN STRAIN You re not in agreement or you re okay MR YOV ANOVICH We re okay COMMISSIONER CARON Is CHAIRMAN STRAIN Ms Caron COMMISSIONER CARON This paragraph we re talking about number eight CHAIRMAN STRAIN Yes COMMISSIONER CARON Is this where we should start the discussion on passive uses CHAIRMAN STRAIN That does on the bottom of the page under the highlighted section yes that begins the discussion of passive uses and continues on to Page 6 So basically I believe we received a document listing all the passive uses suggested by the applicant And I also know there was an e mail around suggesting that the development standards used for those passive recreational uses were those of 54 of the PUD MR YOV ANOVICH Correct CHAIRMAN STRAIN Okay So based on those two things that s how we should be looking at the issues included in passive recreational uses Any comments Mr Schmitt MR SCHMITT My only concern on that is the term passive recreation areas I think we already have in the LDC and I m not sure I m looking back at Bill and Barbara we have something called passive recreation And I do not want to make I want to make sure there s no confusion or because passive recreation is entirely different in the LDC It s basically walking paths and very I ll call it low intensity type of recreational activities And that list included many activities which are beyond what we would call passive recreation So I m concerned about using that word Page 14 January 11 2008 Also there are residential units in this portion of the PUD and I think we need to add residential units to that list Bill do you have any comments on or Barbara I don t I would really prefer we call and I got into this discussion last time I d prefer we find some other word for that Call it uses outside or in the designated golf course area or whatever CHAIRMAN STRAIN Ms Caron MR SCHMITT If you could indulge the staff on this one CHAIRMAN STRAIN We ve got more to go on it so we ve got a lot of discussion on this before this gets over Ms Caron had a question before Barbara COMMISSIONER CARON Currently in the PUD it says passive parks and passive recreation areas That s language and boardwalks out of the current PUD MR SCHMITT And I m fine with calling it that as long as I specify what it means for this specific PUD COMMISSIONER CARON Exactly MR SCHMITT and that it doesn t conflict with any other interpretation of passive recreation areas as used in the GMP COMMISSIONER CARON And that s my question is what are we considering and have we always considered to be passive recreation and passive park uses MR SCHMITT Let me turn to Barbara on that MS BURGESON For the record Barbara Burgeson with engineering and environmental services The definition that s in the Land Development Code that identifies passive recreation as really just nature trails preserve areas wildlife sanctuaries things with that allow pervious trails through paths bird watching things of that nature has always been the staffs interpretation of passive uses of an area passive recreational uses which is why when we put that language in the LDC that s how we wrote that out Page 15 January 11 2008 But one of the things I was concerned about clearly the list here of passive recreational uses goes substantially beyond anything at all that we have or would ever have intended passive recreational uses to be So I was looking at this language and would suggest that instead of calling that list passive recreational uses that you call that acceptable alternate uses outside the platted boundary of the gopher tortoise preserve Because you re still going to have a platted gopher tortoise preserve that is not a passive recreational area And these things would not be permitted within the boundary of the gopher tortoise preserve CHAIRMAN STRAIN Do you have the definition of the LDC that we could see MR SCHMITT I don t have it I m looking it up on Municode right now So I can read it as soon as I get to it CHAIRMAN STRAIN I ll be to it before you are I m scrolling down now Joe Okay it s not in the definitions section So where did we hide it MR YOV ANOVICH I m not sure there s one that exists today I think there s one going through the process CHAIRMAN STRAIN I just heard that there is a definition for passive recreation So now I want to see it Otherwise why were we told there was one MR SCHMITT Barbara is there an amendment proposal for passive recreation MS BURGESON I know that we have a definition and I thought it was in the LDC I thought it maybe it s in the GMP or the Land Development Code But we ve been working on a definition for passive recreational uses CHAIRMAN STRAIN Well lacking that here today we don t have a definition MR SCHMITT We don t It was Page 16 January 11 2008 MS BURGESON I thought we had that in the last LDC cycle MR SCHMITT We did but CHAIRMAN STRAIN You guys can t talk over one another MS BURGESON It wouldn t be in the current Municode because it wouldn t have been up on the web site yet So let me call back to Catherine and see if I can get a MR SCHMITT I believe we discussed it and that recommendation was withdrawn during the last cycle I believe It s not in the Municode MR KLATZKOW That s my recollection as well MR SCHMITT Yeah that we got into a discussion on passive recreation and the definition was withdrawn MS BURGESON I ll check the GMP if it s in there CHAIRMAN STRAIN Okay now lacking the fact there is no definition we need to approach this in that manner So this is a project that s going to stand on its own This listing will only apply to this project just like we look at other uses in a project that are in a commercial area and they re offensive to us if there are issues here that are problematic we need to put them on the table and discuss it I mean boardwalks bicycle paths environmental uses flower beds golf cart paths I mean where on this list there are some I think might be problematic But let s start with the rest of you Is there an issue on this list that bothers anybody MR YOV ANOVICH Can I just tell you where we started from CHAIRMAN STRAIN Sure MR YOV ANOVICH Because where we started from was if the golf course goes away what uses would be acceptable to the neighbors around us keeping in mind we could have two residences and or these types of uses adjacent to them And we looked at uses that we believed were not noise generators if you will as far as what Page 17 January 11 2008 would be passive And that s why you know hopefully that s the context in which we re going to review this because we believe that was the concerns of the neighbors is having a lot of people around them making a lot of noise CHAIRMAN STRAIN And I agree with you Ms Caron COMMISSIONER CARON Well let s go down to water parks If you really want fountains say fountains but don t say water parks Otherwise I m looking at North Naples MR YOVANOVICH That s why we tried to clarify that by saying the fountains and pathways If you want to put fountains and pathways for instance the county has I don t even know what they re calling on Goodlette Frank Road you know the now as you re heading on Golden Gate Parkway you have that off ramp if you will that gets you onto Goodlette Frank Road I think the county calls that a water park COMMISSIONER MURRAY Water park MR YOV ANOVICH They call it a water park And that s clearly a passive water park And that s what we were intending distinguished clearly from the North Naples Regional Park where you have those water features So we you know CHAIRMAN STRAIN Well Richard let s I certainly agree with Ms Caron that that term is too encompassing But let s start from the top we ll work our way through each one because there may be others with more questions and I want to make sure that everybody acknowledges that every one of these is what we intended Boardwalks Anybody have a problem with boardwalks No response CHAIRMAN STRAIN Bicycle paths No response Page 18 January 11 2008 CHAIRMAN STRAIN Environmental uses parentheses wetlands and conservation areas No response CHAIRMAN STRAIN Flower beds No response CHAIRMAN STRAIN Golf cart paths No response CHAIRMAN STRAIN Pathways and or bridges No response CHAIRMAN STRAIN Handicap ramps No response CHAIRMAN STRAIN Equestrian uses and trails No response CHAIRMAN STRAIN Fitness trails and shelters No response CHAIRMAN STRAIN Hiking and nature trails No response CHAIRMAN STRAIN Open space drainage systems Now Richard I had a question on that one Open space drainage systems require a lot of clearing excavating and they re basically a lot of wide expansive open space What would you I can t imagine you would want open space drainage systems there for anything but to service the uses on that property COMMISSIONER MURRAY Yeah CHAIRMAN STRAIN And I would want to make sure you re limited to that so you re not clearing a lot of area to create drainage systems for other areas that could have higher intensity MR YOV ANOVICH I m checking with the engineer to make sure that whatever lakes are going to be on that side of the road are not necessarily serving just that side of the road I don t know Page 19 January 11 2008 CHAIRMAN STRAIN So MR YOV ANOVICH Some of those drainage lakes and drainage facilities will be serving our properties to the north Not us but off site properties to the north drainage that s coming through the site today So it s not just limited to after we build a golf course it s not limited just to the golf course CHAIRMAN STRAIN So you re accepting drainage from some off site properties MR YOV ANOVICH We have to if it passes through the property And also those are uses that are already in the preserve district CHAIRMAN STRAIN I know that but what happens is if the golf course goes away and this becomes I just don t want you providing some commercially usable open space for drainage that other projects could use to an extent that goes beyond what would normally be used in that area And that s my only concern I m looking at worst case scenario If you had said excavation for fill I would want to make sure it was fill only to the extent needed on that property and things like that It s the same kind of scenario MR YOV ANOVICH I think it needs to be related to the permitting of our project CHAIRMAN STRAIN Required for the permitting of the project how s that COMMISSIONER MURRAY That qualifies it MR YOV ANOVICH Yes as we need for the permitting of our project COMMISSIONER MURRAY Good qualification MR YOV ANOVICH It certainly wasn t intended to provide drainage for any vacant parcels around us CHAIRMAN STRAIN Okay Next one is parking lots Ms Caron COMMISSIONER CARON Yeah somehow we need to define Page 20 January 11 2008 that I mean I understand that if you decide to do a canoe dock here that you re going to want to have some parking or you will be required to have some parking However this should not this somehow it s got to be defined so we don t end up with a parking garage or a parking structures or the entire thing as a parking lot MR YOV ANOVICH How about parking lots for any use within this section COMMISSIONER CARON Well I mean our next one is playgrounds So MR YOVANOVICH Ifwe need a parking lot for the playground it would be an allowed use by way of example COMMISSIONER CARON So there will be no limit on this playground This entire parcel could become a playground with associated parking That s hardly what green open space was to the community Again I m getting back to what you talked to the community about was green open space not a series of jungle gyms with associated parking I mean CHAIRMAN STRAIN Why don t we just strike playgrounds and that solves the problem MR YOV ANOVICH I m sorry CHAIRMAN STRAIN Why don t we strike playgrounds We hadn t gotten to that one yet but I MR YOVANOVICH That s fine The first time we ve ever been told not to provide facilities to children that might utilize the project but we ll strike that COMMISSIONER CARON Mr Yovanovich please don t be flippant about this MR YOV ANOVICH I didn t mean to be I apologize COMMISSIONER CARON I am concerned about this because you have not a small little corner of a PUD that you re going to stick a jungle gym on we are talking now about a golf course Page 21 January 11 2008 property And ifit goes away then you have you re trying to get rights for other things So let s get back to the MR YOV ANOVICH I apologize I apologize CHAIRMAN STRAIN We re down the list we re on parking lots The applicant s agreed to limit the parking lots for any use within this section The playgrounds were pointed out as a concern for parking lots They ve agreed to strike playgrounds Is that okay with everybody Mr Murray COMMISSIONER MURRAY Not that I have an expectation you d have all of these elements in the same time These are I would think pick and choose type of things But let s say for the sake of argument you had a lot of these things a lot or maybe all You d have to have parking to facilitate each one of those Wouldn t that be a significant amount of parking in open space that you intend Did I make myself clear to you sir MR YOV ANOVICH Yes I understand Ifwe have these uses whatever the code requires for parking we ll have to provide for parking COMMISSIONER MURRAY In sum then if the totality of these uses were all expected to be there we d have a heck of a lot of parking I would think Is that your intent do you think to have all of these uses simultaneously MR YOV ANOVICH I don t think we re going to fit all of these uses on the property This is a laundry list of things that might happen on the piece of property I don t think this is going to be a wall to wall developed piece of property which will result in a huge parking area built on that particular piece of property And we re talking about what are the potential passive uses on this piece of property And in response and I apologize for the way I phrased it I never envisioned that this 100 or 100 plus acre parcel of Page 22 January 11 2008 property would be 100 percent playground even though that s a list on there nor do I expect it to be 100 percent sidewalk That s the kind I think there will be these there were going to be some small playground areas We struck that But yes there might be some Let s look through the list that might require parking area CHAIRMAN STRAIN Richard before we go too far let s try maybe we can put this in a better perspective Whatever you put on this property you don t have the ability to open it up to the public and make a commercial enterprise out of it So the only way you re going to recoup any income off this is for it to be an amenity to the people who buy in these five high rises High rises I expect are not going to be cheap You ve got I don t know how many units now 580 or something like that So where would the monetary incentive be for you to create units and facilities here greater than what could be used for those five towers Would you be limiting the use of this property it is limited to what s part of the project So it would have to be limited to the towers across the street MR YOV ANOVICH Well the only real example remember the golf course isn t just limited to the 590 units We could have members who are outside of that 590 units The only one I could think that might be open to the public and not an amenity purely to the residential is an equestrian center okay So I don t want to mislead the planning commission to say that the equestrian center would be just for the 590 I believe it is condominium units But again that is a remember this is a big piece of property that is going to still be green you know You might have a barn with some horses in it and people from the general public coming to use that equestrian center But it s you know it could be a good use for the property CHAIRMAN STRAIN Ms Caron Page 23 January 11 2008 COMMISSIONER CARON Yeah please understand that if this golf course fails this developer still owns that golf course They can if we don t get the right covenants on this piece of property sell it for an equestrian center They don t have to sell it for an amenity to the five towers They don t have to use it for an amenity for the five towers So this list is extremely important It is not as simple as saying no matter what happens these the uses will only affect the five towers CHAIRMAN STRAIN I was asking the question I was not I wanted to understand the application And I think he provided me the answer for that which you re now expounding on Mr Murray COMMISSIONER MURRAY Just continuing on that vein As you envisioned it as an example and I m not trying to pin you down but would that be a club membership to an equestrian activity or does it become a commercial activity And I know you re trying to answer a general question with some examples I m not trying to pin you down too far MR YOV ANOVICH The answer is I don t know how we ll have access to that But keep in mind this is a use that you find in places in the urban area They re going away but you do find places in the urban area for instance in the Pine Ridge community If you go up Goodlette Frank Road and you take the first left in you ll see two smaller equestrian centers that you know you have barns you have horses stabled there and it s I think they rent out the stables but I don t know ifthere s a membership club I used to take my kids riding there But we envision something like that Obviously we have more acreage than those five acre parcels So we envision something like that that if the golf course doesn t work what would be an appropriate mechanism for the owner of that property to recover some of his Page 24 January 11 2008 investment in that land COMMISSIONER MURRAY Okay But remember we started out with the idea of parking And so it s important to think about what the implications of that might be if you re going to open it up to everybody to come and ride horses So I guess that we should revert to the aspect of parking then I suppose CHAIRMAN STRAIN Well that s where we left off on parking But it looks like there s a question now on the equestrian uses and trails Are there concerns in that regard COMMISSIONER VIGLIOTTI I think it s a good idea personally COMMISSIONER MURRAY I don t have a problem with it as long as the parking doesn t become excessive CHAIRMAN STRAIN Mr Murray you re making a lot of statements If you have something you want to define throw it on the table let s talk about it then If you ve got a concern about the parking how would you suggest limiting it COMMISSIONER MURRAY Well I think I can make remarks about things so maybe I m thinking out loud too But how would I CHAIRMAN STRAIN You should make remarks All I m saying is if you have a concern let s not pass it by let s get it over with so we don t afterwards say well you know we didn t mean that COMMISSIONER MURRAY I m not necessarily in a position to be able to make that determination right now because Im looking at these things and I m saying if we perhaps the best approach might be a percentage I don t know This is an issue that I think bears some qualification and I m not necessarily competent to do that right now CHAIRMAN STRAIN Mr Vigliotti then Ms Caron COMMISSIONER VIGLIOTTI Ifwe allow them certain uses with the property if the golf course goes away they re going to need some parking related to the specific uses as required I don t think that Page 25 January 11 2008 it makes sense then to put a parking lot larger than what s required for their specific uses If they do put an equestrian center up whatever the LDC requires as parking spaces required that s what they ll put They ll put the minimum I m sure CHAIRMAN STRAIN Then it would be parking lots as acquired by code for any use within this section COMMISSIONER VIGLIOTTI Perfect Thank you CHAIRMAN STRAIN Ms Caron COMMISSIONER CARON Well actually let s get back to the actual paragraph eight And what paragraph eight says is that the residential sorry the golf course shall remain forever as green open space and be limited in perpetuity to the uses expressly allowed in paragraph 5 3 And that s what we started out talking about were the uses listed in 5 3 MR YOVANOVICH Right COMMISSIONER CARON And now we re expanding on them well beyond what is listed in 5 3 CHAIRMAN STRAIN Richard wait a minute No the reason this got into the question we re now getting into is we talked specifically about that last time And under 5 3 A principal uses one it says passive parks and passive recreational areas boardwalks And I made notes and it says what is considered passive And that s what we re trying to answer here today what is meant in 5 3 A l that says passive parks and passive recreational areas There is no definition we discovered We ve asked for a definition so we could do just what we re doing today is discuss it If some of these are objectionable let s strike them COMMISSIONER CARON While equestrian uses may be granted I don t see them as passive I m not saying that they shouldn t be allowed but I certainly don t see them as passive But CHAIRMAN STRAIN Well I mean I guess that s in the eyes Page 26 January 11 2008 of the beholder I m not saying you re right or wrong but I can tell you for sure I know there s other people that would consider riding a horse on a quiet trail in the woods being passive So COMMISSIONER VIGLIOTTI We re not talking about a two acre piece This is a 100 acre piece CHAIRMAN STRAIN Right Why don t we look at this in the light of what s going to which one of these uses regardless of whether we think individually it s passive or not could harm the neighborhood against the intent of which this whole thing started out So in that light COMMISSIONER MURRAY Process of elimination CHAIRMAN STRAIN In that light let s keep moving down First of all is everybody content that equestrian uses and trails would not be negatively impacting to the neighborhood Are we there we passed that one COMMISSIONER SCHIFFER Im out CHAIRMAN STRAIN Okay Then we re all the way down to parking lots And we ve already suggested that we limit the parking lots to that as required by code for the specific uses within this particular section COMMISSIONER SCHIFFER Mark CHAIRMAN STRAIN Yes sir COMMISSIONER SCHIFFER Statement Could we just stay supporting the existing uses Because here s the thing is that the code has a requirement A good designer would actually add a little more than the requirement So I wouldn t want them to be restrained from being able to do that So can t we word it just to support the uses on the site only CHAIRMAN STRAIN And then we get into an ambiguous term when you go out past the code what is support Someone might say that 200 spaces or more support when the code requires 100 Would that be acceptable Page 27 January 11 2008 COMMISSIONER SCHIFFER Doesn t the code have in there that if you put so much parking past the required amount you have to get the approval of the administrator or something There is something in the code to that effect CHAIRMAN STRAIN Yes there is a COMMISSIONER SCHIFFER So I think that s kind of what that s intending to do is somebody to build a hot dog stand and have 500 cars and running a CHAIRMAN STRAIN But I only think it kicks in when you get to a high number of spaces I remember that being added years ago I was not on the planning commission but COMMISSIONER SCHIFFER But my concern is that if somebody prudently wants to add a couple more parking places I wouldn t want that clause to restrict them CHAIRMAN STRAIN Anybody else on the panel have a concern over changing the word from requirements of the code to parking to support the uses within this section Ms Caron COMMISSIONER CARON Why don t you say required by code to support the use CHAIRMAN STRAIN But then we re right back to what Brad is now objecting to So it s either Brad wants to take out the part required by code because he feels that design wise somebody may want to have more parking spaces because the code is a minimum Does anybody else have any comments on that or objections to it COMMISSIONER MURRAY Yeah could that not also be less than the parking that they would be required COMMISSIONER CARON No you ve got to have the mInImUm COMMISSIONER MURRAY So it s a minimum of and it could be better I suppose in this particular thing it s fine Page 28 January 11 2008 CHAIRMAN STRAIN Any other concerns COMMISSIONER SCHIFFER No CHAIRMAN STRAIN Then the parking will be in support of any use within this section Playgrounds Any concerns about the playgrounds Mr Schiffer COMMISSIONER SCHIFFER Well I like the fact that they have them so can t we just waylay Donna s concern just limit a cumulative area of let s say two acres or something Meaning that if they spot them all over the site you can t add up more than two acres of it COMMISSIONER VIGLIOTTI Maximum two acres CHAIRMAN STRAIN Anybody have any problem with that COMMISSIONER SCHIFFER The kids don t have a voice on this committee COMMISSIONER VIGLIOTTI Maximum two acres total correct CHAIRMAN STRAIN Mr Vigliotti yes COMMISSIONER CARON Yeah CHAIRMAN STRAIN Sidewalks Tree surrounds COMMISSIONER SCHIFFER What exactly is a tree surround Mark I imagine a little rock wall with a couple of trees coming out of it CHAIRMAN STRAIN Well we re dealing with a lot of things that don t have definitions so you want a tree surround Richard COMMISSIONER SCHIFFER What is it COMMISSIONER MURRAY Yeah that would be good to know CHAIRMAN STRAIN Guys you re going to have to wait to be recognized because it s too hard for the court reporter to take our names down when we talk without being recognized So please MR YOVANOVICH You know let s just take it out because I Page 29 January 11 2008 don t really know what it means either CHAIRMAN STRAIN Underground drainage No response CHAIRMAN STRAIN Water parks we already talked about Basically we have pathways up above so water parks would be substituted with fountains Is that fine with everyone MR YOV ANOVICH Yes sir Am I striking pathways here CHAIRMAN STRAIN Right because it s up above Lakes Got to have lakes for water drainage Everybody okay with that No response CHAIRMAN STRAIN Boat non motorized and canoe docks Anybody COMMISSIONER MURRAY Kayak CHAIRMAN STRAIN Mr Murray did you have a comment COMMISSIONER MURRAY And kayak CHAIRMAN STRAIN Fishing piers No response CHAIRMAN STRAIN Guardhouses gate houses and access control structures No response CHAIRMAN STRAIN And this one s a beauty community and neighborhood passive parks Would you please define passive parks I mean you re putting right back in the definition that we re looking to define MR YOV ANOVICH Honestly if you look at A l the first word is passive parks and we weren t asked to define that one so we thought everybody was comfortable with what a passive park was it was recreational uses CHAIRMAN STRAIN Okay then it s community neighborhood parks passive parks with passive recreational uses subject to this section Page 30 January 11 2008 MR YOV ANOVICH Yes COMMISSIONER MURRAY Mr Chairman CHAIRMAN STRAIN Yes sir Mr Murray COMMISSIONER MURRAY Wouldn t a community park I think that has a designation that Parks and Recreation uses for community parks MR YOV ANOVICH Those are size issues they re not use issues What we were saying let s say for instance we decide to give this area to the county as a passive park and the county wants to take it Do we have to go amend the PUD to have a community or neighborhood passive park open up to the general public That was the intent It s still going to be a passive park COMMISSIONER MURRAY I didn t think you wanted to open it up to the community in general MR YOV ANOVICH Again we re looking for alternatives that can happen in the future County says they love this area as a passive park CHAIRMAN STRAIN Let me read the park neighborhood which is one of the items here A public park owned and maintained by Collier County which is intended to serve the needs of the local community and is located within the Estates zoning district or any residential zoning district or residential component of a PUD is comprised of no more than five acres of land access to which is provided through non vehicular means with no on site parking facilities provides only basic park facilities and amenities such as but not limited to sidewalks non air conditioned shelters bike racks drinking fountains and playground equipment So if you were to do a neighborhood passive park you would have to limit it to that definition section I would assume Is that acceptable MR YOV ANOVICH Yes sir Page 3 1 January 11 2008 CHAIRMAN STRAIN Gazebos COMMISSIONER MURRAY Those are nice CHAIRMAN STRAIN Picnic areas No response CHAIRMAN STRAIN Wildlife sanctuary No response CHAIRMAN STRAIN Recreational shelters and preserve upland areas Mr Kolflat COMMISSIONER KOLFLAT Would this be something similar to what we saw on Keewaydin Island some time ago CHAIRMAN STRAIN Could be COMMISSIONER KOLFLA T Could be CHAIRMAN STRAIN They wouldn t need the shuttle though COMMISSIONER KOLFLAT No COMMISSIONER CARON I m sure the county will come up with a plan for a shuttle CHAIRMAN STRAIN Recreational shelters and preserve upland areas No response CHAIRMAN STRAIN Drainage and water management facilities as may be required by South Florida Water Management District No response CHAIRMAN STRAIN Motorized devices required by physically impaired individuals No response CHAIRMAN STRAIN And restroom facilities No response CHAIRMAN STRAIN That s the list We re done with it Everybody seemed to accept it as we ve modified it The applicant are you satisfied with it as we I don t care if Page 32 January 11 2008 you re satisfied do you accept it as we modified it MR YOV ANOVICH Aren t those one and the same Yes CHAIRMAN STRAIN Okay We re done with the passive recreation issue that started on Page 5 and carried over to Page 6 We ll go back to Page 6 Oh there is another one on Page 5 that s the same part of the italicized section we just discussed Determine whether the definitions affect the term green open space which we did And two establish a maximum lot size for a residential unit And I think we have some single family criteria that was provided to us in which is a listing of development standards for single family the two single family units that would be allowed on that side of the project Is this the appropriate time that it fits into the settlement agreement I guess it is right here Okay you all should have received two pages one titled Single family Criteria and one with a box on it laying out the single family development standards with some footnotes I think we ought to go to those and discuss them and see if anything there is objectionable COMMISSIONER CARON They re all minimums they re not maximums I can t find it yet but I do remember that CHAIRMAN STRAIN That s it Let s start with the page that says Single family Criteria on it It talks about the types of uses and accessory uses both principal and accessory that can be utilized Are there any concerns with that particular page No response CHAIRMAN STRAIN Okay the only question I had and Joe maybe this is more of your staff Under customary accessory uses for these two residential units they ve got guest houses and service quarters meaning they could have both Page 33 January 11 2008 Are service quarters looked at as an additional unit in Collier County do you know I know Susan s here too maybe she could MR SCHMITT Susan if you could help me on this Guest houses They re not prohibited in that part of the county CHAIRMAN STRAIN I m not Im more concerned about how they re counted Because if they are a unit I want to make sure that the unit count that the project s total unit count still does not exceed based on this allowance for guest are they counted as part of the unit count is all Im after MR KLATZKOW It s a defined term in the LDC guest quarters CHAIRMAN STRAIN Right COMMISSIONER CARON Service MR SCHMITT You re specifically counting for density right for unit count right CHAIRMAN STRAIN We have two things we re trying to add Guest houses under E and under G service quarters Service quarters which I m assuming mean staff If I m wrong on that Richard correct me MR YOV ANOVICH You re not wrong CHAIRMAN STRAIN Okay So if you have a guest house that would have the full facilities of kitchens bathrooms living rooms and whatever And then you ve got also the ability to put in service quarters which may be servant quarters they would have full living accommodations Are those considered in any manner or form units MS ISTENES Susan Istenes zoning director I m not sure service what did you say was defined Jeff I don t have my code in front of me But service quarters I don t think is defined in the LDC MR KLATZKOW What I m getting at is MS ISTENES Guest MR KLATZKOW maybe we define it the same way as we Page 34 January 11 2008 define what a guest quarter is MS ISTENES My recommendation would be if you don t it s not clear first of all obviously If you don t want it to count as density then we should perhaps place some limitations on it so it doesn t end up to be the equivalent of a guest house so to speak because CHAIRMAN STRAIN Ms Caron MS ISTENES in a sense MR SCHMITT I ll be clear from a standpoint If it s a guest house or resembles a guest house they will pay the applicable impact fees for that so that s not an issue The issue is whether they will and if it looks and smells like a guest quarters or a casita or whatever they re going to pay the impact fees for that additional space and whatever is associated with it as a guest quarters or guest house So ifthere s both they re going to pay the impact for both But the issue here you re asking for is it actually an additional unit MS ISTENES Well even guest houses aren t considered an additional unit And there s criteria on their occupancy which MR SCHMITT And the size MS ISTENES discourages them to be permanent structures so CHAIRMAN STRAIN Ms Caron you were next MS ISTENES this would be the equivalent COMMISSIONER CARON What about service quarters Those are for people who live full time in these units That s a unit that s those are people who live there to serve people who are living there correct MS ISTENES Yeah that would be my assumption And the difficulty there would be if they re again if they start to resemble a guesthouse and somebody s living there full time then that s kind of Page 35 January 11 2008 contrary to the intent And again you would not be counting that as density so you may end up with it may end up looking like additional density It may be worth just trying to get rid of to be honest with you because I don t know that the code really you re really going to have to condition it in my opinion in order to ensure you don t get additional density CHAIRMAN STRAIN Mr Vigliotti then Mr Schiffer COMMISSIONER VIGLIOTTI Rich you specifically put in guesthouses Could that be related to a courtyard house as a single family MR YOVANOVICH It could It could be or it could be a standalone home that you know like you see in many of the Estates or in Pine Ridge You can have either a courtyard home yes is one example where you have guest quarters but also it was also intended to address other situations where you have a detached it looks like just a smaller home on the lot for your guests when they come visit And the service quarters again were intended to address if you have a lot of people in Naples have rather large homes and they have full time caregivers for the home or caretakers of the home sorry And we ll either we don t want to make it a big issue If it s going to create problems we ll just delete the use But it was intended to be a standalone residence for people who are working at the home and not count against our density But again if it s a big issue we ll just take it out and make it part of the main structure COMMISSIONER VIGLIOTTI Rich instead of deleting it why don t we just restrict it to a courtyard type house so you have the ability if you re going to put up single family to MR YOV ANOVICH For service quarters COMMISSIONER VIGLIOTTI No MR YOV ANOVICH Well the guesthouse issues we d like to Page 36 January 11 2008 keep the guesthouse because that s clear under the code it s not part of it doesn t count as far as density goes And we d like to have the ability to have it separate and distinct from the main residence And I think a courthouse structure would put us more of it almost looks like it s part of the residence So we d like to keep the guesthouse but if the service quarters are creating an issue we ll take it out CHAIRMAN STRAIN I think your issue is resolved by the definition of guesthouse It says here A dwelling that serves as an ancillary use providing living quarters for the occupants of the principal dwelling their temporary guests or their domestic employees and which may contain kitchen facilities That s part of the definition of guesthouse or cottage in our code So it seems to cover the use you re looking for Mr Schiffer you were next I m sorry COMMISSIONER SCHIFFER But one thing I think and this wasn t my question but didn t Susan mention isn t there a temporary you can t occupy it greater than six months or something Is that right MS ISTENES Yeah there are occupancy restrictions on it so that you don t have permanent residents in there COMMISSIONER SCHIFFER So you would want staff full time I mean why would we not want to include this This is inclusionary zoning This is great Why don t we provide these units for the staff and not have to send them out on the marketplace or incorporate them in the house So why can t we just limit the number of units like two servants quarters and two guesthouses or maybe one to keep it And then that way because it is a smart idea These are going to be big estates This is not going to be a burden on the neighborhood So it just makes a lot of sense to keep everybody in the estate Page 37 January 11 2008 CHAIRMAN STRAIN I think the purpose of this whole exercise is not the practical approach to affordable housing but the disruption or the concerns of the neighborhood in the area I mean I understand your comment I m not saying you re right or wrong I m just saying the whole purpose isn t for what you re trying to get across COMMISSIONER SCHIFFER Right But I m saying it does help that And two units per hundred acres that s pretty lame density So I m not worried about this intruding on the neighborhood CHAIRMAN STRAIN Any other comments No response CHAIRMAN STRAIN Brad had suggested some restrictions on the numbers of guesthouses and service quarters per principal structure Ms Caron COMMISSIONER CARON I certainly think limiting yeah per residential unit However if you were having somebody live full time in a dwelling unit then that should count as density And so it s just two units I mean this is not going to it s not going to affect their towers and you know MR YOVANOVICH Well we certainly COMMISSIONER CARON But it should count towards density that s all MR YOV ANOVICH We certainly didn t intend that We d rather just strike it then because why lose two market rate units for we ll find another way to house these people within either the main structure I would think it s frankly if you look at it from a benefit they re there they re off the roads they don t have to drive to work There s a whole lot of benefits to having the service quarters there But to lose density over it it s better to just strike it Page 38 January 11 2008 CHAIRMAN STRAIN Okay consensus on let s first say guesthouses Is everybody content that they can have guesthouses as allowed by code which has the rules regulation and sizes Is that acceptable And how many guesthouses per principal structure I m assuming just one COMMISSIONER MURRAY One CHAIRMAN STRAIN Okay Now service quarters Brad had suggested limiting the service quarters I think you said to two per principal structure Service quarters are not defined in the code so they don t have a size relationship to the principal structures as do guesthouses You may want to consider that So I mean I would suggest that if we go with Brad s suggestion as two service quarters per house that we limit the service quarters to the same development standards of guesthouses except the time standards wouldn t apply the occupancy time standards Mr Vigliotti COMMISSIONER VIGLIOTTI I m okay with that two is sufficient CHAIRMAN STRAIN Ms Caron or anybody else have any comments COMMISSIONER MURRAY I do CHAIRMAN STRAIN Mr Murray COMMISSIONER MURRAY IfI m envisioning it correctly you have a principal structure you have a guesthouse and then you d have two other houses as it were CHAIRMAN STRAIN Right COMMISSIONER MURRAY I don t know CHAIRMAN STRAIN Mr Schiffer COMMISSIONER SCHIFFER Yeah Bob one thing Remember this is two units per hundred acres A guy is on 50 acres Page 39 January 11 2008 this is an estate So imagine what that is I think Mark maybe to limit it we could maybe make it that the combined area of the servants quarter and guesthouse not to exceed the guesthouse requirement which if I m not mistaken Susan isn t that the 50 percent of the main structure So we re going to have like a 10 000 square foot house I doubt we re going to have 5 000 square feet of guesthouse MS ISTENES Forty percent COMMISSIONER SCHIFFER Okay 4 000 square feet of guesthouse So let s limit the combined area not to exceed 40 percent CHAIRMAN STRAIN So you re saying one guesthouse and two service quarters would not exceed 40 percent of the main house COMMISSIONER SCHIFFER Right CHAIRMAN STRAIN Does that work for your COMMISSIONER SCHIFFER Keep it in scale yeah MR YOV ANOVICH Yes sir The only clarification I didn t hear the word that the service quarters would not count against density Was that the intent CHAIRMAN STRAIN We didn t say it did so I assume it wouldn t because there s no MR YOVANOVICH I think you make a very good point I think we should probably add because we know guesthouses don t We should probably add a phrase that says service quarters don t count against density either CHAIRMAN STRAIN Everybody in agreement with that Mr Schiffer COMMISSIONER SCHIFFER One more thing Mark I think when we say servants quarters we should say servants supporting the house We wouldn t want them to build a dormitory and bus people down to Port Royal CHAIRMAN STRAIN Okay so it would be service quarters supporting the house Then the entire accessory the two accessory Page 40 January 11 2008 uses guesthouse and service quarters will be limited to 40 percent of the size of the principal structure And service quarters do not count against the density Is that in agreement with everybody COMMISSIONER CARON That s a combined figure that 40 percent CHAIRMAN STRAIN That s what I said You take COMMISSIONER CARON For all three units CHAIRMAN STRAIN Ms Caron yes You take all three together and it s not to exceed 40 percent of the main house Okay is everybody in agreement with that Now let s move to the second page of the single family which is the development standards for single family which is exactly what we ve been talking about COMMISSIONER SCHIFFER Mr Chairman CHAIRMAN STRAIN Yes sir COMMISSIONER SCHIFFER Would Joe put that up on the visualizer CHAIRMAN STRAIN Anybody have any questions concerns or comments about the standards for the single family No response CHAIRMAN STRAIN Okay And I think one of the corrections that were noted is that the 200 feet distance is from all PUD boundaries not from just the two that were shown in one of the pages we ll be getting to here shortly But the footnote clarifies it COMMISSIONER CARON It s correct here CHAIRMAN STRAIN Yeah the footnote s correct Ms Caron COMMISSIONER CARON Yeah I just want to make sure since we ve got these two homes on this hundred acres and they ve got 50 acres and no structures I don t want the accessory structures and barns because now they ve got barns and appurtenances for Page 41 January 11 2008 equestrian to be any closer either So any structures should be set back 200 feet from the boundaries CHAIRMAN STRAIN But that would be more appropriate I think Richard to change in paragraph 11 of the settlement agreement rather than a footnote to the single family development standards because it may not be realized as well there So that might strengthen that a bit when we get to that page Good point we ll throw it in there MR YOV ANOVICH The only question I have and I don t know the answer is a fence considered an accessory structure I don t think it is but I just want to make I don t want everybody to think that the fence has got to be 200 feet off the property line The fence could be certainly I understand the swimming pool and other things have to be 200 feet But I just want to make sure that a fence isn t considered an accessory structure CHAIRMAN STRAIN Ms Caron MR YOV ANOVICH And an entrance gate obviously wouldn t count either COMMISSIONER CARON No no no It would not count But with respect to if you re fencing the perimeter of the property that s one thing But if you are fencing a barn that you want to put right on that property line that s not what we want We want all that MR YOV ANOVICH I understand that you meant every structure including accessory structures needs to be 200 feet from the property boundary We don t have an issue with that And I hope you got the version that talked about the building height applies to both principal and accessory structures And now we ll revise that to say the 200 foot will apply to both principal and accessory structures CHAIRMAN STRAIN Back to your question about a fence If we label all uses all structures have to have a 200 foot setback and you want to make sure a fence is not considered an accessory use or Page 42 January 11 2008 structure we really have to fall back on the LDC MR YOV ANOVICH And Im asking the question CHAIRMAN STRAIN Not comments here today So let s get back the LDC says an accessory use or structure is defined as the following A use or structure located on the same lot or parcel and incidental and subordinate to the principal use or structure So now it comes as a fence a structure I think that s an issue that Susan s probably had some fun with in the past and maybe she can provide us with her enjoyable time she had with that and other Issues MR YOV ANOVICH I hope it doesn t We ve got a lot of setback problems in Collier County if you did MS ISTENES Susan Istenes Fences have their own regulations that allow them to be placed on property line You know we have architectural restrictions for commercial fences and whatnot that are slightly different that may not allow them to be placed on the property line But this is residential so it wouldn t affect CHAIRMAN STRAIN Okay So it works well for the accessory as defined in the LDC which provides the nice consistency that we d like to have Are there any other questions about the single family development standards No response CHAIRMAN STRAIN They re acceptable Fine we ll get past that issue then Let s move on to Page 6 paragraph nine of the settlement agreement On this page we had some strikethrough and highlighted changes and additions in the documents And I think there was a suggestion in one of the e mails that the word sidewalks shouldn t have been struck through and replaced with pathways that it should be sidewalks except and that s only in the first sentence Page 43 January 11 2008 In the second sentence there it should have been struck through and pathways left in Anybody have any concerns with that COMMISSIONER MURRAY That s what I thought CHAIRMAN STRAIN Okay that s how it will be changed then I would hope There s some strike outs and final language If there s no other concerns on paragraph nine we ll move to paragraph 10 This is the bald eagle management plan Let me see what we had on that one Okay there were some changes on that They re in strikethrough and underlined version There was a reference at the end of paragraph 10 that says discussion of revised bald eagle management plan continued to January 11 tho The CCPC also deferred its analysis of the remainder of paragraph 10 to January 11th to allow review of the most current SDP submittals So let s move right into that We had everybody last time we had just gotten the bald eagle management plan the night before our meeting We didn t have time to review it Well why don t we move into that document now if everybody is ready to discuss that The latest one we had received around 1212 07 And it starts on the top of it with the words Exhibit B Cherie we ll break a little closer to 10 00 okay COURT REPORTER Okay CHAIRMAN STRAIN We ll wait for everybody to get there COMMISSIONER MURRAY Exhibit B CHAIRMAN STRAIN It starts out on top with Exhibit B It s the new one not the one attached to the PUD We received it on 1212 And I think we received a hard copy back up at the meeting on 12 13 It s a five page document with a sixth seventh pages graphics showing the location of the eagle Page 44 January 11 2008 Ms Caron COMMISSIONER CARON Well I think that paragraph 10 really relates more other than the first sentence or two have to do with the height of the buildings which are pretty much a footnote to the bald eagle management plan The second part of it the underlined portion of it has to do with building separations So this particular paragraph has less to do with the bald eagle management plan than it does with the separation of these buildings CHAIRMAN STRAIN Oh I agree with you But at the last meeting and I have my notes and the county attorney s notes that said we want to discuss the bald eagle management plan at this point And for some reason if we don t want to do that now we want to do that later that s okay with me I was trying to follow the pattern set forth previously So we can go we ll just continue on with paragraph 10 if everybody would prefer to just look at the height issue on this one Im not even sure this is where the height issue came up originally I think it came up in paragraph 14 which is habitable COMMISSIONER CARON Well no I m looking at the last one we have and it was in 10 COMMISSIONER SCHIFFER Mark CHAIRMAN STRAIN Yes sir Mr Schiffer COMMISSIONER SCHIFFER On the height And I brought up the concern on height concern on measuring from habitable I did go back research even the building codes Habitable is defined exactly as the applicant claimed It s livable area Occupyable sic area which is what I was actually describing at the last hearing habitable is certainly a subset of it But it would be places of work places of entertainment and stuff So my concerns that I had last meeting are totally gone and I apologize for any confusion I m sure I caused Page 45 January 11 2008 CHAIRMAN STRAIN No I think it s a good point to bring up because it brought up a lot of discussion we needed to have about habitable And Mr Y ovanovich has even provided a new definition of habitable at some point we have to look at today Although it turns out there are definitions in some of our codes twice two instances in fact and they re in the code of laws And by the way like you just said the applicant is in line with what those definitions fit Let s go back to 10 first and see ifthere s anything that we need to discuss in paragraph 10 that we don t feel we finished last time or that s subject to the underlined and crossed out sections of the paragraph we have in front of us today based on the county attorney s draft language COMMISSIONER SCHIFFER I have a comment CHAIRMAN STRAIN Go ahead Mr Schiffer COMMISSIONER SCHIFFER First of all we were submitted a new development standard for the multi family high rise buildings It actually says I guess R 1 is the zone on it Could we put that up on the monitor This is something that was submitted CHAIRMAN STRAIN You ve got the SDP he s got the table from the SDP not the development standard table but the standard that was supplied in the SDP package It was a COMMISSIONER SCHIFFER Yeah And my conversation is going to be on setbacks There is one concern I have in that the setbacks for roads I wanted to review MR YOV ANOVICH Mr Schiffer you ll tell me if this is the right document please Is that the right one COMMISSIONER SCHIFFER Yes it is Rich see the line it s the third one down the front yard distance from the internal road It says it s going to be 50 percent of the building height which we know in our case is 100 feet The buildings are 200 feet tall Building two three four have a distance less than that Is that a Page 46 January 11 2008 problem CHAIRMAN STRAIN Brad could you repeat your question COMMISSIONER SCHIFFER If you look at the standards the front yard internal road setback CHAIRMAN STRAIN This is for the R 1 standards table COMMISSIONER SCHIFFER Yes multi family You ll see that the requirement is for 100 feet and some of those are MR YOV ANOVICH Mr Schiffer the explanation is is that is measured to the garage not the high rise portion of the building okay So that s where those distances are equal to the garage And as you know COMMISSIONER SCHIFFER The garage isn t that tall So there isn t a problem Second thing put up you sent us a drawing that shows the site lines And if you could focus in on the plan that s on the upper left side It s a site plan called key map MR YOV ANOVICH Is that the one you re referring to COMMISSIONER SCHIFFER Yes blow up the plan in the lower right And the reason I m looking at that is that does upper left Im sorry It s called key map If you could make that the full screen that would be best Maybe a little less screen And my concern is that we discussed this last time is the setbacks The setbacks in the development standards are to be one half the combined height of the units Well I like the one with the black that s why I was MR YOV ANOVICH You like the black one better COMMISSIONER SCHIFFER Because it points out my concern And my concern is that the setbacks in the development plan call for 200 foot setback The buildings are all 200 foot in height Added together you get 400 feet Divide it by two you get 200 feet And these setbacks are a lot closer Page 47 January 11 2008 You re requesting us to allow to bring it down to 100 feet And the concern is this is going to be just one wall of buildings as you go up Vanderbilt Beach Drive Now I know where you re coming from you re going to say well we twisted the buildings We have first of all I don t think the site plan would show the buildings parallel the walls parallel met the setback to begin with So all along through this whole process the setbacks were never between buildings distance between buildings were never being met What you actually did in the current design is you kind of rotated them a little bit and you know even again I go back to this October 9th letter from PMS Inc and it says that you know that the buildings didn t meet it They were stating that in their and she states however the buildings have been slightly rotated to ensure compliance with the development standards So the concern I have is that I don t think the development standards I think the development standard is intended for the setbacks as described in the chart in the table which would essentially produce a square of open space between the units What you re asking for is to allow that to be brought down to half that dimension or essentially half a square between them which will give these things the appearance of a wall when you look at it from different vistas on Vanderbilt So you re requesting that in here So why are you requesting that to make the site plan buildable or a desire or MR YOV ANOVICH To make it buildable COMMISSIONER SCHIFFER So in the original layout it did not meet the standards shown CHAIRMAN STRAIN Brad I before Richard answers could you show me what part of the settlement agreement you re referring to that they re asking for that s different than what they already received in the PUD Page 48 January 11 2008 COMMISSIONER SCHIFFER In 10 the minimum separation of the habitable portion of the building shall be one half the sum of the height of the habitable portion of the building not to exceed 100 foot of separation for the habitable portion of the building First of all putting in there the one half of the height again is just that s a teaser because you know you can t make that So the concern is that the problem is that the neighbors I think and I wasn t on the board then I don t know what testimony was But the intention was is to have these buildings spaced apart by pushing them up against each other CHAIRMAN STRAIN I m still trying to get to I m trying to understand where you re going I m sure Richard could answer it but it may not help me try to figure out where you re going If that s possible I d like to I think the sentence you re referring to should have been changed if I remember correctly from our last discussion where it begins on Page 7 buildings shall be one half the sum of the height of the habitable portion of the buildings and shall be a minimum of 100 feet of separation for the habitable portion of the buildings And ifI recall correctly it was never not to exceed 100 feet That would be ridiculous COMMISSIONER SCHIFFER Right And I m reading that one of the other comments I had further Mark is that the way it s written it s actually locking it to be less than 100 feet CHAIRMAN STRAIN If you about put that in does that fix your problem COMMISSIONER SCHIFFER No I think that if the project was sold to have a 200 foot separation between buildings it should not have a 100 foot separation between buildings MR YOV ANOVICH First of all it was never sold that way The commission saw at that time saw the entire PUD document And in that PUD document it provided for a mechanism to reduce the Page 49 January 11 2008 separation of structures And it said there had to be a common architectural theme and the buildings need to be skewed and basically not parallel So the commission saw this We provided an exhibit when we did the neighborhood meetings Yet if you look at the exhibit you could see that the structures were not 200 feet apart we were only going about did we have a line on there that says the distance between buildings No But if you looked at the scale that was on that drawing you would see that these buildings were not 200 feet apart So I don t think we ever sold this as they were going to be 200 feet apart else we wouldn t have had the common architectural language in there COMMISSIONER SCHIFFER Well the common architectural language let s make that simple You re building the exact identical building We could discuss whether that s good or bad I personally wonder So it s obviously common they re twins Everything everybody is going to look alike according to your SDP MR YOV ANOVICH Actually they re quintuplets COMMISSIONER SCHIFFER So they re quintuplets So we don t have to worry about them being a common architectural theme they re identical MR YOVANOVICH We ve covered that COMMISSIONER SCHIFFER So the concern is though but I think there s a clause in there that I know you re hanging on and that is that if you do skew the buildings or twist them then you can move the buildings can have less than the dimensions shown Now I think what that means from a planner and Susan s our chief planner that you have a spacing required Yes you can twist them a little bit and if that does cause that dimension to be less that s not a problem I don t think it means no setbacks or no separation once you twist them MR YOVANOVICH But we re not trying for no separation Page 50 January 11 2008 We re just trying to implement the provision in the code I m sorry the PUD that already says if you do these things we can minimize reduce the building separation I provided some language in an e mail that says it has to be a minimum of 100 feet for the habitable tower portion of the structure the parking garages will still meet their one half the sum of the building height We don t think under this site plan frankly that it s going to look like a wall of buildings We think that it s going to look very nice I mean frankly they re angled all the way up The only issue that you were raising is there were two buildings that arguably were not skewed and they were parallel So we wanted to make it clear we didn t want to get into an argument down the road you know parallel means one thing in geometry And I think I told you the last time I was here I wasn t very good at geometry But once you skew it one degree you re no longer parallel And we just wanted to say listen you re going to end up with buildings that are a minimum 100 feet apart on the towers We think from a view corridor coming down Vanderbilt Road with the landscaping buffer that we provided you this is going to look fine it s going to look nice it implements the existing PUD and it wasn t a change to the PUD document COMMISSIONER SCHIFFER But back to what you said earlier Richard I think much like remember when I wanted you to look at this drawing you wanted us to look at the other drawing you can t see the building masses on those other drawings I think most people would not notice the distance Obviously I had to take out a scale to see what the distance was on the submitted PUD to find out what they are The CHAIRMAN STRAIN We re going to need to take a break here in a little bit So if we could get to some point you feel we can break Page 51 January 11 2008 Brad COMMISSIONER SCHIFFER Well he walked away Mark CHAIRMAN STRAIN No no I know that No I m just suggesting if you at some point COMMISSIONER SCHIFFER You can take a break any time you want MR YOV ANOVICH No I was just answering my client s question COMMISSIONER SCHIFFER Right Anyway my concern is that we put a chart in the table that s really what prevails And the exhibit you know there s a lot of caveats on it stating that it s subject to change and all the other things So I think anybody relying on that data would be relying on the table I think what the table means and we can get some testimony from staff that there s a massing expected In this case everybody expected a square of open space between these buildings that yes if you rotated them or did something like that of course the corners might swing in less to that dimension So in other words if it s 190 180 feet once you rotate them let me wait till the side bar is over MR YOV ANOVICH You know we could debate this point probably all day The PUD says what the PUD says There s a footnote that specifically allows for the buildings to get closer together if you meet the criteria of the PUD We re not asking for any changes of the PUD document related to building separation What we simply are trying to do is make it less ambiguous for both staff and us and for the general public to understand what the separation will be And what we re saying is it will be a minimum separation for that livable portion of the building of 100 feet I wasn t prepared and didn t think we were going to debate the original PUD document It was adopted we re implementing it We re trying to make it clear Had they not wanted ifthere had been an Page 52 January 11 2008 intent that you would never be able to reduce the building separation there wouldn t have been that footnote And candidly there wouldn t be a provision in the Land Development Code itself that allows for common architectural theme to result in the reduction of building separation from the minimum standards It would have said thou shalt never be closer than 200 feet CHAIRMAN STRAIN We re going to need to take a break here And we ll come back at 10 15 Mr Vigliotti and Ms Caron both have questions at some point in this issue So when we get back Brad can finish with his We ll get into Mr Vigliotti s and Ms Caron and we ll go from there 10 15 we ll return Recess CHAIRMAN STRAIN Okay everyone we ll resume the meeting where we had left off And Mr Schiffer was working on some questions concerning the last two sentences on starts on Page 6 and on Page 7 of the settlement agreement After he finishes Mr Vigliotti was next and then Ms Caron Go ahead Mr Schiffer COMMISSIONER SCHIFFER I guess Rich just to go back One thing you mentioned that in the LDC there s a section of code that says if you have a common architectural theme and again this county one of its problem is it makes everything look the same but we ll assume that s good that s a given that if you rotate it you can reduce the separation between buildings Is that I don t think that s in the LDC There is something similar to that about clustering but MR YOV ANOVICH Right and that s under the common architectural theme talks about clustering You go through a conditional use process We went through a public hearing PUD process so there was a public hearing process that occurs And I don t believe and I could be wrong I don t believe there Page 53 January 11 2008 is any requirement for either skewing or rotating the buildings to meet the definition of common architectural theme for clustering So instead of what you see on the visualizer where you have the buildings angled away from Vanderbilt Road you could probably line them all up on Vanderbilt Road and really create the wall that you re fearful we ll be creating Now I think you have to look at all of this together We have landscape requirements that we ve provided for you And this is actually the sight line study that shows you as you re driving down or walking down Vanderbilt Drive you re not going to see the buildings So if you re not going to see the buildings what s the impact on this necessary space between the buildings Now from a distance I don t care where you are whether it s 200 feet or 100 feet if you re a half a mile away the buildings are going to look close together whether it s 200 feet or 100 feet So I think if you look at what we re doing we are meeting the requirements in the existing PUD we are further away from Vanderbilt Drive than the minimum required we have met the skewing and the common architectural theme We re not asking to change the PUD we re just asking to make it clear that the minimum distance has to be 100 feet Because frankly probably under the PUD we can get even closer which I believe was one of your concerns when we talked the last time I believe you asked me Rich can t you guys theoretically get within a couple of feet of each building And we ve said no And we ve answered that by saying the towers have got to at least be 100 feet from each other So we thought we had addressed a lot of the concerns while staying consistent with the existing adopted PUD COMMISSIONER SCHIFFER And I guess maybe Mark if it would be okay let me have Susan come down Because the way that clause really reads is if that if you meet certain conditions it can be Page 54 January 11 2008 administratively reviewed Again you know my opinion is that the intent of something like that from a planning concept not from just looking at words and playing Philadelphia lawyer from a planning concept that means that if a building rotates that would tend to close dimensions and the dimensions would swing in And if you do that you won t be penalized because of the fact that you ve skewed the building But let me ask Susan because she s the one that would be making that judgment Or Ross might be Richard let Ross MR YOV ANOVICH Oh I m sorry I thought he was going to sit over there MR GOCHENAUR For the record Ross Gochenaur zoning and land development review Susan s asked me to address this issue for you The way we understand the PUD is well the basic question is is the reduction in setbacks or separation of structures limited by the PUD document And the answer is no the separation is unlimited I can t see any grounds in there for intent to reduce it a certain amount or it would have been specified So the question I ask myself is does the applicant have the right to do what he did And the answer was yes There simply is nothing that limits the amount of reduction COMMISSIONER SCHIFFER So Ross you think what that meant here s what I think it meant I think it meant that if you have two buildings you have a separation in this case a square that if those buildings rotate they close in on each other a little bit And that s what that means that essentially the scale of the project remember I m talking purely in the planning concept of buildings and mass that the scale of the project stays the same but the dimensions do close slightly when you rotate them So when you re telling me that clause meant and this was what was given to the public as a development standard that if you slightly skew your buildings which is what they ve done you have no side Page 55 January 11 2008 setback requirement anymore MR GOCHENAUR Basically that s correct COMMISSIONER SCHIFFER Really MR GOCHENAUR Correct Now as far as the COMMISSIONER SCHIFFER From a planning concept you really feel MR GOCHENAUR As far as the intent When the PUD was approved I don t think we re going to find anything that explained the intent as far as a possible reduction in the amount or the distance I think it was unlimited It s unlimited here I don t see where we have the right to tell the applicant that there s a limit to which he can reduce that separation It s simply not stated in here COMMISSIONER SCHIFFER But here s the point And this will be the last time I don t want to be redundant But I think as planners not as reading little words and you know reading between lines is that when you describe through the table the separation of these buildings to have essentially a square of space between them that if you rotate those buildings a little bit that square can open or close a little bit You re saying that they essentially tricked us then by giving us a table giving us a setback knowing all the time that they re never going hit that description they re never going to hit that dimension MR GOCHENAUR No sir Im not suggesting anyone was tricked But I am saying that the board approved the setbacks as they appear in this table And that reading these without full knowledge of the intent or any real intimate knowledge of the PUD rezone itself I have to say that this is the way I feel constrained to apply it And I don t think Susan disagrees with that which is why she asked me to explain this to you COMMISSIONER SCHIFFER So as the one who made the administrative decision that if a building in this case was slightly skewed that eliminated the requirement for building separation Page 56 January 11 2008 MR GOCHENAUR Yes sir that s my understanding of this document CHAIRMAN STRAIN Mr Vigliotti COMMISSIONER VIGLIOTTI At our last meeting we discussed this particular point in depth I believe almost everybody weighed in at different points we spent a lot of time on it What I had said is I m not happy about it I don t like it but it s in the PUD We re not here to change the PUD nor can we I just think it s something we have to live with and move on And I believe it was the consensus of most of us as I said that it is the way it and we have to live with it CHAIRMAN STRAIN Ms Caron had a comment and then I ve got a comment Ms Caron go right ahead COMMISSIONER CARON Yeah and it will be a comment at this point well actually I ll ask a question first to the county attorney Do you agree that staff has no authority to make a judgment on the separation of these buildings MR KLATZKOW I think just for visually because I m more of a visual person if your buildings were like this and you required 200 feet okay and then they said you can make it slightly askew and thereby build them like this I think that s an absurd interpretation I think what the I think the way it reads is that there s discretion here and that includes this board as well because you re making recommendations to the board here that if they re going to make this slightly skewed that yes they can reduce this that s appropriate The question is how much of a reduction is appropriate And that s my view on that Now the planning director disagrees with that and that s fine COMMISSIONER CARON Okay thank you for that Because Page 57 January 11 2008 I think this is a critically important discussion to be having because this is not going to affect just this proj ect This will affect proj ects coming down the road And if we suddenly decide that we have no authority no planning authority to decide whether 250 what in reality will be 251 foot plus buildings could essentially be five feet apart the absurdity of that judgment is just beyond me If this board thinks that 100 feet when it should be 200 feet is the correct way to go then you ll make that decision But I agree with Mr Schiffer that we re going to end up with essentially a wall of buildings 100 you know barely 100 feet apart CHAIRMAN STRAIN Okay I had a comment I wanted to make And I saw this sentence telling us that the applicant had agreed that the buildings would never be less than 100 feet apart I don t know why the applicant wanted to do that because basically the PUD stands on itself and they probably have a very good case on that footnote if they wanted to make one regardless So I m wondering to get off this point because we re only discussing it because of these two sentences in the PUD that now with staffs testimony here today and the clarifications that have come out of discussion today by staff why do you need these two sentences You still got the PUD that dominates and we re off the discussion and we go on to the rest of the paragraphs So I m asking the applicant originally I saw a version of this document with those two sentences struck because apparently someone at one time felt the PUD stood on its own I understand your position in trying to voluntarily minimize the distance in which they could be put at but it looks like that s causing a lot more controversy than the effort may have been worth MR YOVANOVICH I will tell you we think the benefit of that sentence is both to us and to the county so when there s personnel changes over time there always are or different people sitting in your seats people could interpret the document differently And we would Page 58 January 11 2008 like that certainty because candidly we need to know that this site development plan will be approved or something similar to it if changes happen will be approved in the future and not be subject to a debate over words in the future And we thought I think staff would prefer to have the clarification so we all know it won t be less than 100 feet We would like that in the document to provide certainty to us so and reasonable minds can disagree about what things mean and we re just trying to make sure that this is clear that we have certainty in the future And that s why we ve asked to keep that in I know it s an uncomfortable conversation we re having but that s why it s in and we think that it s beneficial to both sides to have that language in CHAIRMAN STRAIN Okay but the language only states a minimum To get to that minimum you still need to bring in the common architectural theme issue So the language doesn t clear up any of the debate about that issue It simply says you have a minimum of 100 feet that you can get to but you still got to fall back on what the debate has been to get there So I m not sure why the sentence helps you but if you want to leave it in then we will go forward I just suggested since I had seen it struck in the prior version the first version that was sent to this committee back last year didn t have had that struck through as being omitted Then it was put back in when you all realized it was coming to us for some reason But that s fine It seemed simpler without it We re on paragraph 10 Brad did you have another question COMMISSIONER SCHIFFER My comment was based on Ross s testimony just take it out Because we re ultimately going to vote on this thing I certainly could I don t know how we re going to vote if we vote by number line item veto kind of thing maybe But if we vote on this thing as a whole I would never support that Page 59 Area Summary- Cottage1. LDC Floor Area: (includes thickness of exterior walls)2767 sq. ft.2. Parking Floor Area: (excludes thickness of exterior walls)2530 sq. ft.3. FBC 2010 Floor Area: (includes thickness of ext. walls, and ext. floor areas which are beneath the roofline above)Total2767sq. ft.4. Impact Fee Area: (includes thickness of exterior walls) <same as #1>2767 sq. ft.BEDROOM #2GREAT ROOMMINI KITCHENSHOWERCLOSETDeskCLOSETSHOWERBEDROOM #1BEDROOM #1GREAT ROOMCottage BCottage CSDP-33SDP-31SDP-3SDP-34222113355DDAA44FFBBHBTANKLESS WHFCU 1FCU 2FCU 3EECCCottage ABATH #1BATH #2BATH #1BATH #2BEDROOM #2MECHANICALSHOWERSHOWERSHOWERSHOWERMINI KITCHENMINI KITCHENBEDROOM #1BATH #1BATH #2BEDROOM #2LANDSCAPE SCREENING SEELANDSCAPE PLANS FORDETAILS15' - 0"30' - 0"14' - 4 3/8"30' - 0"14' - 4 3/8"30' - 0"29' - 4 3/8"30' - 0"15' - 0"30' - 0"29' - 4 3/8"SEE CIVIL PLANS FORSIDEWALK LAYOUTProject Description:New 1 Story, 3 unit Cottage-Proposed Project Data:Occupancy Type: "R-1" ResidentialConstruction Type: Type V-BProject Zone: PUDBuilding Area per FBC Table 503Allowed: 7,000 sq. ft.Proposed Area under a/c: 2767 sq. ft.Proposed exterior Covered areas: 0 sq. ft.Total proposed Building Area: 2767 sq. ft.Occupancy Load per FBC Table 1004.1.1:2767 sf /200 gross s.f. = 14 occupantsBuilding Height, Mean Roof per FBC Table 503Allowed: 40’-0”Proposed: 15'-0"Interior Finish Requirements per Table 803.9Residential R-1 Occupancy, Sprinklered BuildingExits: Class “B”Exit Access: Class “C”Rooms and Enclosed Spaces: Class “C”dFIRM Flood Zone: AE 9 NAVD 9.0161 mph wind zone per Collier County GIS MapExposure CCategory 2Base Flood Elevation: 9.0 NAVDProposed 1st floor subfloor Elevation: 15.76 NAVDClimatic Zone: 2Legal Description:Section:17 Township:48 Range: 2517 48 25 NE1/4 OF NE1/4 + N1/2 OF SE1/4 OF NE1/4 + SW1/4 OF SE1/4 OF NE1/4, LESS R/W LESS ADDITIONAL RW DESC INOR 3583 PG 1537, LESS ADDT'L R/W DESC OR 4140 PG 3648 FOR VANDERBILT DR & WIGGINS PASS RDCurrent Codes:•FBC 2010•FBC Residential 2010•FBC Mechanical 2010•FBC Plumbing 2010•FBC Fuel Gas 2010•FBC Existing Building Code•FBC Energy Conservation 2010•FBC Test Protocols 2010•Florida Accessibility 2010•Florida Fire Prevention Code 2010•NFPA70/NEC 2008•Collier County LDCSDP BUILDING DATA- COTTAGEScaleProject numberDateDrawn byChecked byWilson Structural Consultants6731 Professional Parkway West Suite 103Sarasota, Florida 34240Tel: 941.907.4789. x 246Fax: 941.907.0576e-mail:rwilson@wilsonstructural.comCopyright 2015 All rights reserved.This drawing is the exclusive property andcreation ofLars W Young, Inc.and shall not be reproduced in whole or inpart without the express permission of Lars W.Young, Inc.Florida Registration # AR0016755Structural EngineerL a r s W . Y o u n g , I n c .A r c h i t e c t u r e6 9 6 1 S a b l e R i d g e L a n eN a p l e s , F l o r i d a 3 4 1 0 9p 2 3 9 . 5 9 1 . 8 8 9 9 f 8 8 8 . 5 9 4 . 2 1 8 2e m a i l : l w y a r c h @ g m a i l . c o mE3 Building Consultants3960 Via Del ReyBonita Springs, FL 34134Tel: 239.949.2405Fax: 239.949.3702e-mail:David.Brown@e3buildingsciences.comPME Engineer 1/4" = 1'-0"7/15/2015 1:59:29 PM C:\Users\Lars Young\Documents\13.307c Kalea Bay Cottages\1 Revit Files\Kalea Bay Cottages4b.rvtSDP-2Cottage FloorPlan13.309b10.02.14AuthorCheckerKalea BayCottagesLodge/Abbot Associates LLCKalea Bay aka KinsaleCondominium13910 Old Coast Road DriveNaples Fl 34110 1/4" = 1'-0"SDP-21SDP Cottage Floor PlanNo. Description Date 1st Floor Subfloor 12.5 NGVD0"Roof Lower Bearing (BUILDINGHEIGHT PER PUD)10' - 4"6" / 12"1561114222326323536383940424345464851521st Floor Subfloor 12.5 NGVD0"Roof Lower Bearing (BUILDINGHEIGHT PER PUD)10' - 4"DAFBECPRIMARY FACADELANDSCAPE SCREENING SEE LANDSCAPE PLANS FOR DETAILS1st Floor Subfloor 12.5 NGVD0"Roof Lower Bearing (BUILDINGHEIGHT PER PUD)10' - 4"2135419' - 6 7/8" ACTUAL BUILDING HEIGHT10' - 4" PUD BUILDING HEIGHT9.6 NGVD AVE ROAD GRADE1st Floor Subfloor 12.5 NGVD0"Roof Lower Bearing (BUILDINGHEIGHT PER PUD)10' - 4"213541st Floor Subfloor 12.5 NGVD0"Roof Lower Bearing (BUILDINGHEIGHT PER PUD)10' - 4"DAFBECSECONDARY ELEVATIONScaleProject numberDateDrawn byChecked byWilson Structural Consultants6731 Professional Parkway West Suite 103Sarasota, Florida 34240Tel: 941.907.4789. x 246Fax: 941.907.0576e-mail:rwilson@wilsonstructural.comCopyright 2015 All rights reserved.This drawing is the exclusive property andcreation ofLars W Young, Inc.and shall not be reproduced in whole or inpart without the express permission of Lars W.Young, Inc.Florida Registration # AR0016755Structural EngineerL a r s W . Y o u n g , I n c .A r c h i t e c t u r e6 9 6 1 S a b l e R i d g e L a n eN a p l e s , F l o r i d a 3 4 1 0 9p 2 3 9 . 5 9 1 . 8 8 9 9 f 8 8 8 . 5 9 4 . 2 1 8 2e m a i l : l w y a r c h @ g m a i l . c o mE3 Building Consultants3960 Via Del ReyBonita Springs, FL 34134Tel: 239.949.2405Fax: 239.949.3702e-mail:David.Brown@e3buildingsciences.comPME EngineerAs indicated7/15/2015 2:00:28 PM C:\Users\Lars Young\Documents\13.307c Kalea Bay Cottages\1 Revit Files\Kalea Bay Cottages4b.rvtSDP-3CottageElevations13.309b10.02.14AuthorCheckerKalea BayCottagesLodge/Abbot Associates LLCKalea Bay aka KinsaleCondominium13910 Old Coast Road DriveNaples Fl 34110 1/2" = 1'-0"SDP-35SDP- Section A Typical Wall 3/16" = 1'-0"SDP-31East Elevation 3/16" = 1'-0"SDP-32North Elevation 3/16" = 1'-0"SDP-33South (Front) Elevation 3/16" = 1'-0"SDP-34West ElevationNo. Description DateSDP Rev 2 7.13.15 Page 1 10.02.03 - Requirements for Site Development, Site Improvement Plans and Amendments thereof A. Generally. 1. Purpose. The intent of this section is to ensure compliance with the appropriate land development regulations prior to the issuance of a building permit. This section is further intended to ensure that the proposed development complies with fundamental planning and design principles such as: consistency with the county's growth management plan; the layout, arrangement of buildings , architectural design and open spaces ; the configuration of the traffic circulation system, including driveways , traffic calming devices, parking areas and emergency access ; the availability and capacity of drainage and utility facilities; and, overall compatibility with adjacent development within the jurisdiction of Collier County and consideration of natural resources and proposed impacts on those resources. 2. Applicability. All development , except as identified in LDC section 10.02.03 A.3, is subject to the provisions of this section. a. No building permit or certificate of occupancy shall be issued except in compliance with the approved site development plan , site improvement plan, amendment thereof, or pursuant to an approved Early Construction Authorization permit. b. No final local development order shall be issued or renewed for any regulated development that would allow development or change in use in violation of the LDC. c. All final local development orders issued in violation of the LDC are deemed invalid, and shall not confirm or vest any development right or property interest on the owner/operator or regulated development . d. Violation of the terms identified in the approved site development plan, site improvement plan, and amendments thereof shall constitute a violation of the LDC. 3. Exemptions from Site Development Plans and Site Improvement Plans. While the following land use activities shall be exempt from the provisions of LDC section 10.02.03, they are not exempt from other provisions of the LDC such as, but not limited to, landscaping, tree removal, development standards, and the submission requirements attendant to obtaining temporary use and building permits, unless otherwise stated in subsection 10.02.03 A.3. a. Single-family detached and two-family housing structure(s) on a lot(s) of record except as otherwise provided at section 4.02.02 ( cluster development ). b. Townhouses developed on fee simple lots under individual ownership, provided that a fee simple townhouse plat is approved in accordance with the provisions of LDC subsection 10.02.04 B.2.a.4 c. Underground construction; utilities, communications and similar underground construction type activities. d. Accessory and ancillary facilities for a golf course such as restrooms, irrigation systems, pump-houses where an early work authorization has been entered into with the county except where a land alteration permit is required by the LDC. e. Construction trailers and storage of equipment and materials following issuance of a building permit for the use to which said activities are a function of, pursuant to LDC subsection 5.04.03. Model homes and sales centers, except as otherwise provided by LDC section 5.04.04. f. Project entryway signs, walls, and gates. g. Signage proposed for the project in conformity with LDC section 5.06.00, sign regulations and standards. Page 2 h. Neighborhood parks , subject to the approval of a conceptual site plan depicting, on a 24″ by 36″ sheet, all site clearing; improvements, including fences and walls, playground equipment, walkways, picnic areas, and play areas; and minimum Code landscaping (irrigation will not be required). For the purposes of review fees only, this plan shall be treated as a conceptual site development plan , and the applicable review fee shall apply. i. Minimum landscape buffering . Under certain circumstances with neighborhood parks , there may be underlying health, safety and welfare concerns that necessitate deviation from the buffering required in section 4.06.02. The County Manager or designee will determine, on a case-by-case basis, whether such deviation is necessary. This determination will be made upon a request for determination from the applicant , which must include all reasons that would justify the deviation. The County Manager or designee will use factors including, but not limited to, the following when making a determination for deviation: (a) The geographic location of the neighborhood park ; (b) The effects that a lack of buffering will have on neighboring uses; and (c) The need to ensure that the public safety is maintained by providing law enforcement and other policing entities clear view of the activities occurring on the park premises. 4. Agricultural Exemptions. Due to its location or minimal impact on surrounding properties and probable minimal impacts under the site development plan review standards contained in section 10.02.03 B., standard application requirements as described in section 10.02.03 D., may be waived in part or in full by the County Manager or designee for agriculturally related development as identified in the permitted and accessory uses section of the rural agricultural zoning district; however, a site improvement plan as required by section 10.02.03 E. addressing the application requirements deemed necessary by the County Manager or designee shall be submitted to the Planning and Zoning Department for review and approval. * * * * * * * * * * * * * * B. Standards for Site Development and Site Improvement Plans. The County Manager or designee shall review and consider all site development plans and site improvement plans in accordance with the following standards: 1. Statements regarding ownership and control of the property and the development as well as sufficiency of conditions regarding ownership and control, use and permanent maintenance of common open space , common facilities, conservation/preservation areas, or common lands to ensure the preservation of such lands and facilities will not become a future liability of the county. 2. Development compliance with all appropriate zoning regulations and the growth management plan. The ingress and egress to the proposed development and its improvements, vehicular and pedestrian safety, separation of vehicular traffic from pedestrian and other traffic, traffic flow and control, traffic calming devices, provision of services and servicing of utilities and refuse collection, and access in the case of fire or catastrophe, or other emergency. Notwithstanding the requirement to comply with the foregoing provisions, the depiction on a PUD master plan or description of access or location of access points in a PUD ordinance, does not authorize or vest access to the major road system. The location, design, capacity, or routing of traffic for any specific access point will be determined by, and must comply with, the regulations for site development in effect at the time of site development plan approval. 3. The location and relationship of parking and loading facilities to thoroughfares and internal traffic patterns within the proposed development , considering vehicular and pedestrian safety, traffic flow and control, access in case of fire or catastrophe, screening and landscaping. 4. Adequacy of recreational facilities and open spaces considering the size, location, and development of these areas with regard to adequacy, effect on adjacent and nearby properties as well as uses within the proposed development , and the relationship to community-wide open spaces and recreation facilities. Page 3 5. Adequacy of the proposed landscape screens and buffers considering preservation of the development's internal land uses as well as compatibility with adjacent land uses. 6. Water management master plan on the property, considering its effect on adjacent and nearby properties and the consequences of such water management master plan on overall county capacities. W ater management areas shall be required to be maintained in perpetuity according to the approved plans. Water management areas not maintained shall be corrected according to approved plans within 30 days. The engineer of record, prior to final acceptance, shall provide documentation from the stormwater maintenance entity; indicating that said entity has been provided information on how the stormwater systems functions and indicating responsibility for maintenance of the system. 7. Adequacy of utility service, considering hook-in location and availability and capacity for the uses projected. 8. Signage proposed for the project in conformity with LDC section 5.06.00, and a unified sign permit shall be applied for with the submittal packet for the site development or site improvement plan. 9. Architectural design of the building for all commercial developments located in any commercial zoning district. 10. Outdoor serving areas shall be explicitly detailed on the site plan, showing layout of chairs, tables, benches, bars and other serving area features as may be requested. The plan shall clearly indicate that the location is unenclosed and provide information on hours of operation, whether or not live performance music/amplified sound will be provided as entertainment and the approximate distances of all adjacent residential zoning districts or residential uses within 2500 feet of the location. a. The County Manager or designee may require additional landscape buffering beyond LDC requirements, the relocation of the outdoor serving area to another part of the development , the installation of sound attenuation devices, limitations to hours of operation and further restrictions on outdoor entertainment and amplified sound which, in their professional judgment, will help to mitigate the impacts of the outdoor serving area on adjacent residential zoning districts and/or residential uses. b. Within 30 days from an applicant's first designation of the use in a site development plan , it shall be within the discretion of the County Manager or designee to deny approval of such site development plan if, in the professional judgment of the County Manager or designee, such use is believed to be not compatible with or has the potential to cause a deleterious effect upon an adjacent residential use. c. Notice of such denial shall be promptly mailed to the applicant for the site development plan . The applicant and staff will meet at their earliest convenience to discuss and attempt to resolve the compatibility issues, which can include, but is not limited to, moving the questioned use to another location within the development . d. Should the parties be unable to reach a solution, the matter will be promptly referred to the Collier County Planning Commission. At a publicly noticed hearing, the Planning Commission will review the proposed use and make a finding as to: (1) whether the proposed use was intended for this site, and (2) whether such use can be made compatible with the adjacent residential zoning districts and/or uses through the imposition of certain conditions or restrictions, including but not limited to locating the use to another location within the development , additional buffering, sound attenuation devices, limitations on hours of operation, requirement of a vestibule, walls, and relocation of dumpsters. e. Should either the County or the applicant be unwilling to abide with the findings and recommendations of the Planning Commission, the matter will then be forwarded to the Board of County Commissioners f or a public hearing, to be conducted in the same manner Page 4 as LDC Section 10.08.00, except that for notice purposes 10 days prior notice by publication will be sufficient. 11. Such other standards as may be imposed by the LDC, the growth management plan or o ther applicable regulations for the particular use or activity proposed. C. Conceptual site development plan review and approval. At the request of the applicant and subject to the applicable fee set forth in the schedule of fees, the Planning and Zoning Department will complete a conceptual review and issue a written summary of issues of concern and conceptual approval. This conceptual approval shall not mean that the project has received final approval, it shall only indicate that the project is in substantial compliance with the requirements of the LDC and may be approved subject to further review, changes and modifications. D. Site Development Plan Requirements (SDP). A pre-application meeting shall be conducted by the County Manager or designee prior to the submission of any site development plan for review. This meeting may be waived by the County Manager or designee upon the request of the applicant . 1. Application. The Administrative Code shall establish the process and submittal requirements for a site development plan . A site development plan application shall include, but not be limited to, the following information in order to illustrate compliance with LDC standards and other State, Federal, and local agency requirements. a. Zoning designation of the subject and adjacent properties. b. Site plan with existing and proposed buildings and structures , including dimensions, heights, setbacks , and separations. Parking, open space, preserves, and other applicable land uses shall be identified on the site plan. c. Architectural plans. d. Environmental Data, as applicable. e. Landscape plans. f. Streetlight plans. g. Transportation system, sidewalks , and pathways , including all ADA information. h. Stormwater management plan including all technical specifications and design computations. i. Utility information, including existing and proposed facilities. j. Trash and recycling information. k. Building plans. l. Information from the Fire Code, including Fire Hydrant Flow test report, if applicable. m. Information from the Standard Building Code, including type of construction, number of stories, total square footage under roof, occupancy/use and fire sprinkler in tentions of all proposed structures so that a fire flow may be determined. n. Site construction plans, including all technical specifications and design computations. o. Any additional relevant information as may be required by the County Manager or designee. 2. Projects subject to the provisions of LDC section 5.05.08 shall submit architectural drawings that are signed and sealed by a licensed architect registered in the State of Florida. 3. The engineering plans shall be signed and sealed by the applicant's professional engineer, licensed to practice in the State of Florida. 4. The landscaping plans shall be signed and sealed by the applicant's landscape architect, registered in the State of Florida. Page 5 5. Construction and Completion of Site Development Plan Improvements. a. Pre-construction meeting. A pre-construction meeting shall be held prior to construction. All necessary permits and necessary applications requiring county approval and other permitting and construction related items, including but not limited to the items noted below, shall be submitted prior to the pre-construction conference. If approved by the County Manager or designee, an applicant may submit Federal, State and local agency permits at the pre-construction meeting: i. Florida Department of Environmental Protection water and sewer facilities construction permit application. ii. Excavation permit application. iii. A Notice of Intent (NOI) to issue either a Florida Department of Transportation and/or a Collier County right-of-way permit. iv. Blasting permit prior to commencement of any blasting operation. v. South Florida Water Management District permit, if required, or, Collier County general permit for water management prior to site development plan approval. vi. Interim wastewater and/or water treatment plant construction or interim septic system and/or private well permits prior to building permit approval. vii. Any additional state and federal permits which may be required prior to commencement of construction, addressing the impacts on jurisdictional wetlands and habitat involving protected species. viii. All other pertinent data, computations, plans, reports, and the like necessary for the proper design and construction of the development that may be submitted. ix. All necessary performance securities required by Collier County ordinances in effect at the time of construction. x. The following permits, if applicable require final approval and issuance prior to the County pre-construction meeting: (a) Florida Department of Transportation right-of-way Construction Permit. (b) Collier County right-of-way permit. b. Performance securities for site development plans . In the case of multi-family the developments with individually owned units which are served by subdivision type improvements, i.e. driveways which function as access roads and drainage improvements, the developer shall be required to post a performance security in a form as outlined in LDC section 10.02.04 F. Calculations for the amount of the security s hall be determined as outlined in LDC section 10.02.04 F. The performance security shall be accepted by the county prior to the issuance of the first certificate of occupancy for the site development plan . Upon a satisfactory final inspection of the improvements, which shall be no later than 24 months from approval of the site development plan , the performance security shall be returned to the developer. One year extensions may be granted by the Engineering Services Director. c. Completion of site development plans . Upon completion of the infrastructure improvements associated with a site development plan , and prior to the issuance of a certificate of occupancy, the engineer shall provide a completion certificate as to the improvements, together with all applicable items referenced in LDC section 10.02.05 B.2. Upon a satisfactory inspection of the improvements, a certificate of occupancy may then be issued. E. Site Improvement Plan Requirements (SIP). Page 6 1. Criteria for site improvement plan review. A site improvement plan may be reviewed if the development proposal meets all of the following criteria: a. The project involves a site which is currently improved with principal structures , parking facilities, water and sewer services, and defined ingress/egress. b. The proposed use will not require an expansion of the existing impervious areas to a degree which would require an engineering review or otherwise affect on-site surface water management facilities as may be documented by waiver letters from the South Florida Water Management District or Collier County where applicable. c. Written documentation from appropriate agencies acknowledging that water and sewer services are available at the site and are adequate to serve the proposed use. d. Public utility ancillary systems in Collier County will be permitted as insubstantial changes to the Site Development Plan or Site Improvement Plan approved for the water treatment plant, wastewater treatment plant or other facility to which the public utility ancillary systems are subordinate, provided that the requirements of Section 5.05.12 are met. More than one (1) ancillary use may be permitted with one (1) application provided that all uses are connected by the same pipeline. The insubstantial change submittal shall include a signed and sealed boundary survey of the property or lease parcel ; a copy of recorded deed or lease agreement; a recent aerial photograph of the project area; a master plan showing all public utility ancillary systems subordinate to the main water treatment plant, wastewater treatment facility, or irrigation quality (IQ) syst em; and a site plan prepared on a twenty-four inch by thirty-six inch sheet drawn to scale and setting forth the following information: i. The project title, utility owner, address and telephone number. ii. Legal description, scale, and north arrow. iii. Zoning designation of the subject site(s) and adjacent sites and the proposed use of the subject site. iv. Location, configuration and dimensions of all building and lot improvements. v. Location and dimension of access point(s) to the site. vi. Location of existing and proposed landscaping with specifications as to size, quantity and type of vegetation. vii. All required and provided setbacks and separations between structures in matrix form. viii. Any additional relevant information as may be required by the County Manager or designee. 2. Application for site improvement plans. A pre-application meeting shall be conducted by the County Manager or designee, prior to the submission of any site improvement plan for review. This meeting may be waived b y the County Manager or designee upon the request of the applicant . a. The Administrative Code shall establish the process and submittal requirements for site improvement plans. b. Projects subject to the provisions of LDC section 5.05.08 shall submit architectural drawings that are signed and sealed by a licensed architect registered in the State of Florida. c. The engineering plans shall be signed and sealed by the applicant's professional engineer, licensed to practice in the State of Florida. d. The landscaping plans shall be signed and sealed by the applicant's landscape architect, registered in the State of Florida. Page 7 3. Site improvement plan completion. Upon completion of the required improvements associated with a site improvement plan, and prior to the issuance of a certificate of occupancy, the applicant's engineer shall provide a completion certificate as to the improvements, together with all applicable items referenced in LDC section 10.02.05 B.2. Upon a satisfactory inspection of the improvements, a certificate of occupancy may then be issued. F. Site plan with deviations for redevelopment projects. 1. Purpose. A site plan with deviations shall provide a means for a redevelopment project to seek dimensional deviations, excluding height, arc hitectural deviations, and deviations from site features, such as but not limited to, landscaping, parking, and buffers, from the standards established in the LDC when the passing of time has rendered certain existing buildings, structures or site features nonconforming . 2. Applicability. A site plan with deviations may be requested for the redevelopment of a site which meets the criteria for a site development plan , site development plan amendment or a site improvement plan as established in LDC section 10.02.03. Except for the requested deviations, the site development plan or site improvement plan shall comply with LDC section 10.02.03. For purposes of this section, "Redevelopment" shall mean the renovation, restoration, or remodeling of a building or structure , or required infrastructure, in whole or in part, where the existing buildings , structures or infrastructure were legally built and installed. 3. Application. The Administrative Code shall establish the process and submittal requirements for a site plan with deviations for redevelopment projects application. a. Requested deviations shall be clearly delineated and justified in the petition. Project enhancements to offset or minimize the deviations shall also be clearly stated. b. Projects subject to the provisions of LDC section 5.05.08 shall submit architectural drawings that are signed and sealed by a licensed architect registered in the State of Florida. c. The site construction plans shall be signed and sealed by the applicant's professional engineer, licensed to practice in the State of Florida. d. The landscaping plans shall be signed and sealed by the applicant's landscape architect, registered in the State of Florida. e. The survey shall be signed and sealed by the applicant's professional surveyor and mapper, registered in the State of Florida. 4. Staff review and recommendation. Based upon evaluation of the factors set forth in LDC section 10.02.03.F.8, County Staff shall prepare a report containing their review findings and a recommendation of approval, approval with conditions, or denial. 5. Public notice. Public notice of the hearing shall be as required by the LDC section 10.03.06 Q and Chapter 6 of the Administrative Code. 6. Public hearing. The Hearing Examiner shall hold at least one public quasi-judicial hearing to review the proposed site plan with deviations. a. Review. The Hearing Examiner shall hear the petition following receipt of the staff report and application by the Office of the Hearing Examiner. At the p ublic hearing, the Hearing Examiner shall consider the applicant's justification for the requested deviations, the staff report, the standards of approval and any other relevant testimony and evidence. b. Decision. The Hearing Examiner shall render a decision to approve, approve with conditions, or deny the requested deviations within 30 days of the public hearing. If approved, or approved with conditions, the decision shall specifically note the deviations and the basis for their approval. A decision by the Hearing Examiner shall be rendered prior to the issuance of the approval letter by the County Manager or designee for the site plan. 7. Standards for approval. The petition shall be reviewed for consistency with the following standards: Page 8 a. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district. b. The proposed development is consistent with the Growth Management Plan. c. The development shall have a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole. d. The total land area within the development and the area devoted to each functional portion of the development shall be adequate to serve its intended purpose. e. Streets, utilities, drainage facilities, recreation areas, sizes and yards, architectural features, vehicular parking and loading facilities, sight distances, landscaping and buffers shall be appropriate for the particular use involved. f. Visual character of the project shall be equal or better in quality than that required by the development standards for the zoning district. The visual character of the project shall be better in quality than the existing project before redevelopment and after it was first permitted. g. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee. h. Deviations shall be clearly delineated in the petition and shall be the minimum required to achieve the goals of the project and comply with these standards. i. The petitioner has provided enhancements to the development . j. Approval of the deviation will not have an adverse effect on adjacent properties. 8. Timeframe. Time limits for site plans will be pursuant to LDC section 10.02.03 H. G. Amendments and insubstantial changes. Any proposed change or amendment to a previously approved site development plan shall be subject to review and approval by the County Manager or designee. Upon submittal of a plan clearly illustrating the proposed change, the County Manager or designee shall determine whether or not it constitutes a substantial change. In the event the County Manager or designee determines the change is substantial, the applicant shall be required to follow the review procedures set forth for a new site development plan . 1. Site development plan amendments (SDPA). A substantial change, requiring a site development plan amendment, shall be defined as any change which substantially affects existing transportation circulation, parking or building arrangements, drainage, landscaping, buffering, identified preservation/conservation areas and other site development plan considerations. 2. Site development plan insubstantial changes (SDPI). The County Manager or designee shall evaluate the proposed change in relation to the following criteria; for purposes of this section, the insubstantial change procedure shall be acceptable where the following conditions exist with respect to the proposed change: a. There is no South Florida Water Management District permit, or letter of modification, needed for the work and there is no major impact on water management as determined by the Engineering Services Director. b. There is no new access proposed from any public street , however minimal right-of-way work may be permitted as determined by the Transportation Planning Director. c. There is no addition to existing buildings (air-conditioned space) proposed, however a maximum area of 300 square feet of non-air-conditioned space used for storage, or to house equipment, will be permitted. d. There is no proposed change in building footprint or relocation of any building on site beyond that needed to accommodate storage areas as described in LDC section 10.02.03 G.2.c, above. Page 9 e. The change does not result in an impact on, or reconfiguration of, preserve areas as determined by the Natural Resource Director. f. The change does not result in a need for additional environmental data r egarding protected species as determined by the Natural Resources Director. g. The change does not include the addition of any accessory structure that generates additional traffic as determined by the Transportation Planning Director, impacts water management as determined by the Engineering Services Director, or contains air - conditioned space. h. There are no revisions to the existing landscape plan that would alter or impact the site development plan (as opposed to only the landscape plan) as determined by the landscape architect. H. Time limits for review, approval, and construction of site development plans , site improvement plans, and amendments thereof. 1. Site development plans , site improvement plans, and amendments thereof, will remain under review so long as a resubmittal in response to a county reviewer's comments is received within 270 days of the date on which the comments were sent to the applicant . If a response is not received within this time, the application for the site development plan , site improvement plan, and amendments thereof will be considered withdrawn and cancelled. Further review of the project will require a new application subject to the then current LDC. 2. Approved site development plans , site improvements plans, and amendments thereof shall remain in force for 3 years from the date of approval, as determined by the date of the approval letter. If construction has not commenced within 3 years, the approva l term will expire and the approval of the site development plan , site improvement plan, and amendments thereof is of no force or effect. An amendment to the SDP may be applied for and may be granted prior to the original expiration date, so long as the proposed amendment complies with the LDC requirements in force at the time of the SDP amendment submittal. Two-year extensions for the approved site development plan, site improvement plan, and amendments thereof may be granted. A maximum of 2 extensions may be granted before an amendment is required. 3. Once construction has commenced, the approval term shall be determined as follows. The construction of infrastructure improvements approved under a site development plan , site improvement plan, or amendments thereof shall be completed, and the project engineer's completion certificate provided to the Engineering Services Director, within 30 months of the pre - construction conference, which will be considered the date of commencement of construction. Two-year extensions to complete construction may be granted. A maximum of two extensions may be granted before an amendment is required and the extension is reviewed for LDC compliance. Each request should provide written justification for the extension and shall be submitted to, and approved by the County Manager or designee prior to expiration of the then effective approval term. Thereafter, once the site development plan , site improvement plan, or amendments thereof approval term expires the site development plan , site improvement plan, or amendments thereof is of no force or effect. I. Electronic data requirements for sitedevelopment plans, site improvement plans, and amendments thereof. After the final site plan has been approved by the County Manager or designee for compliance with the LDC, as provided in this section, the applicant's professional engineer shall also submit digitally created construction/site plan documents, 1 disk (CDROM) of the master plan fil e, including, where applicable, easements , water/ wastewater facilities, and stormwater drainage system. The digital data to be submitted shall follow these formatting guidelines: All data shall be delivered in the state plane coordinate system, with a Florida East Projection, and a North American Datum 1983/1990 (NAD83/90 datum), with United States Survey Feet (USFEET) units; as established by a Florida registered professional surveyor and mapper. All information shall have a maximum dimensional error of +0.5 feet. Files shall be in an AutoCAD (DWG) or Digital Exchange File (DXF) format; information layers shall have common naming conventions (i.e. right-of-way —ROW, centerlines—CL, edge-of- Page 10 pavement—EOP, etc.). For a plan to be deemed complete, the layerin g scheme must be readily understood by county staff. All property information ( parcels , lots , and requisite annotation) shall be drawn on a unique information layer, with all linework pertaining to the property feature located on that layer. Example: parcels —All lines that form the parcel boundary will be located on 1 parcel layer. Annotations pertaining to property information shall be on a unique layer. Example: Lot dimensions—Lottxt layer. (Ord. No. 05-17, § 3; Ord. No. 05-27, § 3.UU; Ord. No. 06-07, § 3.T; Ord. No. 06-63, § 3.QQ; Ord. No. 07-67, § 3.S; Ord. No. 08-10, § 3.F; Ord. No. 08-11, § 3.O; Ord. No. 08-63, § 3.II; Ord. No. 09-43, § 3.B; Ord. No. 10-23, § 3.PP; Ord. No. 12-38, § 3.EE; Ord. No. 13-56, § 3.KK; Ord. No. 13-58, § 1.B; Ord. No. 16-27, § 3.V) Section 10 Site -Plan Includes: a. Survey and Legal Descri tp ion on the next following page b. Site Plans 'Project No: 2003120052 Project Name: KINSALE CONDOMINIUM PHASES II -VI BOX # 2269697 Application No: SDP -2004 -AR -5284 OLD SDP NO: Approval Date: Township: Range: Section: CDES OPS / SCN 0016 July 18, 2003 ( Version 1 / Revision 0) 6/12/08 48S 25E 8,16,17&20 i LEGAL DESCRIPTION « 1 ' • • • • A PORTION OF LEGAL DESCRIPTION (CONTINUED) \ SECTIONS 8,16,17 AND 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST LEGAL DESCRIPTION (CONTINUED_) THENCE RUN N.8824'40'E (SHOWN IN ERROR. AS N.88 26 40 E /N THE OFFICIAL RECORDS), ALONG SAID • COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: NORTH UNE FOR 3449.51 FEET TO THE BEGINNING AT THE SOUTHEAST CORNER OF LOT 4 OF SAID WIGGINS PASS LANDINGS UNIT E NORTHEAST CORNER OF SA/D SECTION 17,• THENCE RUN ADD/TION,• THENCE N.89 52'20"W. ALONG THE SO T NO.1 •'' . •. • ' • ' •' , ' ' \ 5 027'30"E., ALONG THE EAST UNE OF SAID SECTION 7 SOUTHERLY UNE • \ I 1 ,FOR 2690.04 FEET SHOWN /N ERROR AS 599.96 FEET TO THE SOUTHWEST CORNER OF OF SAID LOT 4, A DISTANCE OF ....... ...... .. .. ... ss 9' .. ..... . . ....... I PARCEL 1 ( SAID LOT 4 TH 2689.35 FEET /N THE OFr7C/AL RECORDS), TO THE EAST OUARTtR CORNER; THENCE RUN 5.026'00" CORNER OF LOT 10 E SAME BEING THE SOUTHEAST \ I (SHOWN /N ERROR ASS 0 26'00"W IN TN '' E. BLOCK I OF SAID W/GG/NS PASS LANDINGS O THE SOUTHERLY 548 FEET OF A TRACT OF LAN E 'OFFICIAL RE GS UNIT N0.1 .... . hN. O -cam .. O• • 7R A CT'ti L I T, COLLIER COUNTY, FLORIDA,FLOR/DASAID TRACT BEING DESCRIBED OF BEGINNING EXCO UNIT N0.1 ,A DISTANCE N.89- CTJON 8, TOWNSHIP 48 SOUTH, RANGE 2 17, FOR 2584 65 FEET TO THE POINT RDS), ALONG THE EAST UNE OF SAID SECTION ALONG THE SOUTHERLY UNE OF SAID WIGGINS PASS LANDINGS U 2 20"W., CEP TING THEREFROM (1) THE EAST 1/2 OF THE FEET TO THE SOUTHWEST CORNER OF SAID WIGGINS PASS LAND/NGS NCE OF 1400.65 \ S 9 EAS ECR/BED AS. BEGINNING AT THE SOUTHEAST NORTHEAST 1 4, UNIT NO. THENCE R. BOOK 1323 PAGE 1083 8 I CORNER OF GOVERNMENT LOT 4, SAID SECTION 8, RUN S 8824 40"W. S / (2) THE NORTHEAST 1/4 CF THE SOUTHEAST 1 4 3 N.0074 00 W. (SHOWN IN ERROR AS S 8826'40"W. SOUTHER / , () INE NORTHEAST 1 4 OF THE , ALONG THE WESTtRLY LINE OF SAID e i3' Pad S'2I .. ' ST 1/4, OF THE SOUTH / lD WIGG/NS PASS EAST J 4 LANDINGS UNI ALL /N A/ T N0.1 � ... .. .. ... .. .'.'.'.'.•.'.•.'.�.'\'. ';�� .. ::::: � off .....................' ....•....'... ..� .'.'.'.'.'.'., IN O.R. BOOK 68 PAGE 235. O.R. BOOK 87, PAGE 439 A fi / . SAID SEC770N 17; AND EXCEPTING THE RIGHT -OF- DISTANCE OF 1608.90 FEET, THEN( ! •••�••.•.'.'.'.'.'.',',• ' ' ' ' ' ' ' ' ' � , • ......',',',��' ' ' ' ' ' ' ' ' �• •�• ... � \. I BOOK 218, PAGE ' THROUGH 447,• O.R. BOOK 167, PAGE 692; O.R. FOR STA WAY EN.3426'1 5 E, ALONG SAID WESTERLY LINE, A D/STANCE OF 9 84; HEREINAFTER C17t0 AS OFFICIAL RECORDS), ALONG THE SOUTH UNE OF SAID OF THE SOUTHEAST (VANDERBILT ORIV+c), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 1 4 ON THE NORTHERLY UNE OF SAID WG GINS 439 38 FEET TO A POINT GINS PASS LANDINGS UNIT N0.1 • ' ' ' ' ' ' ' ' ' ' I GOVERNMENT LOT 4 AND THE WESTERLY PROLONGATION OF SAID SOUTH UNE, FOR 776.71 FEET T 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17 TOWN THENCE N.87'48'00"E. ALONG \ lN7tRSEC770N TO AN SHIP 48 SO SAID '. .'.'.'.'.'.•.•.•.'.'.'.'.'.'.'. .'. .•.' '• •' ••'.'^\,' �- ---->� .'` ,.'. .'.'. F.C.M. I• Ks �, "c. ,' - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F.R.R.S 447 SURVEYOR'S A O.R.RBOOK 87, PAGES 439 THROUGH CORNER OF 77 -IE SOUTHEAST 1 4 OF 1NRA OT 3, BLOr°R 3 �RLYSAU/NE N AGREED BOUNDARY LINE AS RECORDED /N 0DESCRIBED AS FOLLOWS• FROM THE NORTHEAST RANGE 25 EAST, NORTHEAST CORNER OF L A DISTANCE OF 1481.48 FEET TO THE ( NOTE. ALTHOUGH O.R. BOOK 167, PAGE 692 AND O.R. BOOK 218, PAGE 484 INDICA T' OF THE SOUTHEAST 1/4 OF SECTION 17, RU{V S 89 53'18"W. FOR 50 / E SOUTHEAST 1/4 D WIGGINS PASS LANDINGS UNIT NO.1; THENCE N�97 32J 1908.29 \ A t THENCE RUN 5.89 53'18"W c- FEET, TO THE POINT OF BEGINNING; S 0272'00 E A DISTANCE OF 163.77 FEET TO THE NORTHWEST CORNER OF LOT ' • ' ' ' ' ' ' ' ' o \ yt�. ' . ' . • . ' . ' . ' .. c THAT THE AGREED BOUNDARY UNE /S FOUND /N D.R. BOOK 63, PAGE 235, THE BEARINGS AND .FOR 186.65 FES., TO A POINT ON BULKHEAD SAID W/GG/NS PASS LANDINGS 1, BLOCK 3 OF DISTANCES ARE /N EFFECT THOSE RECITED /N A LA TER EAD LINE A S SHOWN ON PLAT UNIT N0.1; THENCE N. 87 48'00 E A D/STANCE OF 2 c . ... ... \ \ o -�,`�� • • N80d 20 � 190Z 82'(L' THEREOF RECORDED /N BULKHEAD UNE PLAT BOOK 1 PA THE NORTH 00, 00 FES T To ' d �� ~`�� \ I PAGES 439 THROUGH 447), OF THE PUBLIC RECORDS �EXCY,ANGE OF QUIT CLAIM DEEDS O.R. BOOK 87, COUNTY, FLORIDA " GE 7, OF 7NE PUBLIC RECORDS OF COLLIER EAST CORNER OF SAID LOT 1; THENCE 5027200"E. A .................'.'\'.\ ...... / .......... ! BAY COUNTY,HENCE R THENCE RUN S 4171 03 1H: FOR 133.10 FEET, ALONG SAID BULK SAID W/GG/NS PASS LANDINGS UNIT N0.1 LONG THE EASTERLY UNE OF _ FOREST COLDER CO FLORIDA;FLOR/DA; 7 8N.2971'40"W,, ALONG SAID AGREE BOUNDARY LINE, FOR 300 FtET, THENCE RUN N.300'00" UN HEAD UNE, THENCE OF LOT 1, BLOCK 1 F A DISTANCE OF 668.16 FEET TO THE SOUTHEAST CORNER ``` I W., ALONG RUN S.006'42"E„ FOR 120 FEET, THENCE RUN N. 8953'18"E., FOR 275.72 FEET TO A P 0 SAID WIGGINS PASS LAND/NGS N o SAID AGREED BOUNDARY UNE, FOR 961.43 FEET SHO 0/NT ON THE UNIT NO. THE SAME BEIN WEST R/GHT-OF-WAY LINE OF STAT' �_ CORN G THE NORTH ( t ROAD ER OF LOT 1 F EAST \ P.B. 13 PAGE 27-29 I WN /N ERROR AS 961,30 FEET IN THE OFF/ 865A , " 0 SAl ` •� (IAL (VANDERBILT ORI D WIGGINS PASS VE : THE LANDINGS RUN N, UNIT N 22o FE o 26 00 0. r A RECORDS); THENCE RUN N.67:30'00"W. A �- ET T W. F ADD/770N, \.'�rFIELD LOCATED MEAN HiCH WATER O THE POINT OF BEGINNING. PLUS A OR ALONG THE EASTtRLY UN ON' THENCE S 0272 00E. • G Z LINE ELEVATION = 1 40 HCVD 1329 'tip LONG SAID AGREED D BOUNDARY UNE, FOR 1397.99 FEET ANY LAND ADDED THERETO E OF SAID WIGGINS PA \ I (SHOWN AND BY ACCRETION OR RELICTION, SS LANDINGS UNIT NO.1 ADDI TION c i . ' . ' . ' •�. , N PROVIDED BY THE DEPARTMENT OF ('. IN ERROR AS 1397.01 FEET /N THE OFFICIAL RECORDS); THENCE RUN N. LESS AND EXCEPT ANY LAND LOST THEREFROM 1209.93 FEET TO THE POI A DISTANCE* OF 2231'00"W., (SHOWN /N ERROR BY SUBMERGENCE OR EROSION. NT OF BEGINNING, PARCEL CONTAINS 88.56 ,ACRtZ MORE OR LESS ENVIRONMENTAL PROTECTION DA rA `� I (BEARINGS REFER TO WIGGINS PASS \ �/ AS N.2230'00"W. IN THE OFFICIAL RECORDS), ALONG SAID AGREED BOUNDARY LINE, FOR 944,72 FEET, LANDINGS UNIT N0.1 ADDI LOCATED 10/25/99 THROUGH 03/06/01. ``�� THEREOF RECORDED INP TION, ACCORDING TO _7HE PLA T ' I THENCE RUN NORTH, ALONG SAID AGREED BOUNDARY LINE, FOR 99.92 FEET, TO AN IN P.gRC'E 9 LAT BOOK 10 P 7FRSEC770N WITH L AGE 81 OF THE PUBLIC Rc�� .__ ;,AUNTY, THE WESTERLY PROLONGATION OF THE NORTH UNE OF GOVERNMENT LOT 3, SAID SECTION 8; THENCE FLORIDA).1 ....'.'.'.'.......'. .' (SCALED FRXOM 1 SHOOR0 AE VEGETATION J •. . . f`' ( \ - ^--- . .\.'\' DATED AERIAL O) � � '� `ti RUN N,008'53E (SHOWN /N ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.82 FEET,• THENCE O''`AT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17 TOWN L PHor I 5.59 00'00 E, FOR 81568 FEET, TO AN INTERSECTION w/ RANGE 25 EAST, COLLIER COUNTY, FLORIDA, ° ESCR/BE SHIP 48 SOU1N, PLUS ANY LAND ADDED THERETO . � ( NOVEMBER 1996) I .i . • 7N SA WESTERLY PROLONGATION OF THE D AS FOLLOWS: FROM A POINT OF BY ACCRETION OR RELIC770N AND LESS AND EXCEPT ANY LAND THE NORTHWEST CORNER OF 1N BEGINNING AT LOST THEREFROM BY SUBMERGENCE OR EROS/ON. ' ',•.•••.•.•••.•.•,•.•.•.•••.•.••,.,......'... ...........'\'.\.'. ',',',',',' ' �Iz` \, I NOR7N UNE OF SAID GOVERNMENT LOT 3• THENCE RUN N.8972 20E, ALONG SAID WESTERLY E SOUTHEAST J/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17 RUN n�, �" PROLONGATION AND ALONG THE NORTH LINE OF SAID GOVERNMENT LOT 3, FOR 1907.82 FEET, TO THE N.89 40'55'1., FOR 560.24 FEET, ALONG THE NORTH UNE OF THE SOUJ7fEAST 1 4 OF THE SOUTHEAST AND LESS \ I NORTHEAST CORNER OF SAID GOVERNMENT LOT 3, THENCE RUN S 0023'10 E, ALONG 7N 1/4 OF SAID SECTION 17, TO A POINT ON THE / AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPS BULKHEAD UNE AS SHOWN ON P PROPERTY. '\' 1 (l , { NOT A PART E EAST LINE OF IN BULKHEAD UNE PLAT BOOK 1, PAGE 7, O,r THE PUBLIC RECORDS OFC LAT THEREOF RECORDED SAID GOVERNMENT LOT 3 AND SAID GOVERNMENT a OLL/ER COUNTY FLORI A P .. ' ' "�� \ ''�, � •' • � ;'� (EXCEPT/ON FROM PARCEL 1) \ BEGINNING. PLUS ANY LAND ADDED THERETO LOT FOR 2744.30 FEET, TO THE POINT OF THENCE R DA; ORTION OF AN BY ACCRET'ON OR RELIC770N, AND LESS AND EXCEPT UN N.026'00"W., FOR 100 Ftt1, ALJNG SAID BU LAND LOCATED /N THE EAST 1/2 OF SECTION 2 EPT ANY BULKHEAD LINE; it =NCE RUN S 89 4 EAST OF CO TOWNSHIP 48 SOUTH RAN ( ' ` �_�'r '�, y 0 55 "YV , FOR LL/ER COUNTY, FLORIDA,FOR/DA B GE 25 s I LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. 560.23 FEET, ALONG SAID BEING M . . . \ '\ 1 \ 1 SOUTHWEST FLORIDA LAND ••.•.•.•.,.•.•.•.•.•.•. .•.•.•. .•.•.•.•. .'. .'.'.'. .'.'.'.' '.:\' ,• \ \ .•. .• `�x � I`1 PRESERVA170N TRUST INC. \ D BULKHEAD UNE, TO A POINT ON THE WEST UNE OF THE NORTHEAST 1/4 OF ORE PARTICULARLY DESCRIBED AS FO LLOWS: �.`�_`t �, QR. 1523, PAGE 1427 THE SOU7HEAST 1/4 OF SAID SEC77ON 17; T>,ENCE RUN S 02541E, FOR 100.00 FEET T COMMENCING AT 1N PARCEL 5 BEGINNING. PLUS ANY LAND ADDED THERETO 3Y ACCRETION OR REUCT)ON, AND LESS O THE POINT OF E SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SEC77ON c c AND EXCEPT ANY N.02' 12'00"W., ALONG THE EASTERLY UNE OF SAID SOUTHEAST 1 4 A DISTANCE 20 77'�NC� . y QR. BOOK 2119 PAGE 170 LAND LOST THEREFROM BY SUBMERGENCE OR EROS/ON. FcT, 1�IENCE / CE OF 1970.20 I THE NORTHWEST 1/4 OF SEC77ON 16 /N TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY F S 87'48'00 W., A D/STANCE OF 50.00 FEET TO A P } LOR/DA, PARC'c1 10 RIGHT -OF -WA DINT ON THE WESTERLY I FIELD LOCATED MEAN HIGH WATER \ EXCEPTING THEREFROM THE RIGHT-OF-WAY FOR STATE ' Y UNE OF VAND I ERB/L T ORI VE A . .. .. , ... ... .... .... .... .. ROADS S -865A ALSO K 100.00 ( KNOWN AS VANDERB/L T FOOT RIGHT -OF -WA ....... ....................... ,�' r . . • • . . . . . . . . • . . . . . > . • . . . . . . . . . . � � ' . . . . ,' LINE ELEVATION = 1.40 NGVD 1929 ORlVE AND A Y AND CORNER OF LOT 1 BLOCK 3, WIGGINS PA THE NORTHEAST O.R.BOOK 1480 PAGE 1861 ) S-8658 (ALSO KNOWN AS WIGGINS PASS ROAD . BEGINNING AT THE SOUTHEAST CORN �' SS LAN ER OF SEC77ON 2 DINGS, UNIT N0.1 . o . . .'.'.'.'.'.'. .... ... .. .. .. .... ... . ... I ) 0, TOWNSHP ACCORDING D NG TO 7N I 48 SOUTH, RANGE 25 EAST COLLIER THEREOF RECORDED /N PLAT E PLA T O I ,I PROVIDED BY THE DEPARTMENT OF \ COUNTY, FLORIDA BOOK f0 AT RUN N.89 52 20"W., ALON , PAGE 44, OF THE PUBO � d • ' • ' • ' • ' ' • • . � � t ENVIRONMENTAL PROTECTION DATA C THE SOUTH C RECORDS N , N S,\ LOCATED 10/25/99 THROUGH ,03/06/01. UNE OF SAID SECTION FLORIDA THE OF COLLIER COON v 20, FOR 2053.75 FEET, SAME BEING THE POINT OF BEGINNING OF THE PARCEL OF cDESCRIBED.�' o 4/6, . p \ I h PARCEL 6 7NENCc RUN N. 00'14'00 "W. FOR 1698.91 FEE? THENCE RUN N. $4'47'52"W. F c ' LAND HEREIN \ Cn +� OR 399.32 FEET, -0 AN THEN( S87'48'OG"W, A DISTANCE F c . .. .. ... .. .. .. .. .. .1. . � :, d .� . .�, . I p INTER,. � TION AN cc 0 F � TO Tf-+. c- ' WITH AGREED BOUNDARY LNE AS RECORDED IN O.R. BOOK 68, PAGES 235 THROUGH 0 200.0 ='T _ NORTHW ST C0,4,NL4 OF SAID LOT 1, c THENCE N. 02'12'00"W, A DISTANCE OF 763.77 ME=T TO - c r•r • .. .. .. .. . ' . ' , ' , • ' ' c ; ��:� , • , ' ' ' ' ��, � ��',' I N 1 SIA T PART OF THE NORTHERLY ONE-FIFTH (BE/NG MORE PAR Tl GUERRE Y DESCRIBED BY ACCURA Tt 250, OF 71•i� PUBLIC RECORDS OF COLDER C'OUN T'(, FL OR/DA • T.yc' .. � , TH�AST CORNER "VCE RUN N.7977'f0'E, ALONG SAID 3, OF SAID WIGS/NS PASS LANDINGS UNIT 1 THENCE OF LOT 3, BLOCK T OF THE NORTH 1/2 OF THE NORTHEAST t a AGREED BOUNDARY UNE, FOR 69.60 FEET 7 , ENCE 5 87 48'00" \ �. .. �I� SURVEY AS THE NORTH 268.54 FEET) /, OF SEC77ON t6 ' . • . • ........ , . ' . ' . ' . ' . ' , ' , ' , N CSI I TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDAWHICH LINE FO - HENCE RUN N. 02 5,9 ,.0"W, ALONG SAID AGREED BOUNDARY OF SAID WIGGINS PASS LANDINGS, i1! ALONG THE NORTHERLY UNE LIES WEST OF THE R 1417.66 FEcT (SHOWN /N ERROR AS 147501 FEET /N O.R. BOOK 68, PAGE 235 GS UNIT N0.1, A D/STANCE OF 1481.48 FEET, • THENCE 53426'1:"W. ( ), THENCE RUN ALONG THE NORTHWESTFtiLY UNE OF SAID WIGGINS PASS LANDINGS UNIT c • .. .. ,',',',',',',','\, \• , .. ...'.',',', ',',',' ...... it • ; W W �N RIGHT-OF-WAY OF U.S HIGHWAY 41 (ALSO KNOWN AS TAMIAMI ]RAIL). N.277520"W., ALONG SAID AGREED BOUNDAfiY UNE FOR 705.31 Fc�' " 439.48 F N0.1, A DISTANCE SET THENCE RUN N.18 44 ;30 W., ALONG FEET TO THE NORTHEASTERLY CORNER OF TRACT 8, BAKER-CARROLL POINT, A OF SAID AGREED BOUNDARY UNE FOR 887.03 F Z T THENCE RUN N. TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8 PA 0 (CORDING O " �� BOUNDARY LINE FOR 393.34 FEET, TO 05:37'50"W., ALONG SAID AGREED GE 42, OF THE PUBLIC RECORD COLLIER COUNTY, • " SOF ' .\ \ , . • . .. !N \ Io PARCEL 7 AN IN iERSECTION WITH i? lE NOR 1 �l LINE OF SECTION 20 THENCE ENCE N. 54 47 RUN S.89 54 20 E, ALONG SAID NORTH LINE , CE 52 W., ALONG THE NORTHERLY UNE OF SAID BAKER-CARROL POINT A FLORIDA;�D/STANCE OF 399.32 FEET T � � � . ' .. .. ... • . • ' ' .. .. .' • ' •' •' .' • ' • ' •' • ' . ' . • • • ' ' .' ' • • • � � O o \ I o INE EAST 1 2 OF JN N " .FOR 2839.52 FEET, TO THE NORTHEAST CORNER OF SAID � 0 AN IN \' \, , , , o o Z / E ORTHEAST 1/4 OF SEC77ON 17, TOWNSHIP SEC77ON 20, THENCE RUN 5 0272'00 E., ALONG THE EAST LINE OF BOUNDARY LINE AS RECORDED /N TERSECTION WITH AN AGREED ' . ' . ' . ' . ' . ' , . , :: :: ' ' .:: .. • • • • ' • • • • • • • { ,i cn I c S 48 SOU 1 H, RANGE 25 EAST, COLLIER (� jOWN IN ERROR A S 5277. cc SAID SEC77ON 20, FOR 5273, 90 FEET OF -FICIAL RECORDS BOOK 68, A T PAGES 235 THROUGH ��7' IN O.R. BOOK 68, PAGE 235) TO THE POINT OF BEGINNING. THE PUBLIC RECORDS OF COLLIER THENCE N 7 OUGH 250, OF t .:`, \ \ \ I COUNTY, FLORIDA, EXCEP77NG THEREFROM THE SOU 1/4 OF INE SOUTHEAST 1 4 OF 24 F / SIE COUNTY, FLORIDA; 977'10 E., ALONG SAID AGREED NORTHEAST 1/4 AND EXCEPTING THEREFROM THE RIGHT-OF-WAY OF STATE ROAD S -865A VANDERBILT BOUNDARY UNE, A DISTANCE OF 69.60 Fc�T, 1�lENCE N.02 5 ' ' ( PLUS ANY LAND ADDED THERETO BY ACCR 9 30"W., ALONG SAID A DRIVE). PLUS ANY LAND ADDED THERETO BY ACCRET70N OR R E 70N OR REUC770 BOLI GREED \ , \ C ELICTION, AND LESS AND EXCEPT A N, AND LESS AND EXCEPT NDARY UNE, A D/STANCE '>.........................................'.',' 1 NY THEREFROM BY SUBMERGENCE OR i? ANY LAND LOST OF 1417.66 FEET, THENCE N.277520'W., ALONG SAID AGREED O.R. BOOK 2428 PAGE 535 \ LAND LOST THEREFROM BY SUBMERGENCE 0,4 EROS/ON, EROSION, BOUNDARY LINE A DISTANCE OF 616.67 FEET, 71 iE.VCE N.874$'00'E., A DISTANCE OF ^ _' / \ oolj FEET TO A POINT ON THE WESTtr?L Y RIGHT- r WA Y UNE OF SAID VANDERB/L T 2•THE , p ( S 027,2251 -,.ALONG DRIVE,' THENCE 0 = S VANDERB/L T '•'••,••'••••,•••••••••,•••••••••,••••.,...,.'...:.:.:.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.'.'.'.'.'.� \•• , ,',.' .�.'.�-'�•�,�`' �00� \� �'p� \�• i PARCEL 8 OR�EEAN SS AND EXCEPT THE RIGHTS -OF -WA)' OF STATE ROADS S-865 A ALSO KNOWN ASAID WESTERLY LIN D S 846 (ALSO KNOW AS BLUEBIL_AVENUE). E, A DISTANCE OF 1373.11 FEET; THENCE 502'12'00 E ALONG SAID WESTtRL Y UNE A DISTANCE OF 667.03 FEET TO INE POINT OF BEGINNING, PARCEL '^ BEGINNING AT THE SOUTHEAST CORNER OF SECTION 17 TOWNSHIP 48 SOUTH, RANGE 25 EAST CONTAINS 100 ACRES, MORE OR LESS . . . . . . . . . . . . . . . . . . . . . . .. .'.'.`. , �� \ t,0�\r✓� \. CONDO PHASE 1 COUNTY F • " ,COLDER AND LESS AND EXCEPT THE FOLLOWING DESCpIBEO REAL PROPERTY - TOWNSHIP �, C' O.R. BOOK 1643 PAGE 1444 I , LOR/DA, RUN N.89 54 20 W., ALONG THE SOUTH UNE OF SAID SECT70N 17, FOR 2839.52 FEET ............ ' ' ' ' ' ' ' ' • • • • • • • • .. • • • • • • t \ o .�\ \ TO AN INTERSECTION WN AN AGREED BOUNDARY LINE AS RECORDED /N OR I THROUGH 250 OF TH BOOK 68, PAGE 235 ALL OF WIGGINS PASS LANDINGS UNIT N0. 1 .ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN \� \ E PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N,0130'O5"_, ALONG PLAT BOOK 10, AT PAGE 81 OF INE PUBLIC RECORDS OF SAID AGREED BOUNDARY UNE, FOR 1298.70 FEET (SHOWN IN ERROR AS 1300.00 FET, IN O.R �YtGG/NS PASS LAND COLLIER COUNTY, FLORIDA, AND ALL OF .'.'.'.'.'.'.'.'.'.'.'.'.'>',.•. .. . . . . .'.'.'.'.'.'.'.,`. \ e o '... .. .. .'.'. PAGE 235 AND O.R. BOK BOOK 68, INGS UNIT N0.1 ACCORDING£ TO 7N 0 167, PAGE 642 HEREINAF7ER ClTtO AS OFFICIAL RECORDS PAGE 44, OF THE P E PLAT THEREOF RECORDED IN PLAT BOOK 10, AT 1 APPROXlMA7 SHORE(JNE VEGETA770N ? N88' :2 E 935.12' \ \ ), THENCE RUN PUBLIC RECORDS OF COLLIER ARBOR TRACE SERVICE CENTER N.30 00'00"E ALONG SAID AGREED BOUNDARY LINE, FOR 800 FE COUNTY, FLORIDA, BEING MORE PAR77CULARL Y DESCRIBE ' ' ' ' ' ' , (SCALED FROM 1 = 200 AERIAL PHOTO) I ET, THENCE RUN N. 05 00'00"W., ALONG AS FOLLOWS. D ....•.•.•.•.•.•.•.•...•...•...•.•......... .... .•.\. ', (DATED NOVEMBER 1996) .•. .". .(1., 112,^,. 18.00' (M)\ � SJ.R. O.R. BOOK 2647 PAGE 1107 '. ' t`�.:/ SAID AGREED BOUNDARY LINE, FOR 1480 FEET, THENCE RUN N.2971'40 "W., ALONG SAID AGREED \ • ,',': .'.'.'.'.'.'.'.'.'.'.'.' :'.'.'.' ','.'.'.'� \ \ ARBOR TRACE CONt7O PHASE 1 I BOIJ/VDARy LINE, FOR 1957. 41 FEE7, TO AN /NYSE; SE"Ci7GTN WITH THE WESTFRL Y PROL ONGA 77 ON OF THE , , NAPLES DEVELOPMENT GROUP NORTH LINE OF SAID SECTIO ' AGREED Op. P . O . B . \ O.R. BOOK 1643, PAGE 1444 I N 17, o '.'.'.'.'.•.'.'.'.•.'.'.'.'.'.'.'.',' ',' .. ...'�.. �. , BOUND2r.>ZY LINE'... "'.. [ PARCE,1 �• (PARENT PARCEL 1 . . . ` CK N0. dUlLOlNGS OR TRA N E N NORTH PRESERVE DEVELOPMENT CORPORA , .a O.R.BOOK 2583 PAGE 3007 • O.R. B0 CE CONDO PHASE 2 , I G LE E D � �' � 9 i . , '. r 87' ' �, N , tt� Q ARB . . ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'•',',. . . .'.•.'.'.•. .'. .'.'.,, PAGE AJC -44.7. Nifl� . r S I S NAPLES DEVELOPMENT CROUP Q �+ 1 9 O.R, BOOK 2334 PACE 2297 t �. y i . . . . . . . -! \ O.R. BOOK 2647 PAGE 1110 \ I I PHASE ONE r.. o o.� ' / \ 17 1 ( ry �' '^ I REVCO/GE JOINT VENTURE 1 �' �a \ .L V 15 . . . 1 ( P.B. 29 PAGES B6-87 1$ L �I OK 2259 PACE 2.................... .. . . . . . . .. .. . . ' . . . . .... . . .. . . . . . . .. .>, . S8824'4776.71 \ o.R. eo\ z "c 1 0'(Ad)_I " N88. 5'20 E 650.97' S8825'32"'YV' `�7 �M) 4 F C.M. N$8 25'32'1 1,,36) 36'(M) N88 25 32 � 286 3 N88 34'21 E 2695.11 ' _ N88 25 20 E 2096.78' .. .. .. .'. .. .'... .';' , .. NO o j N8825'32 E 3449.59'(M) It F.G.i�. F.C.,1f. tl S.bR. I FGM. F.C.M. (LB 3465) EXJ n (E 2052) I� S NG ROADWAY 7E' CANNOT SET CORNERS oma- \ N8824'40 E 3449.51 (L) �' EXISTING ROADWAY r -I NOT SHOWN LOCATED IN WArtR �-'• / \ i EXISTING TEMPORARY ENVIRONMENTAL I NO SHOWN o{ 2sa.54' PARC' 6 26 54' NO BUILD/NGS \ '.'.'.'.'.'.'.'.'.'.'.'.'.. .. ... . .. . . ... .. . ....'.'.'.'.'.'.'.'.'.'.'� �. . ................... .. . . .. C).'.'.'.'.'. FIELD*VOCA,7E , .... ....'.'.'�. FENCING AND EVIDENCE OF LAND CLEARING T 1 SHORELINE VEGETA ,�1 • \ I HAVE NOT BEEN SHOWN ON THIS SURV Y. "I� F.I.R. FOUND IRON PIPE \ E . . .. . I 588'25'20 W 2169.75' . . . . . . . . COCA'1D' 0'1 \ZJ �b,3 �-- , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... , , . . . . . . . . . . . I /. .. . . . . . .7UROUGH.02\0 403. \ i w { 4/, ' Q . . . . . . . . . . . . ' . \ FJELD LOCATED MEAN HIGH WA 7ER \ E' • . . . . . . . . . . . . . . . . . . .� . , . . . . . . . . . . UNE ELEVATION = 1.40' NGVD 7929 \ W t� PROVIDED BY Trl d E-•� ' ENT OF (s1 ix ' \ LOCAFWWRONMENTAL 7ED 7012519907HROUGH 03/06/07 (MEAN HIGH WA7ER UNE BOUNDARY cv O p T i . . . . . . . . . . . . . . . . . . . . . . . ' . . ' . . . . . . . . . . . . . . . . . . . . . . . . I .. O v . . . . \ /S SUBJECT r0 CHANGE OUE N N 1 V • ' • • . • • • • ' • ' ' ' . . . • , NATURAL CAUSES AND THAT 1T MAY . . . . AGREE \ OR MAY NOT REPRESENT THE 7ZlAL d ' , ' . ' , . y T3O LOCA 77ON OF 7HE L!M!T OF 777LE: ifNDAhI}. I,tI`fiE'. .Q .. .. .. {� . 0 �.. I w ��---!'�j •O.R. BOOK 68' I .. ... ... .... ... .. .. .. .. ....... ..... ...... ... , 1 :..... ... o :P,aG . S. 2�Q........ .. .... .',''''. W0. ' I �J . . . . . ' . . . . . . ,; r. . . . . . . HO. BUIL. . . q`D O I O ,. 1 ��// �` 2e°1 4 NO BUILDINGS c��1 O PARCEL $ . . . . . . . . . ... . i 4io O N NO BUILDINGS . .. .. .. ... ....... ...... :. . \ . . NOTE............ \ oNm I vi"� oo S I G TEMP R TARPON COVE 2 p a EXI T N O ARY ENVIRONMENTAL SCALE: 1= 300' • • . . . . . • . . . . . . ,ziJ,<cr,r' /4'P,'�4',SA4'.' ' ' ' ' ' '� `�'° i \, of FENCING AND EVIDENCE AF LAND CLEARING PLA, 300K 27 PACES 91-97 ' Q ITIS', F RJ A A r' �" ai \ MA•PPlN6 ACr.oF. zs74. °a T rn HAVE NOT B . .. .. .. ... .. ,Z5 -.1z7..40).. .. .... WAY BEEN SHOWN AN THIS SURVEY. , . . . . NOT SHOWN F " ......... .......... ... • o . (SS 177 `,� I \ N N EXISTING ROAD .. -- ......... �o \ a� 1 '•� • o oT I 30 . . .. . . .. . .... ... ... . ...... ..... . . ... .....'..'..'. ... ,, yon �i Wi W 0 600 .•.•.•.•.•. .'.'.... .•.•. .'.�'.'.'.'.'.'.'.'.'.'.'.'. .................................... ..'•, ..'.'.'.'.'.'.'.'.'.'.',',•................................'.'.'.',•,.............1' '. .'.', •••••.'.'.'.'.'.'.'''•'•'•'•'''•'''•'•'•'•'••••••'•••• 0 ... ........... Zi I C W '....'. ..... .........'..'..'.'.'.'. / TE . . . . . . . . . . . . . . . . . . . . . . . . . . . . NK AND EDGE TER HAVE 6x6 F \ NO i e V I j j TOP OF BA �/E .C.M. I 6"x6" F. C. . . . . . . . . . . . . , I NOT BEEN LOCA7E'D ON THIS SURVEY. "SR.D. SR.D. " ........ ........ ............................................ , * . G . .'.'.'.'.'.'. .'.',' .. . . . . . . . . . . . . ...... .'.'.'.'..'.'. .'.'.'.'. .'.'.'.'. .',' .. ..... . . . . . . . \ ... ...... ....... I 589 03'4 W 623. \ / // • �\ i 0.10E 0.14 E. .... �. i LJ .. ' / / . . . . ./ . .\ 0.02S. 0.04S. I' . �J %. )' ' `� S.I.R. ...... ... J ; �"' NOT A PART I '- \ :::::::::..............'.'.'.'.'.'.'.'.'............�... 1 .. . _ I (EXCEPTION FROM PARCEL 7) . . . . . . . . I S J.R. \ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . l . MCGJNS PASS . . . . . . . . . . . . . . . . . . . . , �. I MARINA COMPANY, INC: ' I 1 PARCEL 7 W O.R. 1914. PACE 802 I \ WIGGINS PASS ROAD .... ......................... .............'a'.. .. .... :.............................................................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.','�..... 1 .', .. 3 ..................�' ' ' ' ' ' ' • ' • • I NO BUILDINGS I N \ (C.R. 888) (100' RIGHT-OF-WAY) IF;. '' ....o ............' / ........ 0 17116 \ t .......................... t .... ' . ' .Toni. ' • ... ' . NATE: / / .............. ' .. I s J.R. \ EXJS77NG R i I 17110 ROADWAY F.J.R. SUBJE �r0 THE FLORIDA COASTAL • NOT SHOWN (L B. vF 4760) . . . . . . . . . . l . MAPPING ACT OF 1974 / �� ISS 177.25-177. ) / S.LR. 40 . ZLR. S8 W 2o 5. d ' , ' .... ' ... . . �. F, 1. R. - r S8828 26 W 2751.27(MZ F/F.LD LOCA 6 v�466,9.22'. DISK I SFIOREUNE VECFTA nON . . .5. . 6 , 'i1� •.. .. • . ..... - - - - - - - - -- - - - - I (LB 2230) . . . . . . . . . . . . . . . . . . . . . . . . . . . . J LOCA7ED'Ol\29\03 \ . . . . . . . . . . . . . . . . . . . { `. . . . . ItIIROCiC,H• . 02\04\ . .... . �' . . . . . . . . . . 16116 ......................................... 1... .... �?'. .... /:'... CURVE IAL . . . . . . . .. .. . . . . ..'....................... .'.'.'...'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.',' .. .................' I •• .. .'.'.'.'.'.'.'. ..'.'. 16, 1fi CURVE RADIUS DELTA AR GENT CHORD CH . . .. . . . . . ... . . . .. . ... ... ... { . ! b • C TAN ORD BEARING . . . . . . ... . ... . . .. .. . . . . . .' Cl 1860.08' 777735" 236.77' 118.54' 236.61' N0405'47"W .. .. .. .. .. . .. . . . . . . . ......................... . : ....................... .. ... . . I .. .. ...... .. ... / . , .. :: C2 1960.08' 777'35" 249.49' 124.92' 249.33' N04 0547"W . .. . . . . . . .. . . .. . .. .. .. . . . . . . . ... . . C3 25.00' 91'0440 39.74' 25.47' 35.69' N45 59 20"W APP A VEGc'T / o, C4 1960.08' 4'0-9'47" 142-42' 71.24' 142.J9' S0231 54 c . . I (SCALED FROM 1 200A AERIAL NPH07 . . . . • • .. ,. I. ' . ' . ' . . . . . . . . . . ' . .. . . . . . ' , ' . . . . . . . . . . . . . (DA TED NOVEMBER 1996) . . . ' . . . . . . . . . . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.',......'.'.'.'.'.'.'.'.'.'.'.'.'.'j.'.'.' /.'.'.'.'.•.'.'. �.'.'I I CONKLIN POINT � ... LIN11N,c : ABL I- P.B. B PAGE 16 N ..................................'.'.'.'.'.'.'.'.'.',' '...............................'.'.' I' p� / �.. NOTA PART o . ..... ... ........ .. �0 F�' /..... !n (EXCEP77ON FROM PARCEL 8) J LINE BEA,4ING D/STANCE � ......................................... ..... " . ._ _ . ..._._. a L 1 a' S8 00 95 N • 04 "W 50 OO'(M) . _ ( M ) a / N . .-. ...... - _ .._. ::_ �. K�_ .... ;.4' UNE <r L1 . - .. - � - r _ �, . , _... a, _. ,_ .� _-, _. � • 589 5.3'. _ . ,. ... BULKH O y BULKHEAD N0.1 ...:: .. .. m 0O I. DUNE P.B. 1 . O . � . R PAGE 7-(A4) ....... - . . . . . . . 0 1r-+ • Q� 0 R 190 PGS 463 464 N N . O .. ,13310( ........ ....... . . /. 5417 � 43N .. LZ 5417 'O rY '.'.'. .'.'.'. .......'..'.'.'.'.'.'. .'.'.'.'..' ` •� '� .'.: . . . . . . . . . . . . . .. .. . .. .... .... .'.'.'.'.'.'.'.'.'.'.'.'.'.. L,IW . .. L3 500 05 56 E 120.00'(M) c W N . . .... . . . . . .. . .. . . . .. . ' . { . / .. . . .. ' . ' . ' . ' ti,4 . l ... .. p �' L3 500 06'a. 2 120.00'(L) .... .. . . . . .. . . .. ....... L4 N89 5y'C4 E 2'(M) P W ........ . .. ..................... . ... ...... ...'.'.'.'.'. ... .. . . ... ... . ............. . Q. I.' .23:(4). ....',','.',...............' s�vs�v L4 N .�, "c 275.7 A P4 .. ..... .... .. .'.'.'.'.'.'.'.'.'.'.'.'.',... ..... .... ........ ... ... ....... .. ... ...'G'. ...'Q... .. !.... ..s..,,. ........ .... S8J4139W..560.23'(M)...... .... ..'.'.'.'.'.'.'.'.'.'.'.' oo• 89.E .8 275.72'(L) O L5 N00 25'14 "w 220.00'(M) .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'........ , ,', , , , , 1 ..............' .. ,:..'.'.'.'... • .. \'.'...' PAROL 9. �.� `�`� LS Noo2s'�o"w 220.00' tt �. , _. a 1. NO BUILD/NGS . ii LFj . I (L/ L6 N89 41;39 c 108.03' 1 . r. 1 �-'� 89 139 t 5 0,24 M /. �- . . . . . . . ... .... / : 9 40 55"E 560'24` (C� . r� - m o° c L7 N00 ZE? iiG..W 100.00'(L) . FJELD LOCA ... Z „ L7 25' 100. . t .\ . . Q .�' / ' - SHORELINE VEGETA 170 �� P.O.B. ^ N t'. W V L 8 Soo,,0 z t "W 00'(M) / ' ` LOCATED 01 \29 \ 03 (PARCEL 9) tr o a v O U Q cn y 0 4'4� t 268.58' .................................... : ; : .......; .....� . �....................... %' THROUGH 02\04\03 mo o' a(o� ' Z � � a � o m � F L9 S155G'45 _ 277.09' -� �-j. 0 2.,,i .. 24?`I RK. Lw ZQ� �v L10 N07443.p"W 15 j` , �: \� f SCALED ��OMA1 SHOREr/NE VEGErA770N L4 �. �+ 4 Er, V 2 ° rx I NOTES: P P �. \ ( DATED - 200 AERIAL PHO roJ r Z 4� p 4 � p k � e � �. � r L 11 N00 27'G� ";N 82 76 ' - \'... 5........... ...... ( NOVEMBER 1996) �a 4i. . . e Z a z 410 r--roo f ; ,�J, , L.�> � � L12 f 1.) BEARINGS REFER TO THE E. UNE OF THE N.E. 1/4 OF SECTION . .. ... ... .. ... .....'.'.'.'.',. .. .. .. .. .. ... ��U\N.... .. ... .. �' / { Qwi �s ti �o s�. . .. .. . . S003+-��a"= 70.G1' 48 SOUTH, RANG" 25 / L.TON 20, TOWNSHIP �\ z o a .. ..13 _ 0, EAST, COLLIER COUNTY, FLORIDA, AS BEING N.02'1 N88 3 50 0 2' 24" W. . .. ,.. .. .. .... .. ... .. ... .. .. ...... ... ..\�• .... .'.� ,... ..� ..... .. ' ' \�'.�• � � {', �„o' u�',' j W" �� .. S.I.R.S® SET 5/8' IRON ROD W/ CAP CL.B. #6753) r t 2.) THIS PROPERTY ISS - � L14 S882� 3 ?"W OBJECT TO EASEMENTS, RESERVATIONS OR U ©_1 ;N x� - F.R.R.S. A FOUND RAILROAD SPIKE 50.01' RESTRICTIONS CF RECORD. SUBMERGED LAND LEASE' P.=�P(+�� $ f w b � o q o L15 - - M.P.K. 4, 'FOUND PARKER KAYLON NAIL AND DISK NOOOVG 99.92' ��-. / O.R. BOOK 2672 NO BUILDINGS � L16 3.) DIMENSIONS SHOWN H- �^ �REON ARE IN FE -11 AN Q NOTE CANNOT SET CORNERS {Q vOj.' m a N89 5•.'% 186.64' Mi D DECIMALS THEREOF. \...'.......'�, . LOCATED /N WATER PAGE 0811-0816 v F.C.M. FOUND 4'X4' CONCRETE _ () I,EREOF. E MONUMENT L16 N89 5,3't6'c 186.65'(L) 4•) THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE N8954°0 e S.R.C. 0 SET 5/8' IRON ROD / , f JRE AND T .. �= FIELD LOCA ,�( G \. .. / 7E'D MEAN HIGH WATER 431. 8'• .'. SII' L16 L1 W CAP (REFERENCE CORNER L.B. #6753) L17 S002� 'c RAISED SEAL OF A FLORIDAHE ORIGINAL . . . . . . . . . . . . - - ( 100.00 (M) DA LICENSED SURVEYOR OR AND MAPPER r O • ( l LINE ELEVAnoN = 1.40 NcvD 1929 },-;. P.O.C. Q.R.C. o FOUND 5/8' IRON ROD W/ CAP (REFERENCE CORNER L.B, #6753) L17 500' 25"Y7"E 100.00'(L) 5.) ENVIRONMENTAL CONCERNS, ENDANGERED o Q ENWRPROWOED NT THE DEPARTMENT OF i! - (EXCEPTION FROM PARCEL 8) F.I.R. o FOUND 5/8' IRON ROD EKED WILDLIFE AND JURISDICTIONAL WETLANDS, RISDICTIONAL f �I a g ELANDS I . . \ . �• ENVIRONMENTAL PR07ECnON DATA PARCEL C�� v � \ F N • ........'.'..'.'.'. .... .'.'.'.'.'.'........'.'.........,,,,, \' 1 '�`~ (' MEAN HIGH/WA7FR LINE SOUNDAR06/01 NO BUJLDJNGS - P.O.B. Rllc, POINT Cr- COMMENCEMENT ANY, HAVE NOT BEEN SHOWN ON THIS SURVEY. P.A.B. POINT AF BEGINNING 6.) INTERIOR DITCHES AND/OR PONDS, IF ANY, HAVE NOT BEEN LOCATED. I N SUBJEcr To CHANGE DUE ro (EXCEPTION FROM PARCEL 8) o . . . . . . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . \ �. OR MAYLN NOT AND THAT /T MAY v SP / L4 N i . I. ' I �`„` 0 REPRESENT INE ACTUAL SUBMERGED N S NATIONAL SOCIETY AF PROFESSIONAL SURVEYORS 7.) MEAN HIGH WATER LINE HAS BEEN LOCATED ALONG THE APPROXIMATE SHORE LOCA77ON OF 7HE LIMIT OF n7L LAND LEASE CAP Ft. R. 5/B"L.S.E LINE ONLY. u; ... \ AGREED I NOTE: O.R. BOOK 1782 F.I.R. Ls Wi/77) T L.LICENSED SURVEYOR 8.) THIS PROPERTY IS LOCATED IN FLOOD ZONE AE, HAVING BASE FLOOD c . .. .. ... ....'.'.•.'.'.'.'.'.'.'.•.'.'.'.'.',... .. ... .. .... ... .....'.'.'.'.'.'.'.'.'.•.'.'.',',',. •� •, BOUNDARY LINE PAGE 1771-1778 ( � 2 L.B. LICENSED BUSINESS ELEVATIONS OF 11.00' 12.00', `V 2 0', AND 13.00', o I TOP OF BANK AND EDGE OF WATER HAVE 3 I L.L.C. LIMITED LIABILITY COMPANY 120067 0187 . ..,. .'. .'. I O.R. BOOK 68 � LOCATED ON SURVEY. TNF ANCH ' . . . . . . . . . . . W \ N05 ;37 50 "W NOT BEEN THIS ANCHORAGE CONDO <t• W / SED A .. ........... ... .. .... .... .... ..................... .. � � � \ ... •. PAGE 235-250 '� I ,y OR. s7o. PA .�rn WITH E MAP REVISED AUGUST 3, 1992., AND 120067 0191 D 0.54' () GE 145 �O I 17 16 EL. ELEVATION MAP REVISED JUNE 3, 1986. ... .'.'.'.'.'.'.'.'.'..'.'. ,. ..... .. ........ .. .. ... ..'...'.'.%. -� I w -. \ 589 52' _ SEC. . . . . • . . . . . . . z z� O' E INLET NOT INCLUDED IN LINEAR SHORELINE pN SECTION 7 • . . . . ... . . .. .. ... .... . . ... .... • • • • • • o� N \ \ 94.00 VEGETAnON CAL CULA77ON o �. 2 TWP. TOWNSHIP s.) THE SURVEYOR HAS NOT MADE A DETERMINATION TENT OF N I ON OF THE IN THE . . . ca �, . .'.'.'.'.'\'. ( �. 0 21 RNG. RANG_ a ," WORD SUBMERGENCE S USED IN w RANGE: CEA THE LEGAL DESCRIPTIONS OF . . . . . . . . ... . . . .. . . . o� S.I.R. CP) PLAT �-- PARCELS 1,7,8,9, AND 10. ° MEASURED �1 �+ 10. 12,274E LINEAR .. . . . . . . ... . . ... ..'.'.'.'.'. .'.'. .'.'.'.'.'. .'. .'.'.'. .',',. . . . . . . . . . . . . . . .. . . .'.'.'.'.'.'.'.'.',' ' . . . . . . . . . .C.' o I o .. . ... .. ',�'` I N 9' 00 W 27 (M) A`A�',a • • • • • • • • • • • • • • • • • • • • • • • • . • • . .. .... �. t ( (L) LEGAL ( SUBMERGED LAND) ) FEET OF SHORELINE (CALCULATED ALONG MEAN HIGH WATER LINE) O 89. M \', ',� • ow ,n. j N89 54 20"W 2839.52 L I INCLUDES. j ............................. .....'.'................................... ...•.•.......... I ��� ( 17 17 I -P.O.B. P.B. PLAT BOOK . . . . . .. .'.'.'........, .. 1 ... ..'.. a I 50025'14E ,.......•. .•. .•. ..cn '.'.'. ,......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.',' • . .... \ ... �'\ 2�i �� 1.26' (M) I (PARCEL 8) LG. LINE PAGE PARCEL 1 i 11.20 ACRES -i- ....... .... .\ ....'� '......•;.3 I I LABEL .. .•. ... .. .... .. .. .. .. ... .. .. ... \. .. AQ� \ (l) STRT E LABEL STATUE PARCEL 5 161.61 ACRESt . \ , 1\ h7ELD LOCA 7E I I NO. A E N D I NUMBER PARCEL 6 13.15 ACRESt ........................................................... ............... .'\ .`'' SHORELINE VEGETA7)ON I U.S. UNITED STATES � . . . . . . . . { •' O:� .\ LOCATED 01\29\03 I EXISTING ROADWAY • , ... ... . \ Z `z� \, , \ 77�ROUGH 02\04\03 NOT SHOWN ALTA AMERICAN LAND TITLE ASSOCIATION ® > PARCEL 7 69.61 ACRESt •.....•.... . ..•. ... ...:. ... .... ..... ... ... ........ .. ................'.'.'.'.'.'.'.'.'.'.'.'.'.•.'.',. ........'.�. { ...... ..... -�N I C.R.M AMERICAN CONGRESS AN SURVEYING & MAPPING v '.'.'.',' ' ... .. .......... ........'..'.'.'.'.'.' .. ......... ...... ' NOTE: qui OFFICIAL REGARDS BARK SUB,JECr r0 77�E FLORIDA COASTAL W N I F.A.C. FLORIDA ADMINISTRATIVE CODE PARCEL 8 t9525 ACRESf FEB 0 5 ZOQ3 ........'.'..'.'..'.'..'.'..'..'.'.'.'....'.•.'.'..'...'.'.'..'.'.',..........'.'.'..'....'.'..'.� I.Z \ MAPPING ACT OF 1974 PAROL �® p" N.G.V.D. NATIANAL GEADETIC VERTICA o . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (SS 177.25-177.40). NO BUILDINGS I FIRM F ATE MAP L DATUM PARCEL 9 1.28 ACRESt BLISS RV .., ' .......... .'.'.'...'.'.'.'.'.....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.','.','.............'.'.'.'.'.'...'�' ! � .., (PARENT PARCEL NOT SHOWN) .NEVI I I P.A. PRACTICING INSURANCE D ORS , . ... .. ... � RA ATTORNEY MAPPERS, INC. • • • • • o No N I-. C.R. (AUNTY READ PARCEL 10 80.65 ACRES- .. .. ... ... .. .. .........................'.'................ ........... .. ....... ... ... ..............,',' ...\: {: FLOOD , \\ SN I P.U.D. PLANNED UNIT DEVELOPMENT T V RTICAT �\ O TO TA ACRES 532.76 ACRESf IO • •.•.....................................'.'.'..'.'.'.'.'.'.'.'.'.'.'..................',',' .......'.'.'.'.'.'� ' ZONE VE \:• \ o Ico a RED CHANNEL MARKER 3 .. (EL 17) , crs �I ❑ GREEN CHANNEL MARKER I HEREBY CER77FY THAT THIS BOUNDARY SURVEY OF THE HEREON DESCRIBED i ...................'..'.....'.'.'.'.'.'.... ......... .... .........................'.'..',' ..... .......; �, .�°,, . \ ;�ulLo e O CANCRETE INLET MARKER WITH LIGHT PROPERTY WAS SURVEYED UNDER MY RESPONS/BLE CHARGE ON 04/03/02. THIS c ...................... . .. ... ........ ' ' ' ' ' ' ' ' ' • • • • • • • • • • • • • • • • .. .. . . , t• ' ' �� O N m MANATEE ZONE SIGN SURVEY MEETS THE M/N/MUM TECHNICAL STANDARDS SET FOR7N BY THE FLORIDA . ...' .' ' ' '.'..............................'.'..'.'.'.'.' ' ' ' ' ' ' ❑ \\ o BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTFR 61G17-6, F.A.C. PURSUANT °J ` \ TO SECTION 472.027 FLOR/DA STA 17lTtS .' ' . .'.. . .... .,. ... , N��Io; WATER (APPROXIMATE LOCATION) ..................'.'.'.'.'.'.'•.......................................'.'.'.'.'.'.'.'.. • .....................'�' ' ��NIm .. ... .... .. ... .... ... ...........................'.'.'.'.'.'.'.'.'.'.'.'.'.'.......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.',' ' . .. ... . .. .....'.'.' , , .'.'.'.� N27.15'20"W I .... .. ... ... ...... .. ... .... ... ..... .. ....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'• ... .. .. .'.'.'.'.'.'.'.'.'.'.'.',','•..l . \ \ .. \ 151.95 (L) IZ ZO2) : y 00 1 0 .. .. .'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.. .•. .. .'. .'..'.'. .'.. ....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'•','•..... .. .. ....'. ..'....�. ,: \ F.R.C. 2349.72' (M) I �� ��L' AE G - 02/05/03 0 F.1.R. Wf CAP 'L1F� .. .................. ......... ''''''''''''........... ............ ........ ..'..'.'.'.'.'.'.'.'•'•................... SUB 1 N87'48;OOgE 247271 �L) (LB. x753) I { vOpD Z�11� BRETT A. BISHOP, o ST OF FLORIDA, (L.S. #4760) DATE: a • C.•. { SUBMERGED LAND LEASE .. N8T48 00 E 2446.69 (M) I� I • F (�U. DATE: 9/26/99 Deft BBLS SURVEYORS & iQPPERS INC. (UB #6753) . .. .. .'. .'. ..'.'.'.'. .'.' .. .. ... .. .'. O.�L'. BOOK 2678 FIELD BOOK AND PAGE. . •. . . .•. . .•. .•. .•. .•. .•.•. .•.•.•.•.•. .•. .'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'. 1 PAGE 0811-081b: .\ VANDERBILT PARTNERS 11 L177 20 21 I I �� 190,34-42 208,1-48 r.SURVEY _ ...... O.R. 2526,PAGE 1936 ----------- - 63-72 212, 10-43 '• " " j� TO ti.. . .• • -. ;; . •. \ r _ . : ;,. DRAWN BY: CDB KP ' . � /R /RLH K , :.. _ _... _ ..> x APPROVED. K ..#NSHIP.48,L AS 502-A HEA L ,� : OVED. . _ "- POR #ON %KO'S 9ECTIONS: 8. 17 AND.: i REVISED: ADDED SHORELINE &CHANNEL MARKERS 02/05/03 SCALE: 1 - 300•j(94 LL Pte. r .' 6 �go Y Th L1 �Ere%. L �7 �, "'74315 :: L _LEGAL DESCRIPTION — (COCOHATCHE�' BAY I? U.. D.,) Q A PORTION OF SECTIONS 8,16,17 AND 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHERLY 548 FEET OF A TRACT DF LAND LYING tN SEC77ON 8, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLDRIDA, SAID TRACT BEING DESCRIBED AS BEGINNING AT THE SOUTHEAST CORNER OF GDVERNMENT LOT 4, SAID SECTIDN 8, RUN 58874'40'W (SHOWN IN ERROR AS 58826'40"W. iN O.R. BOOK fib, PAGE 235; O.R. BOOK 87, PAGE 439 THROUGH 447 O.R. BOOK 167, PAGE 692; O.R. BOOK 218, PAGE 484, HEREINAFTER CITED AS OFFICIAL RECORDS). ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 4 AND THE WESTERLY PROLONGATION OF SAID SOUTH LINE, FOR 776.71 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 87. PAGES 439 THROUGH 447 (SURVEYOR'S NOTE. ALTHOUGH O.R. BOOK 167, PAGE 692 AND O.R. BOOK 218, PAGE 484 INDICATE THAT THE AGREED BOUNDARY LINE IS FOUND IN O.R. BOOK 68 PAGE 235, THE BEARINGS AND DISTANCES ARE IN EFFECT THOSE RECITED IN A LATER EXCHANGE OF OUIT CLAIM DEEDS O.R. BOOK 87, PAGES 439 THROUGH 447), OF THE PUBLIC RECDRDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.2911'40'W., ALDNG SAID AGREED BOUNDARY LINE, FOR 3DD FEET, THENCE RUN N.300'00"W., ALONG SAID AGREED BOUNDARY LINE FOR 961.43 FEET (SHAWN IN ERROR A5 961.30 FEET IN THE OFFICIAL RECORDS), THENCE RUN N.6730'00 -W. ALONG SAID AGREED BOUNDARY LINE FOR 139799 FEET (SHOWN IN ERROR AS 1397.01 FEET IN THE OFFICIAL RECORDS), THENCE RUN N.22'3100'W., (SHOWN IN ERROR AS N.2230'WW. IN THE OFFICIAL RECORDS). ALONG SAID AGREED BOUNDARY LINE FOR 94472 FEET; THENCE RUN NORTH, ALDNG SAID AGREED BOUNDARY LINE FOR 99.92 FEET, TO AN INTERSECTION WITH THE WESTERLY PROLONGA77ON OF THE NORTH LINE OF GOVERNMENT LOT 3, SAID SEC77ON 8; THENCE RUN N.D08'53-E. (SHDWN IN ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.82 FEET; THENCE 55900'00 E, FDR 815.68 FEET, TO AN INTERSEC77DN WITH SAID WESTERLY PROLONGA77ON OF THE NORTH LINE OF SAID GOVERNMENT LDT 3; THENCE RUN N.89°12'20 E, ALONG SAID WESTERLY PROLOIVGA77DN AND ALONG THE NORTH LINE OF SAID GOVERNMENT LDT 3, FOR 1907.82 FEET, TO THE NORTHEAST CORNER OF SAID GOVERNMENT LOT A THENCE RUN S.00231D'E, ALONG THE EAST LINE OF SAID GOVERNMENT LOT 3 AND SAID GOVERNMENT LOT 4, FOR 2744.30 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR REUCTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 5 THE NORTHWEST 1/4 OF SEC7IDN 16 IN TOWNSHIP 48 SOUTH. RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE RIGHT—OF—WAY FOR STATE ROADS S -865A (ALSO KNOWN AS VANDERBILT DRIVE) AND S-8658 (ALSO KNOWN AS WIGGINS PASS ROAD). PARCEL 6 THAT PART OF THE NORTHERLY DNE—FIFTH (BEING MORE PARTICULARLY DESCRIBED BY ACCURATE SURVEY AS THE NORTH 268.54 FEET) OF THE NORTH 1/2 OF THE NOR7HEAST 1/4 OF SECTION 16, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT—OF—WAY OF U.S. HIGHWAY 41 (ALSO KNOWN AS TAMIAMI TRAIL). PARCEL 7 THE EAST 1/2 OF THE NORTHEAST 1/4 OF SEC77ON 17, TOWNSHIP 48 SOUTH, RANG= 25 EAST, COLLIER COUNTY, FLORIDA, EXCEPTING THEREFROM THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE NORTHEAST 1/4 AND EXCEPTING THEREFROM THE RIGHT—OF—WAY OF STATE ROAD S -865A (VANDERBILT DRIVE). PLUS ANY LAND ADDED THERETO BY ACCRE77ON OR RELIC77ON, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. BEGINNING AT THE SOU7HEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, RUN N.89542D'W., ALONG THE SOUTH LINE OF SAID SEC77ON 17, FOR 2839.52 FEET TO AN INTERSECTIDN WITH AN AGREED BOUNDARY LINE AS RECORDED IN D.R. BOOK 6a PAGE 235 THROUGH 250 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.D13005-E, ALONG SAID AGREED BOUNDARY LINE FOR 129&7D FEET (SHOWN IN ERROR AS 1300.00 FEET, IN O.R. BOOK 64 PAGE 235 AND O.R. BOOK 167, PAGE 642 HOMUNAFTER CITED AS OFFICIAL RECORDS); 7HENCE RUN N3D0D'00"E, ALONG SAID AGREED BOUNDARY LINE FOR 800 FEET' THENCE RUN N.D5100'00"W., ALONG SAID AGREED BOUNDARY LINE, FOR 1480 FEET; THENCE RUN N.2971.40"W., ALONG SAID AGREED BOUNDARY UNE, FOR 1957.41 FEET, TO AN INTERSEC77ON WITH THE WES7ERLY PROLONGATION OF THE NORTH UNE OF SAID SEC77ON 17, 774ENCE RUN N.8824'40 -E (SHOWN IN ERROR AS N.8826'40'E IN THE DFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.51 FEET TO THE NORTHEAST CORNER OF SAID SEC77ON 17 THENCE RUN SD27'30 E, ALONG THE EAST LINE OF SAID SECTION 17, FOR 269QD4 FEET (SHDWN IN ERROR AS 2689.35 FEET IN THE OFFICIAL RECORDS), TO 7HE EAST QUARTER CORNER; THENCE RUN SD26.00"E: (SHOWN IN ERROR AS S.026'00'W IN THE OFFICIAL RECORDS), ALONG THE EAST LINE OF SAID SEC77ON 17, FOR 2584.65 FEET TO THE POINT OF BEGINNING, EXCEP77NG THEREFROM (1) THE EAST 1/2 OF THE NORTHEAST 1/4, (2) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, (3) THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4, OF THE SOUTHEAST 1/4, ALL IN SAID SECTION 17,• AND EXCEPTING THE RIGHT—OF—WAY FOR STATE ROAD S -865A (VANDERBILT DRIVE), AND EXCEP77NG THAT POR77ON OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, DESCRIBED AS FOLLOWS. FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 DF THE SOUTHEAST 1/4 OF SECTIDN 17, RUN 58953'18"W. FOR 5D FEET, TO THE POINT OF BEGINNING, • THENCE RUN 58953'18'W, FOR 186.65 FEET, TO A PONT ON BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN S.41'71'D3'W. FOR 1331D FEET, ALONG SAID BULKHEAD LINE,• THENCE RUN SD06'42 E, FOR 120 FEET, THENCE RUN N.8953Y8'E., FOR 27572 FEET, TO A POINT ON THE WEST RIGHT—OF—WAY LINE OF STATE ROAD S -865A (VANDERBILT DRIVE). THENCE RUN N.D26'00'W., FOR 22D FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR REUC77ON, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL 9 THAT PORTION OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SEC77ON 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, DESCRIBED AS FOLLOWS FROM A PONT OF BEGINNING AT 774E NORTHWEST CORNER OF 774E SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SECTION 17, RUN N.694055'E, FOR 560.24 FEET, ALONG THE NORTH LINE OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SEC7IDN 17, TO A POINT DN THE BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF 774E PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.D26'DD'W., FOR 100 FEET, ALDNG SAID BULKHEAD UNE 774ENCE RUN 58940 55'W., FOR 56D.23 FEET, ALONG SAID BULKHEAD LINE TO A PDINT ON THE WEST LINE OF THE NORTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SAID SEC77DN 17, THENCE RUN 5D•25'41 E, FOR ID0.00 FEET, TO THE PONT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRE77ON OR REUC770N, AND LESS AND EXCEPT ANY LAND LDST THEREFROM BY SUBMERGENCE OR EROSIDN. BEGINNING AT THE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, RUN N.8952'2D'W., ALONG THE SOUTH LINE OF 5410 SEC77ON 2D, FOR 2053.75 FEET; THENCE RUN N.0074'00"W. FOR 1698.91 FEET; THENCE RUN N.54.47'52 -W., FOR 399.32 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 6a PAGES 235 THROUGH 250, OF THE PUBLIC RECORDS OF COLDER COUNTY, FLORIDA; THENCE RUN N79'Ir1D"E, ALDNG SAID AGREED BOUNDARY LINE, FOR 69.6D FEET; THENCE RUN N.0259'30 -W. ALONG SAID AGREED BOUNDARY LINE FOR 141766 FEET (SHOWN IN ERROR AS 1475.01 FEET IN O.R. BOOK 64 PAGE 235), THENCE RUN N.27i5'2D'W., ALONG SAID AGREED BOUNDARY LINE FOR 7D5.31 FEET- THENCE RUN N1844'30'W, ALONG SAID AGREED BOUNDARY LINE FOR 88703 FEET, THENCE RUN N.053750'W, ALONG SAID AGREED 89JNDARY LINE FOR 393.34 FEET, TO AN INTERSECTION WITH THE NORTH LINE OF SECTION 20; THENCE RUN S8954'20'E, ALONG SAID NORTH LINE FOR 2839.52 FEET, TO THE NORTHEAST CORNER OF SAID SECTIDN 20, THENCE RUN S.0272.00E, ALDNG THE EAST LINE OF SAID SECTION 20, FOR 5273.9D FEET (SHDWN IN ERROR AS 5277.24 FEET IN O.R. BOOK 68, PAGE 235) TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETIDN OR REUCTION, AND LESS AND EXCEPT ANY LAND LDST THEREFROM BY SUBMERGENCE OR EROSIDN. AND LESS AND EXCEPT 774E RIGHTS—OF—WAY OF STATE ROADS S-865 A (ALSO KNDWN AS VANDERBILT DRIVE) AND S-846 (ALSO KNOW AS BLUEBILL AVENUE). AND LESS AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPERTY. ALL OF W4GGAIS PASS LANDINGS UNIT NO. 1 ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, AT PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND ALL OF WIGGINS PASS LANDINGS UNIT N0.1 ACCDRDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, AT PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:- BEGINNING OLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF LOT 4 OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITIDN, THENCE N.89522D"W. ALONG THE SOUTHERLY LINE OF SAID LDT 4, A DISTANCE OF 599.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, THE SAME BEING THE SOUTHEAST CORNER DF LOT 10, BLOCK I DF SAID W4GGINS PASS LANDINGS UNIT NO.1; THENCE N.89522D'W., ALONG THE SOUTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1400.65 FEET TO THE SOUTHWEST CORNER OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.00 -14 -OD -W, ALONG THE WESTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO. I. A DISTANCE OF 16D8.9D FEET; THENCE N.3426'15 E, ALONG SAID WESTERLY LINE, A DISTANCE OF 439.38 FEET TO A PONT ON THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.87.48'00'E ALONG SAID NORTHERLY UNE A DISTANCE OF 1481.48 FEET TO THE NORTHEAST CORNER OF LOT 3 BLOCK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE 50272'00'E. A DISTANCE OF 163.77 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.87.48'00 E A DISTANCE OF 200.00 FEET TO THE NORTHEAST CORNER OF SAID LOT 1; THENCE 50272'00 E ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1, A DISTANCE OF 668.16 FEET TO THE SOUTHEAST CORNER OF LDT 1, BLOCK 1 OF SAID WIGGINS PASS LANDINGS UNIT N0.1, THE SAME BEING THE NORTHEAST CDRNER OF LOT 1 OF SAID WIGGINS PASS LANDINGS UNIT NOA ADDITION; THENCE 50272'006 ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO.1 ADDITION, A DISTANCE OF 1209.93 FEET TO THE PDINT OF BEGINNING, PARCEL CDNTAINS 88.56 ACRE$ MORE OR LESS (BEARINGS REFER TO WIGGINS PASS LANDINGS UNIT NO.1 ADDITION, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10, PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA). PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELIC77ON, AND LESS AND EXCEPT ANY LAND LDST THEREFROM BY SUBMERGENCE OR EROSION. ITi`I�F�IZ�LL�Iy�2�:ii1� � � dt�)ai�►.,-I(-Ia'�ld��>�tZ�l1�:i1�, A POR77ON OF LAND LOCATED IN THE EAST 1/2 OF SEC77DN 20, TDWNSHIP 48 SOUTH, RANGE 25 EAST OF COLLIER COUNTY, FLDRIDA, BEING MDRE PAR77CULARLY DESCRIBED AS FOLLDWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SEC77ON 20; THENCE N.D2727DO"W., ALDNG THE EASTERLY LINE OF SAID SOUTHEAST 1/4 A DISTANCE OF.197D.2D FEET; THENCE S.87.48'00"W., A DISTANCE OF 5Q00 FEET TO A PONT ON THE WESTERLY RIGHT—OF—WAY LINE OF VANDERBILT ORIVE A 100.00 FOOT RIGHT—OF—WAY AND THE NORTHEAST CORNER OF LOT 1 BLOCK 3, W7GGINS PASS LANOINGS UNIT NO.1, ACCORDING TO THE PLAT THEREOF RECOROEO IN PLAT BOOK 10, AT PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, THE SAME BEING THE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED, THENCE 5.874800-W., A DISTANCE OF 200.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; 774ENCE N.D272'DD'W. A DISTANCE OF 16377 FEET TO THE NORTHEAST CORNER DF LOT 3, BLOCK 3, OF SAID WIGGINS PASS LANDINGS UNIT 1; THENCE 587.48'00'W. ALONG THE NORTHERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF 1481.48 FEET,• THENCE 53426'15"W. ALONG THE NORTHWESTERLY LINE OF SAID WIGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF 439.48 FEET TO THE NORTHEASTERLY CORNER OF TRACT B, BAKER—CARROLL PDINT, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 8, PAGE 42, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.544752"W., ALONG THE NORTHERLY LINE OF SAID BAKER—CARROL POINT, A DISTANCE OF 399.32 FEET, TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN OFFICIAL RECORDS BOOK 68, AT PAGES 235 THROUGH 25D, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.7977'10"E., ALONG SAID AGREED BOUNDARY LINE A DISTANCE OF 69.6D FEET THENCE N.D259'30-W., ALONG SAID AGREED BOUNDARY LINE, A DISTANCE OF 1417.66 FEET,• THENCE N.277520"W., ALDNG SAID AGREED BOUNDARY LINE A DISTANCE OF 616.67 FEET,THENCE N.87*48'00'E., A DISTANCE OF 247271 FEET TO A PONT ON 774E WESTERLY RIGHT—OF—WAY LINE OF SAID VANDERBILT DRIVE; THENCE S.0272257E, ALONG SAID WESTERLY LINE, A DISTANCE OF 1373.11 FEET,THENCE SD272'00'E ALONG SAID WESTERLY LINE A DISTANCE OF 667.DJ FEET TO THE POINT OF BEGINNING, PARCEL CONTAINS 100 ACRE$ MORE OR LESS. 3:\projects\804\80447\SDP\Phase_Twodhru-S7x\9th_Subj80447-CD9.dwg, 3/6/2008 1:02:18 PM, PLT-TRF-G.pc3 ammySEWER FAC/LME'B SEWER PIPE STORM PIPE GRATED INLET 111 WATERMA/N O— METER —ii-- VALVE 201-206 ® CONTROL STRUCTURE 6. AIR RELEASE VALVE — SIAMESE �-- REDUCER 601-606 } 701-706 BLOW -OFF VALVE 801-806 9 901-906 FIRE HYDRANT ammySEWER FAC/LME'B SEWER PIPE STORM PIPE GRATED INLET 111 HE ,914ALL UNIT NUMBERS MITERED END ® MANHOLE 201-206 ® CONTROL STRUCTURE 6. PAVEMENT ELEVAT70NS XX. X X X 6 5 GROUND ELEVA77ONS XX.X X 6 601-606 SHEET FLOW 701-706 SWALE FLOW —.—�. HENDRY COUNTY MON ROE COUNTY COUNTY F G 0L/ `GO a4REFOOT BEACH PRESERVE PROJECT SITE COCOHATCHEE BAY 0 P. U. D DELNOR W70GAIS STATE PARK 8 9 16 WIGGINS PASS 21 10 m rr umfil1 ['1111111 �. E77AL CE rALAi AUDOW ALE I It ff Urban Planning Traffic Engineering Landscape Architecture Environmental V e p Science Civil Engineering FL 366 12730 New Brittany Boulevard, ' fir �'',' h',I t Suite 600 4,e: - E Fort Myers, FI 33907 t 239.437.4601 F 239.437.4636 r s E admin@VANDAY.com COCOHATCHEE BAY PUD PROJECT DATA FOLIO ID'S: 00155920006 00154680004 00155884207 00156120009 GROSS PUD ACREAGE. • 532.76 ACRES DWELLING UNITS THIS PHASE. 462 TOTAL PROJECT DWELLING UNITS. 582 (MAX. 590 PER P.U.D.) GROSS DENSITY, 1.1 DWELLING UNITS/ACRE NET DENSITY- 1.4 (ABOVE M.H.W.) BUILDINGS -1 TYPICAL UNIT NUMBERING FLOOR* UNIT NUMBERS 1 101-106 2 201-206 3 301-306 4 401-406 5 501-506 6 601-606 7 701-706 8 801-806 9 901-906 10 1001-1006 11 1101-1106 12 1201-1206 13 1301-1306 14 1401-1406 15 1501-1506 16 1601-1606 17 1701-1706 18** 1801-1806 19** 1901-1906 20 It* 2001-2006 -W ABOVE PARKING N/A BUILDING 5 RESIDENTIAL UNIT BREAKDOWN UNIT TYPE 1st -20th Living Level FLOOR AREA (S F) BEDROOMS 1 3, 133 3 2 3, 062 3 3 2,961 3 4 2,961 3 5 J,062 3 6 3, 133 3 TOTAL # UNITS: BLDG 2 = 120 UNITS (ALL 3 BED) BLDG 3 = 120 UNITS (ALL 3 BED) BLDG 4 = 120 UNITS (ALL 3 BED) BLDG 5 = 102 UNITS (ALL 3 BED) TOTAL THIS PHASE = 462 UNITS TOTAL PROJECT = 582 UNITS 0 SDP -2004 -AR- 5284 REV: 9 KINSALE CONDO PH II - VI Project: 2003120052 Date: 3111/08 DUE: 3/20/08 DEVELOPMENT STANDARDS — MAINTENANCE BLDG. 8 KINSALE (COCHATCHEE P.U.D.) DEVELOPMENT STANDARDS MAINTENANCE BLDG. REQUIRED PROVIDED MIN. LOT AREA NO MINIMUM NIA MIN. LOT WIDTH NO MINIMUM N/A SETBACK TO ANY ROAD (A? EDGE OF PAVEAfENT OR HOCK OF CURB) 20' MIN. 101, SETBACK TO EXTERIOR PROPERTY LINES 25' MIN. 43' MIN. DISTANCE BETWEEN -3T TU ARCHITECTURALLY UN/F7ED"`c RIN�RVIf .� D/iAR MIN. DISTANCE BETWEEN &MIfECATE`CT ! IAS BEVIEV EDAI 7? kPPH V STRUCTURES NCY W1 H COLLI , i i� L ",' MAXIMUM -BUILDING HEIGHT*, HE EN -1 ITY/ENG6IQEER OI REWZ' SIC N FLOOR AREA MIN. NG THESE-" 1 t P'� B MIN. DISTANCE FROM 1JS:- 411)lilZ`. W 01 DED: W' 6F.. LL. I ?ZghAS R SETBACKS TO PRESERVE PR/NC'PLC4&*Ri7 URS E HIIBITEF2 DR ` .R .G. ACCESSORY STRUCTURE 10' A' �Wl ED FOR r MENT 'LAND LE FOR tlCTURE *1. FOR GOLF COURSE DISTRICT, BUILDING HEIGHT /S CALCULATED ASA ED NIA " BY THE COLLIER C NTY LAND DEVELOPMENT CODE. ENGINEERING PROJECT RP IEW l __ RIGHT-OF-WAY PERMIT WATER MANAGEMENT PLAN SITE CLEARING (INFRASTRUCTURE) ENGINEERING SERA>ICFS ATE A& DEVELOPMENT STANDARDS FOR R1 MULTI—FAMILY HIGH RISE BUILDINGS, CLUBHOUSE KINSALE (COCHATCHEE P.U.D.) CABANAS REVISIONS BLDG. 1 REV. # DATE DESCRIPTION BLDG. 4 1 12-04 REVISED PER COLLIER COUNTY CABANAS 2 07-22-05 REVISED PER COLLIER COUNTY PROVIDED 3 6/01/06 REVISED PER COLLIER COUNTY PROVIDED 4 3-23-07 REVISED PER COLLIER COUNTY PROVIDED 5 10/05/07 REVISED PER COLLIER COUNTY AND CHANGES TO PHASING PER NEW EAGLE INFORMATION 6 11/21/07 REVISED PER COLLIER COUNTY - 7 12/11/07 REVISED PER COLLIER COUNTY - 8 02/08/08 REVISED PER COLLIER COUNTY NIA The information shown on these plans is subject to change. It is the recipients responsibility to verify all information prior to commencement of planning, engineering and/or construction. e o, p o �a Is U CLW p W W z il :z W6 W CS _. �ry 4i OM Q a: o N/A SHEET INDEX - 1 COVER SHEET - 2 EXISTING CONDITIONS AND CLEARING PLAN D .3 MASTER SITE PLAN 0.50 BH NOT 4 MASTER UTILITY PLAN 25' 5-7 PAVING, GRADING AND DRAINAGE PLANS 0.5 BH NOT 8-9 PLAN AND PROFILES 10 SIGNAGE AND STRIPING PLAN 11 EROSION CONTROL PLAN do DETAILS 12-13 PAVING, GRADING, & DRAINAGE DETAILS 14 WATER DETAILS FRONT YARD -ACCESSORY BLDG. INCLUDING PARKING STRUCTURE 15 SEWER DETAILS 454 16 MASTER LANDSCAPE PLAN 1287 17-15 LANDSCAPE PLANS 0.5 BH NOT 19 LANDSCAPE DETAILS & NOTES LESS THAN 25 FT 20 GOPHER TORTOISE AREA MANAGEMENT PLAN 21 IRRIG47ION PLAN 22 IRRIGATION PLAN LESS THAN 25 FT. 2.3 IRRIGATION DETAILS BH DEVELOPMENT STANDARDS FOR R1 MULTI—FAMILY HIGH RISE BUILDINGS, CLUBHOUSE KINSALE (COCHATCHEE P.U.D.) CABANAS *1 FRONT YARDS SMALL BE MEASURED AS FOLLOWS: *3 WHERE BUILDINGS WITH A COMMON ARCHITECTURAL THEME ARE ANGLED, BLDG. 1 BLDG. 2 BLDG. 3 BLDG. 4 BLDG. 5 CLUBHOUSE CABANAS DEVELOPMENT STANDARDS REQUIRED PROVIDED PROVIDED PROVIDED PROVIDED PROVIDE REQUIRED PROVIDED REQUIRED PROVIDED , MIN. LOT AREA N/A - - - - - N/A NIA J Acre N/A MIN. LOT WIDTH N/A - - - - - N/A N/A N/A N/A FRONT YARD -INTERNAL ROAD *1 0.50 BH NOT 132' 60' 25' 25 ' NIA / 0.5 BH NOT 45. 0.5 BH NOT LESS THAN 25 FT. LESS THAN 25 FT. LESS THAN 25 FT. N/A FRONT YARD -ACCESSORY BLDG. INCLUDING PARKING STRUCTURE 0.50 BH NOT• 276 454 67 J' 78 J' 1287 0.5 BH NOT 0.5 BH NOT 0.5 BH NOT 0.5 BH NOT LESS THAN 25 FT LESS THAN 25 FT. LESS THAN 25 FT. LESS THAN 25 FT. LESS THAN 25 FT. FRONT YARD-VANDERBILT DRIVE BH 385' 560' 782' 887' 1424' N/A NIA N/A 51' FRONT YARD ACCESSORY BLDG. 50 N/A NIA N/A NIA N/A N/A N/A NIA N/A SIDE YARD 0.5 BH 123' > 100' >100' > 100' 122' 15' > 15' 15' > 15' REAR YARD PRINCIPAL D.5 BH > 1 D0' >100' > 100' > 1 DO' >I00' 15' > 15' 15' > 15' REAR YARD ACCESSORY 15 >15' >15' >1 ' >15' >15' 10' >10' 10' >10' SETBACKS TO PRINCIPLE STRUCTURE 25' 36' 27' 52' 26' 34' 0.5 BH NOT 0.5 SH NOT THAN 25 FT. N/A LESS THAN 25 FT. N/A PRESERVELESS ACCESSORY STRUCTURE 10' 88' 13' 53' 43' 23' N/A N/A N/A N/A MAXIMUM BUILDING HEIGHT *5 20 STORIES FOR A 20 STORIES; 20 STORIES; 20 STORIES; 20 STORIES; 17 STORIES; MAX. HEIGHT OF 200 FT. 200 FT. 20D FT. 200 FT. 175 FT. * 2 35' 19,11 " 9' 200 FT. *2 ! 1800 SF. >I 800 SF. > 1800 SF. > 180D SF. > 1800 SF. > 1800 SF. 1,200 S.F. 51,225 S.F. NO MINIMUM *4 1 708 SF UNIT DISTANCE BETWEEN PRINCIPLE N/A N/A N/A N/A N/A N/A 0.5 BH not less 154, 0.5 BH not less 15' STRUCTURES -CABANAS & CLUBHOUSE than 15 feet than 15 feet REQUIRED PROVIDED (BLDGI TO BLDGI) #1 to J2 #2 to #3 #3 to 14 14 to 15 DISrANCE BETWEEN PRINCIPAL 0.50 SBH S77?UC7URE5 - TOWERS OR As APPROVED 153' 126' 127' 341' DIS ANCE ROWEEW /NC/PAL 0.50 SBH 107' 6D' 81 ' 22T — OR AS APPROVID *1 FRONT YARDS SMALL BE MEASURED AS FOLLOWS: *3 WHERE BUILDINGS WITH A COMMON ARCHITECTURAL THEME ARE ANGLED, A. IF THE PARCEL /S SERVED BY A PUBLIC RIGHT—OF—WAY, SETBACK /S SKEWED OR OFFSET FROM ONE ANOTHER, AND WALLS ARE NOT PARALLEL TO ONE ANOTHER, INE SETBACKS CAN BE ADMlNlS 7IVELY REDUCE MEASURED FROM THE ADJACENT RIGHT—OF—WAY UNE. . B. IF THE PARCEL /S SERVED BY A PRIVATE ROAD, SETBACK /S MEASURED *4 FOR ACCESSORY USES, INCLUDING G48ANAS, THERE SHALL BE NO MINIMUM FLOOR AREA FROM 7174E BACK OF CURB (!F CURBED) OR EDGE OF PAVEMENT (/F NOT CURBED. *5 FOR THE RES/DENTL4L DISTRICT, BUILDING HEIGHT !S DEFINED AS THE VERTICAL DISTANCE MEASURED FROM THE FIRST HABITABLE FINISHED FLOOR TO THE at *2 BUILDING HEIGHT FOR NORTH PROPERTY UNE ADJACENT TO ARBOR UPPERMOST FINISHED CEILING ELEVATION OF THE STRUCTURE' Sheet No. olF 4THECT T MA IN THE ITA TRACT SHALL 8E LI EEr TO 17 HABITABLE STORIES AND A MAXIMUM HABITABLE HEIGHT OF 175 FEET Project . -47 8 Date: 50' Buffer Wetlond x Prvcoonio --��. Upland FLUCCS TABLE PHASES TWO -SIX CODE DESCRIPTION ACREAGE 321 PALMETTO PRAIRIE 1.44 Ac. 411 PINE FLATWOODS 14.52 Ac. 416 SCRUBBY PINE FLATWOODS 0.70 Ac. 625 HYDRIC PINE FLATWOODS 0.09 Ac. 641 FRESHWATER MARSH 2.62 Ac. TOTAL 19.37 Ac. LEGEND N i x +i EXISTING GRADE �GOLF CART PATH w -- CONTOUR LINE O O PHASE LINE DEMOLITION I-AYER (-- IF— --...7T—" 0 50 100 200 SCALE. 1 100' WETLAND AREAS WATER O O O CLE4RING SEQUENCE (SEE CONSTRUCTION 6 D F G SEQUENCE NOTE ON SHEET 3 FOR TIMING O OF CONSTRUCTION/CLEARING) NO TE., CLEARING FOR EACH PHASE (EXCEPT BUILDING 3 PAD) SHALL BE TIED TO ISSUANCE OF BUILDING PERMITS) WITHIN THAT SEQUENCE. �00T SFWMD JURISDICTIONAL LINES HEREON AS SHOWN ON APPROVED ERP PLANS (PERMIT # 11-01882--P) PHASE 11 -VI LIMITS OF CLEARING = 13.63 ACRES AREA PREVIOUSLY CLEARED _ 2.67 ACRES IN PHASE I s0 A 94 , I f BLDG. OTPRIN (TOTAL A FA= 7, 1 AC.) ° BOARDWALK HIN I, PRESERVE T E FIEL r. e LOCATED INC ORDINATION ' WITH COUNTY STAFF I---�;I,= -- - --. b ' Wiggins Pass Road ® CLEARING LIMITS PREVIOUSLY CLEAREL CLI;i1N1NG1IMITSKEYA1,AY (N. T. S.) 2 W 4 z 4 0 W Ir Z z Q J O O Q) (i v J v O v w L w w w 0 0 w 0 w 0 w z 0 w 0 w w Q� or t� rq N \ O \ N N 117 10 �o 0 O ,� ++ O O O q m U COO®1j..,. q ^ U m :30 o m 0, II 0 a m U m A O m q m m 0 m 80 eCQ> O i ;1., A ti ti Q amp � Lq 2 W 6 i 02 w cc 3z w cy CIOW u rte. cS®� �s CAD o co po U ZZ bA ai eA ami ' v M C y, loa..l C V � ClY C � O C bA JC � m M E ElM rnm� a -pE ..n G • � r ': � N N C PROJECT No. 80447 MAD No: 80447-SP09 NOTE.• THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION. N SITE STATISTICS OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENTS' OF RECORD. 1I TOTAL PROJECT SITE DEVELOPMENT SUMMARY (FAST of M. H. W. L.) DESCRIPTION WEST I EAST -1' TOTAL 0 TOTAL ,�w w ,q w SIDEWALKS PATHS * 0.64 AC w _ w 91.23 AC 174.76 AC 265.99 AC 100% TOTAL PRESERVE C. E. & G. T. P. * 37.86 AC 45.67 AC �. ; w� w TOTAL RETAINED UPLAND OUTSIDE C. E- w � a• 1.46 AC w' w TOTAL RETAINED WETLAND OUTSIDE C.E- 0. 14 AC 5.43 AC 5.57 AC 2.1% TOTAL PROJECT POTENTIAL DEVELOPMENT w i. 122.20 AC 175.43 AC 65.93E 4 w ` ,t, y WETLAND AREAS y y (RETAINED OUTSIDE C.C. C. E.) (5.57 AC) i i i i i UPLAND AREAS (RETAINED OUTSIDE C. C. C. E-) (1.46 AC) w : BUFFER w w ALL AREAS WEST OF THE M.H. W.L. ARE OPEN WATER OR WETLAND AREAS PERCENTAGE BREAKDOWNS APPLY ONLY TO C.C.C.EE, AREAS EAST OF THE M.H. W. L. SEE AR -5282 FOR TOTAL PROJECT PRESERVE INFORMATION. MIN 15'w w` w BUFFER NOTE.• THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION. N SITE STATISTICS OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENTS' OF RECORD. 1I TOTAL PROJECT SITE DEVELOPMENT SUMMARY (FAST of M. H. W. L.) DESCRIPTION WEST I EAST -1' TOTAL 0 TOTAL TOTAL PROJECT BREAKDOWN ALL PHASES ,q (AR -5282) Tee j 31 SIDEWALKS PATHS * 0.64 AC TOTAL SOP SITE AREA 91.23 AC 174.76 AC 265.99 AC 100% TOTAL PRESERVE C. E. & G. T. P. * 37.86 AC 45.67 AC 83.53 AC 31.47o TOTAL RETAINED UPLAND OUTSIDE C. E- - 1.46 AC 1.46 AC 0.67o TOTAL RETAINED WETLAND OUTSIDE C.E- 0. 14 AC 5.43 AC 5.57 AC 2.1% TOTAL PROJECT POTENTIAL DEVELOPMENT 53.23 AC 122.20 AC 175.43 AC 65.93E BLDG5 - 17 Stories PARKING EL. = 9.00 MIN. F.FE. = 21.10 Loke Practice Tee ; Practice Range A-3 Teaching TOTAL AREA q OF TOTAL A. Tst NON -NESTING SEASON (MAY 16 - SEPT 30.- CLEAR/NG MIRY ROAD, LAKM PARKING, CLUBHOUSE (EXTERIOR) ; AR -5282 J 0C�► I 37.2% P D K ,q (AR -5282) Tee j 31 SIDEWALKS PATHS * 0.64 AC NON-NESTINGSEASON B !BEYOND: if LAKES 1.71 AC 8.8% CLLEAR/NG AND CON N OF BLDG. AND 2.96 AC 15.3% TOTAL IMPERVIOUS STAGING AREA (FvnJRE BLDG f3): INTERIOR OF CLUBHOUSE: : i i _ - _ W LAN EE SERVE � SECOND DN NESITNG SEASON REMNNfNG DNAL WITH .....F ...: ..ITLATID I Q \ 9.49 COM PLETION OF EXTERIOR CONSTRUCTION) PHASE 2-8 ( ; , { ) \ D. TH/RD NON -NESTING SEASON=: BLDG #2 -_ 4 Fou 4' i + E NON-NESrrN \ FOURTH (SUBSEOUENI) G SE4SON+�: BLDG #3 ,. .0 r 1 Cil \ ..._..__.._.. ..�..---•__-.- -•-- DOES NOT lNCL11DF TNF Fn//nWIIdG RnAPnWA1K FFdT1IRF4 PARCEL DESCRIPTION TOTAL AREA q OF TOTAL BU! ING 7. 1 A 37.2% P D K ,q 1.6% SIDEWALKS PATHS * 0.64 AC 3.3% LAKES 1.71 AC 8.8% PAVEMENT DRIVES ** 2.96 AC 15.3% TOTAL IMPERVIOUS 12.82 AC 66.2% W LAN EE SERVE 1.16 A X UPLAND BUFFER 1.8 A 9.49 OTHER OPEN SPACE TOTAL PERVIOUS J. AC 6.55 AC 33.8% TOTAL 19.37 AC 1009' w w it y w �r u:;:: w PARKING EL. / !� ` ,: ✓rsreLE AND coNsrRucTFD of WOOD ssaKEs sEr a MAX.OF TEN FEET APART, AT 5� 40 BUFFER , = s.: M L WATER MAIN RUSHING, CHLORINATION AND TESTING <, a RANGE OF TWO 70 FOUR FEET ALL COVERED CONTINUOUSLY WITH BRIGHTLY '9 ` ..e J. flNAL WSPEC7K3NS 9 00 A HEIGHT w w AVERAGE 25 - g., Q $1 I ( COLORED, ALL-WEATHER MESH MATERL4L OR EQUAL ANY EXISTING TREE (S) THAT WILL M/N. F.F.E.: . * w K. ANY OTHER TESTING REOUIRED BY THE COUNTY BE RETAINED OR CLAtRIED FOR CREDIT MUST Bf 84RR/CARED PRIOR 7tJ CONSTRUCTION. 2D.5D CED AT FULL DRIPLINE OR l y O Z ,.. ' ...L. ! BARRICADES SHALL BE PLA SX (6) FEET FROM TRUNK, ... .: , -. .. ,�......--. ' ; ,:_. '?:. 3 .,.- ..r �I �j....... _ I - z THE CONTRACTOR SHALL NAVE ALL EXISTING URLflY N RI WHICHEVER '. _ n �/ \ \ iYB ' =' I :: i I LES (SPRINT. IPL WATER. CABLE /C EVER /S GREATER. NOTE SFWMD JURISDICTIONAL LINES HEREON AS SHOWN ON APPROVED ERP PLANS (PERMIT I� 11-01882-P) 3:\projects\804\80447\SDP,Phase_Two-thru-Six\9th_Sub\80447-SP09.dwg, 2/28/2008 3:04:28 PM, PLT-TRF-G:pc3 .LEGEND: �s W a 2 A i �O W U 2 e j j j j j j j O O O O O 0 0 w W w LQ _2 a: `n O O O O O \ N O \ \ \ N ommo" Lo Lo W) oma.®m q zap>�m A e rn C! dc o � ay co oU W 3 0-: W 2 W �N z� W xW � �J N 0C i i w �. N Qrz ��� �� !� •J u d •V M V � l� a W s L Cupp a E c �•i „ drys a CU•0 m �•> P►~CNN - T W E CIO IN tj Lj momcT No: 80447 1CAD NO. 80447-SP09 Sheet No. J of AREAS WEST OF THE M. H. W. L. = 266.77 ACRES SHADING DENOTES AREAS WITHIN COLLIER COUNTY CONSERVATION EASEMENTS (C. C. C. E.) TOTAL C. C.C. E- AREA = 84.77 ACRES (1007. OF C. C. C. E:) w WETLAND PRESERVE WITHIN C. C. C. E. AREA = 55.40 ACRES (65.47.) UPLAND PRESERVE AND GOPHER TORTOISE PRESERVE (G. T. P.) WITHIN C. C. C. E. AREA = 24.74 ACRES (29.2%) UPLAND PRESERVE = 4.30 ACRES G. T. P. = 20.44 ACRES CREATED WETLAND PRESERVE WITHIN W ! "♦ i THE C. C. C. E. AREA = 0.95 ACRES (1. 17.) UPLAND/STRUCTURAL BUFFER AREAS WITHIN THE C. C. C. E. AREA = 3.68 ACRES (4.37.) y WETLAND AREAS y y (RETAINED OUTSIDE C.C. C. E.) (5.57 AC) i i i i i UPLAND AREAS (RETAINED OUTSIDE C. C. C. E-) (1.46 AC) LITTORAL SHELF WATER ALL AREAS WEST OF THE M.H. W.L. ARE OPEN WATER OR WETLAND AREAS PERCENTAGE BREAKDOWNS APPLY ONLY TO C.C.C.EE, AREAS EAST OF THE M.H. W. L. SEE AR -5282 FOR TOTAL PROJECT PRESERVE INFORMATION. W a 2 A i �O W U 2 e j j j j j j j O O O O O 0 0 w W w LQ _2 a: `n O O O O O \ N O \ \ \ N ommo" Lo Lo W) oma.®m q zap>�m A e rn C! dc o � ay co oU W 3 0-: W 2 W �N z� W xW � �J N 0C i i w �. N Qrz ��� �� !� •J u d •V M V � l� a W s L Cupp a E c �•i „ drys a CU•0 m �•> P►~CNN - T W E CIO IN tj Lj momcT No: 80447 1CAD NO. 80447-SP09 Sheet No. J of NOTE SFWMD JURISDICTIONAL LINES HEREON AS SHOWN ON APPROVED ERP PLANS (PERMIT # 11-01882-P) 3:\projeds\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-SP09.dwg, 2/12/200810:58:19 AM, PLT-TRF-G.PC3 LEGEND 6. ALL UTILITY CONNEC77ONS SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF 16. THE CON7PAC70R SHALL PROVIDE 48 HOURS WRITTEN N077CE TO THE ENGINEER AND TD THE AGENCY HAVING JURISDICTION OF EACH 1NDMDUAL U77UrY UNE: THE COUNTY PRIOR TO THE FOLLOWING ACTM77ES. A COMMENCEMENT OF CONSTRUCTION EXIST/NG GRADE B. CHANGES TO APPROVED SCHEDULES TRENCHES TO AVOID DISTURBANCES OF NA7URA1. VEGETATION. SPOIL FROM TRENCHES SHALL BE C. CONNEC77ON TO EXISTING UTILITY SYSTEMS c �o DES/GN GRADE I AREAS WEST OF THE M. H. W. L. O D CATCH BASIN E. unu7 SYSTEM TESTING AND INSPECTIONS = 266.77 ACRES w �. 8. ALL CONDUITS REQUIRED FOR U77UTY INSTALLATIONS SHALL BE INSTALLED PRIOR TO G. CURB /NSTALLA770N STREET/PAVEMENT CONSTRUCTION. H. SUBBASE BASE AND PAVING OPER477ONS MITERED END I. WATER MAIN FLUSHING, CHLORINA77ON AND TES77NG 9. SITE LIGH77NG SHALL BE PROWDED AS REQUIRED. Q O HEAD WALL K. ANY OTHER TESTING REOUIRED BY 774E COUNTY SHADING DENOTES AREAS WITHIN COLLIER S CONTROL STRUCTURE SANITARY, SEWER, IRR/G4770N, FORCE MAIN & ANY OTHERS) LOCATED AND FLAGGED COUNTY CONSERVATION EASEMENTS (C. C. C. E.) PRIOR TO ANY EXC4V477ON. 12. FIRE HYDRANTS SHALL BE INSTALLED WITHIN THREE FEET OF A CURB LINE OF A FIRE LANE 18. CONTRACTOR TO SUBMIT SHOP DRAWINGS 70 ENGINEER PRIOR TO CONSTRUCTION. TOTAL C.C.C.E. AREA = 84.77 ACRES U.S. UPSTREAM 19. THE CONTRACTOR IS REQUIRED TO OBTAIN WR1770 APPROVAL FROM THE ENGINEER FOR (100,-. OF C. C. C. E) -- -- 20. CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER, 15. ALL DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO A CONDITION 21. THE CON7RACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO D. S. DOWNSTREAM COMMENCEMENT OF CONS7RUC77ON AND N077FY THE ENGINEER 1MMEDL47ELY OF ANY r WETLAND PRESERVE WITHIN C. C. C. E. 0 50 100 200 . AREA = 55.40 ACRES (65.49) INV. INVERT ; SCALE: 1 100' RCP REINFORCED CONCRETE PIPE, UPLAND PRESERVE AND GOPHER TORTOISE PRESERVE (G. T. P.) WITHIN G G C. E. -�" SURFACE FLOW DIRECT/ON �, AREA = 24.74 ACRES (29.29) UPLAND PRESERVE = 4.30 ACRES PHASE LINE G.T.P. = 20.44 ACRES SWALE ...... * CREATED WETLAND PRESERVE WITHIN 25 YEAR BERM " THE C. C. C. E. • • • LAKE EDGE AREA = 0.95 ACRES (I. I9) UPLAND/STRUCTURAL BUFFER AREAS GREASE TRAP CALCULATIONS WITHIN THE G G C. E. 1. RESTAURANTS: (S) x (GS) x (HR/12) x LF = DTECrnVE CAPACITY /N GALLONS AREA = 3.68 ACRES (4.37) S = NUMBER OF SEATS /N THE DIN/NG AREA (150). GS = GALLONS OF WASTE WATER PER SEAT. (USE 25 GALLONS FOR ORDINARY RESTAURANT). WETLAND AREAS HR - NUMBER OF HOURS ESTABLISHMENT /S OPEN (12 HOURS). LF - LOADING FACTOR (0.75 FOR OTHER ROADS) v W (RETAINED OUTS/DE C. C. C. E.) (150) x (25) x (10/12) x (0.75) - 2343.75 GALLONS. (5.57 AC) It 2. OTHER TYPE OF ESTABUSHMENTS WITH COMMERCLAL KITCHENS, (M) x (GM) x (LF) - EFFECTIVE CAPACITY /N GALLONSEil UPLAND AREAS (M) = MEALS PER DAY (300). (GM) - GALLONS PER MEAL (5 GAL). (RETAINED OUTS/DE G G C. E.) (LF) = LOADING FACTOR (100 WITH DISH WASHING) (1.46 AC) (300) x (5) x (100) - 1500 GALLONS EFFECTIVE CAPACITY REOUIRED. MAXIMUM VOLUME PER GREASE INTERCEPTOR - 1250 GALLONS L/TTORAL SHELF TWO (2) 250 GALLON GREASE IN773?CEP7DRS /N SERIES REOUERED. FIRE ELM CALCULATIONS - PHASE H -VI CLUBHousE WATER CONSMUCTION TYPE V. CLUBHOUSE WILL BE SPR/NKLERED- MIN. FIRE FLOW = 2037 GPM. *ALL AREAS WEST OF THE M. H. W. L. ARE OPEN WATER OR WETLAND AREAS AIUL77-FAMILY BUILDINGS PERCENTAGE BREAKDOWNS APPLY ONLY TO C. C. C. E. AREAS EAST OF THE M.H. W. L. CONS7RUCT/ON TYPE 11 MULTI -FAMILY BUILDINGS WILL BE SPRINKLERED. MIN. FIRE FLOW = 1882 GPM (BLDG 5) MIN. FIRE FLOW - 2071 GPM (BLOCS 1, 2, 3 and 4) AVAILABLE FIRE FLOW Q Test Date: 04/18/07, Static Pressure = 80 PSI Measured now = 2014 GPM ® 51 PSI residual Calculated 20 psi residual flaw = 4507 GPM ® 20 PSI UTILITIES 1. ALL ONSITE* WATER AND SEWER FACILITIES SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCA770N. 2. ALL WATER DISTRIBUTION SMEM CONS7RUC770N MATERIALS AND METHODS SHALL BE /N ACCORDANCE WI7H APPLICABLE COLLIER COUNTY U77LMES SPECIRCA77ONS. 3. ALL SEWAGE COLLECTION SYSTEM CONSTRUCTION MATERIALS AND METHODS SHALL BE IN ACCORDANCE WITH APPLICABLE COLLIER COUNTY U77UTIES SPECIFICATIONS. 4. THE LOCA77ON OF DOS77NG U77U77ES HAS BEEN PREPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE INFORMA77ON /S NOT GUARANTY THEREFORE THE CONTRACTOR SHALL VERIFY THE LOCA77ON AND ELEVATION OF ALL U77UTIES /N THE FIELD PRIOR 70 THE START OF ANY CONSTRUCTION ACT7VMES. 5. THE CONT7i4CMR /S RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAM4GED DURING CONSTRUC770N, INCLUDING /RR/G4770N LINES AND SERVICES THE APPROPRL47E U77UTY SHALL BE N077FIED OF ALL DAMAGED LINES PRIOR TO REPAIR. ALL NECESSARY REPAIRS SHALL BE PERFORMED /MMEDLA7ELY UPON DAMAGE OF UNE. 6. ALL UTILITY CONNEC77ONS SHALL CONFORM TO THE STANDARDS AND REQUIREMENTS OF 16. THE CON7PAC70R SHALL PROVIDE 48 HOURS WRITTEN N077CE TO THE ENGINEER AND TD THE AGENCY HAVING JURISDICTION OF EACH 1NDMDUAL U77UrY UNE: THE COUNTY PRIOR TO THE FOLLOWING ACTM77ES. A COMMENCEMENT OF CONSTRUCTION 7. THE UNDERGROUND CONTRACTOR SHALL .MINIMIZE THE WORK AREA AND WIDTH OF B. CHANGES TO APPROVED SCHEDULES TRENCHES TO AVOID DISTURBANCES OF NA7URA1. VEGETATION. SPOIL FROM TRENCHES SHALL BE C. CONNEC77ON TO EXISTING UTILITY SYSTEMS PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE ENG/NEER OR COUNTY D. THRUST BLOCK INSPECTION S THE CONTRACTOR SHALL NOT REMOVE OR DIS7VRB ANY TREES OR SHRUBS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OR THE COUNTY E. unu7 SYSTEM TESTING AND INSPECTIONS F. TRENCH AND BACKFILL COMPACTION AND DENSITY TESTING 8. ALL CONDUITS REQUIRED FOR U77UTY INSTALLATIONS SHALL BE INSTALLED PRIOR TO G. CURB /NSTALLA770N STREET/PAVEMENT CONSTRUCTION. H. SUBBASE BASE AND PAVING OPER477ONS I. WATER MAIN FLUSHING, CHLORINA77ON AND TES77NG 9. SITE LIGH77NG SHALL BE PROWDED AS REQUIRED. J. FINAL INSPECTIONS 10. NO FIRE APPIJANCE (LE: FH, PN, FDC) SHALL BE OBSTRUCTED, VISUALLY OR FUNC77ON4LLY K. ANY OTHER TESTING REOUIRED BY 774E COUNTY BY CONSTRUCTION OR VEGETATION. 17. THE CONTRACTOR SHALL HAVE ALL DUSTING U77UTY LINES (SPRINT FPL, WATER, CABLE; 11. FIRE HYDRANTS SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE LOCAL FIRE SANITARY, SEWER, IRR/G4770N, FORCE MAIN & ANY OTHERS) LOCATED AND FLAGGED DISTRICT PRIOR TO ANY EXC4V477ON. 12. FIRE HYDRANTS SHALL BE INSTALLED WITHIN THREE FEET OF A CURB LINE OF A FIRE LANE 18. CONTRACTOR TO SUBMIT SHOP DRAWINGS 70 ENGINEER PRIOR TO CONSTRUCTION. STREET, OR PRIVATE STREET WHEN INSTALLED ALONG SUCH ACCESS WAYS. 13. THE FIRE PROTEC77ON WATER SUPPLY, 1AICLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND 19. THE CONTRACTOR IS REQUIRED TO OBTAIN WR1770 APPROVAL FROM THE ENGINEER FOR 1N SERVICE PRIOR 70 PLACING COMBUSTABLE BUILDING MATER14LS ONSITE ANY DEK47IONS FROM THE APPROVED PLANS AND/OR SPECIRCA77ONS 14. ALL PVC PIPE UNDER PAVEMENT SHALL BE CLASS 200. 20. CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CHANGES TO THE ENGINEER, 15. ALL DRIVEWAYS, LANDSCAPING, SIGNS, GRASS, ETC. SHALL BE RESTORED TO A CONDITION 21. THE CON7RACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO EQUIVALENT TO PRE CONS7RUC770N COIVEDI710N UNLESS OTHERWISE APPROVED BY THE COMMENCEMENT OF CONS7RUC77ON AND N077FY THE ENGINEER 1MMEDL47ELY OF ANY ENGINEER AND COUNTY. REQUIRED PLAN DEVIATIONS. Sheet No. 4 of PBGIEff No: 80447 ACRD No: 80447—SP09 Sheet No. - of sp m .L' 3:\projects\804\80447\$DP\Phase_Two-thru-Six\9th_Suh\80447-SP09.dwg, 216/2008 4:08:33 PM, PLT-TRF-G.pc3 LGN 0 — SWALE —•—•—•— — 25 YEAR BERM °K®® LAKE EDGE PHASE LINE BOARDWALK -�" SURFACE FLOW DIRECTION AREAS WEST OF THE M. H. W. L. A = 266.77 ACRES SHADING DENOTES AREAS WITHIN COLLIER COUNTY CONSERVATION EASEMENTS (C. C. C. E.) TOTAL C. C. C. E. AREA = 84.77 ACRES (1001 OF C. C. C. E.) y WETLAND PRESERVE WITHIN C. C. C. E. AREA = 55.40 ACRES (65.41) ,) UPLAND PRESERVE AND GOPHER TORTOISE PRESERVE (G.TP.) WITHIN C. C.C. E. AREA = 24.74 ACRES (29.29,') UPLAND PRESERVE = 4.30 ACRES G. T.P. = 20.44 ACRES t: CREATED WETLAND PRESERVE WITHIN THE C. C. C. E. AREA = 0.95 ACRES (1.11) UPLAND/STRUCTURAL BUFFER AREAS WITHIN THE C. C. C. E. AREA = 3.68 ACRES (4.33) y WETLAND ARE4S y y (RETAINED OUTSIDE C. C. C. E.) (5.57 AC) i i i i i UPLAND AREAS (RETAINED OUTSIDE C. C. C. E.) (1.46 AC) LITTORAL SHELF WATER *ALL AREAS WEST OF THE M. H. W. L. ARE OPEN WATER OR WETLAND ARFAS PERCENTAGE BREAKDOWNS APPLY ONLY TO C. C.C.E. AREAS EAST OF THE M.H. W. L. PRomT No. 80447 ACAD Na. 80447-SPO9 Sheet No. of d- 8[- ...................................... 4[ ................................... r i` SEE MECHANICAL DRAWINGS FOR INTERIOR PLUMBING BY OTHERS (TYP) — I — A 7 A NOTE: FOR UTILITY SYSTEM NOTES, SEE- SHEET 4. LIMITS OF A PHASES //—V/ Practice Range (BY OTHERS) AR 5282 i OF DRY DETENTION 4 L� .,...'. .. AREA i : low :s ,j >...w TO EXIS771� > {ye MAIN AT lop". y . t : F : C 7 i . a a lA ri Clubhouse/ { Restaurant (150 Seats) Raised 1 Deck - F( a to rccr INV. 0.00 Os ......................... ..o....... N .. ............................................................................................................ 18 IF LESS THAN 12" INVERT 1.54 (SE) ............... I........... ............. . ...........------ ------..............................................--.....................................-- ..................................... PROVIDE SAND CUSHION ............ .......... ......... ......... ..................... ................ ........ .............. .......................... ........................ ............. ......... ............................ ..... VERTICAL SCALE: 1' = 4 N HORIZONTAL SCALE: 1" = 40 ............................Ii...�....... Q h (!) fJy� S A /2r-- ........ ..................... '1•V o O - .................. �...�°�� i-°oNNN WWW S 4 1� h 8[- ...................................... 4[ ................................... r i` SEE MECHANICAL DRAWINGS FOR INTERIOR PLUMBING BY OTHERS (TYP) — I — A 7 A NOTE: FOR UTILITY SYSTEM NOTES, SEE- SHEET 4. LIMITS OF A PHASES //—V/ Practice Range (BY OTHERS) AR 5282 i OF DRY DETENTION 4 L� .,...'. .. AREA i : low :s ,j >...w TO EXIS771� > {ye MAIN AT lop". y . t : F : C 7 i . a a lA ri Clubhouse/ { Restaurant (150 Seats) Raised 1 Deck - F( a PVC a 0.40% to rccr INV. 0.00 (--60 N"� N .. ............................................................................................................ IF LESS THAN 12" INVERT 1.54 (SE) ............... I........... ............. . ...........------ ------..............................................--.....................................-- ..................................... PROVIDE SAND CUSHION ............ .......... ......... ......... ..................... ................ ........ .............. .......................... ........................ ............. ......... ............................ ..... VERTICAL SCALE: 1' = 4 HORIZONTAL SCALE: 1" = 40 hV 0.7NN� 1Q lU•------•• J W ......................................................................................................... ..................................... ........ ..................... '1•V o O �...�°�� i-°oNNN WWW S 4 1� h h tiu-12W - ................................•---•----................-•---•-•------------------•----------...------...........-.......-----.................... 8" CL200 DR 14 . ...... I ............... ....... PROPOSED GRADE ..... .................... . MAIN -•-------------- �qWATER J ........ ........... .................. .... .......---- ....------. EXISTING GRADE — -- 8 NV. RCP �......... NV. 0.00 CONNECT TO EXIST. — ........ STUB --OUT .... _ _ 15 LF ®0.40% 8" PVC SANf TARP SEWER ... ... 82 LF 8" SDR -26 PVC 0.40% .... .: -- _ .--- ........... ... ............ . ......... 4 PVC a 0.40% to rccr INV. 0.00 (--60 MIN. CLEARANCE. STA 19+05.21 2.81 Rm IF LESS THAN 12" INVERT 1.54 (SE) ............... I........... ............. . ...........------ ------..............................................--.....................................-- ..................................... PROVIDE SAND CUSHION ............ .......... ......... ......... ..................... ................ ........ .............. .......................... ........................ ............. ......... ............................ ..... VERTICAL SCALE: 1' = 4 HORIZONTAL SCALE: 1" = 40 3:\Projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-SP09.dwg, 2/6/2008 4:08:59 PM, PLT-TRF-G.pc3 S Z 2 Vl Q W 2 U e j j j j j 0 0 0 0 0 U W L W W W J O O p v W W W w 0 V) v W Ll oc c � Y Y to I �o O N \ O cV 0 ° o 0 0 coda Q)Lo Lo v 0A. o A A C 'Cf ti ® O cr- Q e rn 2 c- f:: O W W ZL ~ LU N Q) �C uT co r� V •� C) 00� �� `z co 010 w rw � W LLJ LU CL aA v c m r 8 t0 �• m � o a "@) W y sib PROiPLi' N0: 80447 ACD No: 80447—SP09 Sheet No. of 23', 7' BUFFER 7 /6R 6 25' ;:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\B0447-SP09.dwg, 2/612008 4:09:17 PM, PLT-TRF-G.pc3 .. 7*�s Exist. Water - Exist. 8" / Fre Main Fi 8" DR14 PVC TO IN, DECK HYDRANT 6" DR14 PVC - WAtR SERV. _ /Q 'X i Eli IE Im IR ............. ..................................................................(...3 �..................� �� N 3 eh �r N obi O ........................................ .............d........�............................ p�.q�......................... ^ ....,..,. ................... 0`� N }ttOON �oojtiti j�j.�`-`-e! ti ti ti . ...................................... �.... N �. k ------------------------- Z............................ ..............._ (n r1l PROPOSED j y ................................................................................. GRADE 1 . ................................... 40, LF 8' ........ EXISTING GRADE .................................. SDR- 26 GRADE IN 4. RCP S 0-26 PVC (i..........................� INV. 4.00 --i i — ...........................--... ... 00yN�CT, AT ............. f�. - EX. PLUG J INVERT 4.67 v...-�................... ®. 1. .... ..15 LF 8" 36" TYP. (�..................... . 00.407a _ SDR -26 PVC CONNECT AT 0 a 40X � � TYP.-�jpf......�.�..tic. Auc......................................... .... .........� �.................. AA INVERT 2.94 EX. 8 PVC WATER7ER MANN EX• 8" DR14 v �u EX 8" DR ' PVC WATER MAIN - PVC FIRE MANN � EX. 8" DR14 ...............PVC_.... MAIN.............--------------------...---------............................................ ............................ VERTICAL SCALE: 1" = 4 HORIZONTAL SCALE: 1" = 40 74 0 1❑ Clubhouse/ Restaurant (150 Seats) i PLANTER ;5- ~ RAMP _.._ - Poo/ - SECONDARY FDC BLDG.12 Exist 8X8"x8"TTee w/8"G.V \ (Fre) Exist. 8x8"x6" Tee w/ 6" G. V. Exist. PVC We (Trp.) W A NOTE. • FOR UTILITY SYSTEM NOTES, SEE SHEET 4. W z W Z Q 0 W Z Z Q J J J j J O O O O O W W W W W 0 0 0 0 2 o v v v v Q v W W w Wc1c w z -0 W c rQ CN A N h �o .v LO LO i 1 I o m w° 'to 0 o 11 a0 A �I m v m O m e o cy— O V tial �= W Wit Uj �N 2 21 Q o 4i Nch cz C2 �w Le w w IX® 00 LO v�wU c v c a� cu �V M W � d � C W 8 N v d o � ret c a r t'O � IdJ a yE iral cl-1 10 Aoft 2 000" 52 5 � I ,_fie �. PRomff No. 80447 AM No: 80447—SP09 Sheet No. WA of ZJ `'. ;:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\B0447-SP09.dwg, 2/612008 4:09:17 PM, PLT-TRF-G.pc3 .. 7*�s Exist. Water - Exist. 8" / Fre Main Fi 8" DR14 PVC TO IN, DECK HYDRANT 6" DR14 PVC - WAtR SERV. _ /Q 'X i Eli IE Im IR ............. ..................................................................(...3 �..................� �� N 3 eh �r N obi O ........................................ .............d........�............................ p�.q�......................... ^ ....,..,. ................... 0`� N }ttOON �oojtiti j�j.�`-`-e! ti ti ti . ...................................... �.... N �. k ------------------------- Z............................ ..............._ (n r1l PROPOSED j y ................................................................................. GRADE 1 . ................................... 40, LF 8' ........ EXISTING GRADE .................................. SDR- 26 GRADE IN 4. RCP S 0-26 PVC (i..........................� INV. 4.00 --i i — ...........................--... ... 00yN�CT, AT ............. f�. - EX. PLUG J INVERT 4.67 v...-�................... ®. 1. .... ..15 LF 8" 36" TYP. (�..................... . 00.407a _ SDR -26 PVC CONNECT AT 0 a 40X � � TYP.-�jpf......�.�..tic. Auc......................................... .... .........� �.................. AA INVERT 2.94 EX. 8 PVC WATER7ER MANN EX• 8" DR14 v �u EX 8" DR ' PVC WATER MAIN - PVC FIRE MANN � EX. 8" DR14 ...............PVC_.... MAIN.............--------------------...---------............................................ ............................ VERTICAL SCALE: 1" = 4 HORIZONTAL SCALE: 1" = 40 74 0 1❑ Clubhouse/ Restaurant (150 Seats) i PLANTER ;5- ~ RAMP _.._ - Poo/ - SECONDARY FDC BLDG.12 Exist 8X8"x8"TTee w/8"G.V \ (Fre) Exist. 8x8"x6" Tee w/ 6" G. V. Exist. PVC We (Trp.) W A NOTE. • FOR UTILITY SYSTEM NOTES, SEE SHEET 4. W z W Z Q 0 W Z Z Q J J J j J O O O O O W W W W W 0 0 0 0 2 o v v v v Q v W W w Wc1c w z -0 W c rQ CN A N h �o .v LO LO i 1 I o m w° 'to 0 o 11 a0 A �I m v m O m e o cy— O V tial �= W Wit Uj �N 2 21 Q o 4i Nch cz C2 �w Le w w IX® 00 LO v�wU c v c a� cu �V M W � d � C W 8 N v d o � ret c a r t'O � IdJ a yE iral cl-1 10 Aoft 2 000" 52 5 � I ,_fie �. PRomff No. 80447 AM No: 80447—SP09 Sheet No. WA of ZJ 3:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-SP09.dwg, 2/12/200811:00:10 AM, PLT-TRF-G.pr3 0 50 100 200 SCALE: 1" = 100' STOP V R1-1 R1-2 DETECTABLE WARNING a PUBLIC SIDEWALK CURB — RAMP { 00°0°0° o_o_o_0 Rim:Illll,l, 11211,211111 1 V - R4-7 OM2 -2H ALL CROSSWALK MARKINGS ARE WHITE SIDEWALK RESERVED \ W2-6 W6-2 W11-2 R7-8 W16 -7P STOP BAR WHERE SHOWN GEM= 11= 1. FOR PUBLIC SIDEWALK CURB RAMPS, REFER TO FDOT STD. INDEX NO. 304. 2. FOR PAVEMENT MARKING AND SIGN INSTALLAT70M REFER TO FDOT STD. INDEXES 5535 THROUGH 17356. J. CROSSWALK MINIMUM WIDTHS: INTERSECT70N CROSSWALK 6' MID BLOCK CROSSWALK 10' CROS, ALK STRIPING DETAIL N.T.S On Romps That Are Perpendicular With The Curb Line. The Dome Pattern Shall Be In -Line With The Direction Of Travel. Cn Ramps intersecting Curbs On A RodW, The Deme Pattern Shall Be In-Une With The Direction Of Travel To The Extent Practical. 1 i I ( 0.90 Alin. 6 1 ® a 1.4° Max. 0.2' t 0.02' Truncated Dome lnteyral Dame Q 0 O The top Width of the dome shall be o minknum of 509 and o maximum of 65.1 of the base diameter. ® 0 TRUNCATED DOME Base -to -base spring shall be 0.65" minimum between domes. A11 Sidewalk Curb Ramps Shall Have Delectable Warning Surfaces That Extend The Full Width Of The Romp And in The Direction Of Travel 24 Inches ( 610 mm) From The Back Of Curb. CURD RAMP DETECTABLE 41iiARNING DETAIL N.T.S. PICTORIAL VIEWS PLAN TYPICAL PLACEMENT OF DETECTABLE WARNING ON CURES RAMPS Q N.T.S. Utility Strip PRozff No.. 80447 ACO NO. 80447-SP09 if I Sheet No. 100'of 23 LEGEND A� 6" SOLID WHITE EDGE LINE © 6" SOLID WHITE LANE LINE �C 6" SOLID YELLOW EDGE LINE @D 6" 2'-4' DOTTED WHITE GUIDE LINE ® 18" YELLOW TRANSVERSE LINE ® 24" WHITE STOP LINE © 12" WHITE CROSSWALK LINE 0 LANE ARROW O HANDICAP AISLE MARKING �K HANDICAP SYMBOL MARKING d O 6" WHITE PARKING LOT STALL MARKING 0 36" WHITE YIELD LINE STOP V R1-1 R1-2 DETECTABLE WARNING a PUBLIC SIDEWALK CURB — RAMP { 00°0°0° o_o_o_0 Rim:Illll,l, 11211,211111 1 V - R4-7 OM2 -2H ALL CROSSWALK MARKINGS ARE WHITE SIDEWALK RESERVED \ W2-6 W6-2 W11-2 R7-8 W16 -7P STOP BAR WHERE SHOWN GEM= 11= 1. FOR PUBLIC SIDEWALK CURB RAMPS, REFER TO FDOT STD. INDEX NO. 304. 2. FOR PAVEMENT MARKING AND SIGN INSTALLAT70M REFER TO FDOT STD. INDEXES 5535 THROUGH 17356. J. CROSSWALK MINIMUM WIDTHS: INTERSECT70N CROSSWALK 6' MID BLOCK CROSSWALK 10' CROS, ALK STRIPING DETAIL N.T.S On Romps That Are Perpendicular With The Curb Line. The Dome Pattern Shall Be In -Line With The Direction Of Travel. Cn Ramps intersecting Curbs On A RodW, The Deme Pattern Shall Be In-Une With The Direction Of Travel To The Extent Practical. 1 i I ( 0.90 Alin. 6 1 ® a 1.4° Max. 0.2' t 0.02' Truncated Dome lnteyral Dame Q 0 O The top Width of the dome shall be o minknum of 509 and o maximum of 65.1 of the base diameter. ® 0 TRUNCATED DOME Base -to -base spring shall be 0.65" minimum between domes. A11 Sidewalk Curb Ramps Shall Have Delectable Warning Surfaces That Extend The Full Width Of The Romp And in The Direction Of Travel 24 Inches ( 610 mm) From The Back Of Curb. CURD RAMP DETECTABLE 41iiARNING DETAIL N.T.S. PICTORIAL VIEWS PLAN TYPICAL PLACEMENT OF DETECTABLE WARNING ON CURES RAMPS Q N.T.S. Utility Strip PRozff No.. 80447 ACO NO. 80447-SP09 if I Sheet No. 100'of 23 LECEAID: DENOTES SILT FENCE LOCATIONS \\\\\\\ GRAVEL CONSTRUCTION ENTRANCE 1. EXCAVATE THE TRENCH. r: I;4" `BALE WIDTf J. WEDGE LOOSE STRAW BETWEEN BALES 2. PLACE AND STAKE STRAW BALES offialmi 4. BACKFU AND COMPACT THE EXCAVATED EARTH. CONSTRUCTION OF A STR4W BALE BARRIER `II POINTS A SHOULD BE HIGHER THAN POINT j.• 1p a p- Ap NOTE.' 1. THE USE OF STRAW BALE BARRIERS AND SILT FENCE SHALL BE INCREASED AS NECESSARY TO CONTAIN EROSION. 2. CONTRACTOR SHALL INSTALL SILT FENCE AND HAY OR STRAW BALE BARRIERS PER FDOT ROADWAY AND TRAFFIC DESIGNSTANDARDS INDEX 102 OR APPROVED EQUIVALENT PRIOR TO ANY SITE ACTIVITIES. J. REFER TO THE 'PAVING GRADING AND DRAINAGE PLAN" AND "DEMOLITION PLAN" FOR ADDITIONAL INFORMATION. 6" MINIMUM FDOT J1 COARSE AGGREGATE Ap` AV rofflL_ ANCHOR BALES WITH 2--2"X2'X4' STAKES PER BALE DITCH DITCH BOTTOM INLET F777771_.__...... T3 o� TYPE 111 OR TYPE lV 5�ti1Y� SILT FENCE TYPE N OR TYPE IV SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER, f TYPE N SILT FENCE TYPE IV SILT FENCE NOTE. SPACING FOR TYPE IV AND TYPE V FENCES TO BE IN ACCORDANCE WITH DITCH INSTALLATIONS AT DRAINAGE POST OPTIONS: N. T. S WOOD 2 V2'%MIN. DIA. WOOD 2 x 4" OAK 1 1/2" x 1 1 2" STEEL 1.33 LBS/F_7. MIN. ELEVA77ON OPTIONAL POST POSITI( " A NOTE. FOR CLEARING, BARRICADE EACH SEQUENCE AREA INDIVIDUALLY, PER THE SEQUENCING SHOWN ON SHEET 2. FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) FILTER FABRIC FLOW SECTION NOTE. SILT FENCE TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FENCE (LF) N. T. S. CURB & GUTTER RIMINIM a a 2 i a 0 Z e O O O O O W W J J J O J J ,44 p p p 2 o 0 N Q� c m a C) � a � °mm0m Q A _ m ° m m o � 4 U0 Q y C0 o; w� c� W 4i y..l �1 _w A w � �•s �. CN Q1 00 GJ ®rte cV �w � co ct � in G LA C of J C a+ W � 16.1 d O ma L y� W b A (, c m A M C.4 E 'i = •> n'%Cir� H � s 5„4.4 } Fs .o PRolacr No. 80447 MAD No: 80447-SP09 Sheet No. 11 ofia ma I� 12' � 5' C ,.. 3,-6 " '..ML FAAL 9. 2'-U'I 2,500# CONC. �' OONCRETE VALLEY GUTTED N. T. S. G G D or D or Span^ Span J'-6" 10" 5' 3" 4" n Slope 2-#4 Ba Tronsitio N o Frost SyoP e Const. Joint Permitted y + See End View 0 4" B 4" (Enlarged) y WONT ViE3�V O J B Const. Joint Permitted (Keyway & Dowels Required - Dowels #4 Bars, 18" With 9" Embedment 0 12" Ctrs For Bar Grade And P t S N t 3 E aymen ee o e ) 'E Opening Area (SF) Dimensions D Number Of Pipes A 8 C E F G S I5' -----\ & QUAA l 1 / (E'S 1B' -- Const. Joint Permitted (Keyway & Dowels Required - Dowels #4 Bars, 18" With 9" Embedment 0 12" Ctrs For Bar Grade And P t S N t 3 E aymen ee o e ) ENDWALL DIMENSIONS ROUND CONCRETE PIPE 'E Opening Area (SF) Dimensions D Number Of Pipes A 8 C E F G S I5' DIMENSIONS & QUAA l 1 / (E'S 1B' -- I'-3' 4'-6' I' -ii' I'-3' 1'-0' 2'-10' 2r 241 4.82 7.23 9.64 2'-5' l'-4' 5'-0' 2'-0' P-4' I'-6' 3'-2' D X A B C E F G Single Pipe M Double Pipe Triple Pipe Quad Pipe N GRATE SIZES Standard Extra Weight Pipe Strong Pipe CONCRETE Single Double Pipe Pipe (Cu. Triple Pipe Yds.) Quad Pipe SODDING (Sq. Yds.) Single Double Triple Quad Pipe Pipe Pipe Pipe 15 2 -7 2.27 4.09 fi.3fi' 4.03' 8' 1.22' 4.53' 7.21 9.79' 12.37' 1.19' 0.76 1.16 1.54 1.94 8 10 11 12 18 2'- 10 2.36 5.12 7.48' 5.03' 9 1.41' 4.92 775' 10.58' 13.42' 1.21 0.85 1.28 1.71 2.17 _ 9 10 12 13 24 3 -5 2.53 7.18'0 .9.71' 7.03' A 11' 1.73' 5.50' 8.92 12.33' 15.75' 1.25 1.02 1.58 2.15 2.75 10 12 13 15 30 4 1-3' 2.70' 9.25 11.95 9.03' 13' 2.00' 6.08' 10.33' 14.58' 18.83' 1.29 2 1 31.23 1.98 2.74 3.50 12 14 15 17 36 5 -1 2.87 11.31'* 14.18' 11.03'0 15 2.24 fi. 67 11.75' 16.83' 21.92' 1.33 2 1 2 3" - 1.40 2.38 333 4.24 13 15 17 20 42 6-0 305 1337 16.42' 13.03' 17' 2.45 7.25 13.25 19.25 25.25 1.38 2 1 2 3 1 2 1.fi0 2.83 4.04 5.2fi 14 17 19 22 48 6 -9 322 15.43 18. 65' 15.03' 19' 2.65' 7.83 14.58' 21.33' 28.08' 1.42 2 1 2 3 1 2 1.81 3.26 4.70 6.14 15 18 21 24 54 7-8 339 17.49 20.88" 17.03" 21 283 8.42 16.08 2375 31.42 1.45 3 4" 2.03 3.78 5.54 728 _ 17 20 23 27 fi0 8 -fi 35fi 19.55 2311 19.03 23 300 9.00 17.50' 2fi.00 34.50 1.50 3 4" 2.28 4.3fi fi.43 8.50 ENDWALL DIMENSIONS ROUND CONCRETE PIPE 'E Opening Area (SF) Dimensions D Number Of Pipes A 8 C E F G S I5' 1.23 2.46 3.69 4.92 f -i1' 1'-2 4'-0' 77 77 0'-6' 27- 1B' 1.77 3.54 5.31 7.08 2'-2' I'-3' 4'-6' I' -ii' I'-3' 1'-0' 2'-10' 2r 241 4.82 7.23 9.64 2'-5' l'-4' 5'-0' 2'-0' P-4' I'-6' 3'-2' 24 3.14 6.28 9.42 12.56 2'-8' I'-4' S'-6' 2'-0' I'-4' 2'-0' 3'-5' 2T 3.98 7.96 11.94 15.92 2'-I1' 1'-5' 6'-0' 2'-1' 1'-5' 2'-6' 3'-!0' 30' 4.91 9.82 14.73 19.64 3'-2' f-6' 6'-6' 2'-2' f-6' 3'-0' 4'-3' 36' 7.07 4 2/.2l 28.28 3' 9' 1' e' r -b 4' I' -e' 4'-0'd5-9/142" FASTENER 9.62 19.24 26.8636.485'-d48' 12.57 25.14 37.71 50.28 4'-e' 2 -/ 9'-s'6'-0'54' WiTH WWF 6x6-W1.4xW1.4 15.90 31.80 47.70 63.60 5'-2' 2' 6" A7 6' 3' 2• 2'-3' r-0' A 0.42 a 6.2o Uimensions permitted to ollow use of 8- standard pipe lengths. O 10.40' O 10.10'Dimensions permitted to ollow use of 12' stondord pipe lengths. e0 Concrete slab shall be deepened to form bridge across crown of pipe. See section below. y MN .. .... .., a <. ,....°.,.. y A PLAN VIEW CATCH BASIN DATA USF GRATE 'E A B C D NO. OR A.E. GRATE 3'-4" 2'-0" 4'-3" 3'-1 " 6210 1_i� 4'-4" J' -O"5'-10' 4'-6" 6300 GRATE ELEV. d 2 (2) #5 X 5'-0" EDGE OF PAVEMENT 6" COMPACTED LIMEROCK BASE COMPACTED SUBGRADE 1. LIMEROCK BASE MUST BE COMPACTED TO A MINIMUM OF 98J OF .MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 100. 2. STABILIZED SUBGRADE MUST BE COMPACTED TO A MIN/MUM OF 989. OF MAXIMUM DRY DENSITY AND HAVE A MIN/MUM LBR OF 40 AFTER MIXING. 3. ASPHALT TO BE APPLIED IN TWO 3/4" LIFTS iAYP�/O�A ASPH�ILT �_ ! RMUL �MJN N.T.S. ;:\projects\804\80447\SDP\Phase__Two-thru-Six\9th_Sub\80447-0TD9.dwg, 2/6J7DD84',13:47 PM, PLT-TRF-G.pc3 JS BARS AS SHOWN) G. J5 BAR A 4 0. C. (2) #5 BARS ATT 1 " 0. C. CONSTRUCTION JOINT 1 J = �I O i_J� NZ) NOTES: 1. INLET TOPS SHALL BE FORMED AND CAST IN PLACE. PRECAST INLET TOPS WILL NOT BE ACCEPTED. FORMS AND STEEL PLACEMENT SHALL BE INSPECTED AND APPROVED BY ENGINEER PRIOR TO CONCRETE PLACEMENT. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,400 PSI /N 28 DAYS, (FLORIDA DOT CLASS 11 CONCRETE PER SECTION 346 LATEST EDITION) N VARIES WITH PIPE DIA. SEE SECTION A -A 8"1 AND TABLE -1 , 8" C14 I� GRATE 8" 1_i� 3'-0" 4„ PIPE lI BUMPER, (2) 3/4" DIA. 3'-0" CENTER ON HOLES INVERT P^AARKING SPACE W 2, �' PRECAST 8 1 -4" 6" CONCRETE 10" MIN. 20 1 GAL 5 PIPE SIZE WHELE-STOP All Railing Material Wolman Extra or Equal 3 3000# CONC.� TOTAL 2 (2) #5 X 5'-0" EDGE OF PAVEMENT 6" COMPACTED LIMEROCK BASE COMPACTED SUBGRADE 1. LIMEROCK BASE MUST BE COMPACTED TO A MINIMUM OF 98J OF .MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 100. 2. STABILIZED SUBGRADE MUST BE COMPACTED TO A MIN/MUM OF 989. OF MAXIMUM DRY DENSITY AND HAVE A MIN/MUM LBR OF 40 AFTER MIXING. 3. ASPHALT TO BE APPLIED IN TWO 3/4" LIFTS iAYP�/O�A ASPH�ILT �_ ! RMUL �MJN N.T.S. ;:\projects\804\80447\SDP\Phase__Two-thru-Six\9th_Sub\80447-0TD9.dwg, 2/6J7DD84',13:47 PM, PLT-TRF-G.pc3 JS BARS AS SHOWN) G. J5 BAR A 4 0. C. (2) #5 BARS ATT 1 " 0. C. CONSTRUCTION JOINT 1 J = �I O i_J� NZ) NOTES: 1. INLET TOPS SHALL BE FORMED AND CAST IN PLACE. PRECAST INLET TOPS WILL NOT BE ACCEPTED. FORMS AND STEEL PLACEMENT SHALL BE INSPECTED AND APPROVED BY ENGINEER PRIOR TO CONCRETE PLACEMENT. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,400 PSI /N 28 DAYS, (FLORIDA DOT CLASS 11 CONCRETE PER SECTION 346 LATEST EDITION) N VARIES WITH PIPE DIA. SEE SECTION A -A 8"1 AND TABLE -1 , 8" 6'-0 " I� Y-_ 8" 1_i� 3'-0" 4„ DIA. lI BUMPER, (2) 3/4" DIA. 3'-0" CENTER ON HOLES M..COVER P^AARKING SPACE 3'-0" 2, �' PRECAST 8 1 -4" 6" CONCRETE 10" MIN. 20 1 GAL 5 31 WHELE-STOP All Railing Material Wolman Extra or Equal 3 3000# CONC.� TOTAL 2" r6" 2 (2) #5 X 5'-0" EDGE OF PAVEMENT 6" COMPACTED LIMEROCK BASE COMPACTED SUBGRADE 1. LIMEROCK BASE MUST BE COMPACTED TO A MINIMUM OF 98J OF .MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 100. 2. STABILIZED SUBGRADE MUST BE COMPACTED TO A MIN/MUM OF 989. OF MAXIMUM DRY DENSITY AND HAVE A MIN/MUM LBR OF 40 AFTER MIXING. 3. ASPHALT TO BE APPLIED IN TWO 3/4" LIFTS iAYP�/O�A ASPH�ILT �_ ! RMUL �MJN N.T.S. ;:\projects\804\80447\SDP\Phase__Two-thru-Six\9th_Sub\80447-0TD9.dwg, 2/6J7DD84',13:47 PM, PLT-TRF-G.pc3 JS BARS AS SHOWN) G. J5 BAR A 4 0. C. (2) #5 BARS ATT 1 " 0. C. CONSTRUCTION JOINT 1 J = �I O i_J� NZ) NOTES: 1. INLET TOPS SHALL BE FORMED AND CAST IN PLACE. PRECAST INLET TOPS WILL NOT BE ACCEPTED. FORMS AND STEEL PLACEMENT SHALL BE INSPECTED AND APPROVED BY ENGINEER PRIOR TO CONCRETE PLACEMENT. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,400 PSI /N 28 DAYS, (FLORIDA DOT CLASS 11 CONCRETE PER SECTION 346 LATEST EDITION) N VARIES WITH PIPE DIA. SEE SECTION A -A 8"1 AND TABLE -1 , 8" COVER MARKED STORM" CONSTRUCTION JOINT . 1 DOWNSTREAM Cv FOR CURVED CURB SECTIONS FRONT FACE OF BOX TO BE POURED RADIAL TO CURB STANDARD THROAT INLET TABLE- I zi I� L C 1_i� 3'-0" /K2,3-! DIA. lI 4'-0" 3'-0" I M..COVER 5'-0" 3'-0" 8" MIN. H' U.S. FOUNDRY 1OVER NG 126 I 4'-0" 10" MIN. 20 1 GAL 5 31 MYRICA CERIFERA WAX MYRTLE All Railing Material Wolman Extra or Equal 3 COVER MARKED STORM" CONSTRUCTION JOINT . 1 DOWNSTREAM Cv FOR CURVED CURB SECTIONS FRONT FACE OF BOX TO BE POURED RADIAL TO CURB STANDARD THROAT INLET TABLE- I TYPE A B C 1 3'-0" 3'-0" 8" MIN. lI 4'-0" 3'-0" 8" MIN. 1/1 5'-0" 3'-0" 8" MIN. IV 3'-0" 4'-0" 10" MIN. PLANTING SCHEDULE �-"I ^I GRATE 3"x8" String ers SPECIES NAME COMMON NAME q COVERAGE ACRES SIZE SPACING (feet O.C.) QUANTITY S4S Decking 0.09 4"x4" Posts PINUS ELLIOTTY SLASH PINE 20 3 GAL 10 8 ILEX GLABRA GALLBERRY 20 1 GAL 5 31 LYONIA FERRUGINEA RUSTY LYON/A 20 1 GAL 5 31 MYRICA CERIFERA WAX MYRTLE All Railing Material Wolman Extra or Equal 3 TOTAL 102 '.,,�..Arol '., CONSTRt JO/P SINK CONSTRUCTION WHEN INLET FUNCTIONS AS A SINK, THE VALLEY GUTTER FLOW LINE SHALL LOWER ONE INCH (1') PER THREE FEET (3) AND TRANSITION AS SHOWN ON THE RIGHT OF SECTION A -A AND PLAN VIEW. (STRUCTURE AND VALLEY GUTTER ARE SYMMETRICAL ABOUT STRUCTURE CENTER LINE) CHANNEL COMPACTED MATERIAL sECRON = DEVELOPMENT AREA MIN. ELLV 3 -DAY ELE STORM PROPOSED BULKHEAD (TYP.) SUBJECT TO STRUCTURAL DESIGN VF (BY OTHERS) TYPICA MEAD N.T.S. 4" CONCRETE (3000 PSI MiN.) 4- UREROCK BASE v 12. Ti CAL SID WALK SE 170A Al N.T.S. 3/ BoI 7rT ,. - #4 EACH CORNER INLET TOPS BY PAVING CONTRACTOR INLET BOTTOMS BY INDERGROU(ND CONTRACTOR 6"x6" - 8/8 WW MESH )R #4 BARS AT 8" O. C. E. W. 2"x6" #1 .40 CCA �-"I ^I GRATE 3"x8" String ers 2"x4" . 40 CCA 60 CCA RGH 3"x8" .60 CCA 2"x6" S4S Decking #1 .40 CCA 4"x4" Posts #1.40 CCA 3"x8" .60 CCA 2' RGH 3x8" .60 CCA �3/4" HDG --' - - Double Bolted Note: All Railing Material Wolman Extra or Equal ELEV. APPROX. 4' ABOVE '-EVAT70N BOARDWALK DETAIL N.T.S. T10N ,,--SOD�l1� BEVELED OR V I ~ l ROUND CORNERS CONSTRUC11ON JOINTS PERMJTTED �-"I ^I GRATE s 0 0 0 2' C' 3 FASTENER - SOD CONC. SLAB, 3" THICK, REINFORCED WiTH WWF 6x6-W1.4xW1.4 e0 4 CONCRETE PiPE 10' OUTSIDE R41LING 3"x8" .60 CCA MEASUREMENT Decking S4S 2"x4" # 1 .40 CCA '6. 10" 2.50 CCA Pilings (typ•) Piling Penetration of 6' to 8' into substrate. TOP VIEW -SINGLE PIPE 14 S j o � CONSTRUC77ON JOINTS PERMITTED *1- DITCH SADDLE o - GR4DE F (PIPE TO BE INCLUDED UNDER UNiT PRiCE FOR MITERED END SECDON) *SLOPE. TO I PIPE FOR PiPES 18" AND SMALLER C2:1 FOR PIPES 24" AND LARGER ON N. T. S. 16" SAME SLOPE AS ADJACENT PAVEMENT I 9" I 7" N 1 3/4 3/4" 3/4 " co TYPE AUR' N.TS. 8" FINISHED GRADE 6' `D 2 R ASPHALT PAVEMENT LiMEROCK BASE `' STABILIZED SUBGRADE 2,50011 CONC. N.T. S Future Curb And /", �--20' R Or As Shown On Plans Gutter Construction / -!a A 11_2„ L_ J"Exp. Joint L-A L Valley Gutter Curb And Gutter PLAN 1' 2" .Std. 3' -O`"o .SECWV AA 60 10-611 o `L `-w.►� 7j' St 1101 alp SECTM W 6" l' -l0" ti _7� Std. SECTICN CC M MOT INDU JO®) N.T. . o � w 2 4 11 O W Z s U z Q j 0 U Up O w w w O J O J o � O 0 2 to ti, (n N o N ® V m s ci v o �� 0� 0 0 0 a a 0 0a� °" p� 0 0 e - G \ A X o I., 0mr.;9A 9-5 9 �y q� °o ti ti Qh � ood lY r_a o � UU � rc�v QE CZ lei za j 2 ww W iYN �.i W N �w Op 4 Cn (jCS O ®� � r C'140 00 (Zo O O g� co U � to®` sem, U c v+,r C 61 �, as c i w s L Cj aos c m r •C � •d T a �Y C o' ,a C H Uj E .� iro •' n Y G N y cd v omma tC. e� ix PROJECT No: 80447 ACRD NO. 80447-OT09 �e0000���o�oo�o MWA I I I I I I I I I I 11 I I I I I I 1 1 1 ARROWS INDICATE HC= OUTLINE OF TOWER ABOVE 24' WIDE DRIVE AISLE v. ACCES/BLE ROUTES _ 24' WIDE DRIVE AISLE TO FL A o TR4SH t I ROOM B W ®► ®► 1 BERM C. E. A GARAGE RAGE GARAGE GARAGE 22O' '-0' 3,659 WALL BY OTHERS FFE AS NOTED 22 = 0' 22'-0' x x 22'-0' 2:2•_0 - - STABILIZA TION. 4 MAX. UPLAND BUFFER LOCKER O'LME MIN. ELEV = 7.6 (PRESERVE AREA Al 1 ELEVA77ON TESTORAGE O - ��.to�` , ``. 3 VARIES 5.0-6.0 GE.= 4.0 1 0 3 CD. S W. T. o 4 z _ O 4 MAX. NOTE: ALL BERMS GREATER THAN 2' MUST O .: I �1► � - �� VAR/ES 4.5-5.5 2 IF BERM IS GREATER THAN 2' AND SIDE k cv rdi IIIOI.g1011111 . - . n ��! `O 2 N.T.S. BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. N. T.S. - Iillll;Iliplllll►�I n : o TR4SH t I ROOM B W ®► ®► 1 r TRASH LIJ J FITNESS FIRE ROOMROOM ROOM 4� L LIUQ o® I 24' WIDE DRIVE AISLE ® ARROWS INDICATE HC 24' {NIDE DRIVE AISLE �u q ACCES/BLE ROUTES 3 3 TO EV T S N t o `roe°eee°oeme oo®e o gum 24' WIDE DRIVE AISLE HOLDING GENEM001? ROOM SIDEWALK 18' (TYP.) 24' 18' (7YR.) 1 24' WIDE DRIVE AISLE 24' WIDE DRIVE AISLE BUILDING Z I & 5 TYPICAL GARAGE PLAN 0 L/A SU/LDInIG 2� Z do 5 TYPICAL SSC= PL OQR PARKING &A TRASH AND RECYCLE CONTAINERS SHALL BE ® SCALE = 1 " = 40' AIR CONDITIONED ARL` -A = 12,447 SF (15.99) SCALE = 1 " = 40' Z ' ROLLED OUT FOR COLLECT/ON PARKING AREA (NON A/C) = 65,951 SF (84.19) 2ti_j3' RETAINING HIGH-RISE 10 FFE WALL BY OTHERS AS NOTED 2' MIN. PROF/LE GRADE 3� 5'PER 2' 18' SPINE ROAD PER PLAN j 25' CREATED VAR/ES VARIES S/DEWK PLAN 22(AT ENTRANCE) > UPLAND BUFFER 30' MAX. .gam <;. 1-112 TYPE S-11/ ASPHALT -J 1 r 1 (2 L/FTS} 4 MAX. f ' _ E1 = F 29 d MIN. ELEV 7.6 MAX. 2�29 PRESERVE AREA ; j f d _3.,..3.,�' ! y j�s,�.z- ELEVATION, ,• TO REMAIN NATURAL - - - - - - - - =- - - t • :� 3 VAR/ES 4.0-5.6 LIMIT OF DEVELOPMENT .:- DRAINAGE SWALE, 8" LIMERQCK VARIES 1.5-5.0 BASE - d MATCH EXISTING GRADE SEE PLAN APPROX. EXIST. GRADE (389 A' MAX DENSITY) TYPE CURB RETAINING WALL TO CREATED UPLAND VALLEY GUTTER 12" STABALIZED SUBGRADE �'�QRQN 'PH-ff" (LBR 40) _BQULE1/A9D SECTTQN A L4 N.T.S. N.T.S. NOTE: ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:1 SLOPE /F GRASSED. 8' CL200 PVC 8' PVC SANITARY IF BERM IS GREATER THAN 2' AND SIDE SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST WATERMA/N 0 SEWER Q BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. CONSERVA TION AREA SIGN 10' MULTI -USE VARIES PATH OR BOARDWALK HIGH-RISE PERIMETER BERM FFE 0 16' MAX. 10' ELEVATION=SEE TABLE AS NOTED Z UZI15' (MIN.) VARIES r: �� 25' (AVE.) 3>I UPLAND BUFFER J 1 3 MAX 3 CONSERVATION (PRESERVE AREA 4 MAX. AREA SIGN LTO REMAIN NATURAL) MAX. 10' MULTI -USE LIMIT OF DEVELOPMENT MATCH EXIS77NG GRADE VARIES 3.5-5.5 m BERM C. E. A GARAGE RAGE GARAGE GARAGE 22O' '-0' 3,659 WALL BY OTHERS FFE AS NOTED 22 = 0' 22'-0' x x 22'-0' 2:2•_0 22'-0• 22'_0• r TRASH LIJ J FITNESS FIRE ROOMROOM ROOM 4� L LIUQ o® I 24' WIDE DRIVE AISLE ® ARROWS INDICATE HC 24' {NIDE DRIVE AISLE �u q ACCES/BLE ROUTES 3 3 TO EV T S N t o `roe°eee°oeme oo®e o gum 24' WIDE DRIVE AISLE HOLDING GENEM001? ROOM SIDEWALK 18' (TYP.) 24' 18' (7YR.) 1 24' WIDE DRIVE AISLE 24' WIDE DRIVE AISLE BUILDING Z I & 5 TYPICAL GARAGE PLAN 0 L/A SU/LDInIG 2� Z do 5 TYPICAL SSC= PL OQR PARKING &A TRASH AND RECYCLE CONTAINERS SHALL BE ® SCALE = 1 " = 40' AIR CONDITIONED ARL` -A = 12,447 SF (15.99) SCALE = 1 " = 40' Z ' ROLLED OUT FOR COLLECT/ON PARKING AREA (NON A/C) = 65,951 SF (84.19) 2ti_j3' RETAINING HIGH-RISE 10 FFE WALL BY OTHERS AS NOTED 2' MIN. PROF/LE GRADE 3� 5'PER 2' 18' SPINE ROAD PER PLAN j 25' CREATED VAR/ES VARIES S/DEWK PLAN 22(AT ENTRANCE) > UPLAND BUFFER 30' MAX. .gam <;. 1-112 TYPE S-11/ ASPHALT -J 1 r 1 (2 L/FTS} 4 MAX. f ' _ E1 = F 29 d MIN. ELEV 7.6 MAX. 2�29 PRESERVE AREA ; j f d _3.,..3.,�' ! y j�s,�.z- ELEVATION, ,• TO REMAIN NATURAL - - - - - - - - =- - - t • :� 3 VAR/ES 4.0-5.6 LIMIT OF DEVELOPMENT .:- DRAINAGE SWALE, 8" LIMERQCK VARIES 1.5-5.0 BASE - d MATCH EXISTING GRADE SEE PLAN APPROX. EXIST. GRADE (389 A' MAX DENSITY) TYPE CURB RETAINING WALL TO CREATED UPLAND VALLEY GUTTER 12" STABALIZED SUBGRADE �'�QRQN 'PH-ff" (LBR 40) _BQULE1/A9D SECTTQN A L4 N.T.S. N.T.S. NOTE: ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:1 SLOPE /F GRASSED. 8' CL200 PVC 8' PVC SANITARY IF BERM IS GREATER THAN 2' AND SIDE SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST WATERMA/N 0 SEWER Q BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. CONSERVA TION AREA SIGN 10' MULTI -USE VARIES PATH OR BOARDWALK HIGH-RISE PERIMETER BERM FFE 0 16' MAX. 10' ELEVATION=SEE TABLE AS NOTED Z UZI15' (MIN.) VARIES r: �� 25' (AVE.) 3>I UPLAND BUFFER J 1 3 MAX 3 CONSERVATION (PRESERVE AREA 4 MAX. AREA SIGN LTO REMAIN NATURAL) MAX. 10' MULTI -USE LIMIT OF DEVELOPMENT MATCH EXIS77NG GRADE VARIES 3.5-5.5 m J PATH OR BOARDWALK PERIMETER BERM 16 MAX. 10 Zti VARIES ELEVATION=SEE TABLE �o 15 (MIN.) 20' BERM C. E. A 7.60 6.0 B 760 4.0 J PATH OR BOARDWALK PERIMETER BERM 16 MAX. 10 Zti VARIES ELEVATION=SEE TABLE �o 15 (MIN.) 20' 25 (AVE.) I UPLAND BUFFER '1,LME _-....A=6.02oLLU1ff 1 3 R RAREA 4 CE.=B=4.0 N.T.S. ITO REMAIN NATURAL) MAX. 4 D. S. W. T. - NOTE ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:1 SLOPE IF GRASSED. _ IF BERM IS GREATER THAN 2' AND SIDE SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST'' •`'' " = :`'. 4 LAKE BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. LIMIT OF DEVELOPMENT Q b MATCH EXlS17NG GRADE 1L o x N NOTE. • ALL BERMS GREATER THAN 2' MUST VAR/ES 3.5-5.5 2 co " HAVE A MAXIMUM 4.1 SLOPE IF GRASSED. / f h 20' LAKE MAINTENANCE EASEMENT IF BERM IS GREA TER THAN 2' AND SIDE SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST TYPICAL LAKE ]0' BE RIP -RAP OR SOME OTHER SUITABLE TYPICAL TO PRESERVE STABILIZATION. (MIN. CLEAR) SG isECI1QI9f ti ti N.T.S. C. E. :` .w fi .: N �7 - ; o D.S. W.T. p -= Estimoted 3 Inundation 10 Months O z BREAK 7 1 Tolerence of Flooding LAKE O Q POINT r ¢ Name Botanical Nome ZONE (A) - DEEP LSPA Cypresses Taxadium Spp. 3.5 to 12 Months 12 Months N XGiant Bullrush Scirpus Spp. 9 to 12 Months Q T Q 2' to 2.5' Below C.E. Woter Shield Brosenia Schreberi 9.5 to 12 Months N.T.S. Spotterdocks Nuphor Spp. 11 to 12 Months 2 Water Lilies Nymphoeo Spp. 11 to 12 Months SEE LITTORAL SECTION FOR GRADING Tape -grass Vallisnerio Americono 11 to 12 Months DETAILS AT LSPA AREAS. ZONE (B) - MID LSPA Cypresses Taxadium Spp. 3.5 to 12 Months 6 to 12 Months LITTORAL SHELF PLANTING AREA (LSPA) 1' to 2' Below C.E. Pickerel Weed Ponteder/o cordoto 8.5 to 12 months WIDTH VARIES - 16' MIN. 20' take Arrow Head Sagittord spp. 6 to 12 months Moidencone Ponicum Hemitomon 6 to 12 months Mointenance Easement Spikerushes EJeochoris Spp. 6 to 12 months SEE SITE PLAN FOR CONF/GUR4T70N Bur Reed Sporgonium Americonum 8.5 to 12 months OF LSPA FOR EACH LAKE Alligator flag Tholio Geniculoto 8.5 to 12 months 4 ZONE (C) - SHALLOW LSPA Conno Lily Canna flaccida 2 to 6 months 3 to 6 months C. E.0.5' to 1' Below C.E. Red Mope Acer Rubrum 0 to 8.5 Months ' Pap Ash Froxinus coroliniono 1 to 8 months (D) Button Bush Cepho/onthus occidentalis 1 to 8 months D.S.WT. q ( (D� 1 (C) Cardgrass Sportino Spp. 2.5 to 8.5 months O O BREAK 10' (A) 8 MAX Swamp Liiy Crinum Americonum 2.5 to 8.5 months 2' FLUCTUATION LAKE POINT ,: 1 PLAN77NG ZONES FOR 2' FLUCTUATION Rushes Juncus Spp. 6 to 12 months o Q 4 BETWEEN C. E. AND D. S. W. T. TYPICAL FOR cv x o co {A) 2' to 2.5' Below C.E. ALL LAKES � � 1 ZONE (D) -TRANS/7TONAL LSPA Haiiys Ilex spp. 1 to 3.5 months 1 to 3 Months 2 (B) 1' to 2' Below C.E. C.E. to 0.5' Below C.E. Cabbage Palm Saba/ Polmetto 1 to 6 months (C) 0.5' to 1' Below C.E. Wax Myrtle Myrico cerifera 1 month or less r' z : (D) C.E. to 0.5' Below GE. TYPICAL SECM AT LITT®RAL Ufforgi Peonft L•st E 0 0 0 SHELF EIANTING AM d Q Q N.T.S. ;:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-DT09.dwg, 2/6/2008 4:13:55 PM, PLT-TRF-G.pc3 1 " • •' �iiiili�\\\\�1� �000���0000�oc ARROWS INDICATE HC Q 24' WIDE DRIACCESIBLE ROUTES VE AISLE TO ELEVATORSACCESIBLE ROUTES40-ELEVA TORS BERM C.E. A 7.60 6.0 B 7.60 4.0 25 (AVE.) I UPLAND BUFFER '1,LME _-....A=6.02oLLU1ff 1 3 R RAREA 4 CE.=B=4.0 N.T.S. ITO REMAIN NATURAL) MAX. 4 D. S. W. T. - NOTE ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:1 SLOPE IF GRASSED. _ IF BERM IS GREATER THAN 2' AND SIDE SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST'' •`'' " = :`'. 4 LAKE BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. LIMIT OF DEVELOPMENT Q b MATCH EXlS17NG GRADE 1L o x N NOTE. • ALL BERMS GREATER THAN 2' MUST VAR/ES 3.5-5.5 2 co " HAVE A MAXIMUM 4.1 SLOPE IF GRASSED. / f h 20' LAKE MAINTENANCE EASEMENT IF BERM IS GREA TER THAN 2' AND SIDE SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST TYPICAL LAKE ]0' BE RIP -RAP OR SOME OTHER SUITABLE TYPICAL TO PRESERVE STABILIZATION. (MIN. CLEAR) SG isECI1QI9f ti ti N.T.S. C. E. :` .w fi .: N �7 - ; o D.S. W.T. p -= Estimoted 3 Inundation 10 Months O z BREAK 7 1 Tolerence of Flooding LAKE O Q POINT r ¢ Name Botanical Nome ZONE (A) - DEEP LSPA Cypresses Taxadium Spp. 3.5 to 12 Months 12 Months N XGiant Bullrush Scirpus Spp. 9 to 12 Months Q T Q 2' to 2.5' Below C.E. Woter Shield Brosenia Schreberi 9.5 to 12 Months N.T.S. Spotterdocks Nuphor Spp. 11 to 12 Months 2 Water Lilies Nymphoeo Spp. 11 to 12 Months SEE LITTORAL SECTION FOR GRADING Tape -grass Vallisnerio Americono 11 to 12 Months DETAILS AT LSPA AREAS. ZONE (B) - MID LSPA Cypresses Taxadium Spp. 3.5 to 12 Months 6 to 12 Months LITTORAL SHELF PLANTING AREA (LSPA) 1' to 2' Below C.E. Pickerel Weed Ponteder/o cordoto 8.5 to 12 months WIDTH VARIES - 16' MIN. 20' take Arrow Head Sagittord spp. 6 to 12 months Moidencone Ponicum Hemitomon 6 to 12 months Mointenance Easement Spikerushes EJeochoris Spp. 6 to 12 months SEE SITE PLAN FOR CONF/GUR4T70N Bur Reed Sporgonium Americonum 8.5 to 12 months OF LSPA FOR EACH LAKE Alligator flag Tholio Geniculoto 8.5 to 12 months 4 ZONE (C) - SHALLOW LSPA Conno Lily Canna flaccida 2 to 6 months 3 to 6 months C. E.0.5' to 1' Below C.E. Red Mope Acer Rubrum 0 to 8.5 Months ' Pap Ash Froxinus coroliniono 1 to 8 months (D) Button Bush Cepho/onthus occidentalis 1 to 8 months D.S.WT. q ( (D� 1 (C) Cardgrass Sportino Spp. 2.5 to 8.5 months O O BREAK 10' (A) 8 MAX Swamp Liiy Crinum Americonum 2.5 to 8.5 months 2' FLUCTUATION LAKE POINT ,: 1 PLAN77NG ZONES FOR 2' FLUCTUATION Rushes Juncus Spp. 6 to 12 months o Q 4 BETWEEN C. E. AND D. S. W. T. TYPICAL FOR cv x o co {A) 2' to 2.5' Below C.E. ALL LAKES � � 1 ZONE (D) -TRANS/7TONAL LSPA Haiiys Ilex spp. 1 to 3.5 months 1 to 3 Months 2 (B) 1' to 2' Below C.E. C.E. to 0.5' Below C.E. Cabbage Palm Saba/ Polmetto 1 to 6 months (C) 0.5' to 1' Below C.E. Wax Myrtle Myrico cerifera 1 month or less r' z : (D) C.E. to 0.5' Below GE. TYPICAL SECM AT LITT®RAL Ufforgi Peonft L•st E 0 0 0 SHELF EIANTING AM d Q Q N.T.S. ;:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-DT09.dwg, 2/6/2008 4:13:55 PM, PLT-TRF-G.pc3 1 " • •' �iiiili�\\\\�1� �000���0000�oc ARROWS INDICATE HC Q 24' WIDE DRIACCESIBLE ROUTES VE AISLE TO ELEVATORSACCESIBLE ROUTES40-ELEVA TORS TRASH t e Roots e e e w �► -► t G4RAGE GARAGE GAR4GE G4RAGE 22'-0' 22=O' 22=O' 22'-0' B-1 1.2 4.0 3,659 WALL BY OTHERS FFE AS NOTED 22 = 0' 22'-0' 22'-0- 2'- O' 2 BE RIP -RAP OR SOME OTHER SUITABLE STABILIZA TION. 4 MAX. UPLAND BUFFER J 1 14 O'LME MIN. ELEV = 7.6 (PRESERVE AREA Al 1 ELEVA77ON LTO REMAIN NATURAL) , ``. 3 VARIES 5.0-6.0 GE.= 4.0 1 0 3 CD. S W. T. o 4 z _ O 4 MAX. NOTE: ALL BERMS GREATER THAN 2' MUST O ? I �1► � - �� VAR/ES 4.5-5.5 2 IF BERM IS GREATER THAN 2' AND SIDE k cv o J 1 IIIOI.g1011111 . - . n ��! `O 2 N.T.S. BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. TRASH t e Roots e e e w �► -► t G4RAGE GARAGE GAR4GE G4RAGE 22'-0' 22=O' 22=O' 22'-0' B-1 1.2 4.0 3,659 WALL BY OTHERS FFE AS NOTED 22 = 0' 22'-0' 22'-0- 2'- O' 2 7R4S1/ e e ROOM � a A ARROWS INDICATE HC 24' WIDE DRIVE AISLE �u 3 � TOCESIBLE LEV TO SROUTES 3 N t 1 ® ('-'`i"_ 9' (TYP.) 18 (TYP.) 24' WIDE DRIVE AISLE 24' 18' (TYP) '\ TRASH AND RECYCLE CONTAINERS SHALL BE ROLLED OUT FOR COLLECTION 0 2' MIN. 2' PER 5' PLAN S/DEWK. 1 29 MAX. APPROX. EXIST. GRADE 24" Littoral Shelf Planting Area SUPPORTS WETLAND PLANTS, N WATER QUALITY, PROVIDES AQUATIC HABITAT NO DUMPING, NO HERBICIDES, or other activities that may harm vegetation GRADE SCALE = 1" = 40' -BLACK ON WHITE WITH 1 1/2" LETTERS 4' Max. NOTE PLACE AT LEAST 10' FROM LOT LINES. MAXIMUM SPACING 150', MINIMUM 2 SIGNS PER PLANTING AREA. 0 tlnn AL_ SHELF PlAIV77NC N.T.S. LAKE TABLE LAKE No. AREA ® C.E. (ACRES) ELEV. LSPA AREA* C. E. A-4 0.5 6.0 1,525 B-1 1.2 4.0 3,659 e * LSPA AREAS ARE /N SQ. FT. EQUAL TO 7,91, OF THE LAKE AREA AT CONTROL. FINAL LOCATIONS MAY VARY DUE TO FIELD CONDITIONS. LSPA AREAS MAY BE COMBINED BETWEEN LAKES. Littoral Planting -Zone 1. Provide a plant list with minimum of 3 different listed species of littoral plantings. No single species sholl be greoter than 50% coverage. 2. Eighty percent vegetotive coverage of the littoral shelf planting area (LSPA) is required within o two yeor period following initial p/onting, and shall be maintoined in perpetuity. The LSPA must be kept free of refuse and debris. J. Plonts shall be selected bosed an the expected flooding durations and maximum wafer depths for which the selected plants can survive. The LSPA sholl be initiolly p/onted with of least three different species of notive, nursery grown or otherwise legally obtoined vegetotion. No species sholl constitute more than 50 percent of coverage, and of /eost one species shall be herbaceous. Spocing shall be no more than: 20 feet for tree, five feet for shrubs, and 36 inches an center for herboceous p/onts. At the time of plonting, minimum size shall be: three gollon (minimum four feet high) for trees; one gollon for shrubs and 12 inches for herboceous plants. Clustering of p/onts sholl be allowed to provide for scottered open areas os long os the open oreos do not constitute more thon 20 percent of the required shelf area and the elevations of the open areas are of least a foot deeper than the surrounding p/onted area. 4. Littoral shelf slopes shoii be 8 to 1 or f/otter. The LSPA shall be /ocoted no closer than 20 feet from any discharge structure or pipe intake so os to not impede flow. If the LSPA is locoted around a dischorge structure, the 20 -foot setback sholl extend woter ward of the dischorge structure to o paint in the center of the /oke. 5. All prohibited exotic vegetation, as defined by County Code, and Class i and Class Il Prohibited Aquotic P/onts specified in Chopter 62C-52.011, Florida Administrative Code, sholl be removed os they occur, monuoliy or with U.S. Environmentoi Protection Agency opproved herbicides. Cottoils sholl be removed manuolly or with U.S Environmental Protection Agency approved herbicides when they exceed ten percent coverage of the required LSPA oreo. 24' WIDE DRIVE AISLE ( 24' WIDE DRIVE AISLE eee°o®ee / 000°oe-- 0 4 L BUILDING 4 TYPICAL SECQND ELC®�' PAR/CING AIR CONDIT70NED AREA = 12,447 SF (15.99) SCALE = 1 " = 40' PARKING AREA (NON A/C) = 65,951 SF (84.19) zll_ _ 5 E 5/TE LSLU(i W0111 KUAUWAr ANU ULUU INIUIH S'EE S'l/E BRAD/NG PLANS +5' EACH SIDE OPEN AREAS +5' EACH SIDE GRADING PLAN 3 EL=10.0± EL=10.01 EL= S.Ot TO - EL= 8.0t TO 1O.Ot EL=B.Ot If) .Ot NOTE: STOCKPILE AREA /S LIMITED TO SEE TECHNIQUE SPECIFICA77ONS THE PROPOSED DEVELOPMENT AREAS. NO FOR FILL MATERIAL REQUIREMENTS STOCKPILING IN PROPOSED WETLANDS OR PRESERVE AREAS. 2' A t A ASPHALTIC 1. PAVEMENT ------------- 15' 2' TYP. - - B 7.5' 3 RAMP LENGTH SIDEWALK - -(SEE NOTE) MAX SLOPE 12.1 (VARIES 4'-6) SECTION A -A 3' SIDEWALK 2' ASPHALnC TIP. PAVEMENT 1.5' A A NOTE: • IF VALLEY GUTTER IS 7.5' DEEP WITH 1.5' VALLEY 7.5- 3' DIMENSION AT HANDICAP RAMP IS SUMCIENT TO ATTAIN 12:1 SLOPE. IF VALLEY GUTTER IS 8' DEEP WITH 2' VALLEY, THEN SECTION B -B WIDTH OF GUTTER MUST BE 4' TO ATTAIN 12.1 SLOPE. VALLEY GUTTER CQNEQUR4TM 1 AT HANDICAP RAHP L®CAiI®1�IS N.T.S. CONSERVATION r- AREA SIGN TYPICAL STCCICPILE N. T. S. SECTIQN 3' RETAINING HIGH-RISE Q TOP OF BANK WALL BY OTHERS FFE AS NOTED QQo zVj 4' ELEVA TION=6. 00 VARIES VARIES BE RIP -RAP OR SOME OTHER SUITABLE STABILIZA TION. 4 MAX. UPLAND BUFFER J 1 14 O'LME MIN. ELEV = 7.6 (PRESERVE AREA Al 1 ELEVA77ON LTO REMAIN NATURAL) , ``. 3 VARIES 5.0-6.0 GE.= 4.0 1 0 3 CD. S W. T. o 4 z _ O 4 MAX. NOTE: ALL BERMS GREATER THAN 2' MUST O ? MATCH EXISTING GRADE 1L HAVE A MAXIMUM 4.1 SLOPE IF GRASSED. LAKE Q o VAR/ES 4.5-5.5 2 IF BERM IS GREATER THAN 2' AND SIDE k cv o J 1 0 scum SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST `O 2 N.T.S. BE RIP -RAP OR SOME OTHER SUITABLE STABILIZATION. N. T.S. 2' A t A ASPHALTIC 1. PAVEMENT ------------- 15' 2' TYP. - - B 7.5' 3 RAMP LENGTH SIDEWALK - -(SEE NOTE) MAX SLOPE 12.1 (VARIES 4'-6) SECTION A -A 3' SIDEWALK 2' ASPHALnC TIP. PAVEMENT 1.5' A A NOTE: • IF VALLEY GUTTER IS 7.5' DEEP WITH 1.5' VALLEY 7.5- 3' DIMENSION AT HANDICAP RAMP IS SUMCIENT TO ATTAIN 12:1 SLOPE. IF VALLEY GUTTER IS 8' DEEP WITH 2' VALLEY, THEN SECTION B -B WIDTH OF GUTTER MUST BE 4' TO ATTAIN 12.1 SLOPE. VALLEY GUTTER CQNEQUR4TM 1 AT HANDICAP RAHP L®CAiI®1�IS N.T.S. CONSERVATION r- AREA SIGN PRomff No. 80447 �cen xo: 80447-DT09 Sheet No. of 2 3& 20" NOTE: ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:1 SLOPE IF GRASSED. Q TOP OF BANK IF BERM IS GREATER THAN 2' AND SIDE QQo zVj 4' ELEVA TION=6. 00 SLOPE IS LESS THAN 4: 1. SIDE SLOPE MUST BE RIP -RAP OR SOME OTHER SUITABLE STABILIZA TION. j UPLAND BUFFER J 1 14 (PRESERVE AREA 4 p C.E.= 4.0 LTO REMAIN NATURAL) MAX. MAX' - o D.S. W. T. a 1 0 3 4 z _ O LIMIT OF DEVELOPMENT Q o LAKE MATCH EXISTING GRADE 1L O Q N VAR/ES 4.5-5.5 2 ca 0 scum N.T.S. PRomff No. 80447 �cen xo: 80447-DT09 Sheet No. of 2 3& UNDISTURBED AREA TRENCH UNDISTURBED AREA LIMITS s r WHERE ANYTRENCH OCCURS IN AN UNSURFACED AREA, THETRENCH BACKFILL IN COMPACTED THIRD STAGE OF BACKFILLINGMAXIMUM 12" LIFTS TO A 98% SHALL EXTEND TO THE FINISHED REQUIRED DENSITY GRADE. j THIRD STAGE NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL. CRUSHED LIMESTONE. OR OTHER APPROVED MATERIAL REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6' PIPE BEDDING SHALL BE USED. UNPAVED AREA TRENCH BACKFILL DETAIL G-1 N.T.S. f� RT aw• (� MM: AP NOTL _ 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6' PIPE BEDDING SHALL BE USED. 3. R.O.W. PERMIT STIPULATIONS OVERRIPE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN JA COUNTY R.O.W. WATER MAIN PAVED AREA TRENCH RESTORATION DETAIL FOR PRIVATE ROADS G-2 N.T.S. REVISED: APRIL 2b06 18" X 18" X 6" CONCRETE COLLAR 2 #4 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL (2' MIN. COVER FOR REINFORCING STEEL) PLAN VIEW 16" MAIN-® 51 TURNS TO - OPEN - C CW DARLING CO - 1994--o- NON PAVED AREAS PROVIDE A 3" DIAMETER BRASS I ANCHORED IN CONCRETE COLLAR FINISHED GRADE--\ Z M SPECIFY LETTERING AS IRR', 'SEWER OR "WATER" DEPENDING ON USE PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR SIZE OF MAW OR BY -PSS NUMBER OF TURNS TO OPEN DIRECTION TO TURN TO OPEN VALVE MANUFACTURER YEAR VALVE INSTALLED PAVED AREAS f--18' X 18" X 6" CONIC COLLAR 2 #4 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL FINISHED PAVEMENT DR 18 PVC PIPE (C-900 DR 14 PVC PIPE IN PAVED AREAS.) PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN ALL VALVES USED IN WATER DISTRIBUTION I '-- PRESSURE MAIN SYSTEMS SHALL BE OF THE RESIUENT SEAT TYPE IN ACCORDANCE WITH AWWA C-509 TYPICAL VALVE SETTING DETAIL REVISED: JULY 2005 N.T.S. G-7 PROVIDE SCREENED, DOWNWARD - FACING PVC BEND IN ACCORDANCE WiTH FAC 62-555 SECTION 320(21)(8) REQUIREMENT 1% m z f N #57 STONE-\ --illi tM SLOPE "i BRASS PIPE 1' BRASS CORPORATION STOP (MUELLER H-10046 OR McDONALD 4104BF) 1" DOUBLE STRAP TAPPING SADDLE BRASS WATER MAIN -CHANNEL MODEL COWER COUNTY WATER DEPARTMENT SIGNATURE SERIES PEDESTAL HOUSING P/N SPH 121215000288 (LIGHT GREEN COLOR) -STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE NO STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COWER COUNTY) -COMBINATION AIR RELEASE VALVE GA INDUSTRIES FIGURE 945 OR ARI 0-040 SCHEDULE 80 NIPPLE 1' BRASS CORPORATION STOP (MUELLER H-10046 OR McDONALD 4104 WITH COUPLING S NECESSARY) 16" MINIMUM T BEND (TYP) POTABLE WATER AIR RELEASE VALVE DETAIL W-5 REVISED: APRIL 2D06 3:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-DT09.dwg, 2]6/2008 4:14:14 PM, PLT-TRF-G.pc3 I I 2'-0" RIGHT-OF-WAY LINE OR SIDEWALK 4" x 4" REINFORCED CONCRETE POST 1/2" STAINLESS STEEL - ANCHORS 2-1/2" LONG 18" x 18" x 6" CONCRETE COLLAR �4) 2 #4 BARS #4 BARS DIAGONAL US AND BURY LENGTH SHOULD BE -� o 1/2 THE PIPE DEPTH M SAMPLING STATION. THE KUPFERLE FOUNDRY COMPANY ECLIPSE NO. 88, OR COUNTY APPROVED r EQUAL, WITH 1/4" PET COCK AND BRASS STANDPIPE STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COLLIER COUNTY) m D TO ROADWAY 0 o U M 3/4' POLYETHYLENE WATER SERVICE TUBING `-FORD L86-33 ELL COUPLING WITH STAINLESS STEEL INSERT AND FORD C18-33 BUSHING SIDE VIEW FORD S90 BRASS SADDLES WITH F1101 CORPORATION STOP FOR PVC C-900 6" TO 12". ALL SIZES DUCTILE IRON PIPE SHOULD BE DIRECT TAP WITH FORD F1001 CORPORATION STOP OR COUNTY APPROVED EQUAL. PERMANENT BACTERIAL SAMPLE POINT DETAIL W-6 N.T.S. REVISED: APRIL 2006 WATER MAIN WATER MAIN I �-- 30" MINIMUM COVER 10' MINIMUM SEPARATION FOR SANITARY SEWER, I I 1 STORM SEWER OR FORCE MAIN 18' MINIMUM 5' MINIMUM SEPARATION FOR IRRIGATION MAIN SEPARATION 0 I CONCRETE QUANTITY TO / -�MTINGS� s rSUT'iIDEWALK de SECOND STAGE TRENCH BACKFILL TO LEVEL OF PIPE FORCE OF PIPE ONE FOOT ABOVE TOP OF PIPE IN MEGALUG 6" COMPACTION LIFTS 45' (TYP) FIRST STAGE WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON -POTABLE PIPE REDOING (SEE NOTE 2) R'��'V'I`EMBLY, IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES OUTSIDE MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE MINIMUM DIAMETER MINIMUM NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL. CRUSHED LIMESTONE. OR OTHER APPROVED MATERIAL REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6' PIPE BEDDING SHALL BE USED. UNPAVED AREA TRENCH BACKFILL DETAIL G-1 N.T.S. f� RT aw• (� MM: AP NOTL _ 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6' PIPE BEDDING SHALL BE USED. 3. R.O.W. PERMIT STIPULATIONS OVERRIPE THIS DETAIL WHERE TRENCH IS LOCATED WITHIN JA COUNTY R.O.W. WATER MAIN PAVED AREA TRENCH RESTORATION DETAIL FOR PRIVATE ROADS G-2 N.T.S. REVISED: APRIL 2b06 18" X 18" X 6" CONCRETE COLLAR 2 #4 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL (2' MIN. COVER FOR REINFORCING STEEL) PLAN VIEW 16" MAIN-® 51 TURNS TO - OPEN - C CW DARLING CO - 1994--o- NON PAVED AREAS PROVIDE A 3" DIAMETER BRASS I ANCHORED IN CONCRETE COLLAR FINISHED GRADE--\ Z M SPECIFY LETTERING AS IRR', 'SEWER OR "WATER" DEPENDING ON USE PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR SIZE OF MAW OR BY -PSS NUMBER OF TURNS TO OPEN DIRECTION TO TURN TO OPEN VALVE MANUFACTURER YEAR VALVE INSTALLED PAVED AREAS f--18' X 18" X 6" CONIC COLLAR 2 #4 BARS CONTINUOUS AND 4 #4 BARS DIAGONAL FINISHED PAVEMENT DR 18 PVC PIPE (C-900 DR 14 PVC PIPE IN PAVED AREAS.) PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN ALL VALVES USED IN WATER DISTRIBUTION I '-- PRESSURE MAIN SYSTEMS SHALL BE OF THE RESIUENT SEAT TYPE IN ACCORDANCE WITH AWWA C-509 TYPICAL VALVE SETTING DETAIL REVISED: JULY 2005 N.T.S. G-7 PROVIDE SCREENED, DOWNWARD - FACING PVC BEND IN ACCORDANCE WiTH FAC 62-555 SECTION 320(21)(8) REQUIREMENT 1% m z f N #57 STONE-\ --illi tM SLOPE "i BRASS PIPE 1' BRASS CORPORATION STOP (MUELLER H-10046 OR McDONALD 4104BF) 1" DOUBLE STRAP TAPPING SADDLE BRASS WATER MAIN -CHANNEL MODEL COWER COUNTY WATER DEPARTMENT SIGNATURE SERIES PEDESTAL HOUSING P/N SPH 121215000288 (LIGHT GREEN COLOR) -STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE NO STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COWER COUNTY) -COMBINATION AIR RELEASE VALVE GA INDUSTRIES FIGURE 945 OR ARI 0-040 SCHEDULE 80 NIPPLE 1' BRASS CORPORATION STOP (MUELLER H-10046 OR McDONALD 4104 WITH COUPLING S NECESSARY) 16" MINIMUM T BEND (TYP) POTABLE WATER AIR RELEASE VALVE DETAIL W-5 REVISED: APRIL 2D06 3:\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-DT09.dwg, 2]6/2008 4:14:14 PM, PLT-TRF-G.pc3 I I 2'-0" RIGHT-OF-WAY LINE OR SIDEWALK 4" x 4" REINFORCED CONCRETE POST 1/2" STAINLESS STEEL - ANCHORS 2-1/2" LONG 18" x 18" x 6" CONCRETE COLLAR �4) 2 #4 BARS #4 BARS DIAGONAL US AND BURY LENGTH SHOULD BE -� o 1/2 THE PIPE DEPTH M SAMPLING STATION. THE KUPFERLE FOUNDRY COMPANY ECLIPSE NO. 88, OR COUNTY APPROVED r EQUAL, WITH 1/4" PET COCK AND BRASS STANDPIPE STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COLLIER COUNTY) m D TO ROADWAY 0 o U M 3/4' POLYETHYLENE WATER SERVICE TUBING `-FORD L86-33 ELL COUPLING WITH STAINLESS STEEL INSERT AND FORD C18-33 BUSHING SIDE VIEW FORD S90 BRASS SADDLES WITH F1101 CORPORATION STOP FOR PVC C-900 6" TO 12". ALL SIZES DUCTILE IRON PIPE SHOULD BE DIRECT TAP WITH FORD F1001 CORPORATION STOP OR COUNTY APPROVED EQUAL. PERMANENT BACTERIAL SAMPLE POINT DETAIL W-6 N.T.S. REVISED: APRIL 2006 WATER MAIN WATER MAIN I �-- 30" MINIMUM COVER 10' MINIMUM SEPARATION FOR SANITARY SEWER, I I 1 STORM SEWER OR FORCE MAIN 18' MINIMUM 5' MINIMUM SEPARATION FOR IRRIGATION MAIN SEPARATION PROVIDE A 3' DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR. DISC MOULD PROVIDE THE FOLLOWING INFORMATION SIZE OF MAIN; NUMBER OF TURNS TO OPEN; DIRECTION TO TURN TO OPEN; VALVE MANUFACTURER AND YEAR VALVE INSTALLED -� CONTRACTOR MALL CONTACT 18' x 18' x 6' CONCRETE COLLAR LOCAL FIRE DISTRICT FOR PAINT (2) #4 BARS CONTINUOUS AND COLOR NO HYDRANT SPECIFICATIONS 2•-D" (4) #4 BARS DIAGONAL MINIMUM A - SANITARY SEWER, STORM SEWER, CONCRETE QUANTITY TO / -�MTINGS� s rSUT'iIDEWALK IRRIGATION MAIN AND FORCE ACHIEVE WEIGHT TO WITHSTAND UNDII CURB, GUTTER. 7 -6" MINIMUM MAIN FORCE OF PIPE NOTES: MEGALUG FLANGE 45' (TYP) 1. WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON -POTABLE R'��'V'I`EMBLY, IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES SUPPLIED WITH MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE EXISTING A/C PiPE - HEADWALL 18 INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER .�:,..,,.. 24" SQUARE LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE RESTRAIN LENGTH (SEE FIGURE G-10) • -. . FOR FIRE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY 10 FEET AND FROM (BOTH SIDES OF ALL FITTINGS) EXTENSION IF NEEDED IRRIGATION MAINS BY 5 FEET MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. a•ICE INSTALLATION AS REOUIRED ITEM IN CONFLICT RESTRAINED JOINT 2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND O APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS IN PAVED AREAS). VALVE BOX M-,14. APPROVED DEVICES: AMES APPLY: THE CROSSING SHALL BE MADE USING THICKNESS CLASS 200 AWWA C-900 DR14, PVC OR PIPE SHALL NOT BEAR ON LENGTH AS (CLASS 235 AWWA C-905, DR 18, PVC FOR PIPES GREATER THAN 12" IN DIAMETER) OR DUCTILE REQUIRED TO ACHIEVE CLEARANCE ORAIN OR PLUG IRON, PRESSURE CLASS 250 PIPE FOR A HORIZONTAL DISTANCE OF 10 FEET ON EACH SIDE OF THE OBRRAAII OR 14 HYDRANT TEE PVC PIPE IN CROSSING. WATER MAIN CONCRETE ENCASEMENT SHALL ONLY BE MADE AFTER WRITTEN APPROVAL OF OR HOT TAP PAVED ARS) THE WATER DIRECTOR OR HIS DESIGNEE. NOTE 3. 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER 1. SEE SECTION 1 - DESIGN CRITERIA FOR AIR RELEASE VALVE REQUIREMENTS. 3. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADOLES FOR ASBESTUS CEMENT PIPE SHALL BE STAINLESS STEEL . . SEWER LINE. _ 4. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON -POTABLE IRRIGATION MAINS SHALL BE 6. HYDRANT SHALL CONFORM WiTH AWWA C-502. IN SEPARATE TRENCHES. NEW & EXISTING PiPE - RESTRAINED JOINT 5. WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER N.T.S. WATER V OR BELOW THE HAVE THE ONE FULL LENGTH OWILL PIPE CONFLICT DETAIL •WITH S FARE S�POSS BLEED PIPELINE NE SO THAT THE WATER JOIN BE AF FROM THE OTHER PIPE ELINE. 1 1/2o TAP ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN G-4 N.T.S. #, L: t :Vt' 1 1?4a_ � # ,I � i ! L JOINTS ARE AT LEST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM -ft SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC. AND AT LEST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REVISED: APRL 2006 REDUCED PRESSURE BACKFLOW PREVENTER ASSEMBLY REGULATED UNDER PART III OF CHAPTER 62-610. (PROVIDED BY CONTRACTOR) SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SIUCONE RUBBER 6. 57 STONE SHALL BE UTILIZED FOR SEPARATION BETWEEN GRAVITY SANITARY SEWER LINES AND SEALS. ASSEMBLY SHALL COMPLY WITHAM-14 STANDARDS. APPROVED DEVICES: AMES, CONONBRACO, STORMWATER LINES. WILKINS-ZURN, AND WATTS. 7. SEE SECTION 1- DESIGN CRITERIA, SUBSECTIONS .2.3 AND 1.3 FOR ADDITIONAL REQUIREMENTS. TEMPORARY METER TO BE PROVIDED BY COWER COUNTY WITH A 48 HOUR a PIPE SEPARATION D ETAI L NOTIFICATION. CERTIFIED BACKFLOW '+T " • N.T.S. TESTER TO BE ONSITE AT THE TIME 00 �O�®ma G-3 THAT THE METER IS SET. REVISED: APRs 2006 PROVIDE A 3' DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR. DISC MOULD PROVIDE THE FOLLOWING INFORMATION SIZE OF MAIN; NUMBER OF TURNS TO OPEN; DIRECTION TO TURN TO OPEN; VALVE MANUFACTURER AND YEAR VALVE INSTALLED -� CONTRACTOR MALL CONTACT 18' x 18' x 6' CONCRETE COLLAR LOCAL FIRE DISTRICT FOR PAINT (2) #4 BARS CONTINUOUS AND COLOR NO HYDRANT SPECIFICATIONS 2•-D" (4) #4 BARS DIAGONAL MINIMUM IF -WAY rSUT'iIDEWALK CURB, GUTTER. 7 -6" MINIMUM TRAFFIC BREAKAWAY OR EDGE OF PAVEMENT SEE ro FLANGE PLANS R'��'V'I`EMBLY, SUPPLIED WITH 6' THICK x TWO PIECE CAST IRON VALVE AND SILICONE RUBBER .�:,..,,.. 24" SQUARE BOX WiTH OR 18 PVC PIPE n • -. . FOR FIRE CONCRETE BREAK EXTENSION IF NEEDED a•ICE INSTALLATION AS REOUIRED SLAB WITH (C-900 DR 14 PVC PIPE COUNTY ORDINANCE #4 BARS AS IN PAVED AREAS). VALVE BOX M-,14. APPROVED DEVICES: AMES REOUIREO OR PIPE SHALL NOT BEAR ON SUPPLY WITHOUT VALVE OR WATER MAIN ORAIN OR PLUG DR 18 PVC PIPE WATER MAIN DR 18 OBRRAAII OR 14 HYDRANT TEE PVC PIPE IN EOPENING INSTALLATION OR HOT TAP PAVED ARS) MJ RETAINER GLANDS (Ti NOTES: 1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL • 2. ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. 3. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADOLES FOR ASBESTUS CEMENT PIPE SHALL BE STAINLESS STEEL . . 4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM 5-1/4" IN DIAMETER. _ 5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND SHALL MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT. 6. HYDRANT SHALL CONFORM WiTH AWWA C-502. 7. THRUST RESTRAINT SHALL BE BY MJ RETAINER GLANDS. FIRE HYDRANT DETAIL N.T.S. W-3 •WITH REVISED: SEPT 2006 1 1/2o TAP PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR. DISC SHOULD PROVIDE THE FOLLOWING INFORMATION: SIZE OF MAIN, NUMBER OF TURNS TO OPEN, DIRECTION TO TURN TO OPEN, VALVE MANUFACTURER AND YEAR VALVE INSTALLED. DR 18 PVC PIPE (C-900 DR 14 PVC PIPE IN PAVED AREAS). PIPE SHALL NOT BEAR ON VALVE OR WATER MAIN. CURB, GUTTER, OR EDGE OF PAVEMENT 1 BARS CONTINUOUS LAR AND (2) #4 (4) #4 BARS DIAGONAL RIGHT-OF-WAY LINE 2'-0" MINIMUM®--� I lank TRAFFIC BREAKAWAY n m -/ I FLANGE 7'-6" SEE 10 PLANS 6" THICK x 24" SQUARE CONCRETE BREAK SLAB WITH #4 BARS AS REQUIRED WATER MAIN MJ RETAINER DR 18 PVC PIPE SUPPLY WITHOUT HYDRANT TEE GLAND (Ti (C-900 DR 14 PVC DRAIN OR PLUG OR HOT TAP PIPE IN PAVED AREAS) DRAIN OPENING BEFORE INSTALLATION NOTES: 1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE CAST ON BARREL 2. ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. 3. VALVE BOX RISER SHALL NOT BEAR ON VALVE OR PIPE. 4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM OF 5-1/4" DIAMETER. 5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT. 6. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL. 7. HYDRANT SHALL CONFORM WITH AWWA C-502. 8. THRUST RESTRAINT SHALL BE BY MJ RETAINER GLANDS. DEAD END FIRE HYDRANT DETAIL N.T.S. W-7 REVISED: APRIL 2006 IRBED SOIL 18' x 18" x 6" CONCRETE COLLAR (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL FINISHED PAVEMENTS \ VALVE BOX SHALL NOT BEAR ON VALVE OR WATER MAIN - MJ RETAINER - GLANDS (TYP) EXTEND BLOWOFF 24" ABOVE FINISHED GRADE INISHED GRADE--\ UNE SIZE GATE VALVE (SEE NOTE MJ 45' BEND WITH MJ RETAINER GLANDS (TYP) SIDE VIEW NOTES: 1. MJ TAPPED CAP WITH HOSE BIBB IS TO BE REMOVED AFTER INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN ACCEPTANCE. 2. SEE TECHNICAL SPECIFICATIONS SECTION 15100 FOR GATE VALVE AND VALVE BOX REQUIREMENTS. TEMPORARY BLOWOFF ASSEMBLY WZ BACTERIAL SAMPLE POINT DETAIL N.T.S. W-1 REVISEO: APRIL 2006 NOTES: 1. FINAL CONNECTION TO BE WITNESSED BY COWER COUNTY WATER DISTRIBUTION. 2. MJ TAPPED CAPS TO BE PROPERLY RESTRAINED. 3. INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM OF BUND FLANGE FOR CONSTRUCTION WATER. 4. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL. OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL 5. JUMPER ASSEMBLY MUST BE MINIMUM OF 18" ABOVE FINISHED GRADE. 6. BACKFLOW ASSEMBLY REQUIRES INITIAL CERTIFICATION BY CERTIFIED BACKFLOW TESTER. 7. THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SITE. IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN THE TEMPORARY BACKFLOW PREVENTORS NO FIRE PROTECTION METER TIE-IN ASSEMBLY SHALL BE USED. 8. THIS ASSEMBLY IS NOT APPROVED TO PROVIDE FIRE PROTECTION WATER TO THE SITE DURING CONSTRUCTION. ASSEMBLY NOT TO BE REMOVED AND SPOOL PIECE INSTALLED FOR FINAL CONNECTION UNTIL AFTER TESTING, BACTERIAL CLEARANCE, FINAL INSPECTION AND COUNTY ACCEPTANCE. 9. GAP CONFIGURATION TO BE INSTALLED WITHIN 24 HOURS OR LESS AT THE DISCRETION OF THE WATER DISTRIBUTION DEPARTMENT. PION TO EXISTING WATER MAIN DETAIL W-4 N.T.S. REVISED: APRIL 2006 MJ 45' OR 9ff BEND WITH a YT RETAINER GLANDS MAIN SIZE PER UTAJTY PLAN MAIN SIZE PER UTiLTTY PLAN . I ALL ABOVE GROUND PIPE SHALL BE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL 2. WATER MAIN EXTENSION AND ASSEMBLY IS REQUIRED TO BE FLUSHED, CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY THE WATER DEPARTMENT IAB BEFORE PLACEMENT IN SERVICE 3. BACKFLOW UNIT AND METER REQUIRES INITIAL CERTIFlCATON FOR OPERATION AND ACCURACY WiTH RESULTS AND ANNUAL TESTS SUBMITTED TO THE COWER COUNTY WATER DEPARTMENT FOR RECERTIFICATION. 4. INSPECTIONS ARE REOUIRED FOR SYSTEM TIE-IN AND ASSEMBLY CONNECTION. 5. ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 6. ALL COMPONENTS THAT COME INTO CONTACT WiTH DRINKING WATER SHALL COMFORM TO NSF STANDARD 61. 7. THIS ASSEMBLY SHALL BE PAINTED WITH REO EPDXY PAINT. TEMPORARY BACKFLOW PREVENTOR AND FIRE PROTECTION METER TIE-IN ASSEMBLY W-9 N.T.S. REVISED: APRIL 2006 NOTE: USE OF THESE APPLIANCES WILL BE AT THE DISCRETION OF THE FIRE DISTRICT. 0 PRL?, EcT N0: 80447 ACRD No: 80447-DT09 Sheet NO. of R'��'V'I`EMBLY, SUPPLIED WITH `% Il`O� I I� TNI ► AND SILICONE RUBBER �I� l �. .. .. • -. . FOR FIRE a•ICE INSTALLATION AS REOUIRED G````�` COUNTY ORDINANCE l��A���pOp M-,14. APPROVED DEVICES: AMES NG STEM AND RESILIENT SEAT • 4 1 IllGED GATE VALVE . . _ - RE SPOOL •WITH �. 1 1/2o TAP • .. .�. a #, L: t :Vt' 1 1?4a_ � # ,I � i ! L lz � I � J.,kl 1 ��--� � All' r -ft NOTES: 1. FINAL CONNECTION TO BE WITNESSED BY COWER COUNTY WATER DISTRIBUTION. 2. MJ TAPPED CAPS TO BE PROPERLY RESTRAINED. 3. INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM OF BUND FLANGE FOR CONSTRUCTION WATER. 4. TAPPING SADDLES MAY BE EITHER STAINLESS STEEL. OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL 5. JUMPER ASSEMBLY MUST BE MINIMUM OF 18" ABOVE FINISHED GRADE. 6. BACKFLOW ASSEMBLY REQUIRES INITIAL CERTIFICATION BY CERTIFIED BACKFLOW TESTER. 7. THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SITE. IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN THE TEMPORARY BACKFLOW PREVENTORS NO FIRE PROTECTION METER TIE-IN ASSEMBLY SHALL BE USED. 8. THIS ASSEMBLY IS NOT APPROVED TO PROVIDE FIRE PROTECTION WATER TO THE SITE DURING CONSTRUCTION. ASSEMBLY NOT TO BE REMOVED AND SPOOL PIECE INSTALLED FOR FINAL CONNECTION UNTIL AFTER TESTING, BACTERIAL CLEARANCE, FINAL INSPECTION AND COUNTY ACCEPTANCE. 9. GAP CONFIGURATION TO BE INSTALLED WITHIN 24 HOURS OR LESS AT THE DISCRETION OF THE WATER DISTRIBUTION DEPARTMENT. PION TO EXISTING WATER MAIN DETAIL W-4 N.T.S. REVISED: APRIL 2006 MJ 45' OR 9ff BEND WITH a YT RETAINER GLANDS MAIN SIZE PER UTAJTY PLAN MAIN SIZE PER UTiLTTY PLAN . I ALL ABOVE GROUND PIPE SHALL BE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL 2. WATER MAIN EXTENSION AND ASSEMBLY IS REQUIRED TO BE FLUSHED, CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY THE WATER DEPARTMENT IAB BEFORE PLACEMENT IN SERVICE 3. BACKFLOW UNIT AND METER REQUIRES INITIAL CERTIFlCATON FOR OPERATION AND ACCURACY WiTH RESULTS AND ANNUAL TESTS SUBMITTED TO THE COWER COUNTY WATER DEPARTMENT FOR RECERTIFICATION. 4. INSPECTIONS ARE REOUIRED FOR SYSTEM TIE-IN AND ASSEMBLY CONNECTION. 5. ALL PLANTINGS SHALL BE A MINIMUM OF 3' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. 6. ALL COMPONENTS THAT COME INTO CONTACT WiTH DRINKING WATER SHALL COMFORM TO NSF STANDARD 61. 7. THIS ASSEMBLY SHALL BE PAINTED WITH REO EPDXY PAINT. TEMPORARY BACKFLOW PREVENTOR AND FIRE PROTECTION METER TIE-IN ASSEMBLY W-9 N.T.S. REVISED: APRIL 2006 NOTE: USE OF THESE APPLIANCES WILL BE AT THE DISCRETION OF THE FIRE DISTRICT. 0 PRL?, EcT N0: 80447 ACRD No: 80447-DT09 Sheet NO. of FRAME AND COVER SPECIFY LETTERING - AS "COLLIER COUNTY" OR LEAVE BLANK IF PRIVATELY OWNED RUBBER 0 -RING IN MACHIN DOVETAILI IN COVER 3/4" T / ■ ■ \ ��/ ■ ■ � ■NO ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ PLAN ►aer^uwcn CAST IRON FRAME ON CONCRETE TO BE SET IN RAM-NEK MASTIC JOINT AND GROUTED IN PLACE 2 NON- PENETRATING PICKHOLES (TYP) WATERTIGHT RIM AND COVER, USF 420C -ORS. FLUSH IN PAVED AREAS. SEE MANHOLE DETAILS SECTION MANHOLE RING & COVER DETAIL WW -6 N.T.S. REVISED: APRIL 2006 WATERTIGHT RIM AND COVER, USF 420C -ORS, OR COUNTY APPROVED EQUAL, FLUSH WITH GRADE (24" MINIMUM DIAMETER) PAVEMENT - 304 STAINLESS STEEL INFLOW PROTECTORS00 1 ALL INTERIORS OF PRIVATELY OWNED MANHOLES AND COLLIER COUNTY OWNED MANHOLES SHALL BE COATED AS SPECIFIED WITH IET OR SEWPERCOAT PIPE SHALL BE BEVELED w OR SQUARE r FLEXIBLE, RUBBER SLEEVE, LOCK - JOINT TYPE WITH STAINLESS STEEL STRAP, OR AS ' L I APPROVED BY 12• 6": COUNTY PVC SEWER PIPE SECTION REINFORCING STEEL 304 STAINLESS STEEL INFLOW PROTECTOR SECTION TAINLESS STEEL STRAP PVC SEWER PIPE RUBBER SLEEVE ELEVATION SHALLOW MANHOLE DETAIL DETAIL A -A WW -4 N.T.S. REVISED: APRIL 2006 3:\prcjects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-DT09.dwg, 2/612008 4:14:31 PM, PLT-TRF-G.pc3 FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP (SEE DETAIL A -A) CAST IRON FRAME AND COVER (TYP) FINISH ONE COAT ASPHALTIC PAINT -MINIMUM OF TWO PRECAST CONCRETE OR HDPE RISER RINGS AND CRETEX, OR COUNTY APPROVED EQUAL, CHIMNEY SEALS BETWEEN MANHOLE AND CAST IRON FRAME -GROUT (TYP) RAM-NEK JOINT (TYP) -EXTERIOR SURFACES SHALL BE DOUBLE COATED (MINIMUM 18 MILLIMETERS THICK) WITH AN ACCEPTABLE BITUMINOUS OR EPDXY SEALER -#4 BARS ® 12" OC EW OR EQUAL PER ASTM C-478 FLOW LINE CHANNELS SHALL BE CLAY BRICK HAVING A MINIMUM OF 2" POURED CONCRETE OR 2" GROUTED FINISH, 0.1' DROP ACROSS MANHOLE -FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP (SEE DETAIL A -A) -#4 BARS ® 12" OC EW (4'-0" DIAMETER) #6 BARS tai 9" OC EW (5'-0" AND 6'-0" DIAMETER) 12" CRUSHED STONE AT PRELIMINARY —\ UTILITY INSPECTION \ I LENGTH TO BE LOWERED — TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN 3M MAGNETIC MIDRANGE MARKER (LAID FLAT) — ELBOW TO MAINTAIN COVER AND TRANSITION SLOPE — 6" MINIMUM PVC— SANITARY SEWER LATERAL OR AS OTHERWISE SHOWN USF 7621 RIM AND COVER FLUSH IN PAVEMENT AREAS �6""i\�\i\\�� 10 T PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE 9 ---FLOW fl ELEVATION REMOVABLE PVC THREADED PLUG CAST IRON OR TRAFFIC TYPE METER BOX 3/4" CRUSHED ROCK 45' BEND _�-6" SANITARY LATERAL MINIMUM SLOPE SEWER CLEAN-OUT DETAIL -PAVED AREAS W W -1 1 N.T.S. REVISED: APRIL 2006 -REMOVABLE PVC THREADED PLUG EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE IL-3" - 12" AT PRELIMINARY UTILITY INSPECTION LENGTH TO BE LOWERED — TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN FINISHED GRADE 3M MAGNETIC MIDRANGE MARKER (LAID FIAT) — PROVIDE 30" TO 48" OF COVER TO BE HAND OR MECHANICALLY TAMPED GRANULAR BACKFILL 6" MINIMUM PVC— SANITARY SEWER TERAL V /MINIMUM SLOPE r 1.04% (1" PER OTHERWISE SHOWN /MINIMUM SLOPE 8 FT) 1.04% (1- PER 45' MAXIMUM PIPE SHALL 8 Fr)BE LAID ON UNDISTURBED SOIL SECTION NOTE: SECTION DEPTH 8' AND OVER DEPTH LESS THAN 8' AT TIME OF PLUMBERS TIE-IN, ADD CONCRETE COLLAR AS PER DETAIL WW -12. SEWER CONNECTION DETAILS PROPERTY RIGHT-OF-WAY OR EASEMENT LINE WW - 1 0 N.T.S. REVISED: MARCH 2007 REMOVABLE PVC THREADED PLUG - AT PRELIMINARY UTILITY INSPECTION TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN N 3M MAGNETIC MID RANGE MARKER (LAID FLAT) —� PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE FLOW EASEMENT, PROPERTY OR (RIGHT-OF-WAY LINE -12" MAXIMUM WITHIN RIGHT-OF-WAY LINE NON -PAVED AREAS REMOVABLE PVC THREADED PLUG VARIES CONTINUOUS AND (4) #4 EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE CJ 45' BEND i 6" SANITARY LATERAL �-- 3" - 12" GROUT (TYP) PIPE SHALL BE BEVELED PAVEMENT OR SQUARE FINISHED T GRADE V /MINIMUM SLOPE r 1.04% (1" PER OTHERWISE SHOWN /MINIMUM SLOPE 8 FT) 1.04% (1- PER 45' MAXIMUM PIPE SHALL 8 Fr)BE LAID ON UNDISTURBED SOIL SECTION NOTE: SECTION DEPTH 8' AND OVER DEPTH LESS THAN 8' AT TIME OF PLUMBERS TIE-IN, ADD CONCRETE COLLAR AS PER DETAIL WW -12. SEWER CONNECTION DETAILS PROPERTY RIGHT-OF-WAY OR EASEMENT LINE WW - 1 0 N.T.S. REVISED: MARCH 2007 REMOVABLE PVC THREADED PLUG - AT PRELIMINARY UTILITY INSPECTION TO BE LOWERED TO FINAL GRADE AT TIME OF PLUMBER'S TIE-IN N 3M MAGNETIC MID RANGE MARKER (LAID FLAT) —� PROVIDE CLEAN-OUT ON SEWER LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS SEWER BRANCH WYE FLOW EASEMENT, PROPERTY OR (RIGHT-OF-WAY LINE -12" MAXIMUM WITHIN RIGHT-OF-WAY LINE NON -PAVED AREAS ELEVATION IMUM SLOPE SEWER CLEAN-OUT DETAIL -NON PAVED AREAS N.T.S. WW -12 REVISED: FEB 2007 CAST IRON FRAME AND - COVER (TYP) FINISH ONE COAT ASPHALTIC PAINT I,IF-3,41 FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP (SEE DETAIL A -A) 18" x 18" x 6" CONCRETE COLLAR; (2) #4 BARS CONTINUOUS AND (4) #4 BARS DIAGONAL EXPANSION �j JOINT AROUND CAP FLUSH WITH SLAB 45' BEND i 6" SANITARY LATERAL ELEVATION IMUM SLOPE SEWER CLEAN-OUT DETAIL -NON PAVED AREAS N.T.S. WW -12 REVISED: FEB 2007 CAST IRON FRAME AND - COVER (TYP) FINISH ONE COAT ASPHALTIC PAINT I,IF-3,41 FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP (SEE DETAIL A -A) SECTION PRECAST REINFORCED CONCRETE MANHOLE DETAIL N.T.S. WW -3 REVISED: APRIL 2006 Sheet No. 10 ofzJ kom WATERTIGHT RIM AND COVER, USF 420C -ORS, OR COUNTY APPROVED EQUAL, FLUSH WITH GRADE (24" MINIMUM DIAMETER) GROUT (TYP) PIPE SHALL BE BEVELED PAVEMENT OR SQUARE FLEXIBLE, RUBBER � MINIMUM OF TWO PRECAST CONCRETE OR SLEEVE, LOCK -JOINT ° HDPE RISER RINGS AND CRETEX, OR TYPE WITH STAINLESS COUNTY APPROVED EQUAL, CHIMNEY SEALS STEEL STRAP, OR AS BETWEEN MANHOLE AND CAST IRON FRAME APPROVED BY COUNTY �t 304 STAINLESS STEEL • PLASTER INFLOW PROTECTOR ALL JOINTS ALL INTERIORS OF PRIVATELY OWNED PVC SEWER MANHOLES AND COLLIER COUNTY OWNED PIPE MANHOLES SHALL BE COATED AS SPECIFIED WITH IET OR SEWPERCOAT SECTION 8" t . 4' DIAMETER 8" RAM-NEK . '� — REINFORCING STEEL JOINT (TYP) EXTERIOR SURFACES SHALL BE DOUBLE COATED (MINIMUM 18 MILLIMETERS THICK) WITH AN ACCEPTABLE BITUMINOUS OR EPDXY SEALER STAINLESS STEEL n #4 BARS ® 12" OC EW OR STRAP EQUAL PER ASTM C-478 T. FLOW LINE CHANNELS SHALL BE CLAY ' BRICK HAVING A MINIMUM OF 2" POURED CONCRETE OR 2" GROUTED FINISH, 0.1' PVC SEWER PIPE DROP ACROSS MANHOLE RUBBER y4" ' " FLEXIBLE RUBBER SLEEVE WITH SLEEVE 12" " 6' . • TYP STAINLESS STEEL STRAP (SEE ELEVATION • ."r• DETAIL A -A) DETAIL A -A °4 BARS LSD 12" OC EW 4 -0" DIAMETER) '° •. ,. :,..•• ; .. ., . � 6 BARS * 9" OC EW 5'-0" AND : • 6'-0" DIAMETER) 12" CRUSHED v :r STONE SECTION PRECAST REINFORCED CONCRETE MANHOLE DETAIL N.T.S. WW -3 REVISED: APRIL 2006 Sheet No. 10 ofzJ kom 0 50 100 200 ' SCALE.• 1 " 10+0' ;:\projects\804\8044ASDP\Ph4se_Two-thru Sixth Sub\80447-LPD9.dwo 2%12/200811:46:18 AM, fLT-TPF-Gpd LANDSCAPE CALCULATIONS I. Interior Landscaping (Section 2.4.52) Building *2,3, 4 4 5 no surface parking, Garage Roof Level. ® ' 10 Trees Provided in Planters. II. Right of Way Landscaping (Alternative '0') (Section 2.4.1.4) , ROW - Alternative 'D' - 35' Wide ' 31-I LF /25 = 13 Trees Req'd 317 LFJ4 = 79 Shrubs Req'd III. Perimeter Buffering (Alternatives 'A, B, C') (Section 2.4.1.4 t Table 2.4) North Perimeter No Buffer Req'd-- Adjacent To Golf West Perimeter No Buffer Req'd-- Adjacent To Westland Building 02-5 Buffer 01 - Alternative 'B' - 15' Wide 369 LFJ25 = 15 Trees Req'd 369 LFJ4 - 92 Shrubs Req'd Buffer "2 - Alternative 'D' - 10' Wide 525 LFJ25 = 21 Trees Req'd 525 LFJ4 131 Shrubs Req'd IV. Building Perimeter Plantings (Section 2.4.6.4) ® Buildings +'2 d 3 81,925 SF. x 10% = 8,1133 SF. 8,193 SFJ250 a 33 Trees Req'd, 65 Trees Provided Min. 20' average width of perimeter planting provided Budding 04 81514 8.1=. x 1051. = 8,165 SF. 8,151 SFJ250 = 33 Trees Req'd, 65 Provided Min. 20' average width of perimeter planting provided Building 05 81,925 SF. x 10% = 8,193 SF. 8,193 SFJ 250 a 33 Trees Req'd, 66 Provided Min. 20' average width of perimeter planting provided V. NShopping Center Gr'eenspace (Section 2.4.52 4 2.4.5.4) VI. Tree Credits for Preserved Trees (Section 2.4.4.14) No Credits taken VI I.Trees and Shrubs (Sections 2.4.4.2 and 2.4.43) Coastal Project - 10051. Native VIIIMinimum Landscaping Requirements (Section 2.4.o) Multf-family: 570,284 SF. / 2,00 , 285 Trees Required IX. Mulch (Section 2.4.4.5) 845 C.Y. Required x 2551. - 211 G.Y. Maximum Cypress Mulch 0 C. t'. Cyprees Mulch Provided Additional Mulch to be Provided 760 Bales (845 C.Y.) 2' Pine Straw Mulch X. Littoral Shelf Planting Area ( LSPA) (Section 3.5.11) See EngTneerTng Drawings c ROW Buffer e Alternative 'D' S Buffer, 35' Wide 13 Trees, 19 Shrubs Required All Requirements Exceede TwIca I Alternative 'Q' Muffer ROW Suffer Sim.- Qnty Common Name 00tarnfecal Name (Qv) PHASE ONE Live Oak Quercus virginiana (SP) 8 GOLF COURSE PHASE Sabal palmetto (SP) 6 Cabbages Palm BUFFER ALTERNATIVE B" (SM) BUFFER ALTERNATIVE "0" c ROW Buffer e Alternative 'D' S Buffer, 35' Wide 13 Trees, 19 Shrubs Required All Requirements Exceede TwIca I Alternative 'Q' Muffer ROW Suffer Sim.- Qnty Common Name 00tarnfecal Name (Qv) 6 Live Oak Quercus virginiana (SP) 8 Cabbage Palm Sabal palmetto (SP) 6 Cabbages Palm Sabal palmetto (SM) 10 Mahogany Swiatenia mahogont CRE) 13 Royal Palm Roystonea clata 04P) 124 Flreebush Namelia patens (C) n4 Coco Plum Chrysobalanus icaco (CU) 30 Seeagrape Coeeoloba uvirera CO) 134 '(sold Mound' Duranta erecta (CR) 16 Small Lear Clusia Clusra guttirera (SA) 123 Spartina bakesri Sand Cordgrass (MC) 294 Muhly Grass Muhlenloargia eapillaris I i 10 0 E 0 20 40 80 SCALE: 1 " = 40' �9t3e:iflCatTOnb Native Cold %l Min. 25' l4t., b'-7' Cal, Single straight Y lZ trunk, no low crotch FCa, 30' C.T. Y 1Z FCs., 36' C.T. Y 1Z .~tin. 2$' f4t, Single strarght Y MZ trw*, no low crotch 40' Oso �4t., 15' O.C. Y MZ Mrn. 3 Csal, Full, 42' O.C. Y MZ Mtn. 3 Ga 1. 36' O.C. Y CZ Min. 7 Ga 1., Fu 11, 60' O.C. Y MZ Mtn. 3 Ga L, Full, 36' O.C. Y MZ Min. 25 Csal., 8' -10' d ft, Full Y MZ Min. 3 Csa 1, 42' O.C. Y lZ Mtn. 3 (sal, 36' O.C. Y lZ "Ook Sheet No. 16 of i W Z OO W U 2 i j j j j j j U U U U U U JJ J J O J LLJ¢ a 3 3 3 3 3 3 m ° a o J03 O O O G q,rol �p O U-) LO U-) O V m O� O d' ®� va. G °^mom m � 0 U m C Q O O a�>0m 0 14 Cj o e� s x Q ~ U �O � Wo Z �.I LO N v cr cz � N I � a) a Cc: U 010 aj C V m CJ M CU v c W C V_ CJ L O G W E 3 n v L m �d ai M r C LiOcu t C m P p ca LLJ IC a CA�Y Q) LJ n.l PRomcr No. 80447 ACRD NO. 80447-LP09 MA TCH LINE Sheet No.17 of 23 3:\projects\804\80447\SDP\Phase_T.vo-thru-Six\9th_Sub\80447-LP09.dwg, 2/12/2008 11:51:39 AM, PLT-TRF-G.pc3 ;:\projW.s\904\90447\$DP\Phase_Two-thru-5ixt9th_5Ub\iFO447-LPo9.tlwg, 2Jv42UUu ii.Si:is AM, rr 1-I nr-U.ix s Sy�' Sheet . • ��'' of2'1';;J", ` a w 4 vo ._ I,y _ ,F ggg ..e ,,,.: ..::.•., a l^ _.x ...:.- .'9, ..-.. � 1 .'� x A r. ,P. ^ � �: � :� 1. :.. F.-✓: >_ -:_� :. ':=_.5 •: r...: - < :.; : 111-. { .,. _a X. X h ` rw7i�'4R f ft -,r ;:\projW.s\904\90447\$DP\Phase_Two-thru-5ixt9th_5Ub\iFO447-LPo9.tlwg, 2Jv42UUu ii.Si:is AM, rr 1-I nr-U.ix s Sy�' Sheet . • ��'' of2'1';;J", , iND CA Nei S: I. 50% of trees shall be a minimum of ten (10) feet in height, a 1 3/4' caliper, and a 4' spread at time of plantingg. In the case of palma, except dwarf opeeias, the required measurement &hail have tarn (10) feet of clear trunk Trees shall be species having an average mature spread of crown greater than twenty (20), and having trurlkfa) which can be maintained in a clean condition condition over five feet of clear wood. The remaining code trees &hall ba at least sight (S) feet to height, have a minimum caliper of 1 1/2' at 12 inches above the ground, and a 3' spread All new trees, including palme, shall be of a species having an average mature height of 15 feat or greater. 2. A grouping of three palm trees will be the equivalent of canopy trea. Palma may be subetitutad for up to 30% of required canopy trees. Palm trace must have a minimum of (10) ten feat of clear trunk at time of planting. 3. All treas shall be required to have guy& and stays installed. 4. ShI shall be a minimum of twanty-four (24) inches in height at planting. Shrubs shall be full and well branched at time of planting. 5. Sodding is required in all unpaved areae within the site boundaries unless other plantings are specified, or existing vegetation is preserved. 6. The balance of landscaped areae shall be sodded with Bahia or St. Augustine Grass. 1. A two-inch minimum iayar after watering -in of shredded Pine Straw mulch for preserve areas t Melaleuca mulch (Florimulch) for rest of landscaping areae shall btEplacetd and maintained around all nawly installed trace, shrube, and ground cover plantings. Each tree shall have a ring of organic mulch no lees than 12 inche& beyond its trunk in all directions. No more than 25 percent by volume of the mulch used on a aette may ba cypra&s mulch. a. During construction, all reasonable steps necessary to prevent the destruction or damaging of existing vegetation shall be taken. No axceea soli, additional fill, equipment, liquids, or construction debis &hall be piacad within this dripline of any vagetation that is to be preserved, or that will be credited towards the required landscaping. Protective barriers shall be installed and maintained bayond the dripline of all retained vegetation, and shall remain to place for the duration of the construction process phasa. S. All vegetation that is to remain shall be protected Nby a continuous barrier around the parimetar of the area. 'This barriar shall be highly visible and eonstructad of wood stakss set a max. of ten feet apart, at a het ht range of two to four feet, all covered continuouely with bitg1A.ly colored, all-weather• mash material or equal. Any existing tree(a) that will be retained or claimed for credit must be barricaded prior to construction. Barricades shall be placed at full dripline or six (6) feet from trunk, whichever is greater. LEGEND il�lin�� PldritTn �l Plan -Old (Building 4 Garage Level )1 2 Garage Roof Level, 10 Trees Provided in Planters 2 8VL Qty" Common Name Sotanrcal Name 8p®crfrcatrons Native Cold Tol (CO) le Satin Leaf Chryscphyllum oliviforme Min. 14'-16' OA, 6'8spr, 3'-4' Cal 6' CT Y CZ 15064ig Perimeter 6,1913 s.f. Required 24- 4(SEE (SEEGRADING PLAN) (SS) 8 Gumbo Limbo Suraera simaruba Min, ib' -i8' OA, 8' Spr, 65 Gal, Y CZ Y CZ Single trunk no low crotch ChrysophyNum oliviforme (OV) 6 LTva Oak Quarcus vfrrginfana Mfn, W-18' OA, 6' Spr, 65 GgL Y 1Z (SP) 48 Cabbage Palm Sabal palmetto Min. 20'-26' C.T, Varied Nafghta Y 1Z (SM) 3 Mahogany Swfetenla m4hogonr Min, i6' -f8' 0A, 8' --pr, 65 GaL Y MZ (SP) 46 Cabbaga Palm Single trunk no lora crotch Single trw* no low crotch Y (CU) 43 Seagrape Coccoloba uvifera Min. 7 Gal, Full, 60' oc Y MZ (LM) 1,112 Purple Lantana Lantana monteviderars Mfn. 1 Gal, Full, 16' oc N MZ (AD) 70 Leather Fern Acrostfcham danaeaefoifum Mfn. 3 Gal, FU11, 30' oc Y MZ (VO) 275 Wafters Viburnum Viburnum obovatum Min. 3 Gal, Full, 46' oc Y 1Z (SR) 109 Silver Saw Palmetto Seranoa revers 'Cinerea' Min. 3 Gal, Full, 48' oc. Y iZ (NP) 670 Frrebush Namalla patens Min. 3 Gal, Full, 48' oc Y MZ (TD) 863 Fakahatchee Grass Tripaacum dactyiordes 1`11n..3 Gal, Full, 36' oc Y MZ (SA) 250 Spart[na Spat[na baker[ Mfn. 3 Gal, Full, 36' oc. Y MZ Mulch +/- 45 Sales Pine Straw 2' thick after watering In MZ The Remainder of open areas adjacent to units shall be either landscaped with additional plant material i10 or sodded with either Hahn or St. Augustine Sod All landscaped areas shall have i001. head to head Coccoloba uvifera irrigation coveraga. Y MZ (DR) 10. Plant materials used shall conform to the standards for Florida no. I or better as given in 1�uilaina IantiriPlan-Mld (81,11 lding 4 Garage Level 'Grades and standards for n,raary planta' part I and 'Grades and standards for nursery Garage Roof Level, l0 Trees ProvI ded In Planters plants' part il, Florida Department of Agriculture and Consumer Services Tallahassee. Ste' OMNI Common Name SotanlcaI Name Specification Native Cold Tol 11. 100% of the total number of trees and shrubs shall be indigenous. (CO) i0 Satin Leaf ChryscphyIIwm oliviforma P'iln. i4' -i6' OA, 6'8' --pr, 3'-4' cal, v CT Y CZ Building Perimeter 8,1'53 ST, Recqulre:d 12. As defined by the Collier County Code Section 3.9.6.4.1 all existing invaaiva exotic species (BS> 8 Gumbo Limbo Bursera s[malruba "In, W- IV OA, 8' spr, 65 Gal. Y CZ shall be removed from the alto. The owner shall maintain, in perpetuity, the annual control Single trunk, no low crotch of any exotic vegetation with an approved herbicide treatment, and the manual removal of any new growth during the spring ry season. (OW6 Live Oak Quercus v[rgfn[ana Min, i6' -i8' OA, 8' spr, 65 6a Y IZ 13. The property owner" ie responsible for replacement of all dead landscape material and (SP) 48 Cabbage Palm Sabal palmetto Mn. 20'-26' C.T Varied NaTghts Y 1Z for maintenance of the required irrigation ayetam after the warranty period ands. (Sjy) 3 Mahogany Swreterfa maihogonl Min, 16'48' OA, 8' --pr, 65 Gal. Y MZ 14. Plan is based on site data, project boundary, and surrounding use information Single trunk no low crotch as shown on enginearing plans. (VO) 237 Walters Viburnum Viburnum obovatum Min. 3 Gal Full, 46' oc Y iZ (OR) 217 Golden Dewdrop Duranta repens Mfn. 3 Ga I Full, 36' o.,r Y MZ (AI --V 349 Leather Fern AcroetTcham danaeaefolium Mn. 3 Gal, Full, 30' o.c. Y MZ (LM) 841 P'ur'ple Lantana Lantana montev[danafs Mir. 166 1, Full, 16' oc N MZ NOTE: FINAL TREE STAKING TO (SR) 36 Silver Saw Palmetto Saranoa repens 'Cinerea' Min. 3 Gal Full, 46' oc Y 1Z jN\�\ BE APPROVED SYLANDSCAPE (CU,) 34 Seagrave Coccoloba uvrfara M[n. 7 (Sal, Full, 60' oc. Y MZ ARCHITECT PRIOR TO 04P) 276 FTrebush Namelld patens Mfn. 3 Gal, Full, 48' oc Y MZ INSTALLATION (TD) 615 Fakahatchea Grass Tr[psacum clactylofdes Min. 3 Gal, Full, 36' o., Y MZ HURRICANE CUT OR (SA) 167 Spartfna Spatfna baker[ Min. 3 Gal, Full, 36' oc Y MZ TIE FRONDS. (SEE PLANT LEGEND) Mulch +/- 45 Bales Pine Straw 2' thick after watering In The Remainder of open areas adjacent to units shall be afther landscaped with additional plant material or sodded with either Sahfa or St. Augustine Sod. All landscaped areas shall have 100% head to head irrigation coverage. (3) EQUALLY SPACED 2"x4" O �j WOOD BRACES - P. T. NAIL 2 (DRILL & NAIL IF NECESSARY) 2 TO BATTONS & 2x4 STAKES W FLAG AT MIDPOINT & BASE W a t_y. UZ BotanreaI Name 4 FINISHED GRADE. 24- 4(SEE (SEEGRADING PLAN) i0 #t it ik1�. 12" Min. 14'-16' 0A, 6'8' Spr, 3'-4' Cal 6' CT NOTE. CONTRACTOR SHALL ASSURE TWO LAYERS OF BURLAP TO PROTECT TRUNK TWO STEEL BANDS TO SECURE 13ATTONS BEYOND TRUNK IN ALL DIRECTIONS. f5)2-X4-X18- WOOD 5)2x4X18"WOOD BATTONS 2"x4" WOOD STAKE 2"MIN. MULCH, TYPICAL. 24" SOIL BERM TO HOLD WATER, 6" TYPICAL. "�' ?i' 'i PREPARE PLANTING SOIL ° a i' •"' AS SPECIFIED. PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 1 l I t Ill Ih. -, F PALM TREE PLANTING AND STAKING DETAIL N.TS r ri ,,:SAFfiY'a:wn - my #„:::' :Mme uw 0 '�:I-/ Q 0 PLAN (WIRE LOCATION) PROTECT TREE IN 112'[3 — BLACK RUBBER HOSE ABOVE FIRST MAIN LiMBS. FINISHED GRADE. NOTE CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING':; PITS PRIOR TO INSTALLATION. - Large Trees (Typ") * Live Oak * Mahogany * Gumbo Limbo * Mastic Hca Ie: 1" = 401 _ 0" * Note: This buffer is not re red b� the LDC and is a result of the settlement agreement" 3;\projec?�.1,904�a044'7�SDP\Phase_Tw0-thru-Six\9th_SVb\90447-LP09.dwg, 46/7009 4:1B:12 PM, PLT-TRF-G.pc3 LARGE TREE DETAIL N -LS Is l E #10 GAUGE WIRE 274"X3' STAKES BURIED 3" BELO W SURFACE W/HT. PLASTIC FLAG. WHITE PLASTIC FLAG ABOVE GALV. TURNBUCKLE 4'-0" ABOVE GROUND, TYP. 2" MiN. MULCH, TYPICAL. SOIL BERM TO HOLD WATER, 6" TYPICAL. PREPARE PLANTING SOiL AS SPECIFIED. 6" CLEAN COARSE BUILDERS SAND. Building PlantingPlan-Bldg 04 (Building 4 Garage Level Sotanrcal Name Garage Roof Level, l0 Trees Provided In Planters Garage Roof Lever 10 Trees Provided in Planters (QV) Svm Qrtyd Common Name Sotanfcal Name a t_y. Common Name BotanreaI Name 8ptso-ifleations Native Gold Tol (CO) i0 Satin Leaf Chrysophyllum oliviforme Min. 14'-16' 0A, 6'8' Spr, 3'-4' Cal 6' CT Y CZ Building Perimeter 8,165 s.f. Required ChrysophyNum oliviforme i0'-12' Oso, F.G. Y (HS) 9 Gumbo Limbo Huraara simaruba Min, i6' -i8' OA, 8' Spr, 65 Ga I. Y CZ Single trunk no low crotch (SP) 46 Cabbaga Palm Single trunk no lora crotch Min. 20'-26' C.T Varied Na[ghta Y (QV) 5 Live Oak Quarcu* v[rglnfana Min, i6'-18' OA, 8' Spr, 65 Gal. Y iZ (Sim) 46 Cabbage Palm Sabal palmetto Min. 20'-26' C.T Varied Nafghts Y l•Z (SM> 3 Mahogany Swretenra mahogon/ Min, i6'46' OA, 6' Spr, 65 Gal Y MZ (NP) 438 FTrebu&h Namalra patens Min. 3 Gal Full, 48' oc. Y Single straight trunk, no low crotch (CU) 36 Saagrape Coccoloba uvifera (NP) 176 Compact Ffrebush Namella patens Compact' 1`11n.3 Gal, Full, 30' oe Y MZ (CU) i10 Seagrape Coccoloba uvifera Min. 7 Gal, Full, 60' oc. Y MZ (DR) 388 Gordan Dewdrop Duranta repana Min. 3 Gal, Full, 36' oc Y MZ (AD) 128 Leather Fern Acrostfcham danaeaefollum Mfn. 3 Ga i, Full, 30' oc Y MZ (LM) 923 Purple Lantana Lantana montev[dens[s Min. 1 Gal, Full, i6' oc Y MZ (VO) 127 Waltera Viburnum Viburnum obovatum Min. 3 Gal, Full, 48' oe Y 1Z ($A) 701 Spartfna Spatina baker/ Min. 3 Ga i, Full, 36' o., Y MZ (TO) 642 Fakahatd-tee Grass Tr[psacum dactylo[dea Min. 3 Gal Full, 36' oc. Y MZ (NP) 98 FTrebush Namella patens Min. 3 Gal, Full, 48' oc. Y MZ (SR) 146 Silver Saw Palmetto Serena rapers Min. 3 Gal, Full, 42' oc. Y MZ Mulch +/- 45 Sales Pine Straw 2' thick after watering In Tia Remainder of open areas adjacent to units shall be either landscaped with additional plant material or sodded with either Sahfa or St. Augustine Sod. All landscaped area* shall have 1001. head to head irrigation coverage. Mullding n - 1 (Building 4 Garage Level A Common Hamar Sotanrcal Name Garage Roof Level, l0 Trees Provided In Planters Native Cold Tol (QV) Svm Qrtyd Common Name Sotanfcal Name Spacfflcatlona Native Cold r©1 (CO) 7 Satin Lear Chryscphyllum oliviforms Min. i4' -i6' OA, 6'8' spr, 3'-4' Cal 6' CT Y CZ (KF) 6 Slack Ironwood Krogfodanciran ferreum Mfn. 14'46'04, 6'8' --pr,.3'-4- Cal 6' CT Y CZ Building Perimeter 8,193 s.f. Required ChrysophyNum oliviforme i0'-12' Oso, F.G. Y (HS) 9 Gumbo Limbo Buraera almaruba Min, i6' -I6' OA, 6' Spr, 65 Gal. Y CZ FG- , 8'40' Nt, 4' spr, 2 Cal„ Single straight Y Single trunk no low crotch (SP) 46 Cabbaga Palm Sabal Palmetto Min. 20'-26' C.T Varied Na[ghta Y 1Z (SM> 6 Mahagony Sw[ctenfa Mahogonl Min, i6' -i8' OA, 6' --pr, 65 Gal. Y MZ Y MZ Single trunk, no low crotch 46 Saagrape (QV) 3 Live Oak Quarcu* vfrfnana Min. 20'-26' C.T Varied Nefghts Y lZ 86 Coco Plum Single trunk no low crotch Min. 3 Gd L, 36' O -c. Y (NP) 438 FTrebu&h Namalra patens Min. 3 Gal Full, 48' oc. Y MZ (CU) 36 Saagrape Coccoloba uvifera Min. 7 Gal, Full, 60' oe Y MZ (VO) 32 Walters Viburnum Viburnum obovatum Min. 3 Gal, Full, 48' oc. Y iZ (OR) 337 Golden Dewdrop Duranta repens Min. 3 Gal Full, 36' oc. Y MZ (AD) 517 Leather Fern Acroat[cham danaaaefol[um Min. 3 Gal, Full, 30' oc. Y MZ (LM) 1294 Purple Lantana Lantana montevfdenafs Min. 1(341, Full, iV oc Y MZ (SCP) 550 Llh[ta inkbarry Scaevola plumfer Mfn. 3 Gal Full, 42' o.c. Y MZ (SR) 472 Silver Saw Palmetto Serena raparis Min. 3 Gal, Full, 42' oc. Y MZ (SA) 114 Spartfna Spat[na bakarl' Min. 3 Gal Full, 36' oe Y MZ Mulch +/- 45 Bales Pine Straw 2' thick after watering in The Remainder of open areas adjacent to units shall be afther landscaped with additional plant material or sodded with either Saha or St. Augustine Sod. All landscaped areas shall have i001. head to head irrigation coverage. CONTRACTOR SHALL ASSURE PERCOLATION OFALL PLANTING PITS PRIOR TO INSTALLATION. PREPARE PLANTING SOA. AS SPEC'D. ,' ;I•i; C:'::p (f,�_C 1 1 yy } TF:g - L :.:...,;{....j..,:.:., z ..'....... " .. WHEN GROUND & SHRUBS ARE:_:,.,. I `.,....I E } . USED IN MASS. ENTIRE BED TO BE il_ 6•I.:_:.IIS' -IIb_ Ils.._.,,,._...ar,.. _-..ill.:-•-ill. .lir.,.. EXCAVATED TO RECiEVE PLTG, SOIL & :. .-11 t PLANT MATERIAL, EXCEPT AS SPEC'D. ^-°I i -._;_ J I {„ i y--• i' 1_'_.;:j ::-7 NOTE: SHRUB AND GROUNDCOVER DETAIL N.T.S + x+ x+ + •+— r+ "x' ALL SHRUBS/GROUNDCOVER +-x +- + + ' + TO BE TRIANGULAR SPACING SEE PLANT LIST FOR "X" VALUE. + + + + + + 12' MIN. SETBACK FOR GROUNDCOVER CURB/EDGE OF PAVEMENT/ BED LINE NOTE: THE PERIMETER OF ALL CURVED PLANTING BEDS SHALL BE PLANTED WITH A ROW OF SHRUBS AS SHOWN iN THE PLANS AND AT THE SPACING SHOWN IN THE PLANT LIST. INTERIOR PORTIONS OF EACH BED SHALL BE PLANTED AT APPROPRIATE SPACING ACCORDING TO THIS PLANT SPACING DETAIL. DI AAIT CDAf'IAIf--f]1=TAI1 MULCH, 2" MIN. (TYP.) SOIL BERM TO HOLD WATER, 6" TYP. FINISH GRADE, SEE GRADING PLAN 12" MIN. DEPTH OF PLANTING SOiL FOR GROUNDCOVER BED Tunica I Alternative '' ufflantin ion Suffer: 1 &m.. Qnty Common Name Botanical Name (OV) C,ints Common Hamar Sotanrcal Name Specincatlon* Native Cold Tol (QV) 4 Live Oak Quercus virgfniana PCs. 8'-10' 14t. 4' apr, 2' Ca L, Single strain, f. -ht Y iZ Myrsine Myrolne florldana (CU) 53 trunk no low crotch Coccoloba uvrfera (CO (CO) 8 Satin Leaf ChrysophyNum oliviforme i0'-12' Oso, F.G. Y CZ (SM) 3 Mahogany Swretenra mahogorl FG- , 8'40' Nt, 4' spr, 2 Cal„ Single straight Y MZ trunk, no low crotch (MF> 52 Myrsfne Myrafne florfdana Min. 3 Gal, Full, 36' O.C. Y MZ (CtV 46 Saagrape Coccoloba uvifera Min. 10 Gal., 5' Nt, 36' Spr., 48' O.C. Y MZ (CO 86 Coco Plum Chrysobalanus Tcaco Min. 3 Gd L, 36' O -c. Y CZ (OR) 55 Golden Dewdrop Duranta rapena Min. 3 Ga 1, Full, 36' O.C. Y MZ 1- Ica I Alternative 'D' Suffer lantino Plan RI Tf Fi=r- 9 &m.. Qnty Common Name Botanical Name (OV) 1i Live Oak Quercus vlrgrniana (CO) 8 Satin Lear Chrysophyllum ollvlforme (SM) 2 Mahogany Swfatanfa mahogonf (MF) 91 Myrsine Myrolne florldana (CU) 53 Seagrapa Coccoloba uvrfera (CO 160 Coco Plum Clrysobalanus Tcaco (DR) 134 Golden Dewdrop Duranta repcans SIDEWALK, PAVEMENT, UTILITIES, ETC. ecificat[ons Native Cold Toi 8'-10' Nt. 4' spr., 2 Cal, Single straight Y 1Z trunk no low crotch 10'-12' 0.,4, FG. Y CZ FCS, 8'-10' Nt, 4' spr., 2 Cal Single straight Y MZ trunk no low crotch Mfn. 3 Gal, Full, 36' O.0 Y MZ Min. 10 Ga 1., 5,14t, 36' Spr, •48' O.G. Y MZ Min. 3 Gal 36' O.C. Y CZ Min. 3 Gal, Full, 36' O.C. Y MZ NM5 F--� A BARRIER REQUIRED 6I' EU _K PAVEk!ENT UTILJTIE5, ETC. IF TREE 16 10' OR LE66 FROM 51DEWAI -K o 20' MIN. LEWGTW OF OR J, ROOT BARRIER REQUIRED 15' OR LESS JJ FROM BUILDING ROOT BARRIER DETAIL N.T,6 L Barrier required for root control in trancha&, alongaida hardscape structures ouch as sidewalks, curbing, pavements, concrete, utilities and building foundation& to prevent structural damage due to root penetration. The barrier functions to provide both a physical and chemical barrier zona to restrict vegetative root ancroacl-mant. 2. Fibers used to the manufacture of root control barrier substrate fabric shall consist of Tong chain synthetic polyolefins (at least 95% by weight) and a UV stabilizer. They shall be formed into a stable network such that the filamenta or yams retain their dimensional etability relative to each other. 3. Nodules consisting of trifluralin, carbon black. and polyathylena compounded in a patented method utilizing time-raleased ckaracteristica are parmanently attaci-ed to the substrate fabric on I -VZ centers by a through Injection molding process_ Active Chemical Trtfluralin (a a a-Trufluro 2,6-dinitro - NN, - 17.590 Dtpropyi-p-toluldtne) ,fictive ChmIcai 10091. Spunbondad Polypropylene and Carbon 82.5ge �9>515TING VIE., AT r 2'? J� m. - f ... ' j1A ` r '."ii �+`ik',,,,�I�'►ra a _'�\�' �/ �� 1♦i6��Rr€e.. `-Shrub Massing (Typ.) * Fire Brush * Muhly Grass * Spartina 6 - Shrub Massing (Typ") * Cocopulm * Fakahatchee Grass * Saw Palmetto '- Palm Clusters (Typ.) * Sa ba I Palm * Pa urot i s Palm * Florida Thatch Palm * Key Thatch Pa Im 8 Small/ Flowering Trees (Typ.) * Sea Grapes * Silver Buttonwood * Green Buttonwood * Note: Enhanced landscape berm to be irrigated by golf course LI DRIVING RANGE (GOLF COURSE PHASE) v No Irr1 g *tion <-Irrf *tion C%TP (EXI5TINCs VF-CSETATIVN) i LANDSCAPE: BERM SECTION LI -LI NOT TO SCALE Iwo toot ntgn ainuous landscape berm 2' Z A r -A n Sheet Nol 9 2%�J L�ti - :�_�:.��_.;_.- ��"����•w^=""`�.�-• `moi �!/ /!! / V'!!/y.f I i.A 4 ' 's: P w w w / Irl.. L AN EASTERN INOIGO SNAKE PROTEC770NIEDUCA77ON PLAN SHALL BE j /„ AOULTS ANO YOUNG IS SHiNY BLUISH -BLACK VOTH SOME RED OR CREAM .......-.--._..�._.�_...-.�.,........_,_-...- SST,,,....._ ....... ..........: ��. _,....-....,,� I #f g� 3 { 3 g 3' 35 s 0 E i e i GOPHER TORTOISE BURROWS ARE USEO BY MANY PREY ANIMALS THAT ARE t; s °, EASILY CAPTUREO BY THE INOIGO SNAKE iN THE BURROW. INDIGO SNAKES ALSO USE THE BURROWS AS GENS FOR COVER, ANO LAYING EGGS O7NE IAL k 'tl� 'AA1 - • `4`S tn� 4 i 3 �5 sE s. s1; I.i {; ` , C f THE DECLINE IN THE POPULATION OF INDIGOS IS AT7Ri9UTED TO HABITAT LOSS I OUE TO OEbELOPMENT AMO OVER-COLLEC77NG FOR THE PET TRAOE. 1{ If FRAGMEIVTA77ON OF HABiTATRESULTS' W MANY lNOiGO SNAKES KILLED BY TRAFFIC. B. INS77?UC710NS NOT TO INJURE HARM, HARASS OR KiLL THIS SPECIES, EVERY EFFORT SHOULD BE UNOERTAKEN TO AVO10 HARMING ANY SNAKE C. OiREC77ONS TO CEASE CLEARING AC77VI77ES ANO ALLOW THE EASTERN INOiGO OBSERVED OUR/NG THE CONS7RUC110N OF COCOHATCHEE. IF ALL SNAKES ARE SNAKE SUFF]C/ENT 77ME 70 MOVE AWAY FROM THE 97E ON iTS OWN BEFORE AVBIOED, THE GANGER OF HARMING A PROTECTED SPECIES OUE TO RESUMING CLEARING, ANO MiS-bEN77FICA77ON IS REDUCED. THE ENOANGEREO SPECIES ACT (ESA) OF 1973 MAKES IT A VIOLA77ON 70 ?HARASS, HARM, PURSUE, HUNT, SHOOT, WOUND D. TELEPHONE NUMBERS OF PER77NENT AGENCIES TO BE CONTACTED IF A OEAO KILL, CAPTURE, OR COLLECT ENOANGERED OR 7HREA7ENEO SPECIES' PHASE G. Ci WOLA77ONS CAN RESULT IN FINES OF UP 7.0 $10,000 AN0/0R UP TO ONE YEAR UPLANQ PRESERVE = 4.30 ACRES C IN PRISON. IF iT APPEARS THAT THE CONSTRUC770N AC771177ES WILL CAUSE A ` WOZA77ON OF THE ESA, CONSTRUC77ON MUST BE STOPPEO UN77L THE PROPER iN ASSOCiA77ON W177-1 A BIOLOGICAL OPINION; ONLY INOMOUALS WHO HAVE ACTION CAN BE OETERMINED. ANY INDIGO SNAKE ENCOUNTERED OURING THE BEEN E17HER AU774CRIZEO BY A SECTION 10(A)(1)(A) PERMIT ISSUED BY THE CONSTRUC77ON AC77WTY THAT ODES NOT LEAVE ON iTS OWN ACCORD MUST BE SERVICE, OR BY THE STATE OF FLORIOA THROUGH THE FLORIDA RSH AND REMOVED BY A QUALIFIED BIOLOGIST. WILOLiFE COIVSERVA77ON COMMISSION FOR SUCH AC77W77ES, ARE PERMITTED 70 COME INTO CONTACT W17H OR RELOCATE AN EASTERN INOIGO SNAKE: CONTACT THE FOLLOWING AGENCIES IF INOIGO SNAKES ARE OBSERVED: U.S. FiSH & WILDLIFE SERVICE - 762-561-3909 3. IF NECESSARY, E4S7ERN INDIGO SNAKES SHALL BE HELD iN C4P77VITY ONLY LONG ENOUGH TO TRANSPORT THEM 70 THE RELEASE SITE;• AT NO 77ME SHALL FLORiOA FiSH & WILDLIFE CONSERVA77ON COMMiSiON, 1-800-282-8001 TWO SNAKES BE KEPT IN THE SAME CONTAINER DURING TRANSPORTATION. 4. AN E4STERN INOiGO SNAKE MONITORING REPORT MUST BE SUBMITTED TO 77 -IE APPROPRIATE FLORiOA FIELD OFFICE WITHIN 60 DAYS OF 77 -IE CONCLUSION OF CLEARING PHASE. THE REPORT SHOULD BE SUBMITTED WHETHER OR NOT EASTERN INDIGO SNAKES ARE OBSERVED. THE REPORT SHOULD CONTAIN 77 -IE NT_m .....ter i A. ANY SIGH77NGS OF EASTERN INDIGO SNAKE$ L�ti - :�_�:.��_.;_.- ��"����•w^=""`�.�-• `moi BLDG 4 Vim. •4 �,�� 3 4� � y r� 1 A V-) I # �• kr 3 1 q / € - 'a / � BLDG 3 �- •., �_ -� jl f =IT N� i 4 STANDAR® PROTECTION MEASURES FOR r r \ r' E E4STERN !WIG SNAKE ..f �s�-'P L AN EASTERN INOIGO SNAKE PROTEC770NIEDUCA77ON PLAN SHALL BE j /„ AOULTS ANO YOUNG IS SHiNY BLUISH -BLACK VOTH SOME RED OR CREAM PERSONNEL 70 FOLLOW. THE PLAN SHALL BE PROVIDED TO THE SERVICE FOR COLORING ON THE CHiN OR SLOES OF THE HEAD. THE iNOiGO SNAKE iS #g 1 l g 3' 35 s 0 E i e i GOPHER TORTOISE BURROWS ARE USEO BY MANY PREY ANIMALS THAT ARE t; s °, EASILY CAPTUREO BY THE INOIGO SNAKE iN THE BURROW. INDIGO SNAKES ALSO USE THE BURROWS AS GENS FOR COVER, ANO LAYING EGGS O7NE IAL k 'tl� 'AA1 - • `4`S tn� 4 i 3 �5 sE s. s1; OERRlS 5- s its\�1 5 1 THE DECLINE IN THE POPULATION OF INDIGOS IS AT7Ri9UTED TO HABITAT LOSS j \SSE. e� gg P OUE TO OEbELOPMENT AMO OVER-COLLEC77NG FOR THE PET TRAOE. A< 1 FRAGMEIVTA77ON OF HABiTATRESULTS' W MANY lNOiGO SNAKES KILLED BY TRAFFIC. B. INS77?UC710NS NOT TO INJURE HARM, HARASS OR KiLL THIS SPECIES, EVERY EFFORT SHOULD BE UNOERTAKEN TO AVO10 HARMING ANY SNAKE C. OiREC77ONS TO CEASE CLEARING AC77VI77ES ANO ALLOW THE EASTERN INOiGO OBSERVED OUR/NG THE CONS7RUC110N OF COCOHATCHEE. IF ALL SNAKES ARE SNAKE SUFF]C/ENT 77ME 70 MOVE AWAY FROM THE 97E ON iTS OWN BEFORE AVBIOED, THE GANGER OF HARMING A PROTECTED SPECIES OUE TO RESUMING CLEARING, ANO MiS-bEN77FICA77ON IS REDUCED. THE ENOANGEREO SPECIES ACT (ESA) OF 1973 MAKES IT A VIOLA77ON 70 ?HARASS, HARM, PURSUE, HUNT, SHOOT, WOUND D. TELEPHONE NUMBERS OF PER77NENT AGENCIES TO BE CONTACTED IF A OEAO KILL, CAPTURE, OR COLLECT ENOANGERED OR 7HREA7ENEO SPECIES' EASTERN INDIGO SNAKE IS ENCOUNTERED. THE OEAO SPECIMEN SHOULD BE THOROUGHLY SOAKED iN W47ER, THEN FROZEN. WOLA77ONS CAN RESULT IN FINES OF UP 7.0 $10,000 AN0/0R UP TO ONE YEAR UPLANQ PRESERVE = 4.30 ACRES C IN PRISON. IF iT APPEARS THAT THE CONSTRUC770N AC771177ES WILL CAUSE A 2 IF NOT CURRENTLY AUTHORIZED THROUGH AN iNCiOENTAL TAKE STATEMENT WOZA77ON OF THE ESA, CONSTRUC77ON MUST BE STOPPEO UN77L THE PROPER iN ASSOCiA77ON W177-1 A BIOLOGICAL OPINION; ONLY INOMOUALS WHO HAVE ACTION CAN BE OETERMINED. ANY INDIGO SNAKE ENCOUNTERED OURING THE BEEN E17HER AU774CRIZEO BY A SECTION 10(A)(1)(A) PERMIT ISSUED BY THE CONSTRUC77ON AC77WTY THAT ODES NOT LEAVE ON iTS OWN ACCORD MUST BE SERVICE, OR BY THE STATE OF FLORIOA THROUGH THE FLORIDA RSH AND REMOVED BY A QUALIFIED BIOLOGIST. WILOLiFE COIVSERVA77ON COMMISSION FOR SUCH AC77W77ES, ARE PERMITTED 70 COME INTO CONTACT W17H OR RELOCATE AN EASTERN INOIGO SNAKE: CONTACT THE FOLLOWING AGENCIES IF INOIGO SNAKES ARE OBSERVED: U.S. FiSH & WILDLIFE SERVICE - 762-561-3909 3. IF NECESSARY, E4S7ERN INDIGO SNAKES SHALL BE HELD iN C4P77VITY ONLY LONG ENOUGH TO TRANSPORT THEM 70 THE RELEASE SITE;• AT NO 77ME SHALL FLORiOA FiSH & WILDLIFE CONSERVA77ON COMMiSiON, 1-800-282-8001 TWO SNAKES BE KEPT IN THE SAME CONTAINER DURING TRANSPORTATION. 4. AN E4STERN INOiGO SNAKE MONITORING REPORT MUST BE SUBMITTED TO 77 -IE APPROPRIATE FLORiOA FIELD OFFICE WITHIN 60 DAYS OF 77 -IE CONCLUSION OF CLEARING PHASE. THE REPORT SHOULD BE SUBMITTED WHETHER OR NOT EASTERN INDIGO SNAKES ARE OBSERVED. THE REPORT SHOULD CONTAIN 77 -IE FOLLOWING iNFORMA770N.• A. ANY SIGH77NGS OF EASTERN INDIGO SNAKE$ B. SUMMARIES OF ANY RELOCA7EO SNAKES /F RELOCATION WAS APPROVED FOR 77 -IE PROJECT (E. G_, LOCA77ONS OF WHERE ANO WHEN THEY WERE FOUND ANO RELOCATED); /� �+ GOPHER TORTOISE 5 iiCIE�+ MANAGEMENT PROT0001. NO WLDUFE ONSIOEQU` ES7IBY THE0 CONSERVA03NGAT /NR1HE PERMIT S"E WeaOPdMENT CONSID04TMS AND SPECIES EW PROTOCAL All gopher tortoises will be retained on site in the designated preserve areas, shown on the attached site plon/preserve mop. Prior to commencement of work on the site fencing and containment surrounding the preserve areas will be inspected and repaired were needed. All tortoises that would be impacted 5 by construction will be relocated to preserve areas. All preserves will be ENL® EAGLE MANAGEMENT PLAN r (Per revised USFWS Biological Opinion dated February 6, relocating any tortoises and both FWC and County staff will be contacted and 2007) informed prior to any relocotion efforts. in the event the bold eagles continue nesting in CO -19A, the construction Relocation methods will involve a combination of mechanical and hand digging. sequence proposed in the biological opinion issued for this project on February Al! burrows will be surveyed again prior to relocotion and oil active and inactive 171004 and as modified on July 14,1004, would be modified as follows: burrows will be excavated Where mechanical methods ore employed (digging with o small bockhoe), digging by hand will rake over during the lost few feet. 1. In the event of project implementation, the entry rood, srormwoter pond, parking area, and golf club house areas will be cleared and constructed in the Prior to clearing or construction the following activities will take place, • first non -nesting season (May 16 through September 30). Exterior construction of theolf club house would also occur in the fast non -nesting 4 season. L Temporary wire fencing will be placed around the development area to w prevent tortoises from entering during clearing and construction. Fencing will Z Land clearing and the initiation of construction of condominium number 1 also ! e foot into a ground and extend at least two feet above be du or east on oo th u 9 9 would be initiated in the non-nestingseason Ma 16 through September 30 . ( Y 4 P ) the ground to prevent tortoises from digging under or climbing over. This fence However construction of this 10 -story building, which is anticiPated to take about w 1 ears to complete, would not be limited to the non -nesting season. The staging y P 9 9 n9 w area for building number 1 would be at the future location of building number 3 w (Figure 1). Site clearing for the staging areas would occur in the some w non -nesting season. w w 3. In the second non -nesting season, construction of the remaining recreation! w �w and tennis areas) would be initiated and exterior construction completed. These Com' the Sony Watch Com, FDM 402A. This instrument consists of o long facilities ore intended to be operational upon completion of the 2 yeor construction flexble hose with o comera at one end which is carefully probed phases for condominium number 1. burr A o gives o picture of the burrow as the hose ow. video screen attached g w asses down. This allows not only the condition of the burrow to be S P y w in n residents viewed. if a visual determination cannot be ascertained but o es dents to be Y w as if o tortoise or commensal mode with the scope the burrow will be treatedo oPThe w h w will du away to within is resent. Using o small backhoe the burro be o P 9 4 Y w x' h f f i Th remainder of the burrow will be 0 0 ,mote/ three set o the tortoise. e Pr P Y remainingcondominiums would be buildings 3 4 and 5 with the start of 9 scraped away with o hood shovel and the tortoise gentlyremoved and A transported by hand or buckets into the appropriate preserve area. (Figure 1). The construction start dates of these condominiums likely would be in 4. All equipment operators on the site will be fully briefed on the proper consecutive non -nesting seasons, but could be delayed based on the economy. - handling techniques to safeguard the tortoises. Any tortoises observed by the o caught and held in an o ro ote holding area equipmentporizes will be g PP Pr 4 5. The boardwalk connecting condominium numbers 4 and 5 inside 660' of n D h authorized n contacted. The biologist will identify the u t the out or zed biolo ist co be co 0 09 Y 9 CO -19A would only be constructed in the uplands in the non -nesting season after these two u ni s f ore completed and of the revised location as shown. h tortoise (7f possible) and transport it into the appropriate preserve. If the P v relocated, the reserve fencing will be tortoise is one that hod been previously reloc c P P y 9 diligently inspected to determine how the tortoise escoped from the . to h event h bald eagle air returns to CO -19 or builds other nests on 6 the the g p preserve. property owned by Lodge Abbott Associates, LLC, the permittee agrees to similoriy 5. Post construction and long-term mointaintence measures are approved mod;y the construction sequence on the remaining buildings to minimizethe adverse effects of the project on Wasting bold eagles. under the Kinsale Golf Course SDP (AR -5281). 5 5. Gopher tortoises will be relocated from each phase of development after 7. The permittee has proposed to preserve on off-site bold eagle nesting territory as compensation for unavoidable effects to eagle nest CO -19A. Securing o territory approval of that phase. may be in the form of fee simple title or a conservation easement to be gronted 4 Max. to an acceptable third party. The territory must include sufficient area to alternate nest trees in the event that the ma nest tree is lost. accommodatepn ry The permittee will use best efforts to locate and secure o territory in Collier County, but reserves the right to search elsewhere if on acceptable contract cannot be secured in Collier County. w � E w w w w ;Y a ;V F' ,V •i� � ,y i+ , ` Jr Jr 3r Vy �y w 31` '�vr � w: w ;Y ,y w . w ZY � •V :: w w .t, . s1` � w w •I: � . w :, 'V `w w w of ;; ;�• ,� w w: w ,� w .v w w ,•:;.; w v�_ w� .I. w w` y y w *r' w w w a 1 qtr .tr ''� w-� w � ;k . w - w '`"^`-::,� •lt ,k - w - f � ,v •r s? � - w w w w � ,V ,k .V w k w r � '; w w w w, w r• 4• w ;Y BLDG 4 Vim. •4 �,�� 3 4� � y r� 1 A V-) I # �• kr 3 1 q / € - 'a / � BLDG 3 �- •., �_ -� jl f =IT N� i 4 STANDAR® PROTECTION MEASURES FOR r r \ r' E E4STERN !WIG SNAKE ..f �s�-'P L AN EASTERN INOIGO SNAKE PROTEC770NIEDUCA77ON PLAN SHALL BE j /„ AOULTS ANO YOUNG IS SHiNY BLUISH -BLACK VOTH SOME RED OR CREAM PERSONNEL 70 FOLLOW. THE PLAN SHALL BE PROVIDED TO THE SERVICE FOR COLORING ON THE CHiN OR SLOES OF THE HEAD. THE iNOiGO SNAKE iS #g 1 l g 3' 35 s 0 E i e i GOPHER TORTOISE BURROWS ARE USEO BY MANY PREY ANIMALS THAT ARE t; s °, EASILY CAPTUREO BY THE INOIGO SNAKE iN THE BURROW. INDIGO SNAKES ALSO USE THE BURROWS AS GENS FOR COVER, ANO LAYING EGGS O7NE IAL k 'tl� 'AA1 - • `4`S tn� 4 i 3 �5 sE s. s1; OERRlS 5- s its\�1 5 1 THE DECLINE IN THE POPULATION OF INDIGOS IS AT7Ri9UTED TO HABITAT LOSS j \SSE. e� gg P OUE TO OEbELOPMENT AMO OVER-COLLEC77NG FOR THE PET TRAOE. A< 1 FRAGMEIVTA77ON OF HABiTATRESULTS' W MANY lNOiGO SNAKES KILLED BY TRAFFIC. B. INS77?UC710NS NOT TO INJURE HARM, HARASS OR KiLL THIS SPECIES, EVERY EFFORT SHOULD BE UNOERTAKEN TO AVO10 HARMING ANY SNAKE w _ ; ® � 1f �`:. hA 1' 17 5 Abaridoned; I Eagle'sCO- --19. -- \ ' Nest CO � ; { ` ' 45 LAKE F (ENVIRO FENCE TO BE INSTALLED ® 30' R;,,:. a B_ 1 �- AROUND TREE OR THE DRIP LINE OF THE KIHICHz EVtR IS GREATER, `AND MAINTAINED fi AROUND TREE THROUGHOUT CONSTRUCTION. / � • I F S~r LAKE A-2 Z ff om ff(( ,t r ! }p� F YANASSE & DAYLOR, lip FLORIDA STATE R ON ENGINEERING OCENSE 1:7859 NOTE: IDDED THIS SHEET PER COUNTY COMMENT, ADDED NEW EAGLE INFORMATION G/NEE OF RECORD The information shown on these 2EVISED PER COLLIER COUNTY Plans is subject to change, it is the recipients responsibility to JO W. MUSSER P. E. 31285 verify all information prior to ?EVISED PER COLLIER COUNTY 6 commencement of planning, engineering and/or construction. DATE.. 24" CONSERVATION AREA THE AREA BEYOND THIS SIGN r 1S PROTECTED AND LIES WITHIN S N A CONSERVATION EASEMENT DO NOT DISTURB WILDLIFE OR VEGETATION. EASTERN/NL7/GO SNAKE STANDAR® PROTECTION MEASURES FOR 1 E E4STERN !WIG SNAKE ..f �s�-'P L AN EASTERN INOIGO SNAKE PROTEC770NIEDUCA77ON PLAN SHALL BE ROY-_- 16 AOULTS ANO YOUNG IS SHiNY BLUISH -BLACK VOTH SOME RED OR CREAM PERSONNEL 70 FOLLOW. THE PLAN SHALL BE PROVIDED TO THE SERVICE FOR COLORING ON THE CHiN OR SLOES OF THE HEAD. THE iNOiGO SNAKE iS REVIEW ANO APPROVAL AT LEAST 30 GAYS PRiOR TO ANY CLEARING ACTIVITIES USUALLY FOUNO IN HIGH, ORY, WELL -GRAINED SANOY SO/LSA IN THE SAME THE EOUCA77ONAL MATERIALS FOR THE PLAN MAY CONSIST OF A COMBiNA77ON HABITAT PREFERED BY THE GOPHER TORTOISE OURiNG WARMER MONTHS INCIGO SNAKES MAY ALSO BE FOUNO IN STREAM,% SWAMPS ANO FLA TWOODS HABITATS. OF POSTERS, 140E05; PAMPHLETS, AND LECTURES (EG, AN OBSERVER TRAINED GOPHER TORTOISE BURROWS ARE USEO BY MANY PREY ANIMALS THAT ARE ti t EASILY CAPTUREO BY THE INOIGO SNAKE iN THE BURROW. INDIGO SNAKES ALSO USE THE BURROWS AS GENS FOR COVER, ANO LAYING EGGS O7NE IAL AC77VI71ES OCCUR). INFORMATIONAL SiGNS SHOULD BE POSTED 7NROUGHOUT INE OENS ARE STUMPS OF TREE$ CAVITIES IN THE SOIL, ANO UNDER PILES OF F O A OERRlS LAKE A-2 Z ff om ff(( ,t r ! }p� F YANASSE & DAYLOR, lip FLORIDA STATE R ON ENGINEERING OCENSE 1:7859 NOTE: IDDED THIS SHEET PER COUNTY COMMENT, ADDED NEW EAGLE INFORMATION G/NEE OF RECORD The information shown on these 2EVISED PER COLLIER COUNTY Plans is subject to change, it is the recipients responsibility to JO W. MUSSER P. E. 31285 verify all information prior to ?EVISED PER COLLIER COUNTY 6 commencement of planning, engineering and/or construction. DATE.. 24" CONSERVATION AREA THE AREA BEYOND THIS SIGN r 1S PROTECTED AND LIES WITHIN S N A CONSERVATION EASEMENT DO NOT DISTURB WILDLIFE OR VEGETATION. EASTERN/NL7/GO SNAKE STANDAR® PROTECTION MEASURES FOR PROTECTION/EDUCAT/ON INFORMATION E E4STERN !WIG SNAKE THE EASTERN INOIGO SNAKE IS THE LARGEST NONPOISONOUS SNAKE IN NORTH L AN EASTERN INOIGO SNAKE PROTEC770NIEDUCA77ON PLAN SHALL BE AMERICA, GROWING TO A MAXIMUM OF E7GHT FEET. THE COLOR OF BOTH DEVELOPED BY THE APPLICANT OR REQUESTOR FOR ALL CONSTRUCTION AOULTS ANO YOUNG IS SHiNY BLUISH -BLACK VOTH SOME RED OR CREAM PERSONNEL 70 FOLLOW. THE PLAN SHALL BE PROVIDED TO THE SERVICE FOR COLORING ON THE CHiN OR SLOES OF THE HEAD. THE iNOiGO SNAKE iS REVIEW ANO APPROVAL AT LEAST 30 GAYS PRiOR TO ANY CLEARING ACTIVITIES USUALLY FOUNO IN HIGH, ORY, WELL -GRAINED SANOY SO/LSA IN THE SAME THE EOUCA77ONAL MATERIALS FOR THE PLAN MAY CONSIST OF A COMBiNA77ON HABITAT PREFERED BY THE GOPHER TORTOISE OURiNG WARMER MONTHS INCIGO SNAKES MAY ALSO BE FOUNO IN STREAM,% SWAMPS ANO FLA TWOODS HABITATS. OF POSTERS, 140E05; PAMPHLETS, AND LECTURES (EG, AN OBSERVER TRAINED GOPHER TORTOISE BURROWS ARE USEO BY MANY PREY ANIMALS THAT ARE TO IOEN77FY EASTERN INOIGO SNAKES COULD USE THE PROTEC770NIEDUCA77ON PLAN TO INSTRUCT CONSTRUCTION PERSONNEL BEFORE ANY CLEARING EASILY CAPTUREO BY THE INOIGO SNAKE iN THE BURROW. INDIGO SNAKES ALSO USE THE BURROWS AS GENS FOR COVER, ANO LAYING EGGS O7NE IAL AC77VI71ES OCCUR). INFORMATIONAL SiGNS SHOULD BE POSTED 7NROUGHOUT INE OENS ARE STUMPS OF TREE$ CAVITIES IN THE SOIL, ANO UNDER PILES OF F O CONS7RUC77ON S17E ANO ALONG ANY PROPOSED ACCESS ROAO TO CONTAIN THE OERRlS FOLLOWING INFORMA770N THE DECLINE IN THE POPULATION OF INDIGOS IS AT7Ri9UTED TO HABITAT LOSS A. A CE-SCRiP77ON OF THE EASTERN INOiGO SNAKE; ITS HABITS ANO OUE TO OEbELOPMENT AMO OVER-COLLEC77NG FOR THE PET TRAOE. PR07EC7701V UNOER FEDERAL LAW; FRAGMEIVTA77ON OF HABiTATRESULTS' W MANY lNOiGO SNAKES KILLED BY TRAFFIC. B. INS77?UC710NS NOT TO INJURE HARM, HARASS OR KiLL THIS SPECIES, EVERY EFFORT SHOULD BE UNOERTAKEN TO AVO10 HARMING ANY SNAKE C. OiREC77ONS TO CEASE CLEARING AC77VI77ES ANO ALLOW THE EASTERN INOiGO OBSERVED OUR/NG THE CONS7RUC110N OF COCOHATCHEE. IF ALL SNAKES ARE SNAKE SUFF]C/ENT 77ME 70 MOVE AWAY FROM THE 97E ON iTS OWN BEFORE AVBIOED, THE GANGER OF HARMING A PROTECTED SPECIES OUE TO RESUMING CLEARING, ANO MiS-bEN77FICA77ON IS REDUCED. THE ENOANGEREO SPECIES ACT (ESA) OF 1973 MAKES IT A VIOLA77ON 70 ?HARASS, HARM, PURSUE, HUNT, SHOOT, WOUND D. TELEPHONE NUMBERS OF PER77NENT AGENCIES TO BE CONTACTED IF A OEAO KILL, CAPTURE, OR COLLECT ENOANGERED OR 7HREA7ENEO SPECIES' EASTERN INDIGO SNAKE IS ENCOUNTERED. THE OEAO SPECIMEN SHOULD BE THOROUGHLY SOAKED iN W47ER, THEN FROZEN. WOLA77ONS CAN RESULT IN FINES OF UP 7.0 $10,000 AN0/0R UP TO ONE YEAR UPLANQ PRESERVE = 4.30 ACRES C IN PRISON. IF iT APPEARS THAT THE CONSTRUC770N AC771177ES WILL CAUSE A 2 IF NOT CURRENTLY AUTHORIZED THROUGH AN iNCiOENTAL TAKE STATEMENT WOZA77ON OF THE ESA, CONSTRUC77ON MUST BE STOPPEO UN77L THE PROPER iN ASSOCiA77ON W177-1 A BIOLOGICAL OPINION; ONLY INOMOUALS WHO HAVE ACTION CAN BE OETERMINED. ANY INDIGO SNAKE ENCOUNTERED OURING THE BEEN E17HER AU774CRIZEO BY A SECTION 10(A)(1)(A) PERMIT ISSUED BY THE CONSTRUC77ON AC77WTY THAT ODES NOT LEAVE ON iTS OWN ACCORD MUST BE SERVICE, OR BY THE STATE OF FLORIOA THROUGH THE FLORIDA RSH AND REMOVED BY A QUALIFIED BIOLOGIST. WILOLiFE COIVSERVA77ON COMMISSION FOR SUCH AC77W77ES, ARE PERMITTED 70 COME INTO CONTACT W17H OR RELOCATE AN EASTERN INOIGO SNAKE: CONTACT THE FOLLOWING AGENCIES IF INOIGO SNAKES ARE OBSERVED: U.S. FiSH & WILDLIFE SERVICE - 762-561-3909 3. IF NECESSARY, E4S7ERN INDIGO SNAKES SHALL BE HELD iN C4P77VITY ONLY LONG ENOUGH TO TRANSPORT THEM 70 THE RELEASE SITE;• AT NO 77ME SHALL FLORiOA FiSH & WILDLIFE CONSERVA77ON COMMiSiON, 1-800-282-8001 TWO SNAKES BE KEPT IN THE SAME CONTAINER DURING TRANSPORTATION. 4. AN E4STERN INOiGO SNAKE MONITORING REPORT MUST BE SUBMITTED TO 77 -IE APPROPRIATE FLORiOA FIELD OFFICE WITHIN 60 DAYS OF 77 -IE CONCLUSION OF CLEARING PHASE. THE REPORT SHOULD BE SUBMITTED WHETHER OR NOT EASTERN INDIGO SNAKES ARE OBSERVED. THE REPORT SHOULD CONTAIN 77 -IE FOLLOWING iNFORMA770N.• A. ANY SIGH77NGS OF EASTERN INDIGO SNAKE$ B. SUMMARIES OF ANY RELOCA7EO SNAKES /F RELOCATION WAS APPROVED FOR 77 -IE PROJECT (E. G_, LOCA77ONS OF WHERE ANO WHEN THEY WERE FOUND ANO RELOCATED); /� �+ GOPHER TORTOISE 5 iiCIE�+ MANAGEMENT PROT0001. NO WLDUFE ONSIOEQU` ES7IBY THE0 CONSERVA03NGAT /NR1HE PERMIT S"E WeaOPdMENT CONSID04TMS AND SPECIES EW PROTOCAL All gopher tortoises will be retained on site in the designated preserve areas, shown on the attached site plon/preserve mop. Prior to commencement of work on the site fencing and containment surrounding the preserve areas will be inspected and repaired were needed. All tortoises that would be impacted 5 by construction will be relocated to preserve areas. All preserves will be ENL® EAGLE MANAGEMENT PLAN fenced using standard gopher tortoise fencing to prevent the animals escaping. The oppropdate incidental take permit from the FWC will be obtained prior to (Per revised USFWS Biological Opinion dated February 6, relocating any tortoises and both FWC and County staff will be contacted and 2007) informed prior to any relocotion efforts. in the event the bold eagles continue nesting in CO -19A, the construction Relocation methods will involve a combination of mechanical and hand digging. sequence proposed in the biological opinion issued for this project on February Al! burrows will be surveyed again prior to relocotion and oil active and inactive 171004 and as modified on July 14,1004, would be modified as follows: burrows will be excavated Where mechanical methods ore employed (digging with o small bockhoe), digging by hand will rake over during the lost few feet. 1. In the event of project implementation, the entry rood, srormwoter pond, parking area, and golf club house areas will be cleared and constructed in the Prior to clearing or construction the following activities will take place, • first non -nesting season (May 16 through September 30). Exterior construction of theolf club house would also occur in the fast non -nesting 4 season. L Temporary wire fencing will be placed around the development area to prevent tortoises from entering during clearing and construction. Fencing will Z Land clearing and the initiation of construction of condominium number 1 also ! e foot into a ground and extend at least two feet above be du or east on oo th u 9 9 would be initiated in the non-nestingseason Ma 16 through September 30 . ( Y 4 P ) the ground to prevent tortoises from digging under or climbing over. This fence However construction of this 10 -story building, which is anticiPated to take about will in and necessary r airs mad on a daffy basis during be erred o ere sot e inspected y eP Y 4 1 ears to complete, would not be limited to the non -nesting season. The staging y P 9 9 n9 construction to safeguard against tortoises entering the construction area. area for building number 1 would be at the future location of building number 3 (Figure 1). Site clearing for the staging areas would occur in the some 2. The construction area will be re -inspected prior to clearing to insure that non -nesting season. burrow status h no changed and that no new burrows hove been 0 o us os f g constructed 3. In the second non -nesting season, construction of the remaining recreation! facilities east of the access rood (i.e. fitness facility, social facility, cottages J. A# active and potentiolly active burrows will be 'scoped' with o Gopher and tennis areas) would be initiated and exterior construction completed. These Com' the Sony Watch Com, FDM 402A. This instrument consists of o long facilities ore intended to be operational upon completion of the 2 yeor construction flexble hose with o comera at one end which is carefully probed phases for condominium number 1. burr A o gives o picture of the burrow as the hose ow. video screen attached g asses down. This allows not only the condition of the burrow to be S P y 4. Land clearing and the initiation of construction of condominium number 2 Gke/y in n residents viewed. if a visual determination cannot be ascertained but o es dents to be Y would begin in the next non -nesting season, depending on economic conditions. as if o tortoise or commensal mode with the scope the burrow will be treatedo oPThe pod for condominium number 3 would again serve as the staging area for h w will du away to within is resent. Using o small backhoe the burro be o P 9 4 Y condominium number 1. The permittee agrees the construction sequence for the x' h f f i Th remainder of the burrow will be 0 0 ,mote/ three set o the tortoise. e Pr P Y remainingcondominiums would be buildings 3 4 and 5 with the start of 9 scraped away with o hood shovel and the tortoise gentlyremoved and construction of these condominiums initiated on in the non -nesting season s h 9 l) transported by hand or buckets into the appropriate preserve area. (Figure 1). The construction start dates of these condominiums likely would be in 4. All equipment operators on the site will be fully briefed on the proper consecutive non -nesting seasons, but could be delayed based on the economy. - handling techniques to safeguard the tortoises. Any tortoises observed by the o caught and held in an o ro ote holding area equipmentporizes will be g PP Pr 4 5. The boardwalk connecting condominium numbers 4 and 5 inside 660' of n D h authorized n contacted. The biologist will identify the u t the out or zed biolo ist co be co 0 09 Y 9 CO -19A would only be constructed in the uplands in the non -nesting season after these two u ni s f ore completed and of the revised location as shown. h tortoise (7f possible) and transport it into the appropriate preserve. If the P v relocated, the reserve fencing will be tortoise is one that hod been previously reloc c P P y 9 diligently inspected to determine how the tortoise escoped from the . to h event h bald eagle air returns to CO -19 or builds other nests on 6 the the g p preserve. property owned by Lodge Abbott Associates, LLC, the permittee agrees to similoriy 5. Post construction and long-term mointaintence measures are approved mod;y the construction sequence on the remaining buildings to minimizethe adverse effects of the project on Wasting bold eagles. under the Kinsale Golf Course SDP (AR -5281). 5 5. Gopher tortoises will be relocated from each phase of development after 7. The permittee has proposed to preserve on off-site bold eagle nesting territory as compensation for unavoidable effects to eagle nest CO -19A. Securing o territory approval of that phase. may be in the form of fee simple title or a conservation easement to be gronted 4 Max. to an acceptable third party. The territory must include sufficient area to alternate nest trees in the event that the ma nest tree is lost. accommodatepn ry The permittee will use best efforts to locate and secure o territory in Collier County, but reserves the right to search elsewhere if on acceptable contract cannot be secured in Collier County. NOTES: 1. Signs shall be placed no closer than 10 feet from residential property lines. 2. Maximum sign spacing shall be 300 feet. 0 GOPHER CONTAINMENT FENCE SHOULD BE LOCATED JUST INSIDE OF PRESERVE BOUNDARY AND SHALL START AT PRESERVE UNE TORTOISE TEMPORARY CONTAINMENT FENCING CHICKEN WIRE FENCE WITH MAXIMUM I" MESH BURIED APPROXIMATELY 12" AND ANGLED INTO THE PRESERVE SO TORTOISES DON'T CLIMB OUT. FENCE SUPPORTS SHOULD BE AT LEAST 2'x2' STAKES. N. TS. PRESERVE BOUNDARY SUPPLEMENTAL PLANTINGS WITHIN PRESERVE - DEVELOPMENT THE PRESERVE MAY INCLUDE. 12 GOPHER APPLE PRICKLY PEAR TORTOISE Ma[l�TAIL BLACKBERRIES SCRUB OAK ROSEMARY NOTE. • INFORMATION FOR THIS PLAN IS FROM SURVEY AND GOPHER TORTOISE MANAGEMENT PLAN BY TURRELL & ASSOCIATES. NOTE. THE COCOHATCHEE BAY PUD PRESERVE AREA MANAGEMENT PLAN HAS BEEN APPROVED UNDER THE KINSALE GOLF COURSE SDP (AR -5282). LEGEND: A AREAS WEST OF THE M. H. W. L. w WETLAND AREAS - 266.77 ACRES w w (RETAINED OUTSIDE C.C.C.E.) (5.57 AC) C.C.C.E. AREAS EAST OF THE M.H. W. L. = 84.77 ACRES (10094) Urban Planning Traffic Engineering landscape Architecture Environmental ScienceCocohatche PRPdEFR: nutherA Ld ts Da arlor Civil Engineering FL 366 12130 New Brittany Boulevard, Suite 600 800 Laurel Oak Drive, Suite 300 Naples, Florida 34108 Fon Myers, 1`133901 DENOTES LIMITS WHERE CUTTING OF T s v 239.431.4601 F 239.431.4636 (239) 566-2800 AREA = 55.40 ACRES (65.4%')* admin@yANOAy.com w randay.com WITHIN THE C.C.C.E. PRESERVES LEGEND: A AREAS WEST OF THE M. H. W. L. w WETLAND AREAS - 266.77 ACRES w w (RETAINED OUTSIDE C.C.C.E.) (5.57 AC) © DENOTES PROPOSED LOCA77ON FOR A PRESERVE AREA SIGN UPLAND/STRUCTURAL BUFFER AREAS r WITHIN THE C.C.C.E. 1 V AREA = 3.68 ACRES (4.390) *PERCENTAGE BREAKDOWNS APPLY ONLY TO C.C.GEE, AREAS EAST OF THE M.H.W,L. ALL AREAS WEST OF THE M.H.W.L ARE OPEN WATER OR WETLAND AREAS NOTE.• FOR GOPHER TORTOISE BURROW LOCATION DATA, QSEE SURVEY BY TURRELL AND ASSOCATES. 7 PMSE SDP PRWECT NAME SDP NO. SDP STATUS PHASE G. C. KINSALE GOLF COURSE SDP -AR -5282 AMENDMENT PENDING PHASE 1 KINSALE CONDOMINIUM - PHASE SDP -AR -5283 SDP PENDING PHASE 2 KINSALE CONDOMINIUM - PHASES 11 - VI SDP -AR -5284 SDP PENDING SCAM: 1- = 100' DRAS►N: JN` 10-05-07 ACRD NO: 80447-GT09 CINCK0. JAW 10-05-07 PROJECT No: 80447 APPROVED: JRU 10-05-07 Sheet No. Ai of Z, C.C.C.E. AREAS EAST OF THE M.H. W. L. = 84.77 ACRES (10094) i i i i i UPLAND AREAS (RETAINED OUTSIDE C.C.C.E.) (1.46 AC) DENOTES LIMITS WHERE CUTTING OF WETLAND PRESERVE WITHIN C. C. C. E. ®' a ®� ®s OVERSTORY & TRIMMING IS PERMIITTED AREA = 55.40 ACRES (65.4%')* WITHIN THE C.C.C.E. PRESERVES w w (SEE NOTE 6 REGARDING TRIMMING) WATER UPLAND PRESERVE AND GOPHER TORTOISE - - , PRESERVE (G.T,P.) WITHIN C.C.C.E. AREA = 24.74 ACRES (29.2X) UPLANQ PRESERVE = 4.30 ACRES G. T. P. = 20.44 ACRES - `': LITTORAL SHELF CREATED WETLAND PRESERVE WITHIN •Y w '! Y THE C. C. C. E. AREA = 0.95 ACRES (1.190)* © DENOTES PROPOSED LOCA77ON FOR A PRESERVE AREA SIGN UPLAND/STRUCTURAL BUFFER AREAS r WITHIN THE C.C.C.E. 1 V AREA = 3.68 ACRES (4.390) *PERCENTAGE BREAKDOWNS APPLY ONLY TO C.C.GEE, AREAS EAST OF THE M.H.W,L. ALL AREAS WEST OF THE M.H.W.L ARE OPEN WATER OR WETLAND AREAS NOTE.• FOR GOPHER TORTOISE BURROW LOCATION DATA, QSEE SURVEY BY TURRELL AND ASSOCATES. 7 PMSE SDP PRWECT NAME SDP NO. SDP STATUS PHASE G. C. KINSALE GOLF COURSE SDP -AR -5282 AMENDMENT PENDING PHASE 1 KINSALE CONDOMINIUM - PHASE SDP -AR -5283 SDP PENDING PHASE 2 KINSALE CONDOMINIUM - PHASES 11 - VI SDP -AR -5284 SDP PENDING SCAM: 1- = 100' DRAS►N: JN` 10-05-07 ACRD NO: 80447-GT09 CINCK0. JAW 10-05-07 PROJECT No: 80447 APPROVED: JRU 10-05-07 Sheet No. Ai of Z, . . �t` . - --.---m----- . . I "I - e' . A., "" - I � . ,. �' . . . , . - _. "N"Not7 '. / ',/ �'. I " . /' / '/ , 0-worawc 00010' 4ml- .� .. ... ... ,.. / " / z . '... '. , ... p " / .. . '.. j� I I . I ' . ... ,. / "I " . I . " - . 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L,4KE E3-1 :\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-IRR09:dwg, 211212008 11:54:10 AM, PIT-TRF-G.pc3 is r � OR R x - .. a I F f : N ,j Y' r A W' +i :\projects\804\80447\SDP\Phase_Two-thru-Six\9th_Sub\80447-IRR09:dwg, 211212008 11:54:10 AM, PIT-TRF-G.pc3 Sheet NoZzof C. is y' � Sheet NoZzof C. 12' MAIN SUPPLY, LATERAL AND TUBING OR WIRING 1=1,1 - TUBING OR I LATERAL WIRING \ J" MAIN LINE 10' X 4' DEEP SECURE TO BUILDING WALL NOT TO SCALE OI WALL MOUNT IRRIGATION CONTROLLER WITH 30' SO TUB ROTOR INTERNAL 3 -WIRE STEP DOWN TRANSFORMER AND LIFT PUMP TO DELIVER 180 GPM AT i0 PSL 120VAC OIRRIGATION LOCKING CABINET tJ2 1.5" PVC SCH. 40 CONDUIT AND FITTINGS �d > NOTE: INSTALL SPRINKLER ELECTRIC IRRIGATION CONTROLLER PEDESTAL MOUNT, METAL CABINET WITH RAINSWITCH. OWIRES TO REMOTE CONTROL VALVES - 24 VOLT 0 30' SECONDARY CIRCUIT w d l�4 JUNCTION BOX J (p O1" PVC SCH. 40 CONDUIT TO POWER SUPPLY 30' 3roO TURF ROTOR 120 VOLT, 1 AMP. 3 WIRE PRIMARY CIRCUIT FROM SCRUBBER VALVE WITH PRESSURE REGULATING DEVICE, BALL VALVE DEDICATED BREAKER IN ELEC. PANEL PER CODES, PLACE FILTER IN INDIVIDUAL RECTANGULAR VALVE BOX FOR SERVICE. BY ELECTRICAL CONTRACTOR. ELECTRIC VALVE INDICATOR, SHOWS VALVE LOCATION, STATION NUMBER, SIZE, OPRL7VIITE IdINI-CLICK RAIN SWITCH WALL MOUNTED CONTROLLER NOT TO SCALE )NTROL WINS IN BOX 'ROOF CONNECTION DARD VALVE BOX RADE CONTROL VALVE: rED ON PLAN ON IF NECESSARY INLINE PIPE )EPTH TERAL PIPE 12' MIN. DEPTH REMOTE CONTROL VALVE NOT TO SCALE SHRUB NOZZLE AS SPECIFIED EFER TO IRRIGATION PLAN AND KEY 44RU5 NOZZLE ADAPTER 2' SCHAO PVC, PAINT ALL FLAT BLACK NGLE IRON REINFORCEMENT XTEND 12' ABOVE FINISHED GRADE YLON ZIP -STRIP FASTENERS WISHED GRADE iCt 1. 40 PVC TEE FITTING CL. 200 PVC LATERAL REFER TO PLAN FOR LINE SIZE NOT TO SCALE CONGEFTUAL IRRIGATION NOTE S REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18' OF COVER. ALL LATERAL PIPING SMALL BE BURIED TO A MINIMUM DEPTH OF 12' OF COVER. 3) ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING A FLEXIBLE JOINT CONNECTION TO THE LATERAL LINE PIPING. 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES t WALLS. 5) THROTTLE ALL IRRIGATION CONTROL VALVES AS REQUIRED TO PREVENT FOGGING. 6) ALL RISERS SHALL BE PAINTED FLAT BLACK 1) ALL RISERS SHALL BE STAKED WITH ANGLE IRON SUPPORT AND CONNECTORS AT TWO LOCATIONS ON THE RISER. PAINT ALL FLAT BLACK 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN CONTROL VALVE BOXES USING KING 'ONE STEP' CONNECTORS AND SEALANT WITH WIRE NUTS. 9) THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (VELUM OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR VELUM OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. 10) ALL CONTROL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. 11) SOME PIPE LINES ARE DRAWN OFF SET IN ROADWAYS AND SIDEWALKS FOR CLARITY. INSTALL ALL IRRIGATION LINES NOT SHOWN IN SLEEVES IN LANDSCAPE AREAS. 12) ALL RISERS SHALL BE INSTALLED 18' FROM ANY WALL AND A MINIMUM OF 12' FROM ANY SIDEWALK, PATIO OR ROAD. 13) THE EXACT HEIGHT OF RISERS SHALL BE SET BY THE MATURE HEIGHT OF THE PLANTING AND AS APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SMALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 16) ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A JUNCTION BOX AT THE EQUIPMENT LOCATION. (BY OTHERS. NOT A PART OF THIS CONTRACT) 11) IRRIGATION WATER CONNECTIONS AND SYSTEM CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL CODES. 18) SIZE ALL IRRIGATION LATERAL LINES AT VELOCITIES LESS THAN 5 FEET PER SECOND. 1/2'-6 GPM, 3/4'-9 GPM, I'-16 GPM, 1.5'-35 GPM, 2'-55 GPM, 2.5'-80 GPM. IRRIGATION DEEP WELL TO DELIVER 60 GFTI AT 60 PSI, PER LOCAL CODES. ROTOR HEADS 35'/25' ROTOR HEAD - HUNTER PGP SERIES. MOUNT ON FLEXIBLE PVC CONNECTIONS (RECOMMENDED) CONTRACTOR MAY INSTALL PIPE TO SIDE INLET SPRAY SPRINKLER BODY IS' OF FLEXABLE PVC PIPE AND THREADED FITTING TERAL PIPE LATERAL TEE NOT TO SCALE 3:0,projea$\8040,80447\SDP\Phase-jwo4ru-Stx\9th_Sub\50447-IRR09.dwg, 2/6/2008 4:20:40 PM, PLT-TRF-G.pc9 CONCEPTUAL 30' SO TUB ROTOR —PROVIDE NOZZLE PER PLAN LIFT PUMP TO DELIVER 180 GPM AT i0 PSL 120VAC OIRRIGATION 10AMP ELECTRIC CIRCUIT REQUIRED. PROVIDE CONCRETE PAD, 8 30' 180 TUi;;U= ROTOR NOTE: INSTALL SPRINKLER ELECTRIC IRRIGATION CONTROLLER PEDESTAL MOUNT, METAL CABINET WITH RAINSWITCH. AT FINISHED GRADE IN TUB. 0 30' 210 TURF ROTOR ate: ABOVE MULCH IN BEDS. ELECTRIC IRRIGATION VALVE. PLASTIC BODY WITH FLOW CONTROL MOUNTED IN 15' PLASTIC VALVE BOX. APPROVED SACKFILL rl 30' 3roO TURF ROTOR CONTRACTOR MAY INSTALL PIPE TO SIDE INLET SPRAY SPRINKLER BODY IS' OF FLEXABLE PVC PIPE AND THREADED FITTING TERAL PIPE LATERAL TEE NOT TO SCALE 3:0,projea$\8040,80447\SDP\Phase-jwo4ru-Stx\9th_Sub\50447-IRR09.dwg, 2/6/2008 4:20:40 PM, PLT-TRF-G.pc9 SPRAY HEADS (RECOi'11" TENDED) RAINBIRD IWO SERIES BODIES, OR EQUAL. USE MATCHED PRECIPITATION RATE NOZZLES USE FLEXIBLE PVC PIPE CONNECTIONS TYPICAL SPRAY HEAD 5ODY NOTE: IRRIGATION SHALL BE DESIGNED TO PROVIDE MATCHED PRECIPITATION RATES FOR ALL HEADS WITHIN A ZONE. ZONES SHALL BE LOCATED ACCORDING TO WATERING REQUIREMENTS I=OR LANDSCAPE AREAS - TURI= AND SHRUSS ON SEPARATE ZONES. CONCEPTUAL IRRIGATION LEGEND LIFT PUMP TO DELIVER 180 GPM AT i0 PSL 120VAC OIRRIGATION 10AMP ELECTRIC CIRCUIT REQUIRED. PROVIDE CONCRETE PAD, FENCE ENCLOSUER SCREENED INTAKE AND LAKE LEVEL SENSOR CONTROLS. RS [—C] ELECTRIC IRRIGATION CONTROLLER PEDESTAL MOUNT, METAL CABINET WITH RAINSWITCH. 120VAC SINGLE PHASE ELECTRIC POWER BY OTHERS. RAINBIRD ESP + MINI -CLICK RAIN SWITCH, OR EQUAL AN ELECTRIC IRRIGATION VALVE. PLASTIC BODY WITH FLOW CONTROL MOUNTED IN 15' PLASTIC VALVE BOX. RAIN51RD FGA SERIES, OR EQUAL. ',7 DRIP IRRIGATION CONTROL VALVE ASSEMBLY. PROVIDE RAIN51RD SCRUBBER VALVE WITH PRESSURE REGULATING DEVICE, BALL VALVE ISOLATION VALVE AND VU -FLOW IN LINE WATER FILTER OR EQUAL. PLACE FILTER IN INDIVIDUAL RECTANGULAR VALVE BOX FOR SERVICE. A D4 ELECTRIC VALVE INDICATOR, SHOWS VALVE LOCATION, STATION NUMBER, SIZE, 3b GF'M 15' AND ZONE GPM VOLUME. V BRONZE QUICK COUPLER VALVE IN VALVE BOX. MOUNT ON O-RING TYPE SWING JOINT. MOUNT IN 15' RECTANGULAR VALVE BOX. PROVIDE ONE 55K -I QCV KEY PER FOUR QUICK COUPLER VALVES. RAIN51RD 5RC SERIES, OR EQUAL. ISOLATION VALVE. PROVIDED 15- VALVE BOX WITH EXTENSIONS. 2.5' AND SMALLER - BRONZE THREAD ON TYPE WITH WHEEL HANDLE. PVC MAINLINE PIPE. CLASS 200, PVC. SIZE SOLVENT WELD PIPE AND PVC SOLVENT WELD FITTINGS. PVC LATERAL PIPE. CLASS 200, SOLVENT WELD, PVC. SIZE SIZE LATERAL PIPE AT VELOCITIES OF 5 FEET PER SECOND OR LESS. PVC SLEEVE PIPE, SCH. 40 PVC, SOLVENT WELD PIPE_ SIZE SLV. .'3 GPM X 12' SPACING DRIP EMITTER TUBING. MANIFOLD AT ENDS OF PLANTING FROM VALVE AND BETWEEN PLANTINGS USE PVC LATERAL LINE PIPE. PROVIDE 6' SOIL STAPLES EVERY 36', i GPH FLUSH VALVES AT ENDS OF HEADERS, AND AIR/VACUUM RELIEF VALVES AT HIGH POINTS. NETAFIM AG GRADE BLACK TECHLINE TUBING WITH TREFLAN, OR EQUAL. SPRAY HEADS (RECOi'11" TENDED) RAINBIRD IWO SERIES BODIES, OR EQUAL. USE MATCHED PRECIPITATION RATE NOZZLES USE FLEXIBLE PVC PIPE CONNECTIONS TYPICAL SPRAY HEAD 5ODY NOTE: IRRIGATION SHALL BE DESIGNED TO PROVIDE MATCHED PRECIPITATION RATES FOR ALL HEADS WITHIN A ZONE. 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(,j ,-v.,,, p -*a 0 c cd I -%. k OM% to --. tv U ft a1z C -Z 0% ;> R -it PRomff No.. 80447 WAD NO. - — Sheet No. 1 of 1 I FLUCCS LEGEND CODE — DESCRIPTION 321 FALMOTO PRAIRIE 411 PINE FLA TWOODS 416 SCRUBBY PINE FLATWOODS 421 SCRUB OAK 424 MELALEUCA 427 LIVE OAK HAMMOCK 429 WILLOW MARSH / CATFAIL MARSH 540 OPEN WA TER 612 MANGROVE FOREST 617 — MIXED WERAND HARDWOODS 621 CYPRESS 624 CYPRESS / PINE 625 HYDRIC PINE FLATWOODS 641 FRESHWATER MARSH 642 SILT MARSH 643 1 WET PRAIRIE . 742 BORROW PIT PIP I :ii RI I :�; - 14 4 � r-_ r-_ r*I. 0 3 Ii Q, Q, (ZI aM.0 �� 0 2 1 1 1 i4 - . t) - 2 U-) 'O a Q) Q) 0 Q) I I I 0 4 1 F.2, I I In I-) Q� Q) 43 3 E:5 Z � 11 IS z 0 -,, 3 j � �,- , = I 0 0 9 R a :F F% 5 0 1 E re a .. p ZI � I " I 0 . J�jo-g � 51 � g -am� R N I 11 � co " 111:;� C -i Qc) C:) %- i2: w LIN) CN (D CDI� z Q:3 CIE: (/� 0 Q�I 1174- Q�I COL n . -j LE -Z (D (1) -111- . - z lvft. --3 �:: U) �9- Q� op Q:3 5. 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U ,a) A PORTION OF SECTIONS 6,16,17 AND 26, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCE_ 1 THE SOUTHERLY 546 FEET OF A TRACT Or LAND LYING IN SEC77ON 8, TOWNSHIP 45 SOUTH, RANGE 25 EAST. COLLIER COUNTY, FLORIDA, SAID TRACTBEING DESCRIBED AS: BEGINNING AT TTE SOUTHEAST CORNER OF GOVERNMENT LOT 4, SAID SECTON 8, RUN S.8824'40"W (SHOWN IN ERRCR AS S.B876'40"W. IN O.R. BOOK 68 PACE 235: O.R. BOOK 87, PAGF 439 THROUGH 447. O.R. BOOK 167, PAGE 692; O.R. BOCK 218, PAGE 484; HEREINAFTER CITED AS OFFICIAL RECORDS), ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 4 AND THE WESTERLY PROLONGATON OF SAID SOUTH LIN£, FOR 776.71 FEET, TO AN WIFRSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 87, PAGfS 439 THROUGH 447 (`URVEYOR'S NOTE: ALTHOUGH O.R. BOOR 187, PACE 692 AND O.R. BOOK 218, FACE 484 INDICATE THAT THE AGREED BOUNDARY LINE IS FOUND IN Q.R. BOOK 68, PAGE 235, THE BEVJ4GS AND DISTANCES ARE IN EFFECT THOSE RECITED IN 4 LATER EXCHANGE OF QUIT CLAIM DEEDS O.R, BOOK 87, PAGES 439 THROUGH 447), OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.2911'40"W, ALONG SAID AGREED BOUNDARY LINE, FOR 300 FEET; THENCE RUN N.370'00'W., ALONG SAID AGREED BOUNDARY LINE, FOR 961.43 FEET (SHOWN IN ERROR AS 961.30 FEET IN THE OFFICIAL RECOR)S); THENCE RUN N.673Q'00"W ALONG SAID AGREED BOUNDARY LINE, FOR !397.99 FEET (SHOWN IN ERROR AS 1397.01 FEET IN THE OFFICIAL RTCOROS); THENCE RUN N.2231'00"Yv., (SHOWN IN ERROR AS N.22 J0'OO'W IN THE OFFICIAL RECORDS), ALONG SAID AGREED BOUNDARY LINE, FOR 444.72 FEET; THENCE RUN NORTH, ALONG SAID AGREED BOLNDARY LINE, FOR 99.92 FEET. TO AN 16TERSEC71ON WITH THE WFSTERLY PROLONGATION OF THE NORTH LINE OF GOVERNMENT LOT 3, SAID SECTION 8; THENCE RUN NO -08'53"E. (SHOWY! IN ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.$2 FEET; THENCE S.5900'00'E„ FOR 815.68 FEET, TO AN INTERSECTION WITH SAID WESTERLY PROLONGATION OF THE NORTH LINE Or SAID GOVERNMENT LOT 3,' THENCE RLN N.89 -12'20"E., ALONG SAID WESTERLY PROLONGATION AND ALONG THE NORTH LINE OF SAID GOVERNMENT LOT J. FOR 1907,82 FEET, TO THE NOPTHEAST CORNER OF SAO GOVFRNMFNT I OT 3. THFNCF RUN S.CO'23'10"F.. Al ONG THF FAST IINF OF SAID GOVFRNMFNT LOT 3 AND SAID GOWRNWAIT LOT 4, FOR 2714.30 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. A AL FA BA Yiete KINSALE CONDOMINIUM] -PHASE (COCOHA TCHEE BAY P. U. D. - ORDINANCE #20190 88) PARCEL 5 la THE NORTHWEST 114 OF SECTION 16 IN TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCFPTNC THEREFROM THE RIGH T- OT. -WAY FOR STATE ROADS 5-865A (ALSO KNOWN AS VANDERBIL T DRIVE) AND 5-8658 (ALSO KNOWN AS WIGGINS PASS ROAD). PARCEL s THAT PORT OF THE NORTHERLY ONE-FIFTH (BE'NG MORE PAR71CULARL Y DESCRIBED BY ACCURA TE SURVEY AS THE NORTH 268.54 FEET) OF THE NORTH 112 OF THE NORTHEAST 1/4 OFSEC 77ON 16, TOWNSf'IP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT -DF -WAY OF U.S. HIGHWAY 41 (ALSO KN7WN AS TAMIAMI TRAIL). (THIS PHASE) THE EAST 7/2 Or THE NORTHEAST 114 OF SECTION 17 TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNT'S FLORIDA, EXCEPTING THEREFROM THE SOUTHEAST 114 OF THE SOUTHEAST I/d OF THE NORTHEAST 1/4 AND EXCEPTING THEREFROM NE RIGHT-OF-WAY OF STATE ROAD S -465A (VANDERBIL T DRIVE'). PLUS ANY LAND ADDED THERETO BY ACCRETION OR REUCTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR t -RASION. BEGINNING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER GOUNTr, FLORIDA, RUN N.69'5420"W, ALONG 4IE SOUTH UNE OF SAID SECTION 17, FIR 2839.52 FEET TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGE 235 THROUGH 250 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NOt'30'05 E, ALONC SAID AGREED BOUNDARY LINE, FOR 1298.70 FEET (SHOWN IN ERROR AS 1300.00 FEET, IN O.R. BOOK 68, PAGE 235 AND O.R. BOOK 167, PAGE 642 HEPEINAFTER CITED AS OFFICIAL RECORDS); THENCE RUN N.3D100'OO'E, ALONG SAID AGREED BOUNDARY LINE, FOR 800 FEET. • THENCE RUN N.05170'00'W., ALONG SAID AGREED BOUNDARY LINE, FOR 1480 FEET THENCE RUN M2971'40"W„ ALONG SAO AGREED BOUNDARY LINE, FOR 1957.47 FEET. TO AN INIERSFCBON WITH THE WESTERLY PROLONGAITON OF THE NORTH LINE OF SAID SECTION 17; THF?JCr RUN N.8824'40 F. (SHOWN IN ERROR 4S N.88 -26'40',E, IN THE OFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.57 FEET TO THE NORTHEAST CORNER OF SAID SECTION 17; THENCE RUN &0'27'30'E.. ALONG THE L=AST LINE OF SAID SECTION 17, FOR 2690.04 FEET (SHOWN IN ERROR AS 2689.:5 FEET IN THE OFFICIAL RECORDS), TO THE EAST QUARTER CORNER; THENCE RJN 5.026'00'E. (SITOWII IN ERROR A5 5076'OO'W, IN THE OFFICIAL RECORDS), ALONG THE EAST LIN[ OF SAID SECTION 17, FOR 2584.65 FEET TO THE POINT OF BEGIINING. EXCEPTING THEREFROM (1) THE EAST 112 OF THE NORTHEAST I/4, (2) THE NORTHEAST 114 OF THE SOUTHEAST 114, (3) THE NORTHEAST 114 OF THE SOUTHEAST 1A OF THE SOUTHEAST 1/4, ALL IN SAID SEC77ON 17; AND EXCEPTING HE RIGHT-OF-WAY FOR STATE ROAD S -865A (VANDERBILT DRIVE), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF THE SOUTHEAST 1/4 OF SECTION 17, TOHTISHIP 48 SOUTH, RANGE 25 EAST DESCRIBED AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF SECTION 17, RUN S.8953'78'W. FOR 50 FEET, TO THE POINT OF BEGINNING; THENCE RUN S.89'53'18'W., FOR 186.65 FEET TO A POINT ON BULKHEAD LINE AS SHOYN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC PECORDS of COLLIER COUNTY, FLORIDA: THENCE RUN S.4171'03"W. FOR 133.10 FEET, ALONG SAID BULKHEAD LINE, THE RUN S DiD6'42"E., FOR !2O FEET, THENCE RUN N.8953'1$"F. FQR 275.72 FEET, TQ A POINT ON THE WEST RIGHT--QF--WAY LINE OF STATE ROA.) S-- 60A (VANDERBIL T DRIVE). THENCE RUN N.0 26'OO'W., FOR 220 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RCLICr-ON, AND LE33 AND I'xCCrr ANY LANG L o3r rHcmErmom ar suahoEmoc"CC OR nwmoN. PARCEL 9 THAT PORTION OF THE NORTHEAST 114 OF THE SOUTHEAST 114 OF SECTION 17, TOWY'SHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: FROM A POINT OF BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST '/4 OF THE SOUTHEAST 114 OF SAID SECTION 17, RUN N.8940'55"E., FOR 560.24 FEET, ALONG THE NORTH LINE OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF SAID SECTION 17; TO A PONT ON THE BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCr RUN N.076'DO"W., FOR 100 FEET. ALONG SAID BULKHEAD LINE; -THENCE RUN S.8940'55'W., FOR 560,23 FEET, ALONG SAID BULKHEAD LINE, TO A POINT ON THE WEST LINE OF THE NpRTHL 114 OF THE SOUTHEAST 1/4 OF SAID SECTION 17; THENCE RUN S.0 -2541"E. FOR 100.00 FEEI. TO THE POIN T OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL TO BEGINVING AT TIE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNrY, FLORIDA, RUN N.8952'20"W, ALONG THF SOUTH LINE OF SAID SECTION 20, FOR 205.3.75 FEET; THENCE RUN N.00'14'00"W. FOR 1698.91 FEET; THENCE RUN N.544752"W., FOR 398..;2 FEET TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PACES 235 THROUGH 250, Dr THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.7917'1C"r., ALONG SAID AGREED BOUNDARY LINE, FOR 69.60 FEET;• THENCE RUN N.02'59'30'W. ALONG SAID AGREED BOUNDARY LINE FOR 1417.65 FEET (SHOW IN ERROR A5 1475.01 FEET IN O.R_ BOOK 68, PAGE 235); THENCE RUN N.277520'W, ALONG SAID AGREED BOUNDARr LINE FOR 705.31 FEET; THENCE RUN 9.1844'30'W., ALONG SAID 4GREED BOUNDARY LINE FOR 867.03 FE -T. THENCE RUN N.05J7'5O'W, ALONG 7,AIV AGREED BOUNDARY LINE FOR 393.34 FEET TO AN IN 1ERSECTON WITH THE NORTH LINE OF SEC77ON 20; THENCE RUN S.89'54'20 -E., ALONG SAID NORTH LINE FOR 2839.52 FEET. TO THE NORTHEAST CORNER OF SAID SECTION 20, THENCE RUN 5.02'12'00 E., ALONG THE EAST LINE OF SAID SECTION 20, FOR 5273.90 FEET (SHOWN IN ERROR AS 527Z24 FEET IN O.R. BOOK 68, PAGE 235) TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THERFFROI44 BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE RIGHTS-OF-WAY OF STATE ROADS S-865 A (ALSO KNOWN AS VANDERBILT DRIVEL AND 5-846 (ALSO KNOW AS BLUEBILL AVENUE). AND LESS AND EXCEPT THE FOLLOMNG DESCRIBED REAL PROPERTY, ALL CF WGGINS PASS LANDINGS UNIT NO, I ADD17iON. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10. AT PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND ALL OF wGGErIS PASS LANDINGS UNIT N0.1 ACCORDING TO THE PLAT THEREOF RECORDED IN DLAT BOOK 10, AT. PACE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTCULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT' 4 OF SAID WIGONS PASS LANDINGS U.VIT NO.I ADDITION; THENCE: N. 89'52'20'W, ALONG THE SOUTHERLY LINE OF SAID LOT 4, A DISTANCE OF 599.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, THE SAME BEING THE SOUTHEAST CORNER OF LOT 10, BLOCK I OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.595220'W., ALONG THE SOUTHERLY LINE OF SAID WAGONS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1400.65 FEET 70 THE SOUTHWEST CORNER OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.00'WOO'W., ALONG THE WESTERLY LINE OF SAID WPGGINS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1608.90 FEET, • THENCE N.3426'15'E., ALONG SAID WESTERLY LINE, A DISTANCE OF 439.38 FEET TO A POINT ON 777E NORTHERLY LINE OF SAID WGGINS PASS LANDINGS UNIT NO.1; 7HENCr N.87'48'00"E- ALONG SAID NORTHERLY LINE A DISTANCE OF 1481.48 FEET TO THE NORTH. -AST CORNER OF LOT J. BLOCK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1, THENCE 5,0212'00'E. A DISTANCE OF 153.77 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF SAID HIGGINS PASS LANDINGS UNIT NOA; THEIICC N.87'48'00'E A DISTANCE OF 200.0 FEET TO THE NORTHEAST CORNER OF SAID LO 1; THENCE S.0272'00"E ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO3, A 013TANCE OF 668.16 FEET TO THE SOUTHEAST CORNER OF LO_. !, BLOCK 1 OF SAID WIGGINS PASS LAVDINGS UNIT NO.I, THE SAME BEING THE NORTHEAST CORNER OF LOT 1 OF SAID WIGGINS PASS LANDINGS UNIT NOA ADDITION. THENCE 5.42'12'00"E ALONG THE EASTERLY LINE OF SAID MGGINS FASS LANDINGS UNIT NO.1 ADDITION, A C'ISTANCE OF 1209.93 FEET TO THE POINT CIF BEGINNING, PARCEL CONTAINS 88.56 ACRES MORE OR LESS {BEARI,VGS REFER TO WIGGINS PASS LANDINGS UNIT NO -I ADDITION, ACCORDING TO THC PLAT THEREOF RECORDED 1N PLAT BOOK 10, PAGE 81 OF 7HE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA), PLUS ANY LAND ADDED THERETO BY ACCRETION OR RIFUCTION, AND LESS AND EXCEPT ANY LAND LOST iHFREFROM BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPERTY- A PORTION OF LAND LOCATED IN THE EAST 112 OF SECTION 20, TOWNSHIP 48 SOUTH RANGE 25 EAST OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 10, THENCE N.0272'00"W., ALONG THE EASTERLY LINE OF SAID SOUTHEAST 1/4 A DISTANCE OF 1570.20 FEET THENCE S.8748'00'W., A DISTANCE OF 50.00 FEET TO A POINT ON THE AFSTERLY R(GW-OF-WAY LINE- OF VANDERBIL T DRI VE. A 100.00 FOOT RIGH T- OF- WA Y AND THE NORTHEAST CORYER OF LO T 1 BLOCK 3, WIGGINS PASS LANDINGS: UNIT NO.1, ACCORDING TO THE PLAT THEREOF RTCORDFD IN PLAT BOOK 10, AT. PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE SAME BEING TETE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE S.87'48a0"W. A DISTANCE OF 200.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE N.02'12'00'W. A DISTANCE OF 163.77 FEET TO THE- NORTHEAST CORNER OF LOT 3 BLxx 3, OF SAID MOONS PASS LANDINGS UNIT 1; THENCE S.6748'00'W ALONG THE NORTHERLY LINE OF SAID YNGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF' 1481.46 FEET,• THENCE S.3426'15"W. ALONG THE NOR IHAESTERL Y LINE OF SAID UGGENS PASS LANDINGS, UNIT NO.1, A DISTANCE CF 439.48 FEET TO THE NORTHEA57FRLY CORNER OF TRACT B. BAKER-CARROLL POINT. ACCORDING TO THE PLAT -HEREOF RECORDED IN PLAT BOOK 8, PAGE 42, Or THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.544752"W., ALOAIG THE NORTHERLY UNE OF SAID BAKED-CARROL POINT. A DISTANCE OF 399.32 FEET, TO AN ENTERSEC71ON WITH AN AGREED BOUNDARr LINE AS RECOR)EO IN OFFICIAL RECORDS BOOK 68, AT PAGES 235 THROUGH 250. OF THE PUBLIC RECORDS Or COLLIER COUNTY, FLORIDA; THENCE N.7977'10'E., ALONG SAID AGREED MUNDARY LINE, A DISTANCE OF 69.60 FEET; THENCE N.G2759'30'W„ ALONG SAID AGREED BOUNDARY LINE, A DISTANCE OF 1417.66 FEET; THENCE N.2715'20'W., ALONG SAID AGREED BOUNDARY LNC A DISTANCE OF 616.67 FEET. THENCE N.87 -48'00-F.., A DISTANCE OF 2472.77 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID MNDERBILT DRIVE: THENCE S.02'12'25"E.. ALONG SAID WESTERLY LINE, A DISTANCE OF 1373.11 PEED, THENCE 5.42'12'00"E. ALONG SAID WESTERLY LINE A DISTANCE OF 667.03 FEET TO THE POINT OF BEGINNING PARCEL CONTAINS 100 ACRES, MORE DR LESS. LEGEND WAM? D07WA [IMW SYSTEM MTERM,41N METER VALVE AIR RELEASE VALVE SL4MESE REDUCER BLOW -OFF VALVE FIRE HYDRANT SANITARY SEWER FAC IL MES - SEWER PIPE LIFT STA TION MANHOLE CLEAN-OUT PLUG VALVE DRAIIVAW FA�ILJTIES SDP AMENDMENT TO AR -5284 SECTIONS 8,16 &17 & 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST FIRE FLOW CALCULATIONS - PHASE 2-5* MULTI -FAMILY BUILDINGS (TOWERS 2. 3 AND 4 20 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 1st UNIT LEVEL 34,181 TOTAL 150,752 S.F. MIN. FIRE FLOW = 4000gpm x 257= 1000 GPM (AT EACH BUILDIVG) MULTI -FAMILY BUILDING (TOWER 5353 17 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 Al Ist SPAT LEVEL 34,181 TOTAL 150,152 S.F. MIN. FIRE FLOW = 4000gpm x 25%= 1000 GPM AVAILABLF FIRF FLOW Test Date: 06127116, Stafic Pressure = 87 PSI Mecsured Flow = 1,957 GF14 9 70 PSI Residual Calculated 20 PSI Residual Flaw = 4,104 GPM ® 20 PSI * PH4SE 6 IS OPTIONAL PATHWAY / BOARDWALK, AND NOT INCLLIDED IN FIRE' C4LCLILAT:0NS_ NOTE: ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION- NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD COLLIER COUNTY, FLORIDA STORM PIPE FLOOR AREA (5 F), GRATED INLET ■� ■� FiWWALL 10VORY COUNTY MITERED END 4, 533 MANHOLE 3 CONTROL STRUCTURE 4 PAVEMENT ELEVATION A- �, � cRalA.v ELI'varloAls k 4,5J3 4 SKEET FLOW 5,067 SALE FLOW SDP AMENDMENT TO AR -5284 SECTIONS 8,16 &17 & 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST FIRE FLOW CALCULATIONS - PHASE 2-5* MULTI -FAMILY BUILDINGS (TOWERS 2. 3 AND 4 20 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 1st UNIT LEVEL 34,181 TOTAL 150,752 S.F. MIN. FIRE FLOW = 4000gpm x 257= 1000 GPM (AT EACH BUILDIVG) MULTI -FAMILY BUILDING (TOWER 5353 17 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 Al Ist SPAT LEVEL 34,181 TOTAL 150,152 S.F. MIN. FIRE FLOW = 4000gpm x 25%= 1000 GPM AVAILABLF FIRF FLOW Test Date: 06127116, Stafic Pressure = 87 PSI Mecsured Flow = 1,957 GF14 9 70 PSI Residual Calculated 20 PSI Residual Flaw = 4,104 GPM ® 20 PSI * PH4SE 6 IS OPTIONAL PATHWAY / BOARDWALK, AND NOT INCLLIDED IN FIRE' C4LCLILAT:0NS_ NOTE: ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION- NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD COLLIER COUNTY, FLORIDA LOCA TION MAP A DEVELOPMENT B Y.� RESIDEN77AL UNIT BREAKDOWN UNIT TYPE 1sf Living Level FLOOR AREA (5 F), BEDROOMS l 5, 087 10VORY COUNTY 2 4, 533 4 3 4,145 4 4 4,145 4 5 4,5J3 4 6 5,067 4 tad -Tap Living Level 1101-1105 12 1 3,704 4 2 3,791 4 3 3,919 4 4 3,919 4 5 6 ST. ALGLS$W 4 3, 704 4 IEE"LTGW CDL W7Y _ as0f CRY >100, ? 100' >100, RiAR YARD PRINCIPAL 0.5 ETN _ 0041.4 VA YT" BEA4W >100' ] 100 >100' _ HEAELYIY COUNTY_ 15 i >15, 15' 3 15 SV&ACKS T4 I PRINCIPLE STRUCTURE t 89' 59' 71' 146' PRESERVE CAFE G4161MWL 10' 74' 46' 67' 128' MAVMUM BUILDING HEIGHT •5 (ACTUAL HEIGHT) ZL 20 STORIES FAR A MAX. NEir pF 200 fT. rt 17 STORIES FORA MAX. HEIGHTOF 775 FT. (5+2 20 STORIES; 200 FT. (250 3-3/4) aO STORI ;DO FT. {230 3-314 20 STORIES; .200 FT: (250'3-3%4 J 7 STORIES, 75 FT. R2 25' 2 2 � Fr. Pra1cF 1800 SF. > 1800 SF ]1800 sF. ] 1800 SF. fl ] 1800 SF REQUIRED PROVIDED (BLDG` 2• n � � f to J2 to 3 LJ 4 to A5 PRINCIPAL siffDcruREs - TOWERS3 t 0Safi' ' OR AS s A PPAOYEII 3 103 '3 765' •3 1090' a< 3 ' . 106 3 DISTANCE BETWEEN PRINCIPAL FT. LAVOCIMAtE 72' 82' r r r t a ' r r r f r r COLLIER MLWIasoE COUNTYr COUNTY ffr Mw LEE COUNTY COLLIER COUNTY �F 10 11 {k r PHASE 2-6 LXyr BEACH +� PRESERVE ae PROJECT SITE WIGGINS PASS I I I I I I COCOHA TCHEE Bi`i 1 P. U. D - r DELMOR WIGGINS STATE PARK N �5 23 q�q� 20 C � 6 W E 41 S LOCA TION MAP A DEVELOPMENT B Y.� RESIDEN77AL UNIT BREAKDOWN UNIT TYPE 1sf Living Level FLOOR AREA (5 F), BEDROOMS l 5, 087 4 2 4, 533 4 3 4,145 4 4 4,145 4 5 4,5J3 4 6 5,067 4 tad -Tap Living Level 1101-1105 12 1 3,704 4 2 3,791 4 3 3,919 4 4 3,919 4 5 6 J. 791 4 3, 704 4 TOTAL BLDG Tf 1 = 120 UNITS (ALL 4 BEDROOMS) '.WEA INCLUDES A/C AND NON -AIC AREAS TOTAL UNITS: BLDG 2 = 7 20 UNI TS BLDG 3 = 120 UNI T'S BLDG 4 = 120 UNITS - FUTURE Q BLDG 5 = 102 UNI FS TOTAL THIS PHASE 342 UNITS a FUTURE PHASE 4 = 120 UNITS L PROJECT = 587 LAW T5 REVISION J3 SUMMARY' THIS REVISION IS TO REMOVE BUILDING 4 FROM THIS APPROVAL. THIS REVISION IS SHOWV ON THE FOL L OWING SHEETS: 1, 3, 4, 5, 7, 9, 10, AND II COCOHATCHEE BAY PUD PROJECT DATA FOLIO OS.' 100155920006 - PARCEL 7 00156120009 - PARCEL 8 (THIS PHASE} 1 00154680004 00155884207 GROSS PUD ACREAG . 532.76 ACRES DWELLING UNITS THIS'HASE: 342 3 DWELLING UNITS FUTU IE~ PHASE 4: 120 TOTAL PROJECT DWELLING UNITS: 582 (MAX. 590 PER P.U.D. ) GROSS DENSITY: 1.1 DWELLING UNITS/ACRE SU1LDINGS #2-5* TYPICAL UNIT NUMBERING FLOOR** UNIT NUMBERS 1 107-706 2 207-206 3 301-306 4 401-406 5 501-506 6 601-606 7 707-706 8 807-806 9 901-906 10 1001-7005 17 1101-1105 12 1201-7206 13 1301-7306 14 1401-1406 15 1501 1506 16 1501-1606 17 1701-1706 18 1801-1806 19 1907-1906 20 2001-2006 ak FLOORS 18-20 N/A ON TOWER 5 # # ABOVE PARKING DfVLILOPM R1 MfJL77-FAMILY HIGH RISEfUlJNG ICINSALE (COCHATCHEE P.U.D. ) (FUTURES I;\ DFVELOPMENT STANDARDS REQUIRED BLDG. 2 PROVIDED BLDG. 3 1BLDG. FROVIDE 4 PROVIDED LDG. 5 ROVIDED M -N, LOT AREA N/A - - - - MM LOT WIDTH N/A -- - - •-- FRONT YARD -INTERNAL ROAD •1 0.50 BN NOT LESS THAN 25 FT 207' 187' 206' 142' FRONT YARD -ACCESSORY BLDG. IWCLUDING PARKING STRUCTURE 0.50 RH NOT LESS THAN 25 FT, 85' 67' 99' 55' FRONT YARD-VANDERL4ILT DRIVE BN 749' 870' 6,293 13,160 FRONT YARD -ACCESSORY BLDG. 50 647' 750' 808' 1161' S,DE YARD 0.5 SH >100, >100, ? 100' >100, RiAR YARD PRINCIPAL 0.5 ETN >100' >100' ] 100 >100' RiAR YARD ACCESSORY 15 >15' >15, 15' 3 15 SV&ACKS T4 I PRINCIPLE STRUCTURE 25' 89' 59' 71' 146' PRESERVE ACCESSORY STRUCTURE 10' 74' 46' 67' 128' MAVMUM BUILDING HEIGHT •5 (ACTUAL HEIGHT) ZL 20 STORIES FAR A MAX. NEir pF 200 fT. rt 17 STORIES FORA MAX. HEIGHTOF 775 FT. (5+2 20 STORIES; 200 FT. (250 3-3/4) aO STORI ;DO FT. {230 3-314 20 STORIES; .200 FT: (250'3-3%4 J 7 STORIES, 75 FT. R2 25' 2 2 FLOOR AREA MIN. 1800 SF. > 1800 SF ]1800 sF. ] 1800 SF. fl ] 1800 SF REQUIRED PROVIDED (BLDG` /) f to J2 to 3 IJ to #4 4 to A5 PRINCIPAL siffDcruREs - TOWERS3 t 0Safi' ' OR AS s A PPAOYEII 3 103 '3 765' •3 1090' a< 3 ' . 106 3 DISTANCE BETWEEN PRINCIPAL 0.50 SBH 72' 82' **NOTES FROM TABLE ABOVE: 1, FRONT YARDS SHALL BE MEASURED AS FOLLOWS: A IF THE PARCEL IS SERVED BY A FUBLIC RIGHT-OF-WAY. SETBACK IS WIEASURED FROM THE ADJACENT RIGHT-OF-WAY LINE. F IF THE PARCEL IS SERVED BY A PRIVATE ROAD, SETBACK IS MEASURED FROM THE BACK DF CURB (IF CURBED) OR EDGE OF PAVEMENT 17F NOT CURBED). 2. BUILDING HEIGHT FOR THE NORTH PROPERTY UNE ADJACENT TO ARBOR 'RACE IN THE R' TRACT S►gLL BE LIMUTED TO 17 HABITABLE STORIES 4ND A MAXIMUM HABITABLE HEIGHT OF 175 FEET 3. WHERE BUILDINGS WITH A COMMON ARCHITECTURAL THEME ARE ANGLED, SKEWED OR OFFSET FROM ONE ANOTHER, AND WALLS ARE NOT PARALLEL TO ONE ANOTHER. THE SETBACKS CAN BE ADMINISTRA77VELY REDUCED. 4, FOR ACCESSORY USES THERE SHALL BE NO MINIMUM FLOOR AREA. 5. PER THE PUD, BUILDING HEIGHT IS DI'•I°1'NED AS THE VERTICAL DISTANCE MEA5URE0 FROM THE FIRST ITABI TABLE FINISHED FLOOR TO THE UPPERM05T FINISHED CEILING ELEVATION OF TH,E STRUCTURE Lodge/Abbott Associates LL C 3400 Lafayette Street Detroit, MI 48207 (313) 567-7000 PREPARED BY• Omega 5620 sannen Court Fart Myers, FL 3391.9 Consulting Group C.A.#28291 Project Management 1 Civil Engineering Solutions ier County Reviewed and Approved For Perrrit Issuance PL.20160002242 0511112517 !j L� TOWERS �2 3 AND FUTURE 4 AREAS: Digitally signed by John R. Musser, P.E. Date: 2017.05.04 12:24:33 -04'00' TOW E 5 2-4 REA TABULATIONS REVISIONS REV.0 DATE ase10Wriory Open Parking 01 11/22116 PEh' COLLIER COUNTY REVIEW 02 0JI1411 PEI' COLLIER COUNTY REVIEW 03 0510411 REMOVE BLDG 4 FROM PHASE PER COLLIER COMMENTS' 78,466 1 78,466 2nd Floor Garage 44,543 13,025 24,480 37,505 1 37,505 3rd Floor (1st Living) 34,181 26,174 8,007 34,181 1 34,181 2nd - 20th Living Pool Deck 26,174 3,242 29,416 19 558,904 Pool Deck 40,543 467,722 6,293 13,160 19,453 11 15,453 Totals 40, 843 546,24-4 182, 265 This item has been electronically signed and sealed by John R. Musser, P.E. on 5/4/1.7 using OSHA -i authentication code. Frinted copies of this document are not considered signed and sealed and the SFA -1 authentication code must be verified on any electronic copies. The i plans is subject to change. It is the recipients responsibility to verify all information prior to commencement of plaisning, engineering and/or coaetruction.�* rIt 111+11 �,k-N * "� u k `\ :� �Q�,• w Q: ; 4F n � a 4L "�2 '.4 a U ��rrll����► '/I •• ?' �•• r Z , � SHEET INDEX 1 COVER SK -ET 2 EXISTING CON10177ON5 PLAN 3 MAS7FR SIT PLAN 4 MAS7E'R U17LI Y PLAN 5-6 "4S7ER U77LITY PLAN - ENLARGED 7-8 PAVING, GIMOING & DRAINAGE PLANS 9 U77LITY PLAN & PROFILES 10 EROSION C'ON7ROL PLAN dl' DETAILS 11 SIGNING AND MARKING PLAN 12-1,3 PAVING, GfUIDING, do DRAINAGE DETAILS 14 WATER DETAILS 15 SEWER DEAILS Digitally signed by John R. Musser, P.E. Date: 2017.05.04 12:24:33 -04'00' TOW E 5 2-4 REA TABULATIONS Level Bui [ding Area Per Floor # Floors Total Ivrea Open Parking Conditioned Area Unconditioned Area Total Per Floor Ground Floor Garage 7,520 78,466 3,446 75,020 78,466 1 78,466 2nd Floor Garage 44,543 13,025 24,480 37,505 1 37,505 3rd Floor (1st Living) 34,181 26,174 8,007 34,181 1 34,181 2nd - 20th Living Pool Deck 26,174 3,242 29,416 19 558,904 Pool Deck 40,543 467,722 6,293 13,160 19,453 11 15,453 Totals 40, 843 546,24-4 182, 265 728,509 728, 509 TOWER ;5 AREAS: 0 TOWER 5 AREA TABULATIONS Level Building Area Per Floor # Floors Total Area Conditioned Open ParkIng Area Unconditioned Total Per Area Floor Ground Floor Garage 3,446 7,520 78,466 1 78,466 2nd Floor Garage 40,543 13,025 24,480 37,505 1 37,505 3rd Floor (1st Living) 26,174 8,007 34,181 1 34,181 2nd - 17th Uving 26,174 3,242 29,416 16 470,656 Pool Deck 6,2.93 13,160 19,453 1 15,453 Tota I s 40,543 467,722 1 105,039 1 640,261 1 54C, 261 Sheet No. 1 of 15 LEGAL DESCRIP77ON - (COCONATCI a BAY P. U ,a) A PORTION OF SECTIONS 6,16,17 AND 26, TOWNSHIP 48 SOUTH, RANGE 25 EAST COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCE_ 1 THE SOUTHERLY 546 FEET OF A TRACT Or LAND LYING IN SEC77ON 8, TOWNSHIP 45 SOUTH, RANGE 25 EAST. COLLIER COUNTY, FLORIDA, SAID TRACTBEING DESCRIBED AS: BEGINNING AT TTE SOUTHEAST CORNER OF GOVERNMENT LOT 4, SAID SECTON 8, RUN S.8824'40"W (SHOWN IN ERRCR AS S.B876'40"W. IN O.R. BOOK 68 PACE 235: O.R. BOOK 87, PAGF 439 THROUGH 447. O.R. BOOK 167, PAGE 692; O.R. BOCK 218, PAGE 484; HEREINAFTER CITED AS OFFICIAL RECORDS), ALONG THE SOUTH LINE OF SAID GOVERNMENT LOT 4 AND THE WESTERLY PROLONGATON OF SAID SOUTH LIN£, FOR 776.71 FEET, TO AN WIFRSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 87, PAGfS 439 THROUGH 447 (`URVEYOR'S NOTE: ALTHOUGH O.R. BOOR 187, PACE 692 AND O.R. BOOK 218, FACE 484 INDICATE THAT THE AGREED BOUNDARY LINE IS FOUND IN Q.R. BOOK 68, PAGE 235, THE BEVJ4GS AND DISTANCES ARE IN EFFECT THOSE RECITED IN 4 LATER EXCHANGE OF QUIT CLAIM DEEDS O.R, BOOK 87, PAGES 439 THROUGH 447), OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.2911'40"W, ALONG SAID AGREED BOUNDARY LINE, FOR 300 FEET; THENCE RUN N.370'00'W., ALONG SAID AGREED BOUNDARY LINE, FOR 961.43 FEET (SHOWN IN ERROR AS 961.30 FEET IN THE OFFICIAL RECOR)S); THENCE RUN N.673Q'00"W ALONG SAID AGREED BOUNDARY LINE, FOR !397.99 FEET (SHOWN IN ERROR AS 1397.01 FEET IN THE OFFICIAL RTCOROS); THENCE RUN N.2231'00"Yv., (SHOWN IN ERROR AS N.22 J0'OO'W IN THE OFFICIAL RECORDS), ALONG SAID AGREED BOUNDARY LINE, FOR 444.72 FEET; THENCE RUN NORTH, ALONG SAID AGREED BOLNDARY LINE, FOR 99.92 FEET. TO AN 16TERSEC71ON WITH THE WFSTERLY PROLONGATION OF THE NORTH LINE OF GOVERNMENT LOT 3, SAID SECTION 8; THENCE RUN NO -08'53"E. (SHOWY! IN ERROR AS NORTH IN THE OFFICIAL RECORDS), FOR 429.$2 FEET; THENCE S.5900'00'E„ FOR 815.68 FEET, TO AN INTERSECTION WITH SAID WESTERLY PROLONGATION OF THE NORTH LINE Or SAID GOVERNMENT LOT 3,' THENCE RLN N.89 -12'20"E., ALONG SAID WESTERLY PROLONGATION AND ALONG THE NORTH LINE OF SAID GOVERNMENT LOT J. FOR 1907,82 FEET, TO THE NOPTHEAST CORNER OF SAO GOVFRNMFNT I OT 3. THFNCF RUN S.CO'23'10"F.. Al ONG THF FAST IINF OF SAID GOVFRNMFNT LOT 3 AND SAID GOWRNWAIT LOT 4, FOR 2714.30 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. A AL FA BA Yiete KINSALE CONDOMINIUM] -PHASE (COCOHA TCHEE BAY P. U. D. - ORDINANCE #20190 88) PARCEL 5 la THE NORTHWEST 114 OF SECTION 16 IN TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, EXCFPTNC THEREFROM THE RIGH T- OT. -WAY FOR STATE ROADS 5-865A (ALSO KNOWN AS VANDERBIL T DRIVE) AND 5-8658 (ALSO KNOWN AS WIGGINS PASS ROAD). PARCEL s THAT PORT OF THE NORTHERLY ONE-FIFTH (BE'NG MORE PAR71CULARL Y DESCRIBED BY ACCURA TE SURVEY AS THE NORTH 268.54 FEET) OF THE NORTH 112 OF THE NORTHEAST 1/4 OFSEC 77ON 16, TOWNSf'IP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA WHICH LIES WEST OF THE RIGHT -DF -WAY OF U.S. HIGHWAY 41 (ALSO KN7WN AS TAMIAMI TRAIL). (THIS PHASE) THE EAST 7/2 Or THE NORTHEAST 114 OF SECTION 17 TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNT'S FLORIDA, EXCEPTING THEREFROM THE SOUTHEAST 114 OF THE SOUTHEAST I/d OF THE NORTHEAST 1/4 AND EXCEPTING THEREFROM NE RIGHT-OF-WAY OF STATE ROAD S -465A (VANDERBIL T DRIVE'). PLUS ANY LAND ADDED THERETO BY ACCRETION OR REUCTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR t -RASION. BEGINNING AT THE SOUTHEAST CORNER OF SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER GOUNTr, FLORIDA, RUN N.69'5420"W, ALONG 4IE SOUTH UNE OF SAID SECTION 17, FIR 2839.52 FEET TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PAGE 235 THROUGH 250 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN NOt'30'05 E, ALONC SAID AGREED BOUNDARY LINE, FOR 1298.70 FEET (SHOWN IN ERROR AS 1300.00 FEET, IN O.R. BOOK 68, PAGE 235 AND O.R. BOOK 167, PAGE 642 HEPEINAFTER CITED AS OFFICIAL RECORDS); THENCE RUN N.3D100'OO'E, ALONG SAID AGREED BOUNDARY LINE, FOR 800 FEET. • THENCE RUN N.05170'00'W., ALONG SAID AGREED BOUNDARY LINE, FOR 1480 FEET THENCE RUN M2971'40"W„ ALONG SAO AGREED BOUNDARY LINE, FOR 1957.47 FEET. TO AN INIERSFCBON WITH THE WESTERLY PROLONGAITON OF THE NORTH LINE OF SAID SECTION 17; THF?JCr RUN N.8824'40 F. (SHOWN IN ERROR 4S N.88 -26'40',E, IN THE OFFICIAL RECORDS), ALONG SAID NORTH LINE FOR 3449.57 FEET TO THE NORTHEAST CORNER OF SAID SECTION 17; THENCE RUN &0'27'30'E.. ALONG THE L=AST LINE OF SAID SECTION 17, FOR 2690.04 FEET (SHOWN IN ERROR AS 2689.:5 FEET IN THE OFFICIAL RECORDS), TO THE EAST QUARTER CORNER; THENCE RJN 5.026'00'E. (SITOWII IN ERROR A5 5076'OO'W, IN THE OFFICIAL RECORDS), ALONG THE EAST LIN[ OF SAID SECTION 17, FOR 2584.65 FEET TO THE POINT OF BEGIINING. EXCEPTING THEREFROM (1) THE EAST 112 OF THE NORTHEAST I/4, (2) THE NORTHEAST 114 OF THE SOUTHEAST 114, (3) THE NORTHEAST 114 OF THE SOUTHEAST 1A OF THE SOUTHEAST 1/4, ALL IN SAID SEC77ON 17; AND EXCEPTING HE RIGHT-OF-WAY FOR STATE ROAD S -865A (VANDERBILT DRIVE), AND EXCEPTING THAT PORTION OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF THE SOUTHEAST 1/4 OF SECTION 17, TOHTISHIP 48 SOUTH, RANGE 25 EAST DESCRIBED AS FOLLOWS: FROM THE NORTHEAST CORNER OF THE SOUTHEAST 1/4 OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF SECTION 17, RUN S.8953'78'W. FOR 50 FEET, TO THE POINT OF BEGINNING; THENCE RUN S.89'53'18'W., FOR 186.65 FEET TO A POINT ON BULKHEAD LINE AS SHOYN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC PECORDS of COLLIER COUNTY, FLORIDA: THENCE RUN S.4171'03"W. FOR 133.10 FEET, ALONG SAID BULKHEAD LINE, THE RUN S DiD6'42"E., FOR !2O FEET, THENCE RUN N.8953'1$"F. FQR 275.72 FEET, TQ A POINT ON THE WEST RIGHT--QF--WAY LINE OF STATE ROA.) S-- 60A (VANDERBIL T DRIVE). THENCE RUN N.0 26'OO'W., FOR 220 FEET, TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RCLICr-ON, AND LE33 AND I'xCCrr ANY LANG L o3r rHcmErmom ar suahoEmoc"CC OR nwmoN. PARCEL 9 THAT PORTION OF THE NORTHEAST 114 OF THE SOUTHEAST 114 OF SECTION 17, TOWY'SHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: FROM A POINT OF BEGINNING AT THE NORTHWEST CORNER OF THE SOUTHEAST '/4 OF THE SOUTHEAST 114 OF SAID SECTION 17, RUN N.8940'55"E., FOR 560.24 FEET, ALONG THE NORTH LINE OF THE SOUTHEAST 114 OF THE SOUTHEAST 114 OF SAID SECTION 17; TO A PONT ON THE BULKHEAD LINE AS SHOWN ON PLAT THEREOF RECORDED IN BULKHEAD LINE PLAT BOOK 1, PAGE 7, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCr RUN N.076'DO"W., FOR 100 FEET. ALONG SAID BULKHEAD LINE; -THENCE RUN S.8940'55'W., FOR 560,23 FEET, ALONG SAID BULKHEAD LINE, TO A POINT ON THE WEST LINE OF THE NpRTHL 114 OF THE SOUTHEAST 1/4 OF SAID SECTION 17; THENCE RUN S.0 -2541"E. FOR 100.00 FEEI. TO THE POIN T OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THEREFROM BY SUBMERGENCE OR EROSION. PARCEL TO BEGINVING AT TIE SOUTHEAST CORNER OF SECTION 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST, COLLIER COUNrY, FLORIDA, RUN N.8952'20"W, ALONG THF SOUTH LINE OF SAID SECTION 20, FOR 205.3.75 FEET; THENCE RUN N.00'14'00"W. FOR 1698.91 FEET; THENCE RUN N.544752"W., FOR 398..;2 FEET TO AN INTERSECTION WITH AN AGREED BOUNDARY LINE AS RECORDED IN O.R. BOOK 68, PACES 235 THROUGH 250, Dr THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE RUN N.7917'1C"r., ALONG SAID AGREED BOUNDARY LINE, FOR 69.60 FEET;• THENCE RUN N.02'59'30'W. ALONG SAID AGREED BOUNDARY LINE FOR 1417.65 FEET (SHOW IN ERROR A5 1475.01 FEET IN O.R_ BOOK 68, PAGE 235); THENCE RUN N.277520'W, ALONG SAID AGREED BOUNDARr LINE FOR 705.31 FEET; THENCE RUN 9.1844'30'W., ALONG SAID 4GREED BOUNDARY LINE FOR 867.03 FE -T. THENCE RUN N.05J7'5O'W, ALONG 7,AIV AGREED BOUNDARY LINE FOR 393.34 FEET TO AN IN 1ERSECTON WITH THE NORTH LINE OF SEC77ON 20; THENCE RUN S.89'54'20 -E., ALONG SAID NORTH LINE FOR 2839.52 FEET. TO THE NORTHEAST CORNER OF SAID SECTION 20, THENCE RUN 5.02'12'00 E., ALONG THE EAST LINE OF SAID SECTION 20, FOR 5273.90 FEET (SHOWN IN ERROR AS 527Z24 FEET IN O.R. BOOK 68, PAGE 235) TO THE POINT OF BEGINNING. PLUS ANY LAND ADDED THERETO BY ACCRETION OR RELICTION, AND LESS AND EXCEPT ANY LAND LOST THERFFROI44 BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE RIGHTS-OF-WAY OF STATE ROADS S-865 A (ALSO KNOWN AS VANDERBILT DRIVEL AND 5-846 (ALSO KNOW AS BLUEBILL AVENUE). AND LESS AND EXCEPT THE FOLLOMNG DESCRIBED REAL PROPERTY, ALL CF WGGINS PASS LANDINGS UNIT NO, I ADD17iON. ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 10. AT PAGE 81 OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AND ALL OF wGGErIS PASS LANDINGS UNIT N0.1 ACCORDING TO THE PLAT THEREOF RECORDED IN DLAT BOOK 10, AT. PACE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING MORE PARTCULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF LOT' 4 OF SAID WIGONS PASS LANDINGS U.VIT NO.I ADDITION; THENCE: N. 89'52'20'W, ALONG THE SOUTHERLY LINE OF SAID LOT 4, A DISTANCE OF 599.96 FEET TO THE SOUTHWEST CORNER OF SAID LOT 4, THE SAME BEING THE SOUTHEAST CORNER OF LOT 10, BLOCK I OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.595220'W., ALONG THE SOUTHERLY LINE OF SAID WAGONS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1400.65 FEET 70 THE SOUTHWEST CORNER OF SAID WIGGINS PASS LANDINGS UNIT NO.1; THENCE N.00'WOO'W., ALONG THE WESTERLY LINE OF SAID WPGGINS PASS LANDINGS UNIT NO.1 A DISTANCE OF 1608.90 FEET, • THENCE N.3426'15'E., ALONG SAID WESTERLY LINE, A DISTANCE OF 439.38 FEET TO A POINT ON 777E NORTHERLY LINE OF SAID WGGINS PASS LANDINGS UNIT NO.1; 7HENCr N.87'48'00"E- ALONG SAID NORTHERLY LINE A DISTANCE OF 1481.48 FEET TO THE NORTH. -AST CORNER OF LOT J. BLOCK 3 OF SAID WIGGINS PASS LANDINGS UNIT NO.1, THENCE 5,0212'00'E. A DISTANCE OF 153.77 FEET TO THE NORTHWEST CORNER OF LOT 1, BLOCK 3 OF SAID HIGGINS PASS LANDINGS UNIT NOA; THEIICC N.87'48'00'E A DISTANCE OF 200.0 FEET TO THE NORTHEAST CORNER OF SAID LO 1; THENCE S.0272'00"E ALONG THE EASTERLY LINE OF SAID WIGGINS PASS LANDINGS UNIT NO3, A 013TANCE OF 668.16 FEET TO THE SOUTHEAST CORNER OF LO_. !, BLOCK 1 OF SAID WIGGINS PASS LAVDINGS UNIT NO.I, THE SAME BEING THE NORTHEAST CORNER OF LOT 1 OF SAID WIGGINS PASS LANDINGS UNIT NOA ADDITION. THENCE 5.42'12'00"E ALONG THE EASTERLY LINE OF SAID MGGINS FASS LANDINGS UNIT NO.1 ADDITION, A C'ISTANCE OF 1209.93 FEET TO THE POINT CIF BEGINNING, PARCEL CONTAINS 88.56 ACRES MORE OR LESS {BEARI,VGS REFER TO WIGGINS PASS LANDINGS UNIT NO -I ADDITION, ACCORDING TO THC PLAT THEREOF RECORDED 1N PLAT BOOK 10, PAGE 81 OF 7HE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA), PLUS ANY LAND ADDED THERETO BY ACCRETION OR RIFUCTION, AND LESS AND EXCEPT ANY LAND LOST iHFREFROM BY SUBMERGENCE OR EROSION. AND LESS AND EXCEPT THE FOLLOWING DESCRIBED REAL PROPERTY- A PORTION OF LAND LOCATED IN THE EAST 112 OF SECTION 20, TOWNSHIP 48 SOUTH RANGE 25 EAST OF COLLIER COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST 1/4 OF SAID SECTION 10, THENCE N.0272'00"W., ALONG THE EASTERLY LINE OF SAID SOUTHEAST 1/4 A DISTANCE OF 1570.20 FEET THENCE S.8748'00'W., A DISTANCE OF 50.00 FEET TO A POINT ON THE AFSTERLY R(GW-OF-WAY LINE- OF VANDERBIL T DRI VE. A 100.00 FOOT RIGH T- OF- WA Y AND THE NORTHEAST CORYER OF LO T 1 BLOCK 3, WIGGINS PASS LANDINGS: UNIT NO.1, ACCORDING TO THE PLAT THEREOF RTCORDFD IN PLAT BOOK 10, AT. PAGE 44, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE SAME BEING TETE POINT OF BEGINNING OF THE PARCEL OF LAND HEREIN DESCRIBED; THENCE S.87'48a0"W. A DISTANCE OF 200.00 FEET TO THE NORTHWEST CORNER OF SAID LOT 1; THENCE N.02'12'00'W. A DISTANCE OF 163.77 FEET TO THE- NORTHEAST CORNER OF LOT 3 BLxx 3, OF SAID MOONS PASS LANDINGS UNIT 1; THENCE S.6748'00'W ALONG THE NORTHERLY LINE OF SAID YNGGINS PASS LANDINGS, UNIT NO.1, A DISTANCE OF' 1481.46 FEET,• THENCE S.3426'15"W. ALONG THE NOR IHAESTERL Y LINE OF SAID UGGENS PASS LANDINGS, UNIT NO.1, A DISTANCE CF 439.48 FEET TO THE NORTHEA57FRLY CORNER OF TRACT B. BAKER-CARROLL POINT. ACCORDING TO THE PLAT -HEREOF RECORDED IN PLAT BOOK 8, PAGE 42, Or THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE N.544752"W., ALOAIG THE NORTHERLY UNE OF SAID BAKED-CARROL POINT. A DISTANCE OF 399.32 FEET, TO AN ENTERSEC71ON WITH AN AGREED BOUNDARr LINE AS RECOR)EO IN OFFICIAL RECORDS BOOK 68, AT PAGES 235 THROUGH 250. OF THE PUBLIC RECORDS Or COLLIER COUNTY, FLORIDA; THENCE N.7977'10'E., ALONG SAID AGREED MUNDARY LINE, A DISTANCE OF 69.60 FEET; THENCE N.G2759'30'W„ ALONG SAID AGREED BOUNDARY LINE, A DISTANCE OF 1417.66 FEET; THENCE N.2715'20'W., ALONG SAID AGREED BOUNDARY LNC A DISTANCE OF 616.67 FEET. THENCE N.87 -48'00-F.., A DISTANCE OF 2472.77 FEET TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF SAID MNDERBILT DRIVE: THENCE S.02'12'25"E.. ALONG SAID WESTERLY LINE, A DISTANCE OF 1373.11 PEED, THENCE 5.42'12'00"E. ALONG SAID WESTERLY LINE A DISTANCE OF 667.03 FEET TO THE POINT OF BEGINNING PARCEL CONTAINS 100 ACRES, MORE DR LESS. LEGEND WAM? D07WA [IMW SYSTEM MTERM,41N METER VALVE AIR RELEASE VALVE SL4MESE REDUCER BLOW -OFF VALVE FIRE HYDRANT SANITARY SEWER FAC IL MES - SEWER PIPE LIFT STA TION MANHOLE CLEAN-OUT PLUG VALVE DRAIIVAW FA�ILJTIES SDP AMENDMENT TO AR -5284 SECTIONS 8,16 &17 & 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST FIRE FLOW CALCULATIONS - PHASE 2-5* MULTI -FAMILY BUILDINGS (TOWERS 2. 3 AND 4 20 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 1st UNIT LEVEL 34,181 TOTAL 150,752 S.F. MIN. FIRE FLOW = 4000gpm x 257= 1000 GPM (AT EACH BUILDIVG) MULTI -FAMILY BUILDING (TOWER 5353 17 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 Al Ist SPAT LEVEL 34,181 TOTAL 150,152 S.F. MIN. FIRE FLOW = 4000gpm x 25%= 1000 GPM AVAILABLF FIRF FLOW Test Date: 06127116, Stafic Pressure = 87 PSI Mecsured Flow = 1,957 GF14 9 70 PSI Residual Calculated 20 PSI Residual Flaw = 4,104 GPM ® 20 PSI * PH4SE 6 IS OPTIONAL PATHWAY / BOARDWALK, AND NOT INCLLIDED IN FIRE' C4LCLILAT:0NS_ NOTE: ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION- NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD COLLIER COUNTY, FLORIDA STORM PIPE FLOOR AREA (5 F), GRATED INLET ■� ■� FiWWALL 10VORY COUNTY MITERED END 4, 533 MANHOLE 3 CONTROL STRUCTURE 4 PAVEMENT ELEVATION A- �, � cRalA.v ELI'varloAls k 4,5J3 4 SKEET FLOW 5,067 SALE FLOW SDP AMENDMENT TO AR -5284 SECTIONS 8,16 &17 & 20, TOWNSHIP 48 SOUTH, RANGE 25 EAST FIRE FLOW CALCULATIONS - PHASE 2-5* MULTI -FAMILY BUILDINGS (TOWERS 2. 3 AND 4 20 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 1st UNIT LEVEL 34,181 TOTAL 150,752 S.F. MIN. FIRE FLOW = 4000gpm x 257= 1000 GPM (AT EACH BUILDIVG) MULTI -FAMILY BUILDING (TOWER 5353 17 STORIES RESIDENTIAL OVER 2 STORIES PARKING, CONSTRUCTION TYPE I -A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: 1st FLOOR GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 Al Ist SPAT LEVEL 34,181 TOTAL 150,152 S.F. MIN. FIRE FLOW = 4000gpm x 25%= 1000 GPM AVAILABLF FIRF FLOW Test Date: 06127116, Stafic Pressure = 87 PSI Mecsured Flow = 1,957 GF14 9 70 PSI Residual Calculated 20 PSI Residual Flaw = 4,104 GPM ® 20 PSI * PH4SE 6 IS OPTIONAL PATHWAY / BOARDWALK, AND NOT INCLLIDED IN FIRE' C4LCLILAT:0NS_ NOTE: ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION- NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD COLLIER COUNTY, FLORIDA LOCA TION MAP A DEVELOPMENT B Y.� RESIDEN77AL UNIT BREAKDOWN UNIT TYPE 1sf Living Level FLOOR AREA (5 F), BEDROOMS l 5, 087 10VORY COUNTY 2 4, 533 4 3 4,145 4 4 4,145 4 5 4,5J3 4 6 5,067 4 tad -Tap Living Level 1101-1105 12 1 3,704 4 2 3,791 4 3 3,919 4 4 3,919 4 5 6 ST. ALGLS$W 4 3, 704 4 IEE"LTGW CDL W7Y _ as0f CRY >100, ? 100' >100, RiAR YARD PRINCIPAL 0.5 ETN _ 0041.4 VA YT" BEA4W >100' ] 100 >100' _ HEAELYIY COUNTY_ 15 i >15, 15' 3 15 SV&ACKS T4 I PRINCIPLE STRUCTURE t 89' 59' 71' 146' PRESERVE CAFE G4161MWL 10' 74' 46' 67' 128' MAVMUM BUILDING HEIGHT •5 (ACTUAL HEIGHT) ZL 20 STORIES FAR A MAX. NEir pF 200 fT. rt 17 STORIES FORA MAX. HEIGHTOF 775 FT. (5+2 20 STORIES; 200 FT. (250 3-3/4) aO STORI ;DO FT. {230 3-314 20 STORIES; .200 FT: (250'3-3%4 J 7 STORIES, 75 FT. R2 25' 2 2 � Fr. Pra1cF 1800 SF. > 1800 SF ]1800 sF. ] 1800 SF. fl ] 1800 SF REQUIRED PROVIDED (BLDG` 2• n � � f to J2 to 3 LJ 4 to A5 PRINCIPAL siffDcruREs - TOWERS3 t 0Safi' ' OR AS s A PPAOYEII 3 103 '3 765' •3 1090' a< 3 ' . 106 3 DISTANCE BETWEEN PRINCIPAL FT. LAVOCIMAtE 72' 82' r r r t a ' r r r f r r COLLIER MLWIasoE COUNTYr COUNTY ffr Mw LEE COUNTY COLLIER COUNTY �F 10 11 {k r PHASE 2-6 LXyr BEACH +� PRESERVE ae PROJECT SITE WIGGINS PASS I I I I I I COCOHA TCHEE Bi`i 1 P. U. D - r DELMOR WIGGINS STATE PARK N �5 23 q�q� 20 C � 6 W E 41 S LOCA TION MAP A DEVELOPMENT B Y.� RESIDEN77AL UNIT BREAKDOWN UNIT TYPE 1sf Living Level FLOOR AREA (5 F), BEDROOMS l 5, 087 4 2 4, 533 4 3 4,145 4 4 4,145 4 5 4,5J3 4 6 5,067 4 tad -Tap Living Level 1101-1105 12 1 3,704 4 2 3,791 4 3 3,919 4 4 3,919 4 5 6 J. 791 4 3, 704 4 TOTAL BLDG Tf 1 = 120 UNITS (ALL 4 BEDROOMS) '.WEA INCLUDES A/C AND NON -AIC AREAS TOTAL UNITS: BLDG 2 = 7 20 UNI TS BLDG 3 = 120 UNI T'S BLDG 4 = 120 UNITS - FUTURE Q BLDG 5 = 102 UNI FS TOTAL THIS PHASE 342 UNITS a FUTURE PHASE 4 = 120 UNITS L PROJECT = 587 LAW T5 REVISION J3 SUMMARY' THIS REVISION IS TO REMOVE BUILDING 4 FROM THIS APPROVAL. THIS REVISION IS SHOWV ON THE FOL L OWING SHEETS: 1, 3, 4, 5, 7, 9, 10, AND II COCOHATCHEE BAY PUD PROJECT DATA FOLIO OS.' 100155920006 - PARCEL 7 00156120009 - PARCEL 8 (THIS PHASE} 1 00154680004 00155884207 GROSS PUD ACREAG . 532.76 ACRES DWELLING UNITS THIS'HASE: 342 3 DWELLING UNITS FUTU IE~ PHASE 4: 120 TOTAL PROJECT DWELLING UNITS: 582 (MAX. 590 PER P.U.D. ) GROSS DENSITY: 1.1 DWELLING UNITS/ACRE SU1LDINGS #2-5* TYPICAL UNIT NUMBERING FLOOR** UNIT NUMBERS 1 107-706 2 207-206 3 301-306 4 401-406 5 501-506 6 601-606 7 707-706 8 807-806 9 901-906 10 1001-7005 17 1101-1105 12 1201-7206 13 1301-7306 14 1401-1406 15 1501 1506 16 1501-1606 17 1701-1706 18 1801-1806 19 1907-1906 20 2001-2006 ak FLOORS 18-20 N/A ON TOWER 5 # # ABOVE PARKING DfVLILOPM R1 MfJL77-FAMILY HIGH RISEfUlJNG ICINSALE (COCHATCHEE P.U.D. ) (FUTURES I;\ DFVELOPMENT STANDARDS REQUIRED BLDG. 2 PROVIDED BLDG. 3 1BLDG. FROVIDE 4 PROVIDED LDG. 5 ROVIDED M -N, LOT AREA N/A - - - - MM LOT WIDTH N/A -- - - •-- FRONT YARD -INTERNAL ROAD •1 0.50 BN NOT LESS THAN 25 FT 207' 187' 206' 142' FRONT YARD -ACCESSORY BLDG. IWCLUDING PARKING STRUCTURE 0.50 RH NOT LESS THAN 25 FT, 85' 67' 99' 55' FRONT YARD-VANDERL4ILT DRIVE BN 749' 870' 6,293 13,160 FRONT YARD -ACCESSORY BLDG. 50 647' 750' 808' 1161' S,DE YARD 0.5 SH >100, >100, ? 100' >100, RiAR YARD PRINCIPAL 0.5 ETN >100' >100' ] 100 >100' RiAR YARD ACCESSORY 15 >15' >15, 15' 3 15 SV&ACKS T4 I PRINCIPLE STRUCTURE 25' 89' 59' 71' 146' PRESERVE ACCESSORY STRUCTURE 10' 74' 46' 67' 128' MAVMUM BUILDING HEIGHT •5 (ACTUAL HEIGHT) ZL 20 STORIES FAR A MAX. NEir pF 200 fT. rt 17 STORIES FORA MAX. HEIGHTOF 775 FT. (5+2 20 STORIES; 200 FT. (250 3-3/4) aO STORI ;DO FT. {230 3-314 20 STORIES; .200 FT: (250'3-3%4 J 7 STORIES, 75 FT. R2 25' 2 2 FLOOR AREA MIN. 1800 SF. > 1800 SF ]1800 sF. ] 1800 SF. fl ] 1800 SF REQUIRED PROVIDED (BLDG` /) f to J2 to 3 IJ to #4 4 to A5 PRINCIPAL siffDcruREs - TOWERS3 t 0Safi' ' OR AS s A PPAOYEII 3 103 '3 765' •3 1090' a< 3 ' . 106 3 DISTANCE BETWEEN PRINCIPAL 0.50 SBH 72' 82' **NOTES FROM TABLE ABOVE: 1, FRONT YARDS SHALL BE MEASURED AS FOLLOWS: A IF THE PARCEL IS SERVED BY A FUBLIC RIGHT-OF-WAY. SETBACK IS WIEASURED FROM THE ADJACENT RIGHT-OF-WAY LINE. F IF THE PARCEL IS SERVED BY A PRIVATE ROAD, SETBACK IS MEASURED FROM THE BACK DF CURB (IF CURBED) OR EDGE OF PAVEMENT 17F NOT CURBED). 2. BUILDING HEIGHT FOR THE NORTH PROPERTY UNE ADJACENT TO ARBOR 'RACE IN THE R' TRACT S►gLL BE LIMUTED TO 17 HABITABLE STORIES 4ND A MAXIMUM HABITABLE HEIGHT OF 175 FEET 3. WHERE BUILDINGS WITH A COMMON ARCHITECTURAL THEME ARE ANGLED, SKEWED OR OFFSET FROM ONE ANOTHER, AND WALLS ARE NOT PARALLEL TO ONE ANOTHER. THE SETBACKS CAN BE ADMINISTRA77VELY REDUCED. 4, FOR ACCESSORY USES THERE SHALL BE NO MINIMUM FLOOR AREA. 5. PER THE PUD, BUILDING HEIGHT IS DI'•I°1'NED AS THE VERTICAL DISTANCE MEA5URE0 FROM THE FIRST ITABI TABLE FINISHED FLOOR TO THE UPPERM05T FINISHED CEILING ELEVATION OF TH,E STRUCTURE Lodge/Abbott Associates LL C 3400 Lafayette Street Detroit, MI 48207 (313) 567-7000 PREPARED BY• Omega 5620 sannen Court Fart Myers, FL 3391.9 Consulting Group C.A.#28291 Project Management 1 Civil Engineering Solutions ier County Reviewed and Approved For Perrrit Issuance PL.20160002242 0511112517 !j L� TOWERS �2 3 AND FUTURE 4 AREAS: Digitally signed by John R. Musser, P.E. Date: 2017.05.04 12:24:33 -04'00' TOW E 5 2-4 REA TABULATIONS REVISIONS REV.0 DATE ase10Wriory Open Parking 01 11/22116 PEh' COLLIER COUNTY REVIEW 02 0JI1411 PEI' COLLIER COUNTY REVIEW 03 0510411 REMOVE BLDG 4 FROM PHASE PER COLLIER COMMENTS' 78,466 1 78,466 2nd Floor Garage 44,543 13,025 24,480 37,505 1 37,505 3rd Floor (1st Living) 34,181 26,174 8,007 34,181 1 34,181 2nd - 20th Living Pool Deck 26,174 3,242 29,416 19 558,904 Pool Deck 40,543 467,722 6,293 13,160 19,453 11 15,453 Totals 40, 843 546,24-4 182, 265 This item has been electronically signed and sealed by John R. Musser, P.E. on 5/4/1.7 using OSHA -i authentication code. Frinted copies of this document are not considered signed and sealed and the SFA -1 authentication code must be verified on any electronic copies. The i plans is subject to change. It is the recipients responsibility to verify all information prior to commencement of plaisning, engineering and/or coaetruction.�* rIt 111+11 �,k-N * "� u k `\ :� �Q�,• w Q: ; 4F n � a 4L "�2 '.4 a U ��rrll����► '/I •• ?' �•• r Z , � SHEET INDEX 1 COVER SK -ET 2 EXISTING CON10177ON5 PLAN 3 MAS7FR SIT PLAN 4 MAS7E'R U17LI Y PLAN 5-6 "4S7ER U77LITY PLAN - ENLARGED 7-8 PAVING, GIMOING & DRAINAGE PLANS 9 U77LITY PLAN & PROFILES 10 EROSION C'ON7ROL PLAN dl' DETAILS 11 SIGNING AND MARKING PLAN 12-1,3 PAVING, GfUIDING, do DRAINAGE DETAILS 14 WATER DETAILS 15 SEWER DEAILS Digitally signed by John R. Musser, P.E. Date: 2017.05.04 12:24:33 -04'00' TOW E 5 2-4 REA TABULATIONS Level Bui [ding Area Per Floor # Floors Total Ivrea Open Parking Conditioned Area Unconditioned Area Total Per Floor Ground Floor Garage 7,520 78,466 3,446 75,020 78,466 1 78,466 2nd Floor Garage 44,543 13,025 24,480 37,505 1 37,505 3rd Floor (1st Living) 34,181 26,174 8,007 34,181 1 34,181 2nd - 20th Living Pool Deck 26,174 3,242 29,416 19 558,904 Pool Deck 40,543 467,722 6,293 13,160 19,453 11 15,453 Totals 40, 843 546,24-4 182, 265 728,509 728, 509 TOWER ;5 AREAS: 0 TOWER 5 AREA TABULATIONS Level Building Area Per Floor # Floors Total Area Conditioned Open ParkIng Area Unconditioned Total Per Area Floor Ground Floor Garage 3,446 7,520 78,466 1 78,466 2nd Floor Garage 40,543 13,025 24,480 37,505 1 37,505 3rd Floor (1st Living) 26,174 8,007 34,181 1 34,181 2nd - 17th Uving 26,174 3,242 29,416 16 470,656 Pool Deck 6,2.93 13,160 19,453 1 15,453 Tota I s 40,543 467,722 1 105,039 1 640,261 1 54C, 261 Sheet No. 1 of 15 v � 1 ,� 6 � � 9 r` E3 Ox� x ,O•° x w CLEARED UNDER LIMITS OF ORIGINAL KINSALE GOLF COURSE SDP AR -5282 1" g, a Wetland x 5C' BuI`ferx Preserve r/frf// Preserve��f//rf ZZZw w w W w W W W x x x , w w w �• w w w w w w w W w w yk gP 5 2 °9 x w w w w � x x x w w w W w w w w w 1 I X w w w W x R6 ` x x �b x , f w w w r w w w w w w w Z9 w W w w w x x w w w w x W W w W w J w W w w w 1 v Ix x I x x y Active Eagle's Nest Tree' x CO -19A (11-14-06) 1 w w w •� w FENCE TO BE INSTALLED 0 30' RADIUS " y� 4, 1�' '" 'L 6sp� x 1. D TREE OR THE DRIP LINE OF THE TREE, w w N ©w w w w w w R IS GREATER,AND MAINTAINED AROUND w r w w w w w W b w} ' FREE THROUGHOUT CONSTRUC770N.) 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FOR CONVERSION: NGVD -1.22 = NAVD WETLAND AREAS NAVD + 1.22 = NGV❑ WATER NOTE 55WMD JURISDICTIONAL LINES HEREON AS SHOWN ON APPROVED ERP PLANS (PERMIT j 11-01882—P) PREVIOUS CLEARING UNDER AR -5282 (GOLF COURSE) = 1.5 AC. PREVIOUS CLEARING UNDER AR -5283, PL20140001382, PL20 7 50000420 (PHASE 1). CLEARED ACREAGE= 36.6 AC. PHASE 1 STAGING AREA (BLDG f3 PAD) OF CLEARING = 3.23 ACRES STAGING AREA FOR BLDG. #1 ADDITIONAL PHASE 2-6 CLEARING (THIS PHASE). AREA = 11.68 AC PH4SE 2-6 BLDG. FOOTPRINTS (TOTAL AREA= 7.20 AC.) STAGING AREA FOR BLDG. 11 (CLEARS! PHASE 1 PHASE 1 0 50 100 200 SCALE: 1 " = 100' PHASE 2-6 CLEARING SWUM],' DESCRIPTION AREA PHASE 2-6 C0NS7RUC770N LIMITS BUILDINGS 7.20 AC POOL/DECK AREAS 0 AC PAVEMENT%WALKSICOURTS 1.58 AC LAKES 0 AC OPEN SPACE % DRY DETENTION 8.86 AC PRENOUSLY CLEARED AREAS BUILDING fl STAGING AREA 3.23 AC OTHER AREAS PREV CLEARED 2.73 AC TOTAL NEW CLEARING (PH 2--6) 11.68 AC TOTAL LIMITS OF PHASF (2-6) 17.64 AC NOTE. PMSE 2-5 PMSF t AdUS ARE ALSO CLAFFRW EXCEPT FOR UPLAND ALWn REA, ier County Reviewed and Approved For Permit Issuance PL20160002242 05/11/2017 This item has been el e-Aronica I ly signed and sealed by John R. Musser, 5/4/1 -1 using a SHA -1 authentication code- Printed copies of this document are not considered signed and sealed and the SK -1 authentication code must be verified cn any electronic copies. '1'C i•L,lr,lf 11j C t W a w O 7 a N tt- ry p L6 Ca LO Zi 4 •� � Cd a o om.�¢¢.. , •� -42 U aNN ire: a H Qi* v !R �'.�►� r� r z pie ti' z�y��►11411� LO � .q C CN* F` � 41t - (D �o C�4 0 - Qo ;� c y.: to a L 04 c fl CN c00 00 +F~ a 2 N •9 QL - a Q 4 LO LL. U c co t77 LU C ] 0 u Cc L � E", t}y C U C6 PRoracr No. 1408 ACw N0: 1408-Ph2-65OP-SP Sheet No. 2 of 1 b Wiggins Pass Road t CLEARING LIMITS STAGING LIMITS (FROM PHASE 1) '1'C i•L,lr,lf 11j C t W a w O 7 a N tt- ry p L6 Ca LO Zi 4 •� � Cd a o om.�¢¢.. , •� -42 U aNN ire: a H Qi* v !R �'.�►� r� r z pie ti' z�y��►11411� LO � .q C CN* F` � 41t - (D �o C�4 0 - Qo ;� c y.: to a L 04 c fl CN c00 00 +F~ a 2 N •9 QL - a Q 4 LO LL. U c co t77 LU C ] 0 u Cc L � E", t}y C U C6 PRoracr No. 1408 ACw N0: 1408-Ph2-65OP-SP Sheet No. 2 of 1 r EXISTING TEMP CONSTRUC77ON ACCESS PROVIDE (2) CONSTRUC770N ' ! C ` ACCESS ONLY" AGNS. Q R z r`//rz/z/1zzzf zz1,/ /ZZ//I/r/I /Z,��;f z /1 Z/r�f X,r // ' /1�� �/ ' 'r r rrr //`` r 'r ,r 'r / i ��i ,,''r r � �/ r 1i i x` ///I. � � � � /I � w w �//Ar/ Af !, ILIA/;/,,!%' f /Z,I%' /z Z,r�Z/r/1/1/`Af>f //1 f f f ;11/ ;/1 �`r�f f /`/1 /';111lJf z!`/IZ, !/l�f /ff"�, W 4. W W W v w/.C7'Jf!lr!//JJ/f/// / 1jr r / r / / / / / / / 1 l / - w w w w w r I I r I r.. / STING DRY DETENTION A -- w w w w W w q BOTTOM EL 7.Q RAMP 70 SECOND ' '� 1 55.83 /% _f.-. lt r f �:- •� _ ,1 TI E�lNNIS Nie W FLOOR (TYP) RTW � _ U -IPHASE LINE Frr- w w w w (YPICAL)I- AVERAGE 25 ��I �. A�I �N -_TE- N�A.N� C oE11111wBUFFER END OPTIONAL PHE 5 ASPHALT 75• 77 -USE PATH - -MUa XTN�RYDETENFIDNA-3 GES 2I131D 1 w y w w BOTTOM EL_7•4'IUIES_ I 33 I j 3 1.7 t T 1 I PARKING I w y w w 101-1706 J� 1��.J� PARKING AREA E w I w } 2g.ati 102 UNIT w y w GT$j \ 1I``CC I I ( t - - I /� w S 1 ``•ti . -LL - L w w w BLDG 5 r 7 stories ` �\ ' 1 w 41 w w OWER �ARKING EL. �} � I 11.00 w w w w MIN. F.F.E ■ '` � �\ l + ��-_ -_ - 11 L r__. _.._`J`� � �� I I w y w w w qD ki 22.0 400'� �['� \� `� � y � f � � .J � L � } l h �.�r I t w w y W W w W y W R r +s ` �. ���, , RAM TO COI�� i r� 4 1 w w w w ` F2DDR (TVP ,\� 1 L -_J LR_J L_ -J Y'1 ( L_--fL I �+ w y w w w P DPDSED DRY ENT][] -5 ` • \ �`I ■ - - r BOTTOM 7. �' `] a �� �j• ��: .! _._ I I i + w w w w v1 w tt 0-9 Ac. w m w W w w w 1 2 Stories 4RKING EL. � ■ 1) 1 - -��- - w y w W w w w w MIN I \ f w w Active Eogls s, w w w 1 w ■�\- , i I I � •� � j"/ FUTURE PHASE N St T e CO- 19A- - - - 7 D� \\ ` t 1 GOLF COURSE (GC) w y �l --�r� 4 ---Di - w w w 1 1 - �+ / .. 1} t 1 DISTRICT BOUNDARY_ - - w AENVIRQ FENCE 7TJ BE INSTALLED ��Q RADIUS w I \ ! 99.05 >' l 1 (TYPIG4t} } } ROUND TREE OR THE DRIP LINE OF THE TREE,.. -w (NOT 1 N L U D E d )�\ ` Sob GARAGE i I I I f f,'CN EVER IS GRE,&TER,AND MAINTAINED AAOUNQTREE THROUGHOUT CONSTRUCTIONILI 'Ll,� . I \� - �\ 1 1 SlDEWALIC (^ 1 WY wW w '.v ) w w �p W W w w 1 •� BLDG .� ,' , I 91 r_71 3i7 R k I I w} w u w w w w w ry 2 w w w W o \ C1 I BHO[ w w w w w w w w ww w w) �] ; �+ TEs r - - -j L - I LI w w w w w w w w f w w w w w MIN 15• % "' � 1AJ1- 6 � ����' 2�•'t'8 II+} 1 w a w w w w w w w w w BUFFER,,, w w 120 w w w v w w w w w y.\\ - w w w ` w w w \w w w ,r- 'w •,. w ,. w �� l d+ 41 } i1 w� W w /w w\ w• w w w w w w w w w w w w �/ 4` ' l i} 1 r- 7 �'WES TERN y' J, , W w w w W w W w W W .L w w �L / Iii }} I I PDO -X Y J - BQUIIDARY w w w W w W w W W W ' 1 I L -J I POOL I I L I I LIMITS of PH,4SEs II-vr + �� I I 'OF GRIGINAL w w w w w w w w w w w w i� 87.37 -- CaNSERYAPON' w 1 w w w w w w w w w w w W w w EASEMENT W 14 w w w w w w w w w W w w �. w w I it II }{ { L= J w w w 25' PROPRIETARY w w w w w w w LIMITS OF w w + ` 4 wEASEMENT 87Q.25' r�rvFR _ { w W w W w w •/ w w ,V WEZAND IN ,i, 48.41 • 4 �� w w �'w w w w w w w w w W J w W COIVSE Ai1�N vGARAGF y w w w y w w It, w w w w -4 6 Q• 750.52GARAGE I BLDG �3 1��, � ' I { � 1 ✓� w w JI� w w .;. w w w W w W w w w W w w w + I I t I [ W W \,v w W w W w J+ W W w w w w w W W 1 w w I I I 1 w 20 /Stories I t PARKING EL. 11.00 t I{ w w w w w W w w w MIN. F.F.E. I, l 1 = %L'22.0 1 i \ eCONAL PHASE 6 35' BUFFw ER Q 4LT MULP-USE AIVERAGE 25' . � `ti � { v PATHC w w w w k i i r r w w w w w w w w w w w w TE 101-2006 I __JC) f w w w W W w w w w w �r 120 UN17S ! ` O EXIS77NG LAKE A-2 } } BEGIN, OPTIONALC.E.-6.0 4 } t PHASE 6 ASPHALT 5-89 Ac -1- r , - MULR-USE PATH ■ I ti w w I w w W w w W w w w r r r w w MHWL y w w w w w w i t f 1 w w 1111 w w w w W W w ROP05ED DRY D ON }t k OPTIONAL PHASE 6 1 eaaRD w.aLlr wrTr-AIN BOTTOM EL 5- ❑ r ;PRESERVE TQ BE W w w w w w w w 016 Ac SECOND PHASE LINE J I FIELD LOCATED IN w w w w w w w FLOOR (TVP} (TYPICAL) /� rCOORDIM477ON WITH w w w ns $1' •� / ���r -COUNTY STAFF. PARKING SH IS - r r w w .I. W w w w w- ❑ SECOND FLOOR OVERI . -• w 'w� , w w w w w w w . 1 1R5T FLOOR PARKING w w f w It, w w w w w w w G4 GE P � EX`S77NG LIFT STATION II� •� - OPWAAt PH� w w 5 ; -� PRG'POSED 14, w w w w w w ,. W w w w w f _ �� -■ �_ ;of Co FISHING .PIER-' .-�--� r � w w y 1 w w w w w w w w w wpb PI r 1 I iG• SUITES - _ - w w w w w W W W w w w w w w 101-2006 - - r w w w ,w w w w w w w w w w CAA f� w 120 UNITS-_- _- -- M w W W W W W W W W W W w W� ■ W t �- -, w w w w w W w W w w w w 415 w w w w ., ,i, �. AVERAGE - r✓ 25 BUFFERw r r r r r w w w w N6F40 �I� Y� L # *A (1 W I w • 92' TOWER A, � � w w w w w w w 20 Stories r x N �, - PARKING EL. 1 `\� 1 ■ r W y - �� ,w z , w w w w w = 11.00 ■ ■, 1 w w w w w MIN. F.F.E.Tos*�1Y' W .4,f W • yl�. w w W w w w W w - 2.016 0 Q ■/ . �]( w w f w lw w w w w w w w pr �✓ w w w1 w w w w w w w w w w /Q• SUITES _ w w w W W w w, W w w w ;. w w w w S' 2006 120 UNITS �' 1 r W w w w w w w w w W w W w w w w - 'j, r w w w w W w w w w w w w w w w - w w w W \ y °` �` EXISTING LANCE A- I w W w 1 w w w w BLDGi 231 Acf I w w w I w w w w w w w w w w w w w W w w EXISTING DRY DETENTION B-2 r / BOTTOM EL 5.0r} 308.11' r J w w �W fw W w w w w w w w w w w w w w w w w 1 0.6 Ac. -+(GARAGE) w w �w w w W W w w w w' w w w w w w MIN. 15' w w 7w w w w w w w w w w w w w w w w w BUFFER w w 20 r w W wA1� w w w W - Stone w w w PARKING EL. 00 ♦` r '/ / 40859' (TOWER) w W w w W w w w w w w w w W w w w w ti 0 \,�I1 . F. F. E y I` 1 220 w w ww w w w w w w w w w w w w w w w w w w w w w w _ ,� �� W Y w W W{ W w w W W W W W W V� w W W w w W W W W W W w W Q k II w w w w t w w w w w w ww w 'w w w w w ,r, w w w w I r k END OPTIONAL I Iw r W w 1 w w w w w w w w w w PHASE 6 ASPHALT w w w w w 1 � Il. ILI MUL7-US PAWN w W w W w ~ 41 Jr w w .Y J. J, w J, w w W Jr Jr Jr w w w w w J 34 • BUFFER w .L ,. W w w W W w\ W w w w w W W W 1 w W w w w W w w w W A VERA GE 25 , W W w w W ,+ y �� `_ - ■ W 1P w w W w ww w\ \ w W W w W W W11W w +Ir w W W w W w W w W w W W w w W w W W\ W w w W .L w W W W W w w W w w .,, w w W V, W w W w W w W 111 ' w w w w w w w w w w w w w w w w w W w w W w w w All w w w W 1 z n, •p. i' 4 I I I 4 DEVELOPMENT NOTES: LANDSCAPING' 1. ALL PROHIBITED EXOTIC VEGETATION SFWl SE REMOVED FROM THE SITE AND IT SFWJ_ BE OWNrA1NED FREE OF EXOTICS IN PEIRPETUTY 2. THE PROPERTY OWNER IS RESPONSIBLE FOR REPLiC&WBVT OF ALL DEUR LANDSCAPE MATER[ AAD FOR THE AIAINTENANNCE Or THE REQUIRED IRRKA77ON SYSTEM. 3. CONTRACTOR SHALL REMOVE LIMEROCK IN LANDSCAPE JaANDS WITHIN AND AOUACENT TO THE PARKING AREAS. THESE AREAS SMa W FILLED WITH CLEAN DIRT 4R AS DIRECTED BY THE LANDSCAPE ARCHITECT. 4. ALL CATEGORY' 1 INVASIVE EXOTIC PLANTS AS DEFINED 6Y THE FLORIDA EXOTIC PEST PLANT COUNCIL, SFALL BE REMOVED FROM N77HIN THE PRES'E&E AREA AND SUBSEQUENT ANNUAL REMOVAL OF THESE PLANTS (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 5. ALL EXOTIC 4EGETATION WITHIN THE FIRST 75 FEET OF TIE OUTER EDGE OF EVERY PR_ESF " AREA SHVX BE PHYSICALLY REMOVE•¢• OR CIT DOWN To GRADE AND STUMP TREATED WITH A U.S. EPA APPROVED HERBICIDE WITH VISUAL TRACER DYE INCLUDED, 6. DURING CON5T?XnON, ALL REASONASLE STEPS NE'CF$MRY TO PREVENT THE DESTRUC710I4 OR DAAi GIG OF EXISTING VEGETATION SI -AU BE TAKEN. NO EXCESS SOIL. AODITIDN,AC FULL. EOUIPMENT. LIQUIDS, DR CONSTR-CI70N DEBRIS SHALL BF PLACED WITNN THE DRIPUNE OF ANY VEGETATION 7H47 IS TO BE PRESERVED, OR THAT WILL 9E CREDITED 70WAROS THE REQUIRED LAN=APTNC.. PROTECTIVE WRRIERS SHALL SE INSTALLED AND MAINTAINED BEYOND THE DRIPLINE OF ALL REQUIRED VEGETATION. AND SHALL REMAIN IN PLACE RIR THE DURATON OF THE CONSTRUCTION PROCESS PIASE. 7. ALL VEGETATION THAT IS TO REAWN SHALL BE PROTECTED BY A CONTINUOUS a4RRIER AROUND THE PERIMETER OF THE AREA THIS &1RRNER SHALT. BE HIGHLY VISIBLE AND CONSTRUCTED OF WOOD STAKES SET A A6AY. OF TEN FEET APART: AT A NE7CHT RANGE OF TWO TO FOUR FEET, ALL COVERED CONTINUOUSLY WHIN BRICHTLY COLORED. A4-WEi4THER MESH MATERIAL OR EQUAL. ANY EXIS77MG TREES) THAT WILL. 6E RETAINED OR CLAMEO FOR CREDIT MUST BE BARRrCWED PRIOR TO CONSMUCT7ON. BARRICADES SHALL BE PLACED AT FULL ORIPVNE OR SK (6) FEET FROM TRUNK, WIICHEEER IS GREATER. �NT ZONING FOR THIS PARCEL IS PUD. 2. SITE LOCATE[ W A COASTAL ZONE FEMA nRAI FLOOD 29NE AE (BASE ELEV. AS SHOWN ON PLAN) PER ANAP NUMBERS 12021COF87H & r202ICO191Ii DATED AMY 16 2OF2. 3. THE REVIEW AND APPROVAL OF IMPROVEMENT' PLANS DOES NOT AUTHORIZE THE CONSTRUCT70N OF REOUARED IMPROVEMENTS WHICH ARE INCONS457EW W77H EXISTING EASEMENTS OF RECORD, 4. N,(A7NDIGAP PARKING AND ACCESSIBILITY SHALL BC IN ACCORaWCE WITH THE LATEST STATE OF 11OR04 RFONREMENTS OR THE AMERIGNS WITH 013A&'UNES ACT (ADA) WHICHEVER IS MORE STRINGENT. 5. ALL DRIVEWAYS LANDSCAPING. SIGNS; GRASS, ETC. 5HALL Sr RESTORED TO A CONDITION EQUIVALENT TO PRE CONSTRUCTION CONDITION UNLESS PTHERN7Sf APPROVED BY THE ENGINEER AND COUNTY, S. THE CONTRACTOR SHALL PROWDE 48 HOURS WRI7TEN W77CE TO THE ENGINEER AND TO THE COUNTY PRIOR TO THE FOLLOWING ACrMTIES A. COMMENCEMENT OF CONSTRUCTION S. CHANGES TO APPROVED SCHEDULES C. CONNEC'TON TO EXIS77AG UTILITY SYSTEMS a THRUST BLOCK mPECTnv E. UTILITY SYSTEM TESTING AND NNSPECUONS F. FRENCH AND 84OKPlU COMPACTION ANO DENSITY TESTING G. CURB 7NSTALL477ON H. SUBBASE, R4SE AND PAVING OPERATIONS 4 WATER AAW FLUSHING CHLORINATION AND TESTING J. FINAL INSPECTIONS K. ANY OTHER TE511INC REQUIRED BY THE COUNTY Z THE CONTRACTOR SHALL HAVE ALL EXISTING UTILITY LINES (SPRINT. FPL, WATER, CABLE, SNWTARY, SEWER IRRIGATION FORCE MAIN & ANY OnkRS) LOCATED AND FLAGGED PRIOR TO AAY EXCAVATION. B. CON7WTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO CONS7RUCTON. 9. THE CONTRACTOR 15 REQUIRED TO OBTAIN WRITTEN APPROVAL FROM THE FNGNEER FOR ANY DEMIXNS FROM THE APPROVED PLANS AND/OR SPECIFICATIONS. 1O CONTRACTOR SHALL PROMPTLY REPORT ALL FIELD CRO ES TO THE ENGINEER. ft. THE CONTRACTOR SHALL FIELD VDWY ALL DMENSIONS AND ELEVATIONS PROOR TO COMMENCEMENT OF CONSTRUCTION AND NOT*Y THE EAGINErR IMMED64TE1Y OF ANY REQUIRED PIAN OEK4TIOVS. IZ_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR UAINTAINM TRAFF7C AND USAGE OF THE EXISTING StkrtiS A&ACENT TO TINE PPO"r SITE ALA TRAFFIC "NTEN4NCE CONTROL SMU BE IN ACCORnANCE N'TTH THE FLORIDA Ab1NUAL aF TRAFTIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION. M41N7EhKWF AND UTILITY OPERATIONS. 1,1 ALL DISTURBED PERVWUS AREAS NOT LANDSGAPED SF•6iLL 8E SODDED AND/OR SEf'RE73 AND MULCHED AS DIRECTED BY TILE OWNER OR ENGINIER 14. DIMENSIONS WHICH REF'ERONC£ CURBING ARE SHOWN 10 FACE Or CURB UNLESS OTHERWISE NOTED. 15, ALL CONSIRUCTION METHODS AND M4rD?14LS TO MEET COLLIER COUNTY LAND DEVELOPMENT CODE AND F.D.O.T. STANDARD SPECIFKAWNS FOR ROAD CONSTRUCTION. 1E THE SMRM164" AlIWCZEMENr 15 IN ACCORDANCE AYTTd EXISTING Sr*VD PERMIT 111-01887-P, AS AMENDED. 17. PROPERTY OWNER RESPONSIBLE FOR "VNTEAKNCE OF SURFACE WATER A4V44GEMENT SYSTEM. 76. GROUND OR POLE SIGNS, FLAGPOLES EtLA4R014ALK AND FW#NG PIER REQUIRE A SEPARATE- PERMIT 1 ■ W+1 E a�r 0 50 100 200 SCALE' 1" = 100' NOTE. ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION_ NGVID - 1.22 = NAVD NAVI] f 1.22 = NGVD PARKING CALCULATIONS 1. BUILDINGS 2-4 (NUMBERS FOR EACH TOWER) WEQUIRED• 2 SPACE / UNIT x 120 UNITS = 240 SPACES PLUS CARETAKER RESIDINCE 2/UNIT= 2 SPACES TOTAL REQUIRED: 242 SPACES PROVIDED: FST GARAGE LEVEL = 151 SPACES, PLUS 3 OUTSIDE (154 TOTAL) ❑ SECOND LEVEL = 48 INSIDE, 46 OUTSIDE = 94 TOTAL. (2 HC) 1 VTAL PROVlEOiED = 248 SPACES. &QUDING 2 hfC 2 BUILDING 5 2EOUIRED: 2 0P1kCC r VW7 X T OP UNArS - 204 Vr ACC. - PLUS CARETAKER RESIDENCE 2110dff= 2 SPACES TOTAL REQUIRED. 2OB SPACES ,PROVIDED: FST GARAGE LEVEL = 151 SPACE'S, PLUS 3 OUTSIDE (154 TOTAL) SECQNO LEVEL = 48 INSIDE, 46 OUTSIDE = 94 TOTAL, (2 HC) 07AL PROVIDED - 248 SPACES INCLUDING 2 HC TRASH ENCLOSURES BUILDINGS 2-5 IN7-EFU4L GARAGE PHASE 2-6 SUMMARY 3358 / PG DESCRIPTION9' TOTAL QF TOTAL r rA Ph1A - 6 OEk EL T 1005 1 BUILDINGS Z29 AC 36.9,T PAVEMENT WALKS 1.53 AC 8.17- .17POOL POOLDECKITENVIS COURT 9 AC 0z LAKES 9 AC 09' TOTAL IMPERIIDUS 8.73 AC 45.0% UPLAND BUFFER 1.85 AC 9.5X OTHER OPEN SP4CE' 1 8.65 AC 45.5X TOTAL PERVIOUS 10.72 AC 55.09b This item has been electronically signed and sealed by John R. Musser, P.E. on 5/4/17 using 3 SHA -1 authentication code. Prlited copies of this document are not considered signed PHASING NOTE.' and sealed and the SHR -1 authentication code must be verified or any eleckrvnic THE FOLLOWING DEVELOPMENT SUMMARIZES PHASES 2-6: copies. PHASE WC7RIC 2 TOWER 2 WITH UPLIPES; DETEN77ON AREA 81 3 TOWER 3 WITH PE -'z Y'3 4 TOWER 4 WITH UTIL171ES -- FUTURE (NOT INCLUDED)) 5 R 5 WITH UT]IL Allip DET AREA A5 6 (OPTIONAL) OPTIONAL WEST PATHWAY, BOARDWALK, AND FISHING PIER AL NOTE. - PRESERVES HAVE BEEN RECORDED UNDER THE FOLLOWING O.R. BOOKIPAGES.• 0. R. 3358 / PG 0350 0. R. 5122 l PG 1005 0. R. 3279 PG DIS 71 FOR ADDITIONAL PRESERVE INFORMATION, REFER TO PRESERVE MANAGEMENT PLAN ARBOR TRACE (pip) PHASE 2-6 Co ler County Reviewed and Apprcved For Permit Issuance PL21016000?•?42 0511112017 NOTE. FOR CLEARING LIMITS, SEE SHEET 2. NOTE. • NO PERIMETER FENCE IS PROPOSED. P�°g, jot t onul��,a�°51st r. THE OUNES (PUD) L�t�t•1 !R FALL 'J[; i" O4 WVg,ns Pass Road gni �y;y9�P�JDI ADJACENT ZONING MAP a G a w Q U 4 W � zi 2 8 , W W c7 a O C5 a 3 3 3 ry N � e :05 t: R ° rp R°o 0. 00 0.17 oa rg 10 n® v o v q 4�, c .1111 a L7�� V a H 4V i� :i D • � ❑; J ,W icl �•ro Leofop► a�' o LQ U3 _4 �Q •� e Q b CD v v r� w o •�I Z o *' to lti y V a r ) 0 �n84 C7 04 0 0 fl 2 N O •9 N a 6 L to U_ C] C t37 � LU , v Elty Go C 0 0 PR41= No- 1408 MCAD NO: 1408-Ph2-65OP-SP Sheet No. 3 15 of � r 1 ExrsnNG TEMP CONSTRUcnvN ACCESS PROV'DE (2) CONSTRUCTION �J ACCESS ONLY" SIGNS. I �F;�g0� eleY1zex 11717177,77;7_f r J r 1 r,/ J, ,/r f l f z .'f z'/IzZ'z'f, z fZ'Z/1Z'�zZ/�Z'Z%r/1zZ/Z/zZ/Z'/z'f, r ! / r r ! /7/7,77 f J r r r �f/ref/f//f�I/{�f/�f/r�///f�//r�J/r�///!/r'//r�//r�//lel/ref/rel/`�J/ref/r�l�!%flr�,/r/rfrffr/r/f/!?�r 1r f//r/r//!/IJ�r/"f/IZ J/{J1Z/rf,/r1Jff.fIZ/'ZI rr r! Z' r r !r/rf,/f/f///r/r//ff/ZZZ//!1//Irlf/rlrfr —__r..__—_—__ _----_- _-- J - 9--- — — — -Z— ______&Y1ST1NG DRY DE7FNTION A— r— — — — — - - _.... BOTTOM EL 7.0 w ..._ ------------ •— " _ _ _ — —� t— -- `—h — — — — — — — — — —r — — rs _ I .-_____------- TENNIS �PHASE LINE EX15T 10' WRIER � � � T RTF , � (TYPICAL) (CL200 PVC) MAIN I '- #�-,-{i } ,-� IN C. U. E. I I � M W W - TOWERS 4&5: I- � -11 0. 1 r,- i I I �IAINTENANC� f FIRE DETECTOR CHECK l MI I '} r ASSEMBLIES & DOMESTIC I I E 1 - - -�-1 ----- -- I I j 1: 11 r. 1 WATER METERS (SEE SHT 9) I gI_LJ MqI, i -1 I� 1 0 ki - Mf s -�� I Z EX TING DRY DEiE�VT10N A-3 EM r 19IEST COTTAGES �27�vrrvM EL arX41 _ULT �i�Ti1 I I \ i �� #L 43 42 313.32 �� 3 �2 � �l �3 72 - I I � + � � I C] ❑ T� BLDG #5 17 Stories �/� �- 1 PAR 1! �G EL. i fy C� \ $ti EXIST. 10 " WATER n�.. I �"`, i I I J� I ❑ I MIN. F.F.E. . / �, ` , (NL200 PVC) MAIN .. -� J L - - - G�� I r L_ - - J L - - 22.0 1 . C - �- - r ` �y f T - - `.� U �. NN yy -} I P OPOa ED DRY EN770 -S1+ �►' ` :���� ���� ,, �, ��� - �.T r0.9 1 - -fL I i I �i I �' I� ❑ 1 r ' '� a`� Ex157 S' PVC BO MA f 7 - ����� 1 �� ��� f J. FIR IN -I _— �y I J i I r + II 2 Stories r� �� r -% I , , i �.. - �- _ - r r I I j II AR�INO� , L-�� • �4 �7 r� �l - _ ~_ - _ - -�- I r_ ' �Ii1_ X, �,l-------,� `.�".� -FUTURE PHASE I I I . >•� SNOT INCLUDED}r• l{l II - - - --.� I , "I I Al i I BLDG #4 L -1 I I r:'I-FJ 1 t 1 f w w ry Q w w w w �� ��O• \ /k -, �' I {} Sl, { CLUBHOUSE I j 1 t I Ili I I w w w w w w w w w ` %�� ] I EXIST. 8' r 1 1 / � '� /r I I CL200 PVC "L - - - - LLL ! 1 I I l w w w w w w MIN. 15'' j ' 1 • -` li 1I i WATER MAIN ti w w w BUFFER w w , � 3 t Ill } C- U.E w w w rr— s,L.J r —i w w w w w" w w w w w w ti• ! i4 _ • If { I POOL n w w w w w w LIMITS OF PHASES 11-V1 LJ �13aOL I I L I1 I I I— — Al rl w w w w w w w w w w w I ' w w w w w w w w w w w r TOWER J. L — J I I _I I I I 1 1{ 1 1 FIRE DETECTOR CHECFC 1 I w w w w w w w w •LIMITS OF w RY I • ; �1 I { t ASSEMBLY &DOMESTIC • �—�—{ � — r L J y;, • ` ' � \ I I I I I w w w w w w w w w WETLAND IN -41 w `•. COnISE17VaTION W4T,ER METER (SEE SHT 9) w w w w w w w J w w AREA W W w w w w w w w w w w BLDG #.3 w w w w W W W w w w w w w w w W u w 1i1 1 j I r. w w w w w w w w w w w w w / 9 II I I io 1 1 I I w w w w w w w w w w w y- w w w w w w w w w w w w w 20 4torfes I Il 1—ExIST. 8" PVC ,ARKING EL. w w w w w w w � w - 11 II I SANITARY SEWER IN •t+�0 t w w w w w w w w w w w MIN. F.F:E Ili t l CUE (TYPICAL) G w w w w w w w w w w w r, '" 22.0 III II I d w w w-'14SPNALTAMUCIT SUSS ' 35' BUFFER y 111a �� II 1 �� C] vp 11% G��� AVERAGE 25 lir( q +: Fz w w w u pgTjy w w w w u� � w w w 41 w w w w w w III � II 1 1 j • JQ r >��D w w �. w w w w w w syr 11 I l tt II ro (BEGIN, OP77ONAL a EXISTING LAKE A-2 1 11 w 1 vr� w w W �Ic W W C.E=6.0 w w w w w w w w PHASE 6 ASPHALT TOWER 2:5.69 Ac.-EMULTI-USE PATH 1 I MHWC y w w w w w �I} { 4 i FIRE DEFECTOR CHECK I 1 I 41 R ASSEMBLY & DOMESTIC I M. w w w w w w ,i, y 40POSED DRY DETEN ION 8-1 � } X11 t; WATER METER (SEE SHT 9) j l BOTTOM EL 5.0 i EX. FIRE HYD I } l w w w w w w w .� 0.8 AC. -b \ f PHASE LINE I y w w w w w w / T I 1 1 EXISTING W W w PARKING S N IS ��� 6" FORCE MAIN SECOND FLOOR OVER ' k w t w w w w w w w w FIRST FLOOR PARKING w j w W w w w w w W w G.4RAG (� � � � � � � � EXIS77NG LIFT w/ w w W w w w w w w STATION 1 - w w w w w w w w w w IL w w w w w w w w w w w i w w w w w w w w w w w r w ` xJ w w w w w w w w w+ w w w w / EXY4H13 l I 11 w w w w w w w w w w r w w AVERAGE / w NV w w w w w w w w w .1, I 25' BUFFER w 1 •- w w w ,i. w w w w w w w w w J � I £XArHr � �� _� �� I } i ` w w w w w w w w w w w I.L. LDG #2 /JfJ/rrr w rrr/rf w w W i /TETTE!! f w w w r / w w �, rrfrrrrrr ! !rrlrrlrr!!r � rf J!lJfrfr/rr/ rJrk /Jr//! rf/4 /rJ f f , Jar 1 '1 1 l � t � �l � I 1 I l � � I � I I { € I I y I I �I I I I I I I I € I I I I yl I I y I I ! I �I I } I I I I I � I I 1 � I I I I f 1 � I I f II I I + I � I Ili € I 1 [ I 1 I I I I I I I I I I l 1JI I II JAI i !I I I w w w w w w w w w w w w w 20 Stories • ,y w w w w w w w w w w w PARKING EL.% \�� EXIST. 8' 1 11 'I II = 11.00 ! /\ ■ CL200 PVCj w w w11, w w ,y w MIN. E ;1 ]` WATER MAIN �I r i •� // � 11 I I I I yr w w w w w w w w w w w w w w w w w w w w w w w r I w w w w w w W w W w �Y w w w w w w w w w w w w w w X1 0 \ ExISlTNG LAKE A-1 I w w w w w w w w w w w- C.E.=6.0 I W W w w 41 w W w w W w w •v W W 2.31 Ac. -t w w w w w w w w w w w u w w w EXISTING DRY DETENTION B—Z ` BL DG f II 1 w w w w w w w w w w w w w w w w BOTTOM EL 5.0 I w w w w w w w .y w w w w w MIN. 15' G• 6 AC. r 1 I w w w w w w w w w w w w w w w BUFFER w y � PARKING EL, / r w W w w w W W w w w w 1 w w w 11.00 / l w w w w w w w w w w w w w w w w 4• w �11N F. E _ _t w w w w w W W w w w w 14 w w w w ww w w � 1 I w w w w w w w w w w w w w w w w w r l■ END, OPTIONAL " w w w w w w w w w w w w w ti, w w w w k PHASE 6 ASPHALT,,v w w w w H E PATH - / �► w w w W w w w w w w w w w w w w v w T w w w w w I w w v w w w w w w w w w v i w w w -434' BUFFER w w w w w w w w w w w w w w w w y w AVERAGE 25', w w w w w B' , } 4 1 ,I, l w w w w w w w w w w w w w w w w w w w w w w w w w w w ,V' w w w w w w w w W w 1, w w w W w w 4 4- w w W w w w �• w w w w w w w w w w w w w w w w w w w w w w w w w it w W W w w w W W w K' W w w w w■ w w .r W w w W w w UTILITY NOTES: I. ALL WATER D'SMBU77ON SYSTEM CONSTRUCTION IVA TERMLS AND METHODS SHALL BE IN ACCORDANCE WITH APPLICABLE COLLIER COUNTY UTILITIES SPECIFICATIONS. 2. ALL SEWAGE COLLECTION SYSTEM CONSTRUCTION U47-CRIALS AND METHODS SHALL BF lhr ACCORDANCE WITH APPLICABLE COLLIER COUNTY UTILITIES SPECIFICATIONS. J. ALL ON SITE WATER AND SEWER SHOWN INSIDE A COLDER UTILITIES EASEMENT (C U.E.) SHALL BE OWNED AND MNNTAINED BY COLLIER COUNTY UTILITIES ALL OTHER SITE WATER AND SEWER IS TO BE OWNED AND MAINTAINED BY THE PROPERTY OWNERS ASSOCIATION. 4. THE LOCATION OF EXISTING UTILITIES HAS BEEN PPEPARED FROM THE MOST RELIABLE INFORMATION AVAILABLE TO THE ENGINEER. THE INiORMATION IS NOT GUARANTEED, THEREFORE THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL UTI.'JTIES IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 5_ TNF CONTRACTOR IS RESPONSIBLE FOR REPAIRING ALL UTILITY LINES AND SERVICES DAMAGED DUPING CONSTRUCTION. INCLUDING IRRICATION LINES AND SERVICES. THE APPROPRIATE UTILITY SHALL BE NOTIFIED OF ALL a4MAGED LINES PRIOR TO REPAIR. AL+. NECESSARY REPAIRS SHALL BE PERFORMED IMMEDATELY UPON a4MACE OF UNE S. ALL UTILITY CONNECTIONS SHALL CONFORM T4 THE STANDARDS AND REQUIREMENTS OF THE AGENCY HAVING JURISDICTION OF EACH INDIVIDUAL UTILITY LINE • THE UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBANCES OF NATURAL USGETA770N. SPOIL FROM TRENCHES S)t4LL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY TPE ENGINEER OR COUNTY. THE CONTRACTOR SHALL NOT REMOVE OT DISTURB ANY TREES OR SHRUBS WITHOUT PRIOR APPROVAL FROM THE ENGINEER OR THE COUNTY. 8. ALL CONDUITS REQUIRED FOR U77LITY 1NSTALLATI0AS SHALL OF INSTALLED PRIOR TO STREET/PAVEMENT CONSTRUCTION. 9. SITE UGH77NG SHALL BE PROVIDED, AS RECUIR£D. T O.COLLIER COUNTY SHALL BE GIVEN 48 HOUR N077L'E PRIOR TO ALL REQUIRED SITE INSPECTIONS IN ACCORDANCE WITH COLLIER COUNTY STANDARDS AND PROCEDURES ORDINANCE ScCTION 9.4.2. 11-CONSTRUCTION—RELATED INSPECTIONS, WHERE APPLICABLE, S14ALL INCLUDE. Bur NOr 82" LIMITED TO, THE FOLLOWING: •A) HOT 14PS TO POTABLE WATER LINES LARGER THAN 6' AND WASTEWATER SYSTEbS LINES GREATER THAN 4". B) MASTER METER AND BYPASS PIPING - 'C) JACK & BORE CASINGS. 'D) PRESSURE TESTS. -E) rNF1LTRAT1ON/EX(7LTR4TION TESTS. 'F) LIFT STAT70N INSTALLATION, PRIOR TO COVER-UP AND START-UP. 'G) LIFT 5TAnON START-UP. ■H) LAMPING Or SEWER ONES. -1) PIGGING AND FLUSHING OF WASTEWATER L19a, FORCE MAINS, POTABLE WATER MAINS ANO NON-POTAOLC lrrMCATfON CkJ=_.a N07r• RILL DORC r"1LjzY11NG ANO rVCCI,VC OF POTABLE WATER LINES NEED ONLY WArR DEPARTMENT INSPECTION, J) TELE E)ON VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUC17ON AMC THE WARRANTY PERIOD (7N—OFFICE REt7EW ). •K) CONFLICT CONSTRUCTION. 'L) CONNECTIONS TO EXISTING POTABLE WATER, NON -POTABLE IRRIGATION WATER ARD WASTEWATER SYSTEMS. 'M) B" DIAMETER OR LARGER CASING INSTALLATIONS. N) OTHER SPECLAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIVE OF CONS+RUC77ON DOCUMENT APPROVAL. 'O) CHLOPIMnON OF WATER LINES AND REFLU5HING OF LINE AFTER CHLORINATION (NEEDS ONLY WATER DEPARTMENT INSPECTON ONLY). 'P) rNSTALLATION OF TEMPORARY METERS/BACKFLOWS. -0) BACTERIOLOGICAL SAMPLING (NEEDS WATER DEPARTMENT INSPECTION ONLY). •R) NOT TAPS TO ANY WATER CONCRETE MAIN_, PRESSURE TESTS ON LINES 20' AAD GREATER, AND CONNEC77ONS TO EXISTING POTABLE SYSTEMS GREATER TMN 12" NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND CDES.' S) FIRE x7OW TESTING. AN INSPECTOR ON BEHALF OF THE COUNTY OR O7HrR QUALIFIED EMPLOYEE OF THE COUNTY MUST BE PRESENT DURING INSPECTIONS MARKED WITH AN ASTERISK. 12. ALL COSTS AND EXPENSES OF ANY AND ALL REFAIRS, REPLACEMENTS, MAINTENANCE END RESTORATIONS OF ABOVE -GROUND IMPROVEMENTS PERMITTED WITH A C.U.E. SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. FIRE FLOW CALCULATIONS - PHASE 2-5* 0 MULTI -FAMILY BUILDINGS (TOWERS 2. 3 AND 4) 20 STORIES RESIDENTIAL OVER 2 STORIES PARKING; CONSTRUCTION TYPE 1-A. BUILDING WILL HAVE SPRINKLER SYSTEM -3 LARGEST CONTIGUOUS FLOORS: CdTCH BASIN 1st FLOOD GARAGE 78,466 2nd FLOOR ENTRY/GARAGE ENCLOSED SPACE 37,505 a 1st UNIT LEVEL J4,181 TOTAL 150,152 S. F. MIN. FIRE FLOW = 4000gpm x 25,= 1000 GPM (AT EACH BUILDING) INERT • MUL T]I—FAYIIL.Y BUILDING ,(TOWER 5j REINFORCED CONCRETE PIPE 17 STORIES RESIDENTIAL OVER 2 STORIES PARKING; CONSTRUCTION TYPE I -A. • • BUILDING WILL HAVE SPRINKLER SYSTEM --3 LARGEST CONTIGUOUS FLOORS: SWALE 1st FLOOR GARAGE 78,456 2nd FLOOI? ENTRY/GARAGE ENCLOSED SPACE 37,505 z� 1st UNIT LEVEL 34,181 TOTAL 150,152 S. F. MIN, FIRE FLOW = 4000gpm x 257= 1000 GPM AVAILABLE FIRE FLOW rest Dote: 05/27/16, Static Pressure = 87 PSI Measured Flow = 1,957 GPM 9 70 PSI Residual Calculated 20 PSI Residual Flaw = 4,104 GPM 0 20 P51 PHASE 6 IS OPTIONAL PATHWAY / BOARDWALK, AND NOT INCLUDED IN FIRE CALCULATIONS. PHASING NO TE. THE FOLLOWING DEVELOPMENT SUMMARIZES PHASES 2-6. PHASE WM 2 TOWER 2 WITH UTILITIES, DETENTION AREA B1 3 TOWER 3 WITH 'TIES a 4 TOWER 4 WITH UTILITIES -- FUTURE (NOT IN -LUDED) 5 R 5 WITH UTIIL AND DET AREA A5 6 (OPTIONAL) OPTIONAL WEST PATHWAY, BOARDWALK, AND FISHING PIER 9 Q A 0 50 100 200 SCALE: 1'* = 100" NOTE. ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED- FOR CONVERSION: NGVD - 1-22 = NAVD NAVD + 1.22 = NGVD PHASE 2-6 SANITARY SEINER SUM NARY: Phase 8" MH's 2 58 2 3 15 1 4 119 2 5 29 1 Tota I s: 221 LF -8" PVC GRAVITY SEWER, 6 MANHOLES NOTE: ALL 8" GRAVITY SEWER MAINS SHALL BE ATA MINIMUM OF 0.40% SLOPE. This item has been e I 3ctronica I I y signed and sealed b John F. Musser, P.E. on 514 / 11 using a SHA -1 authentication rode- Printed copies of this document are not considered signed and sealed and the 51A-1 authentication code must be verified on any electronic copies. w,gq,rrs Puns Rand W E S KIi: I' :VLA I' (N,T.5.) Collier County Reviewed and Approved For Permit Issuance PL20160002242 0511112017 LEODYD 7' EXISTING GRADE DESIGN GRADE CdTCH BASIN M MITERED END ° HEAD WALL CONTROL STRUCTURE U.S. UPSTREAM D.S. DOWNSTREAM INV. INERT RCP REINFORCED CONCRETE PIPE --t" SURFACE FLOW DIRECTION • • PHASE LINE ,Q SWALE 25 YEAR BERM �•••-� • • • •�■ LAKE EDGE Collier County Reviewed and Approved For Permit Issuance PL20160002242 0511112017 a 3 3 .0 F, �' w°a r, r, R ° c �O rx 0.g II Q d .4 ,Q e b O Q: v v z�®vo., ♦� w U cry tr o vata LZ yIJI#1 1# 1111 a a .0 F, �' w°a r, r, R ° c �O rx 0.g II Q d .4 ,Q e b O Q: v v z�®vo., ♦� w U vata LZ yIJI#1 1# 1111 a 'C4 04 a Ca N c.0 +ir C) 2 N •9 C LO LL- C co C77 LU 41 D 0 U C 0 PROMF No. 1408 ACAD NO, 140$-Ph2-fiSDP-SP Sheet No. 4 of 15 c rx .4 ,Q e b O Q: v v ♦� w U 'C4 04 a Ca N c.0 +ir C) 2 N •9 C LO LL- C co C77 LU 41 D 0 U C 0 PROMF No. 1408 ACAD NO, 140$-Ph2-fiSDP-SP Sheet No. 4 of 15 r r r r r r r r r r r r r r r r r r r r r SLOG F5 WA VC I0 4n % CJ ! _--__ -_- _--_--_ r ------,_ — _ -- DETENTION AREA ---»------- — AR 5282 w SECONDARY 8" DR T 4 PVC FIRE LINE FDC BLDGJ5 TO PUMP ROOM- STU f I m, UP I' ABOVE F FLR I I / / FF®� --- r1 I �- rIm Ex15W FIRE HYD 6" FDC IN _ _ 4S (WICAL)f T , I T r TENNIS I =7 j s C cx I / : i I VALVEuRT 1 1 / 0 a s 0 � z d r 1 1 / 0 25' P r. v. , / ��� I � PHASE � I I �P� I Ets�H"V.v. 1 1 1 l i � � � �I 780 w I �� �� I i {♦ EXIST. 8" GV (FIRE). INSTALL 8" IC- I I 1— BSP �/ `� I 4 I +� COMPACT FIRE SYSTEM DETECTOR L� PRIMARY r i 1 CHECK ASSEMBLY (COUNTY DETAIL FDC BLDG4 EXMH6• „ I 11 W -11A) � I + X11 I I { EXISTING 6" G.V. / STUB—OUT jB 'EWER l i ■ `; Il I Ij (DOMESTIC) - - - - - - - - - I- _� �INl� METER (SEE NOTE) ' - ••� -_ rD BLDc. r MHT '-� I i ` _ ` -� 41 r- 45 F ` EXIS'7NG 1 O" DR T 4 PVC 1 ■ L 4� K �" - I L - \ WATER MAIN IN 1 ' U.E. Dom' DETENTION �` '� C I to IT �•� �• AREA I u %��L--J�� \ , I 8' DR14 � FIRE LIN EXIST. 8" GV (FIRE). INSTALL 8" fi " DR 14 PVC ' _ COMPACT FIRE( SYSTEM DETECTOR POTABLE LINE ti 1►ECiC ASSEMBLY (COUNTY DETAk .' EXMN.3 + /'I► -R,4Ni i` EXMN7 ` ti �w A) , \ r l . 6 G.V. EXISTING s" G.V. f STUB -OUT 1 `\ ti (DOMESTIC) 1 \ \ INSTALL METER (SEE NOTE) �/ . ECON RY �'� ■ BL 4 \ \ \ \ 100 ® ' 6" FDC LINES ool 6" DR14 PVC rBo w � \ � d,`ti 44 � < �i / \ \ EXIT FIRE HYD .0 �i \ \ (TYPICAL)100 1 �� ■ d'° ■�� ,PRIMARY ,\,■ �\ \\\ ��,1'� ',1 ■ ,� - _ `` \ \ 1 ` \ ■ 8" DR r 4 PVC FIRE LINE \ ■� \ ■�� ]� J PUMP ROOM- S7iJ9 I/-. �, ��\ ,� <� �f UP 1' ABOVE FIN FLR ■, �1� ,� ■, 1 1 1 J�� =� �. (_ \, 1 1 } , 1, 11 111 1 f (-) X > L i - - = �I 1 v� EXIST FIRE HYD < < •'� ��; -� ,� (TYPICAL)- �� - ---------rte - - --------- . 1 r\ 1 1p 1 EXIST 8" DR 14 PVC WATER �1 1 MAIN IN 15' C. U.E. . 1 ■ ] y� ` .. I „ t ` �Irlh+ 1 ! -r Ca} (NOT INCLUDED) -,0 BLDG ` ,, . ,� ■ { , s' } II { { 4C C } I { I 11 } I EXISTING 8" DR 14 PVC - } 1 WATER MAIN 1N r5' C. U.E. ly MIN. r5 ' BUFFER 400 100 Is r •� \ .-_�� � I � 1+ { Iti � � � �� 400 00 oo40 AVERAGE 25' �� \(f \V BUFFER Li 100 TIn \V LIMITS OF �` f ! TCH INE — SEE SHEET 6 WETLAND CONSERVATION AREA SECONDARY { { } } 1 { f I EXIST. 8" GV (FJRE). INSTALL FDC BLDGf3 f } i I { y COMPACT FIRE SYSTEM DETEC PRIMARY CHECK ASSEMBLY (COUNTY E FDC BLDGI3 } } y i~]1 l y �,, 1+-1 TA) B" FDC LINERS 1 I f { E\XIS77NG 6" G.V. / STUB -O[ a" so - { { } { (DOMESTIC) } INSTALL METER (SEE NOTE 6' DRY 4 PVCexsr { .- i I 1i V mss• I� I 1 i ! t EXIST FIRL' HYD ; 0 20 40 80 SCALE 1 " = 40' N OTE. ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION: NGVD -1.22 = NAVD NAVD + 1.22 = NGVD o County �r Reviewed and Approved For Permit Issuance PL20160002242 0511112017 This item has been electronically signed and sgale b John R. Alusser, P.E. on s7 4 1� using a SHA 9 authentication code. Printed copies of this document are not considered signed and sealed and the SHP-1 authentication code must be verified or any electronic copies. FIRE SYSTEM NOTES: 1. A SEPARATE PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF ANY FIRE LINE. 2. INSTALLAT70N OF ALL UNDERaROUND FIRE LINES SHALL COMPLY WITH THE NEPA 24. J. UNDERGROUND FIRE LINES PROM POINT OF CONNEC77ON 70 ONE FOOT ABOVE FINISHED FLOOR (TO LOCA77ON OF RISER) SHALL BE INSTALLED HY AN APPROPRI47FLY CER77FIED FIR!_ SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633-334(3) F. S. 4. FIRE LINES UNDER DRIVEWAYS AND PAVEMENT SHALL BE BURIED AT A MINIMUM DEPTH OF 3 FEET IN ACCORDANCE WITH NFPA 24. 0 z 0 v W I 0 U Q a W � � � J m o 3 3 3 IS ° 3 b .0 F, Z'o f: rl_ R ry ° p - � U spa o a q a � � 25' P r. v. , / ��� I � PHASE � I I �P� I Ets�H"V.v. 1 1 1 l i � � � �I 780 w I �� �� I i {♦ EXIST. 8" GV (FIRE). INSTALL 8" IC- I I 1— BSP �/ `� I 4 I +� COMPACT FIRE SYSTEM DETECTOR L� PRIMARY r i 1 CHECK ASSEMBLY (COUNTY DETAIL FDC BLDG4 EXMH6• „ I 11 W -11A) � I + X11 I I { EXISTING 6" G.V. / STUB—OUT jB 'EWER l i ■ `; Il I Ij (DOMESTIC) - - - - - - - - - I- _� �INl� METER (SEE NOTE) ' - ••� -_ rD BLDc. r MHT '-� I i ` _ ` -� 41 r- 45 F ` EXIS'7NG 1 O" DR T 4 PVC 1 ■ L 4� K �" - I L - \ WATER MAIN IN 1 ' U.E. Dom' DETENTION �` '� C I to IT �•� �• AREA I u %��L--J�� \ , I 8' DR14 � FIRE LIN EXIST. 8" GV (FIRE). INSTALL 8" fi " DR 14 PVC ' _ COMPACT FIRE( SYSTEM DETECTOR POTABLE LINE ti 1►ECiC ASSEMBLY (COUNTY DETAk .' EXMN.3 + /'I► -R,4Ni i` EXMN7 ` ti �w A) , \ r l . 6 G.V. EXISTING s" G.V. f STUB -OUT 1 `\ ti (DOMESTIC) 1 \ \ INSTALL METER (SEE NOTE) �/ . ECON RY �'� ■ BL 4 \ \ \ \ 100 ® ' 6" FDC LINES ool 6" DR14 PVC rBo w � \ � d,`ti 44 � < �i / \ \ EXIT FIRE HYD .0 �i \ \ (TYPICAL)100 1 �� ■ d'° ■�� ,PRIMARY ,\,■ �\ \\\ ��,1'� ',1 ■ ,� - _ `` \ \ 1 ` \ ■ 8" DR r 4 PVC FIRE LINE \ ■� \ ■�� ]� J PUMP ROOM- S7iJ9 I/-. �, ��\ ,� <� �f UP 1' ABOVE FIN FLR ■, �1� ,� ■, 1 1 1 J�� =� �. (_ \, 1 1 } , 1, 11 111 1 f (-) X > L i - - = �I 1 v� EXIST FIRE HYD < < •'� ��; -� ,� (TYPICAL)- �� - ---------rte - - --------- . 1 r\ 1 1p 1 EXIST 8" DR 14 PVC WATER �1 1 MAIN IN 15' C. U.E. . 1 ■ ] y� ` .. I „ t ` �Irlh+ 1 ! -r Ca} (NOT INCLUDED) -,0 BLDG ` ,, . ,� ■ { , s' } II { { 4C C } I { I 11 } I EXISTING 8" DR 14 PVC - } 1 WATER MAIN 1N r5' C. U.E. ly MIN. r5 ' BUFFER 400 100 Is r •� \ .-_�� � I � 1+ { Iti � � � �� 400 00 oo40 AVERAGE 25' �� \(f \V BUFFER Li 100 TIn \V LIMITS OF �` f ! TCH INE — SEE SHEET 6 WETLAND CONSERVATION AREA SECONDARY { { } } 1 { f I EXIST. 8" GV (FJRE). INSTALL FDC BLDGf3 f } i I { y COMPACT FIRE SYSTEM DETEC PRIMARY CHECK ASSEMBLY (COUNTY E FDC BLDGI3 } } y i~]1 l y �,, 1+-1 TA) B" FDC LINERS 1 I f { E\XIS77NG 6" G.V. / STUB -O[ a" so - { { } { (DOMESTIC) } INSTALL METER (SEE NOTE 6' DRY 4 PVCexsr { .- i I 1i V mss• I� I 1 i ! t EXIST FIRL' HYD ; 0 20 40 80 SCALE 1 " = 40' N OTE. ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION: NGVD -1.22 = NAVD NAVD + 1.22 = NGVD o County �r Reviewed and Approved For Permit Issuance PL20160002242 0511112017 This item has been electronically signed and sgale b John R. Alusser, P.E. on s7 4 1� using a SHA 9 authentication code. Printed copies of this document are not considered signed and sealed and the SHP-1 authentication code must be verified or any electronic copies. FIRE SYSTEM NOTES: 1. A SEPARATE PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF ANY FIRE LINE. 2. INSTALLAT70N OF ALL UNDERaROUND FIRE LINES SHALL COMPLY WITH THE NEPA 24. J. UNDERGROUND FIRE LINES PROM POINT OF CONNEC77ON 70 ONE FOOT ABOVE FINISHED FLOOR (TO LOCA77ON OF RISER) SHALL BE INSTALLED HY AN APPROPRI47FLY CER77FIED FIR!_ SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED IN 633-334(3) F. S. 4. FIRE LINES UNDER DRIVEWAYS AND PAVEMENT SHALL BE BURIED AT A MINIMUM DEPTH OF 3 FEET IN ACCORDANCE WITH NFPA 24. 0 z 0 v W 0 U Q a W � � � J m o 3 3 3 IS ° 3 b .0 F, Z'o f: rl_ R ry ° p - � U spa o a q a � � w142- � � 4 O fj /moi --- - • • , r a; [� ti DIMRp cel '. V, ``' � Ilii oa o � N o F` q �• 4 O Q) v v Q r� w j I 0C* 0 a L" -4 - if No 0 N Q 02 C14 t� a LO t� [] c QX CO t ❑ ilr� U C y go U V PRAI= No. 1408 Ian nre: 1408-Ph2-650P-SP Sheet No.6 115 of \1/ �r \y 15' I ,�1 40' BUFFER AVERAGE 25' w � MIN. BUFFER � \d/ VA TCN LIINE r_ � W� BLDG #3 — SEE SHEAT 5 i� � � I i tii Imo" 14, 1 f I 1 4 1 f y ll yl � r 11 SECONDARY f f I y i f f EXIST. 6" GV (FIRE). INSTALL 6" FDC BLDGjf3 f f I I y COMPACT FIRE SYSTEM DETECTOR PRIMARY 1 } ff 1! i f CHECK H ; TK)ASSEMBLY (COUNTY DETAIL FDC BLDG#3 y �` I 6" FDC LINES 1 , y t l ~ f �� EXIS77NG 6- G.V. / STU3-OUT 6=90 — y ` (DOMESTIC) f1 y y INSTALL METER (SEE N07E) y 7 6' DRi 4 PVC t4- I l y 11 EXIST FIRE HYD h ' I I 1 y!! (rYPCAq f + BPw f l y T y I! 1 UI! ' I 8 1RD 4 PVC FIRE LIA'E TO PUMP ROOM-- STUB 'H19 I I UP 1' ABOVE FT FLR �8;��� DG. n1 Q! I 111 j I r 1 f , ± I I t EXISTING 6" DR 14 PVC l y III WATER MAIN IN 15 C. U.E. I I � I IIS I I 1 Now t I I I I y I t I I I � II II I r I I fl I 1� f I yl II {I I 1 I f I o f 11 SLOG #2 t\ I I y II I I 1 I EXIST 8" GV (FIRE). INSTALL 8" COMPACT FIRE SYSTEM DETECTOR PRIMAR f 1 f 1 CHECK ASSEMBLY (CL'UNTY DETAIL JW'FDC 6FLDG1 2 � 1 I l l 1 1 W -11A) II I i Ill I tIS77NG 6" G.V. % 5E ONDARY I y SST UB -OUT (DOMES77C) FDC BLDG12 I y IN�7ALL METER (SEE 1 11, NOTE) Fe I ` , 1 EXIST FIRE HYD 6" FDC LINES .4045' 6" DR 14 PVC I / -4 1 EX P'l 1 (TYPICAL} B O w/ MN20, EXIST 6" C 1 MAJN IN 75' MH21 6' DR 14 PVC FIRE LIN TO PUMP ROOM- STUB S77J TR , • ,\ UP 1 ' ABD'I FIN TO B \ _ - yc _ — ✓ E EXIS77NG LIFT STATION IN C.U.E.` (PHASE 1) — T_ - — — - --.:� C�� rrrrrrrrrrSr �,�■ �� � II I i� '0* s 1 r�� I/ r V f y f BLDG v a� f 8' COMPACT FIRE SYSTEM DETECTOR CHECK ASSEMBLY (COUNTY DETAIL W -11A) 8" PVC DR -14 FIRE LINE TO PUMP ROOM DOMES77C WATER MET METER TO BE SIZED COUNTY UTILITY AND CONTRACTOR WITH TE T(PICAL TOWER DOMES KIFIRE ASSEMBL Y _L1 YOUT DETAIL SCALL'. I"_10' NOTE: LAYOUT SHOWN 15 FOR TOWER f2, EUT CONFIGURAFX)N IS TYPICAL FOR TOWERS 2-5. WATER METER NOTES. 1. WATER AND IRRIGATION METERS TO BE SIZED BY COLLIER COUNTY UTILIT'ES. PUBLIC UTILITIES SHALL INSTALL SERVICE LEAD, METER BOX, AND METER FDA WATER METERS 2" AAD SMALLER. 2. LANDSCAPIPIG SHOULD WRAP AROUND METER ASSEMBLIES. IF LANDSCAPIA'G IS DISTURBED DURING M41NrENANCE OF METER ASSEMBLY, IT SHALL BE RESTORED WTH NO RESPONSIBILIT,' TO COLLIER COUNTY, ALL PLANTINGS SHALL BE MIN. 3' FROM WATER METER BOX, J. AT TIE-IN POINT, U77LIZE A GAP CONFIGLRATION OR TEMPORARY &CKFLOW PREVENTER AT THE LISCRE77ON OF THE FIRE CONTROL DISTRICT. FIRE SYSTEM NOTES. 1. A SEPARATE PERMIT IS REQUIRED PRIOR 70 THE INSTALLA77OAl OF ANY FIRE LINE. 2. INSTALLA77OAl OF ALL UNDERGROUND FIRE LINES SHALL COMPLY W17N THE NFPA 24. 3. UNDERGROUND FIRE LINES, FROM POINT O' CONNECTION TO ONE FOOT A9OVE FINISHED FLOOR (TO LOCA77ON OF RISER) SHALL BE INSTALLED BY AN APPROPRIATELY CERTIFIED FIRE SPRINKLER CONTRACTOR OR A TYPE V UNDERGROUND CONTRACTOR AS DEFINED AND OUTLINED III 633-334(3) F. S 4. FIRE LINES UNDER DRIVEWAYS AND PAVEMENT SHALL BE BURIED AT A MINIMUM DEPTH OF 3 FEET 'N ACCORDANCE WITH NFPA 24. STUB -OUT FOR ( 8" FIRE LINE. 6' GV - IT FOR POTABLE. NEW 6" DR -14 LINE, 77NG FIRE HYDRANT IILIZED METER ACCESS VL W- 14A N 4 4 W E 00 S ❑ 20 40 80 SC►41LE: 1 " = 40' This item has been electronically signed and sealed by Jahn R. Musser, P.E. on .+ 5141 1using i SHA -1 authentication code- Pnrted copies of this document are not coisidered signed and sealed and the 5HAA authentication code must be verified on any electronic copies. Co ler County .rte Reviewed and Approved For Permit Issuance PL201E0002242 05/11/2017 NOTE ALL ELEVATIONS REFER TO NGVD 29. UNLESS OTHERWISE NOTED. FOR CONVERSION: NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD 3 Q w v O J D q a t R � � a x � a .0 ~' y ° V rp 0 RN 00 O 0.17 O Qa a 00, rg o V �° • : Noll I I fill/ iiF El f F PC) =Z o C to Q C 0— t3 %O V) R C � � Q) v v00 r� w �M 0 4)� it 00 2 N Q 0 •9 04 �a 6 LO� C 4 � D '0 Cc v t �0 C .0 o ki U� PNMT No- 1408 AaW Oro: 1408-Ph2-650P-SP Sheet No.6 1%5 of ,.r� r,. r� r, f� ; ,. r� r,. r� r, rr r,. r� r r r,. r� r r r,r r,. r� r, fr r r r,. f� r f r r r,. r� r,. r� r,. r� r r r,. r� r,. r� r,. f� .Uff�r'�rfffr�'ffrffff�fifffrrfff f f f s f f f 1 f r✓ rU r f f f ; / r f f _� �_-______ __-_------------ _-__-_ --_------ ______---------_-- �-- P-_--- - - _______ 1+13F4N) EXCS-B EXIST DRY DETENTION AREA A--4 CB 4A ❑ 12 _ 1- ,V TOP EL=9.00 GRATE Et, 7.0 T '•G -__________________ BOT EL=7.0 s rny=r.D _-___ EXISTING SP�ADER _ SWA % % 35 LF- THPOAT= 9.64 EXC 7 rlr �lr // x E•XME 1 OA x 24 " RCP N 8 �� = 1 ` r r • ,NV - 3. n6 @0 &s 0 F7 FF 71 FF N--- - �- i SAWCUT RMV 0 RAMP �'P.) VALLEY CURB SA CU EOE I I I / f ,'� 62 LF VALLEY CURB & INSTALL 3' VALLEY T 1 T 11 �. � ,� � rE1vn11s � .l✓ ' 2e24 " CP __ __ cRossrnlG I c ��, .��UR A _ ®ox LIM1 TS OF i I AVERAGE 25 IJ � x rs SPACES (TY } - w� �� f {TYP BUFF\E}4 WITP 24 AISLE _ -0.s "._ 9.58 I EXIST PHASE oat i x i_ I I Ij k _, _ 10.05 �, 24 RCP x N I`' A , h �� _" ` k r __ I �, .SAWCUT AND REMOVE 1 1 I I I I I I LL END, 0I37`lbNAL PHASE "r° X 10.6 l,'� q� 1 94 LF VALLEY CURB & ASFHALT MULrI-USE PATH x ,,.D ' 1D.s / \\ 0d- I INSTALL 3' VALLEY 1 P55 EXCB 7B x 11 1 I l 2' DIA TJRN CROSSING �- � 0 X311 -- a C 4 l l ■ 1 \ , D. z EXIST r \ ❑ � Lr rl/ 12X18' H. C. ° THRCWT= 9.6g II \,� J! II 11 24" RCP \ t W/5' AC SS °° b SERVICE TYPE .� } 11 rr XIST DRY DTENTlON AREA �!-3 r - -� n r - N&a INV.= 1. D 1 ` _ `j f DRIVE CURB r EXCS 3B BSTlopT - 9. D� E.;fCB 4A EXI.,TIN G I � r� g.Fg � ` � � VALLEY CUR EXg7T ME _ 7 o MIN. 15 /r ti . .� 3D RCP r Z _ BLIFFEF �. - ,��► i 43- 18 " PVC ROOF LEADER - EXTEND12'X'� MIN, FFE I I -MIN. FFE I 18 H. l TO DETENTION AREA AND PROVIDE W/5' ACCLISS �, ��� �� CB 14M L �2 L 12.75_ 32 rV ATCH BASIN RISER G. E. 7. D �� it •� i� s.3s z �, �-ti.. TI4AVA T= 9.24- x �• � •Nw 1Nv.= a.0 L - 1 x TYPE D" CURE 7YP ,' • st INV. = 4i EXIS �L - - J El x } '� ' •� , ` X36 " RG EXCB 148 ' T x 158LF-24 " RCP . 7HR.)AT= 7.74 \ k •- _ - GB 4D CB 14N - . ` �+- �/ GRATE= 9.D ®D% 0A T= 9.24 ` >>� `� ` NE&SW INV. (-)1.$, E L BLDG 5W INV.= 7.5 SE 1 - 4 8.s N INV.= !.D VALL CURB i � � XIST � ` E ' ■ s.3 3 8' CP EXCB 14C r {I`'I p ti� THROAT- 7.74 I. i ❑ --- MIN. FFE Y Y � 39 LF- � �� � E. INV._ } 1.8 � � off =22.00 /� , 18" RCP s INV. - 25 PARKING EL EV TYPE D �' ■� 3� � \� , =11.00 40 �S'ERWI ,E r 48 LF �` l ti r r r I� - L - ,1r `V4 DRIVE , a.s f 24 RCP rlr ` L -- r �� 4 201 LFA RCP ~► ®,' RAMP. iYP.} \ ��. rr rr X�B� ' DRY DETENTION AREA A-5 , A[ \ 1.0 1� - rr r rr ` \ GRATE= INV.= t�09 � � 1, r \ SE&NE INY. = 0.25 TOP EL=9.00 • \ \ `� \ 1 * `' \\ \ rr \ \ MODIFY GRATE TO 19.5 g0I LL L/ \\ \ J �r \ ` \� \ \ 'C'ORE NEW NORTHWE`T ' �E r\"D" CURB 1Q p \ ■\ r \'\ \ INVERT ECFV 2.5 Imo - OPTIONAL PHASE 6 �� r .0 tiV rlr ■■ ■ `9 xr8' SPACES TYP ' ■ ■ r' ,s �� , ■ 1 ■ 3D•RAD(T'P)iiiiiiij _ J ASPHALT MULTI -USE PATH { }� i \ \\ / auucnuauunuue. nnueuwNea rr r \ WITH 24' AISLE�4 A \ \ � ® 1r , \ 1 _ his document are not wrsidered signed CB 4E r r , �� 1 , ■ `CURS D N r code musand t be a d the S on any electronic on Gf?ATE= 7.D I ' 1 \ ` ` '\ \ \1\ \ `1 l N copies. NE INV.= 1.5 > TYPE 'A �EX15T CURB �6" RCP -1/ rV rl1 -- 18" - 1 B" PVC ROOF LEADER - XTEN ■ , TYPE a" CURB TO DETENTION AREA AND P DV1DE 1 1 \ \azL 12X18' H.G. 11 �r II��----_--- ---- ^r -rte CATCH BASIN RISER G. 7. \ \ ` ' 1'1 1, 'j� - `\1 , IL ' \ \ X I Il } END TYPE -.- - - _ ' 40 B ' +JF ' \ \ \ \ '■ ,� III ] t �1 r" CURB 1 rV SE 25' . r+ ', '\'�\ i.� . I• �� l 11 1 ► �� I + � � \ \ ■ � \\ � !� r � 11 1 1 � �� x ` �� \ r l It I �. x �-OTNCLUDE }{ S -� I ) BLD »x78' H.C. { �.� rr �� EXCB I 1 ! t +* + \ It t , W/5 ACCESS��y A � GRATE= 7. , 11 ! t � r r1 [ 4 \ \ \ - ] \ �C NW&s. INV. � 25 l i i 4�{ V 1 8' WIDE CONCRETE SIDEWALK �. L Ili +rl/ + rlf �.r' • r r 11 1 TYPICAL �., MIN. FFE , `+ + Q \ I =22.00 x n ! C , It f i 1 ARBOR (SEE 0 20 40 80 rlf rlf M(N. 15 1 % PARKING ELEV ■ \ ` \ 11 I 1 f ARCH PLANS) SCALE.• b = �FQ' + + + + + + BUFFER \ \� =11. DD �,, \, ' \ ` l s ! I t I ! CL. TYPE F" CURB RE 1f 11 NOTE_ ALL ELEVATIONS REFER !! TO NGVD 29, JNLESS OTHERWISE RCPT II i • ■ ` \ \■ r r� f4 } 1 NOTED_ FOR CONVERSION: + + k + + + + C. r\ rr \, �' r\ 00 l 14 I 11 l NGVD - 1.22 = NAVD + + + + . �' r r ■ ■ �lr I� r■ �.� I\ S• ■ . I.� l l 1 xIST-1 a' cO,vc. NAVD } 1.22 = NGVD + ++ + r r r \ 1] r 82 L > PVC ROOF DRAIN l i t ti 1 1 \ \, \ ` ' V ! 111 l 1 � XIDEWALK s' SwL;1ND F + + + + ■ \ -� . -r . EXCB 14F ,1 1 1 I ! CURB {TYPICAL OLD , )� \ GRATE= 7.5 11 COAST ROAD) { + + + �' ` \ �� . N&S INV. = D. 5 1 l f { 1 l F--.. \ ` \ MODIFY DRAT TO 9.0 1 ! POOL EQUIP r ELEv 10.8 DRAINAGE SUM MARY= ■ y �� CORE NEW EST INVERT !► 1 i + . � .. . GB ELEI/. 2.5 i l l � 1! 1 1 I I I � --POOL CONTROL ELEVATION = 6.0 (BASIN A). 4.0 (BASIN B) r f II I TE= 9. C 144LF 24" RCP t l l 4 I I (BY OTf 10-YR/24 HR PEAK STAGE (PARKING): 7.9 NGVD + + + ■ E�w INV. 2,77 M 4! N I I 25 -YR 72HR PEAK STAGE (ROADS)- 8.1 NGVD �� CB `N&S INV 3.9 ®0' 19% I 1f tall l 1 SAWCL'T AND fiEMOVE I - ( ) + z _ . x i ! I 92 LF VALLEY CURB & AVEf2AGE 25 cRArE= 5 �• , 100 YEAR/72HR PEAK STAGE (BLDGS): 9.1 NGVD INV. 3. x % CB 14G EXIST yl If 1 1 INSTALL 3 VALLEY L ^ BUFF' FEMA + ;RATE= 7.5 36" RCF' ; 1 ! I CROSSING I v&S INV. = 0.25 r L. FEMA EL BLDGS 10.3 NGVD u ALLEY CURE r EXCB 1H -r ( ) •� � IrIQDIFY GRATE TO 9. t7 LIMITS OF" + 122LF RCP POUR FLUME AROUND l y y r s WETLAND 00 % TYPE D" CURB TOP - SEE DETAIL I + CONSERVATION AREA o- - - / WT�N TCH LINE - SEE SHE T 8 11.3- „ ° -�- _ i4 l I MODIFY TOP TO THROAT INLET a + + 5 LF -18" PVC RODE DRAIN SERVICE EXIST THRdAT= 8.94 l ! s� s s DRIVE 1 ; i 36RCP" EXCB 141 T I1 ! t } THROAT= 7.74 + + EMS T 1 t l N.W. INV. = 0.25 �Q �Y Ni%ty J6" RCP d + + + tvt i l 1 t�� E. INV EXHW 14K Reviewed and Approved + + TYPE - CURB „ 0 ti �/' INV.= (-)1.25 For Permit Issuance Q9'xl8' SPACES (TYPg I 11 1 �. WITH 24' AISLE` PL20160002242 + + + SART - ra ■ EXIST rV �lr TYP.} - I i� f ►` 36 RCP 0511112011 --{- &6�cls�T 1 6v. DD' 1 1 + \1/+ 13„ RCR EXCB 14J ]NAI PHAR , .,•�, o • L, , . ! 1 14 i i r .. I ! THROAT- 7.74 �F LQ a U j 0 U ti a 3 � Z � W a q 2- b � 3 w v tv � o o � e .0 F, y t: R G 0 p Q d a o W 4 ®vfj., 14, C) a 40, rL N alto 'y s Q v) Ch z U'3 � t y a 41tQ) fi C14 v :, 00 to gz y V g0 � A 4. 8 0 a L -2 C N c0 V7 5, N Q Q LO d c p U- Lu � u 0 LM oNq E .� 04 , ' PRArger No. 1408 Aa4D Oro: 1408-Ph2-65OP-SP Sheet No. 7 15 of I WETLAND _ �0. 9X _ TYPE D" CURB TOP - SEE DETAIL � e � I GRATE 7.5 � r 0 + CONSERVATION AREA t .3 11 0 1 I i i 'SEAN - 1 Y DRAINAGE SUMMARY- TCH LINE - SEE sHEET % I MODIFY TOP TO THROAT INLET CONTROL ELEVATION = 5.0 (BASIN A), 4.0 (BASIN B) + + + + + ti SERVICE ti 114 I i tl EXI5T THROAT= 8.94 10-YR/24 HR PEAK STAGE {PARKING): 7.9 NGVD + \/ +v �_ /�45 LF 18 PVC ROOF DRAIN DRIVE ! I EXCB 141 C1 11.3 los � 3fii RCP 25-YR/72HR PEAK STAGE (ROADS): 8-1 NGVD + + + + + + 100-YEAR/72HR PEAK STAGE (BLDGS): 9.1 NGVD + + + + + + FEMA EL (BLDGS) 10-3 NGVD + + `/ + v+ + + NOTE: ALL ELEVATIONS REFER + `\l/ + + + TO NGVD 29, UNLESS OTHERWISE + + + + + + + NOTED. FOR CONVERSION: NGVD - 1.22 = NAVD + €+ +v ++ NAVD + 1-22 = NGVD + +r + \1/ + \ + + 0P777NAL PHASE 6 + ��i4SSF T MLJL77- SE PA77f + + + +\ + + + + + BLDG co ler county + `'` + x � I \,/ + MIN. 15' #,3 + + - BUFFER + � Reviewed and Approved + + + + + C + MIN. FFE For Permit Issuance14/ =22.00 + �+ +I/ + + - PARKING ELEV PL20160002242 + + + + v+ = 11.00 05/11/2017 + + + + 40' BUFFER v + +AVERAGE 25' + + + p + �! X I D 18" PVC ROOF LEADER - EXTEND ► SII `� `f `U TO DETENTON AREA AND PROVIDE 1 ] OPTIONAL PHASE 6 CATCH BASIN RISER G.E. 5.0 I 4RDWALK ($EE SPT 3) Vr \1/ DRY DETENTION AREA B-1 1T9P EL=7.00 \lr \V MIN. 15' BOT. EL = 5. D 11, , UFFER r \j/ W �/ W ■ r ■ OP77ONAL PHASE 6 ASMALT MULTI' -UGC PATH CB 5B � GRATE= 7.0 INV. = 2.5 \/ v MIN. 15' \I,BUFFER \� v \I/ OPTIONAL PHASE 6 ❑ ASPHALT MUL77-USE PATH 40' BUFFER AVERAGE 25' v \V \V \V v \1/ MIN. BUFFER 4 U INSET I i I 1 4 THROAT= 7.74 Y V �+ EXIST 1If-.Ii I N. w. INv. = 0.25 J6-" RCP 11 I i ► E. INV. = 3.05 �\ +vf 1 i ►� EXHW 14K INV. = {-)1.25 TYPE D" CURS 11.0 9'x18' SPACES iTYP) WITH 24' AISLE -;- it -3 !i I I� EOP 5 ART _ ] - , - - �i l EXIST 0 20 4❑ 80 ► 38 RCP 1YP.) SCALE.- 1 0 _i; 40 sa.aa' s.s 11 E1KI�IT i7.aa' L ti II I l36" RCR EXCB 14J , I ! I THROAT= 7.74 12'X 18' H. C, 1s I I I 1 �r8•I t 3. W. INV. = 05 W/5' ACCESS I ' T l 1 ! 1� I+ E INV. = 0.O x � - r - I II II I I RAMP f ! ll II I I I XC JJB I 1 GRATE= 5 l i `� EXHW 13A N. E. INV. - 2.5 MODIFY RATE TO 9.0 I I �� INV. = 2.0 CORE N SOUTH INVERT II ELEV. 2. 12'X 18' H. C. I I ! '1 i ;► EXIST W/5' ACCESS f I i s 24 " RCP 87 LF- 24" FN24" RCP I I 1 I r1 00.59' I } 1 ! r II a 11 1 1 Il BEGIN, OPTIONAL PHASE 6 CB 13C VALLEY CUR QAf ! 11 I S4WCLIT AND REMOVE SPHALT MULTI -USE PATH r89 LF VALLEY CURB & THROAT= 9.24 f l INSTALL 3' VALLEY N&S INV, = 3.0 ; CROSSING VALLEY CURB 11 I + x ry CB I JD THROAT= 9.24 " l N. INV. = 3.2 11 l l 3 LF- 11.0 F^- 18RC 1 1 t t1 00.47% 1 �` 1 1 1 This item has been elecronically signed 11 1 t and sealed by John R. Musser, P.E. on * 01' 1► 51 d 1 17 using a SHA -1 TYPE "D' CURB TYPE CURB authentication code- Printed copies of 0•6 this document are not considered signed ` and sealed and the 5HP-1 authentication code must be verified or any electronic SERVICE r lr 1 copies. 11.3 'DP1YE \\'(D 10.8 . EOP START" to.3 lr ��ti 11.0 ,,RAA+IP (]YP. E r' 11.3 TYPfJ" CURB 1 � \\ '� �, 8' WIDE CONCRETE SIDEWALK L p '`�\ r \�� TYPICAL 16 'x18' SPACES (TYP) WITH 24' AISLE 0 DAMP DROP CURB, ADA f • � r � \ \\ \ 20 \ \\ \\ ♦ . - RAMP TRANSITION (SEE DETAIL, TYP) ❑ ` �� ��� ���-----TYPE i 12'X18 . zX1$' H, C. 12' STAB1l.1ZED ! • - _ = 1 = W15' AC,, -ESS SODDED ACCESS -2' CURB 28 _�� TRANSITIDIv LIFT STA RON y ` 'EXIST _ f 78" RCP 30' RAD T R11 4�1 BLDG J I �7 L 12 'X 18' P,. C. EXCB I ID MIN. FFE W/5' ACCESS GRATE= 8.0 r F. INV. -- y5. � 1 =22.00 - k PARKING ELEV \` 1 f �� �• �•• \ i •228 LF- = 11.00 A . / _ f' 24 RCP � \ v •� 1 `" 00Z 100\oen, \ Nk x 9� CBA < GRATE= 7.0 INV.= 2.5 DRY DETENTION AREA B-2 ! • l / I = � IV \ EXPANSIo: �. TOP EL =7 00 BOT. EL=5.0 BLDG`S ■ ■ 18" PVC ROOF LEADER - EXTEND \ ` '- r TO DETENTION AREA AND PROVIDE UNDER CCh:STRUCTIQ�I!"' `\ r \ C LINE SEE INSET CATCH BASIN RISER G.E. 5.0 EXIST DRY DETENTION AREA B-2 ilz j p .0 F, z LO CO LO 0�o0 0.R' - 4- 0.17 Qa U 123 ;; n u;;Zi p O D w a � � • C #� C) �,,.�tlll b.4���,� d . V 11714 v) 00 y b a qK 4t fi ^. /Pyy1 �4 v r^ w 00 vg- to ga V 04 0 c a C N c0 V7 5, N C a ¢ N LO d c ^ c t- LU 0 U p� Q) 0 PRO= No- 1408 AM N0: 14178-Ph2-650P-SP Sheet No. 8 15 of _ 8" DR 14 PVC FIRE LINE FDCCONaillffy BLDGffS ! z SECONDARYf l t L) TO PUMP ROOM- STUB-- - - - / ! FDC BLDG13 1 } J It COMPACT FIRE(SY37EM DETECTOR UPUP I' FtR % / PRIMARY CHECK ASSEMBLY (COUNTY DETAIL FDC BLDG#3 f I f �.,�i �,1 W-1 1A) EXIST` FIRE HYD I 6" FDC L16 �S I f I y 6 FDC N � {T,1'P1CAL) — � EXISTING 6' G.V. / SIU$ -OUT s" so (DOMESTIC) ~~ / 14 TENNI I f 4 f � ',` 1Ns7ALL ^ R (SEE NOTE) _ VALVE �� I L/I OF pUR; � ,� P 1. V. % PHASE II !P 6" DR14 PVC - �, ❑t PRE 6 G. V. 1 1 t ' l y r I I, EXIST. 8" GV (FIRE), INSTALL 8" r I —� IS44R HYD ' 1 _ II Pir.�L 8 p w/ ff� ���� I I I COMPACT FIRE SYSTEM DETECTOR _ 1 i PRIMARY I r ` CHECK ASSEMBLY (COUNTY DETAIL M._. BSP TOO w I Z I ill I FDC BLDG4 EXMH6• v1 I I �1 W-1 1A) 1 • rjl I I EXIS77NG 6 " G.V. / S7U8-OUT L _ BLDG I I I (DOMESTIC} - -_ ,�� 1 EWER 1 ® I INSTALL METER (SEE NOTE) it i 8 DR 14 PVC FIRE LINE j 1 J�►�+1 10 1I I f — - - - - - - - TO PUMP ROOT STUB I STI OUT q� TO BLDG. A4141 � t ` f: =� I I � � � � � � , L r ! , h UP 1 ' ABOVE FI FLR +� J 9 I f. '•'� rJ z �- � � � �` � � 42 L" II 1 t EXISTING 1O DR 14 PVC `�. WATER MAIN rN 1`5' �C. U. E DRYAREA DN L_ _... - a; I 4 j , EXISTING 8" DR 14 PVC 8" OR?., WATER MAIN IN 15' C.U.E 4 PVC - T= V � � � � � t j i FIRE LINE ` t EXIST. 8" GV (FIRE). INSTALL 8" I I tl t COMPACT FIRE SYSTEM DETECTOR 6" DR T 4 PVC POTABLE LINE ` i �� CHECK ASSEMBLY (COUNTY DETAC ■ ' . _ EifMN? ) %� FI W V. . . i \EXISTING 6" G.V. / srua-OUT I I� 1 III , S / r (DOMESTIC) ` I I I y I �. � • I \ INSTALL METER (SEE NOTE) o '� ECONLtARY 1 BLDG#4 5" FDC LINES i 6" DR 14 PITC .f f TBO w III r igo \ �� \ EXIST FIR HYD 1 f II � � ` :�� ` '�� � � ' �' _ �►� `,.� � � (7rP1C�.�AL) OF %PR1AlARY 1 F INSTALL �� / �` "�` �� LD604 ` \ `r rr 4 \ , L - - I ff �� I COMPACT FIRE 5YS7EM DETECTOR r l A \ �� � � � ' r _ PRIMARY i f I l t CHECK ASSEMBiY (COUNTY DETAIL x r l MH r FDC BLDGJ2 1 l 11 W 11A) 8" DR 14 PIS RRE LINE \r TO PUMP ROOM- 57716 ` � � � �, � 1 1 � � � I I I `,` I t EXISTING 6' G. V. / C UP 1' ABOVE FIN FLR ,1� ' 1 1 1 a1, - _ � 5 ONDARY � � } t STUB OUT (DOMESTIC) - - FDC BLDG 2 INSTALL METER (SEE ` I f - NOTE)� _ST FIRE HY i s 00 EXIST FIRE HYD '' �, 11 1 (TYPICAL) -- 6" FDC LINES �,�� f { I 18 1 �1 1 l �. A(TYPICAL) i\ i ■ 1 11 '� 1 11 6" DRY PVC ,/ �EX H11 A / \, / ` 1 ' r 6x8e4 TE?O / 17 ❑, \ 1 1 — — — — 000 V H9 •� `� ,� , 1 p� 1 1 EX15r 8" DR 14 PVC WATER A"N rN 15' C. U. E. MH2 I\ \ BLDG OT IN CLUDED)1�` '� i ff f ; , 8" DR 14 PVC FIRE LIN ST, ER �. ' \ f I TO PUWP ROOM- STUB STUD IT, \ `1 \ . 1 i� UP 7' ABOVE FIN R TO 6 F BLDGIr-I 1 111 s va �� = 4HNT : 0BUILDTVG SERBICE �� NOTE. ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED- FOR CONVERSION: NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD tv Ex y XW ■e� u� K� o a1 Zw3vy 18 �. �. Zd .r o, .�. o o rn •r• �ti A a 4 12 o a" o� oN r 8" DR -14 FIRE AND 12 2 Z 2EXISTING EX1S77NG r r PROFILE 6" DR -14 WATER I r GR,4DE 8 SERVICE � oc 0A29 LF 8" SDR -26 EXIST. 8" DR 14 H PVC _ WA TER MAIN -26 PVC 0 0.40X I EJlIST11VG- r -`- PVC 0 0. 40 1 ................................................... �-���-- 8" G. V. LF 8 SDR -26 r� 70PVC Z PROFILE PLUG FOR FUTURE 0 0.40% I L - -- �. ................................................................................................................ 4 EXTENSION -' - - - - J L -----�----...1 - - 4 INV. 4.82 I I EXISTING X35 LF 8" SDR -.26 _-- - T m REMOVE PLUG 5 LF PIPFA INV. 4.98 INV. 4. 8 11 EXIST e" DR 14 dV24" N PVC WATER MAIN V 36f 5 RCP I I N RCP I EXIST. 8" DR 14 INV! + INV. 1.0 V REMOVE PLUG PVC WATER A#Aw 15 LF B SDR -26 15 LF 6" SUR -26 t>7 a I I PVC 0 0.40W s va �� = 4HNT : 0BUILDTVG SERBICE �� NOTE. ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED- FOR CONVERSION: NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD BUIL D!IV G #4 SERVICE � �= 4HNT :1" 0 NOTE. FOR UTILITY SrSTEM GENERAL (VOTES, SEE SHT 4 WATER METER NOW.- NOTE. OTES: 1. WATER AND IRRIGATION METERS TO BE SIZED BY COLLIER COUNTY UTILITIES. PUBLIC UTIL177ES SHALL INSTALL SERVICE LEAD, METER BOX, AND METER FOR WRIER METERS 2" AND SMALLER. 2. LANDSCAPING SHOULD WRAP AROUND METER ASSEMBLIES. IF LANDSCAPING IS DISTURBED DURING MAINTENANCE OF METER ASSEMBLY, aT SHALL BE RESTORED WITH NO RESPONSIBILITY TO COLLIER COUNTY. ALL PLANTINGS SMALL BE MIN. 3' PROM WATER METER BOX. J. AT TIE-IN POINT, UTILIZE A GAP CONFIGURA77ON OR TEMPORARY BACKFLOW PREVENTER AT THE DISCRETION OF r ■ THE FIRE CONTROL DISTRICT. N S 0 20 40 80 SCALE 1 " = 40' Cliff C01001ty Reviewed and Approved For Permit Issuance PL26166662242 0511112017 This item has been electronically signed and sealed by John R. Musser, P.E. on 5 / 4 / 17 using a SHA -1 authentication code- Frinted copies of this document are nat considered signed and sealed and the SFA -1 authentication code must be verified (in any electronic copies. u� Zw3vy 18 �. �. .r o, .�. o o rn •r• z A a 4 ��"'-- o a" o� oN a o ---- r 12 2 Z 2EXISTING EX1S77NG r r PROFILE GR,4DE rn � � ~ PA7FILE � oc 75 LF 8" SDR EXIST. 8" DR 14 H PVC _ WA TER MAIN -26 _ -1-4 �--� PVC 0 0. 40 1 �-���-- 8" G. V. Z PROFILE 104 LF 8" SDR -26 ................................................................................................................ ................. .. GRADE PLUG FOR FUTURE f I I EXISTING X35 LF 8" SDR -.26 4 .L!!'I - - PVC ® 0.80% - ---- - - - 4 INV. 4.98 INV. 4. 8 11 EXIST e" DR 14 169 LF B -SD PVC WATER MAIN V 36f 5 RCP I I 1�1 I EXIST. 8" DR 14 INV! I I V REMOVE PLUG PVC WATER A#Aw 15 LF B SDR -26 15 LF 6" SUR -26 a I I PVC 0 0.40W I I I I 4 BUIL D!IV G #4 SERVICE � �= 4HNT :1" 0 NOTE. FOR UTILITY SrSTEM GENERAL (VOTES, SEE SHT 4 WATER METER NOW.- NOTE. OTES: 1. WATER AND IRRIGATION METERS TO BE SIZED BY COLLIER COUNTY UTILITIES. PUBLIC UTIL177ES SHALL INSTALL SERVICE LEAD, METER BOX, AND METER FOR WRIER METERS 2" AND SMALLER. 2. LANDSCAPING SHOULD WRAP AROUND METER ASSEMBLIES. IF LANDSCAPING IS DISTURBED DURING MAINTENANCE OF METER ASSEMBLY, aT SHALL BE RESTORED WITH NO RESPONSIBILITY TO COLLIER COUNTY. ALL PLANTINGS SMALL BE MIN. 3' PROM WATER METER BOX. J. AT TIE-IN POINT, UTILIZE A GAP CONFIGURA77ON OR TEMPORARY BACKFLOW PREVENTER AT THE DISCRETION OF r ■ THE FIRE CONTROL DISTRICT. N S 0 20 40 80 SCALE 1 " = 40' Cliff C01001ty Reviewed and Approved For Permit Issuance PL26166662242 0511112017 This item has been electronically signed and sealed by John R. Musser, P.E. on 5 / 4 / 17 using a SHA -1 authentication code- Frinted copies of this document are nat considered signed and sealed and the SFA -1 authentication code must be verified (in any electronic copies. BUILDING #3 SERVICE NOTE- FOR TYPICAL WATER / FIRE ASSEMBLY DETAIL, .SEE SHEET 6. BUILDI111 G #2 SERVICE ��� `��: I" = 4HORIZ0 D 0 J D t � a o � � e .0 F, y 0 0 00 0.17 Qa per'" -V c.0. '.0 e a � � 11 off a A.% ir1 Rr7 * 0 �Iii1111 a o N ,c y b a �c4rti � o C14 0 w 0 0S VII to g V 04 c a 5 LLD C e 04 c.5 +F"• N • 9 qK 0 2 C 04 1-- a 6 4 LO � C co LU =_ r 7 4 u Cc E'� 0 ]U L 4 PRAI= No. 1408 1aCAD Are: 1408-Ph2-650P-SP Sheet No. 9 of 1 � x �. �. .r o, .�. o o rn •r• ❑05 ��"'-- o a" o� oN a o 4 ^ 2 Z 2EXISTING 12? rn � � ~ PA7FILE � oc GRADE EXISTING PROFILE ................. .. GRADE f � . . f 11 EXIST e" DR 14 PVC WATER MAIN V ' I EXIST. 8" DR 14 I I A PVC WATER A#Aw 15 LF B SDR -26 15 LF 6" SUR -26 PVC 0 0.40% I I PVC 0 0.40W I I I I 4 PLUG FOR I J 4 PLUG FOR FUTURE I EXIS77NG 35 LF 8" SDR -26 �NEION 11 EXIS77NG I 35 LF 8" SDR -2+5 EXTENSION I PVC ® a40%40� INV. 4.pO I r PVC 0 0.40% /Nv. 3.39 - - " 43 LF 8' SDR -26 V I I PVC 00.40X Ws12 _ _ o � 3 rel REMOVE PLUG or REMOVE PLUG to BUILDING #3 SERVICE NOTE- FOR TYPICAL WATER / FIRE ASSEMBLY DETAIL, .SEE SHEET 6. BUILDI111 G #2 SERVICE ��� `��: I" = 4HORIZ0 D 0 J D t � a o � � e .0 F, y 0 0 00 0.17 Qa per'" -V c.0. '.0 e a � � 11 off a A.% ir1 Rr7 * 0 �Iii1111 a o N ,c y b a �c4rti � o C14 0 w 0 0S VII to g V 04 c a 5 LLD C e 04 c.5 +F"• N • 9 qK 0 2 C 04 1-- a 6 4 LO � C co LU =_ r 7 4 u Cc E'� 0 ]U L 4 PRAI= No. 1408 1aCAD Are: 1408-Ph2-650P-SP Sheet No. 9 of 1 � - -- - - 1 EXISTING CONSTRUCTION ENTRANCE r 1 CONSTRUCTON ENTRANCE (TEMP) APPROVED BY ROW PERMIT i ❑7 20160101944. r t EK15TGMG 7EMP ACCESS SOME (2} .� ACCESS OW1LY' r✓ r r r r r r r r r r r r r r r rfrlflr/rr w rr�/r /flrJr/r�Jr� I I:li ;1111' rirJ�rJ i/L'_Z/ �rr ,r ,r r J r ri �rr rrrrr rrrf r;rZ'r1/1 J / r rr r /1 r r r 1 //1rrr,Zrrr fr Jr rr rr /Ir r r r/I/IZ'i/I/Ii� 1/1 /1 ; r, /'��/�r///r/�//� /�/�//rrrZ'fZ/r1r�rr/ rrZr w w w w w r r 1 X1577NU DRY DETENTION w w w w w w BOTTOM EL 7.0 w f w w w w w w w w w RAINP TO SECOND iENNS 41 1v w w w w w w FLOOR (IYP) m rn PHASE LINE - -- W W �11 Iw V w W w w w w w w w (TYPICAL)� 1 1€� �wwrr ,,� ,i 1■ w I wi, waw ----- AVERAGE w 7W5 ' ww r f SIL T FENCE � II � •��-� II � � - I NCEI ® I -BUFFR LEND, ((TYPICAL) m mw wOP7I PHASE 6 ASPHALT .. •° �I i� t�� �1 J ONAL I T MULTI USE PATH w w w w w w w EXS INC D Y DEIENTIDN A- r R [sUEST GES F2 w w w w w w BOTTOM E'"-7.0 r w w w w w w w w UITFS 1 1 43 I _33 �3 1 l ra o w w w y w w w 1G1 1706 V r 02 uN1.212d r Uj w w w w w BLDG #'s 17 Stories � V w RKING EL.! N,w w ]. 000 r\ Q I �C w w w w w PA 7 1 00� Ct� k,�•� ,. , w w w w w w w w MIN. F.F.F 0000.110000.110 w w w w w w w w .72.0 10014 00 w w w w w l w w w w w w w w f i a •`�'V?1� �. rr� r �\ , �r\�1�� •00" _ I , `Z \- FLOOR V ' Ilk w w w P OPAED DRT10 -5 lk \' BOTTOM 7. Ii it w w w 0.9 w w w w w w w m� ' Stories w w w w w w w w w w w '<< ., ARKING EL.�� to, w w w w w � -- � w w w w Active Eagle s„ INF U T U R E PHASE ' GOLF COURSE {GC) N st �e C'0-19A^---�T Y 1 w w w w w - w" w w w v DISTRICT BOUNDARY PICAL X11-14-�! 1. w �' � � � f - r . � } w w (ENVIRO FEN :'E TO RE INSTALLED 0 30 RAW00S AROUND TREE OR THE DRIP LINE OF THE TREE,w (N CT INCLUDED) \\ \ w w • w- f1C1-I- EVER_ IS GRE47E-R,AND- AMINTAINE5 AROUND w w w w ". &' SIDEWALK y ' TREE THROUGHOUT CONSTRUCTION) I \� BLDG 4 �� \w w T w 9 w w w w 9 r .� + t' ' `! w ` w w w ry Qw w w w / 1 moo' �' CLUBHOUSE IV ww w w w w w w w w w w w w W w w r �,'� TES w w w w w w w w w w I w w w w w MIN. 15' / w w 1O 1 06 'y J 1 w w w W w w w w w 1 w v'• w BUFFER w w , \120 U y .00e r-1 w w w w w w w w r� , -\,rte] 1 w w w w w w -w✓ w w^ w w w w w w w w w w \ r 'WESTERN w w l w w w w w w w` w w w w w a r BOUNDARY w w w w w w w w w w a / i~~ POOL r y LIMITS OF PHASES 11 -WI OF ORIGINAL w w w w w w w w w w r o r CONSERVA77ON w I w w w w w w w w w w w w w x/ FASEMENT w Iw w w w v w w w w w w w w w w w I 5' PROPRFARY IV w w EASEMENT w w w w w w w w LIMITS OF w w a( r r r i WE RAND IN 1 w w w I I 1Y I I w w w . w w w w w w w w w w CONSERVA77011 AREA w `:• w w - r w w w w 1 w w w w w w w w w w w w w w w BLDG � r� � �r✓ r--' y i j w �w 1w w w Y w w w w w w w w w 141, w w I 1 w I- .: w w w w w �(y r 1 /k, w w w w w w w w w w w w w w 0 '. w 2torie5 ; AARKlNG EL. = 1 1.00 w w w w w w w w w w w w w w MIN. F. F. E 1 J��r�rr�. j w IV wv w w w w w w w w w 22.0 w a 4 � OPTIONAL PHASE 6 35' BUFFER w �w w w w ASPHALT MU,T7-USE w AVERAGE 25' w w w �w w! w w w -4 PATH w w w w w SUITES w w w w w w w w w w 101-2006 1 ❑ w w w w w w rr- ]20 UNITS 11 ❑ F EXISTING LAKE A-2 w- w-- r w } t PHASE 6PASPHALT 7 TIONAL C.E.=6.0 w w w w w I MULTI -USE PATH •• • B9 Ac. f . MHWL r v w r 4 w 9 I I r r� w w fw v w w w w w w w ROPOSED DRY DETE ON B- r r r OPTIONAL PHASE 6y w w w w w w w w w 1 BOTTOM EL 5.0 1 ,......BOAIRDWAL�BE ITHIN 1 PRESERVE w w w 0.8 AG. fEC ND PH,4SE LINE o FIELD LOCAIN w w w w w w w FLOOR {TYP) (TYPICAL) LEGEND: DENOTES SILT FENCE LOCATIONS \\\\\x\ TEMPORARY CONSTRUCTION ENT£ANCE 1. EXCAVATE THE TRENCH. +L BALE WIDFP 3. WEDGE LOOSE STRAW BETWEEN SALES < o - .7� _, - WEDGE ANCHOR BALES WITH 2-2 "X2 X4' STAKES PER BALE 2. PLACE AND STAKE STRAW 84LE5 ti 4. BACKFILL AND COMPAC;' THE EXCAVATED EARTH. ....... .. • CONSTRUCTION OF A STRAW BALE BARRIER _Poe POINTS A SHOULD BE HIGHER THAN POINT h T. S. NOTE' I. THE USE OF STRAW BALE BARRIERS AND SILT FENCE SHALL BE NCREASED AS NECESSARY TO CONTAIN EROSION. 2. CONTRACTOR SHALL INSTALL SILT FENCE AND HAY OR STRAW BALE BARRIERS PER FDOT ROADWAY AND TRAFFIC 9ESIGN STANDARDS INDEX 702 OR APPROVED EQUIVALENT PRIOR TO ANY SITE ACH077ES. J. REFER TO THE PAVING, GRADING AND DRAINAGE PLAN" AND "DEMOLITION PLAN" FOR ADDITIONAL INFORMATION. SOR5 POE SPR Ll� RpPO IIS; ' VO'A t5o 0 1 1} 1 1 � I 51 1 1 I 6" MINIMUM .l _ it T ` ` I " CONCRk TE (3, 000 PSI) 1 I t r I ! OVER 12" STABILIZED SUBCRADE (LBR 40) CONCRETE CONSTRUC770N ENTRANT 111 } l r l y 1 } , 1 ��' S }� W E _CO6RDINAT70N WITH r COUNTY STAFF. V w w w w- PARKING 5H 15 IV w w w w r SECOND FLCOR OVER FIRST FLOOR PARKING \ ! ,a r+ w w w w w w w w w w GARAGE (TYP •. EXISTING LIFT x - - r STATION IN ` ` 0 50 100 200 RPT�01�G41 PH OPOSED �_ w w w w w w w w w w w w w w, ` ' C. U. E �' a •. r �.� + t +* M + r r r �C0VERED� r� r� w w v w w w w w w w141,w - �, 1F f -1-J I SCALE: 1 � 100 FISHING w w f , PIER ���� '+' w ,t• w w w w w w w w w a v w w Iw � w w w w w w w w w 'w w w 101-2006•- r w w w w w w w w w w' w w w w 120 UNITS - ��rrr��r�rrr w } v �• w w w w w w w w w w w w w w} w w, w w w w w w w w w 41 AVERAGE w w w 1 } 25' BUFFER w w w w w w w w w w w w w w w } � w w w w w w w w w w w �Dy ;h#4L " �\ -_ w w w w w 20 Stories ILT F,&jCE �1 + ,� I w PARKING EL. "{TYPICAL � � •1 .= �` w w w w ' = 11.00 MIN. F. F. t? r r r r w w w r w w w w w w w w w w w - 2 ..O "/ �( I r� �� � �r r '-' �' '� w w Y• w w w w w w w w w w w w w w � Y% � �. � L�� ! � I r� r✓ r-� r -� r-1 l w w 141, w, w w w w w w w w w w � � sun E3 w w °� w w w w, w w w w w 101 w w w w •-2006 ' l �� � � � 1 y e q�" o r ,A -- r✓ , i 120 UNITS ' l `, I 1 r r w w w w w w w w w w w w w w w w ' Vp \ D(ISITNG LAKE A-1 j �� ` •} w w w w w\41 w w w w w w- w w w w w w w w w w w w w w w w C.E.=6"0 r r r r r I EXIS77NG ORY DETEA1770AI B-7 BLDG#'I) 2.3 ] Ac. f BCTTOM EL 5.0 0.6Ac.f ' �w w MIN. ]5' yw w i J 1 w w w w w w w w w w w w w BUFFER w w 20 Stone 'a r PARKING EL. r w w wl w w w Y w w w w w w w w w w a w w w w w .k w = 11.00 \y% IN. F.F.E w w w w j w w w v w w w w w w w w w w w w w w w w 22 0 1 } �r. w w w � w w w w w w w w w w w w w w w w w w w w w w w �� � 1 � I ",1 + s• � ,a, �, � �, w w w w w 1 w w w •. w w w w w w1 w w w w w w w w w � w w w w w w t 1 w w w w w w w w w 'w w w w w w w w w w Q END, OPTIONAL w w W w w w w -W w w v w w w w w w w w w w W w w w w 4 PHASE 6 ASPHALT w w w w w w w 71 -US w w w w MULF PATH w w ILI w w w w w w w w w� w w w w w w w w w w w w w w w w w w -+34' BUFFER w w w w w w w w w• w w w w w w w w w w w w w w w w w w AVERAGE 25', j.,,+ w w w w w - . J 'a"_ w w w w w w w w w �. w w 'k w w w w w w w w w w w y r U f 1 w w w w w w w �}` w w w w w w w w w w w w w w 1 w w W w w w w w w w • a •� �+ DITCH -._rte. DITCH COMPLETEN ._� DITCH BOnW INLET LII17177 - PR07FC77ON sir= ■ ��► OR SIMILAR S7RUMURES BA4P 1. 08 TYPE SIL E FENCE TYPE IV X TYPE N OR TYPE IV SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOW11yG WATERCOURSES. SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. -al T FLOW TYPE /to SILT FENCE TYPE IV SILT FENCE NOTE: SPACING FOR TYPE IV AND TYPE V FENCES TO BE IN ACCORDANCE WITH DITCH INSTALLATIONS AT DRAINAGE SILT FENCE APPLICA77ONS POST OPTIONS: N. T.S. WOOD 2 V2 IiNIN. DIA. WOOD 2 x 4" OAK ] 1/2` x 7 ]1 2" STEEL 7.33 LBS/FT. MIN. ELEVATION OPTIONAL POST POSITIf"" FILTER FABRIC (IN CONFORMANCE WITH SEC. 985 FDOT SPEC.) PRINCIPLE POST POSITION (CANTED 20' TOWARD FLOW) FII TFR FABRIC F FLOW SEC77ON NOTE: SIL' FENCE TO $E PAID FOR UNDER THE CONTRACT UNIT PRICE FOR STAKED SILT FERCE (LF) TYPE III SILT FENCE N. T. S. CURB & GLITTER This item has been elec ronically signed and sealed bLJohn R. Plusser, P.E. on 5 / 4 11 r using a SHA -1 authentication code. Prated copies of this document are not considered signed and sealed and the SHA 1 authentication code must be verified or any electronic copies - Co reT Count), r Reviewed and Approved For Permit Issuance PL20160002242 05/11/2017 NOTE: ALL ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION: NGVD - 1.22 - NAVD NAVD + 1-22 = NGVD 0 W Q a L! w n J a rr a � a Q� � 3 � 3 N ti• p A O ID .°a e .0 F, y �°r r1_' r1_1 R IV ° ;�-r 0 R °o o 0.17 o a q 4 0. o m d zw®rro., 1:4 PL a ON`,tt�*� t2 0.0 ��•'!'�rir�ii+<tr a o N C �Q C qK � O (D v Q) ;� c ►L'3 V} V C :t 0 o I s 04 fl C LL'� 7 N (n 12) N (9)0 ¢ ( LO LL (] C A� co LU 0 co C0 0 0 PRWWF No. 1406 ACRD N0: 1408-Ph2-65OP-SP Sheet No. 10 15 of ACCESS PROWoF (2) o TR C fL ACCESS Oiw a SIS Af MIL Ur{/,���r�....././7/T7r77/r�/r7/r��r1,e�/i��r�/r�/r�/rf/r rfr/rfir7 r�/�/,f,fi.i1/Jfi/�/Jf//r r r r r r r r /r r r rr Jr l r/r /r / r/r !' fr ZJ`/r /rlr/1/r /r/r /r /r /r /r Jf Jr /r Jr fr fr /r l� Jr /r Z / JAr/'/ f J r/ J ZI r f, r r /' /f / r Jr / f/ r J r�/�/l'e/�/�/,�,','e/���/rr, r /rtr/' /r/r/1z1/1Zzz/1{ffrlr/'!r/f�Jrr r .... .... D � D � %'� PRQVIDE R.4A4P AND!� �j�y1i �D DETECTABLE WARNING MATI!IB (TYPICAL, ACL CR055INGS) I4 � IL B RI -1 .. ,. 1 �, R 1- J W 11-2% r GUEST GES r2 f 11 1 I 4 C . W16 -7P r 4 B ��— 33 L 43 23 f f I 1 r i l l R7—a • _-� 42 ; ,x,37 ��22 f I I �'- rn ��-I- ''[� �''j � 1.11 ll IBJ B FF I LJ I} T1 _jTI i i l� I TT I l l� f @LOG �5 �� � F G �,- E LLTL1L1—'LLILIifLlL1 v IT11,7 T 1 I T ITUTI T71 f 0000'�: , -�'�•,,�. �R;, { Ill Loll L 1ifL L 11L LFLLI •' .:'�� �� ` `� IT Tl.1Tl ITUTI 77,-"- �T TT ITUT1 T i I . ,c AWP -1 u LL I 1 4 w w ".� FUTURE PHAS Er (NOT INCLUDED)r.. r ., ------1 w w w w r b, ;� . ^ , PROVIDE RAMP AND I r 11 BLDG ¢ '<I - - .� DETECTABLE WARNING MAT I w w w w 0-\ it (TYPICAL, ALL CROSSINGS] I i� �` 11\ " I CLUBHOUSE I v. w w w w w w � I\ � 1—� I I )I I w w w w w w' .y W R7-8 ` �' w w w w w w w , , , % " w w w w w �. ' w � F4- -- ❑ —�rJ� II y w w w w w w -- w r, w w w w WT 1 -2f i �pp� I I 1 w w w w w w ' �. � �` W 16- 7P � l� i L z J u I p OM I L I I I_ w w w w w w w w w �� G I II w w w w .r, w w w w w w w w w w `. w w rt I W 1 1--21 7 t_ .. J g I W16 -7P w w w w w w w w w .r I B �_ L - f- w w w w w w w w w w w w w w w w w w w w w w w w w w BLDG3 w w w w w w w w w .r w IV R1-1 w I. w w w w w w w w w R7-8 w w w w w w w w w w .r r II 1 + ! I w w w w w w w w w w w w w w w w w w w .F �1 II ► 1 4, I w W w w w w w w w w w w w w w w w 6 w R1-1 w w w w w w w w w .r 1 r 11 221 w w w w w w w w R7-8 + C 16-/F' w w w w w w w 1 PROVIDE RAMP AND �t i w w w w w w w w I I DETECTABLE WARNING MAT i (TYPICAL, ALL CROSSINGS) 1 1 I A w w w 1 w w w w w w i9 4 4 W17-21 LAKE A-2 1 {� W16 -7P 1 w w w w w w G A f E w w w w w � l w w w w 1 RI -1 r J' w w B / 1 ,All w w w w w w w w_ w w - w w w � 1 � y a IIn Ilial I II I- III �I w w w w w w w w w w D w w w w w w w w w r R7-8 R1-1 PNASF ,� 1A Nil .i. w w w w �. w w w w �� w w w a. ,i, w w -A, w w w A R7– w w w w w w w u, w w .r w w w w w w w w w w w w B k'k D / r ��. So� Iii `► w w w w w w w w w w w w w w w w w w w w w< w w w w w w w w w w v w LDG #2 w w w w w w w w w w w R7-8 � �+N1 I w w w w w w w w - w v w w w w w w w w w w w w w w w w + w r w r .r w w w w w w w w w w w w i L LACE A- 1 y` I w w w w w w w w w w .r w w +� f, w w W w W It, w W w w w w -} w w w w w w w w w w w w w w w w w w w w w 4 SIDEWALK PUBLIC NOTE: ALL ELEVATIONS REFER DETECTABLE SIDEWALK Ta NGVD 29. UNLESS OTHERWISE WARMING �F ' NOTED. FOR CONVERSION: NGVD - 1.22 = NAVD o a a o L 4 moo f7i NAVD + 1.22 = NGVD k w '� �— SEE AUM 3 FOR AWKW PVTNS — ALL CRMWALK NAMARS ARE WHITE STOP BAR WHERE SHOWN 1. FOR PUBLIC SIDEWALK CURB RAMPS, REFER TO FOOT STD, INDEX NO. 304. Z FOR PAVEMENT MARKING AND SIGN INSTALLATION REFER TO FOOT STD. INDEXES 9535 THROUGH 17356. J. CROSSWALK MINIMUM WIDTHS: INTERSECTION CROSSWALK 6' AMID BLOCK CROSSWALK 10' On Awgoa r►� An ParyandrevAor WIYh r►re Cv6 Une. The Dome P"fn SWI Be /a •Une ' rin. WO The DlrectAm Of TAMI. and Rww r.s IS,R rife. thwmadlrq Off& On A adhm. The S2. Pdtam Shell Be rn -Lhde WFIh The Di Edge Of Or Trwel To The Extelnt PAWIWI. ' 0.9" Yin. V mow► � �-1'~ � �.� �� rruxvted Dame hrtammi Doane -_0 0 0 � ' � 0 0 0 TAW IOP Width of I" deme ylorlpW O minlamp of 50x and a rnoxrmt m of 55% of the Epee dA meter_ 0 0 0 0 TRUNCA TED DOME awe-ta-base spxlnp SWUM 0.65' minhw" between domes. PLAN VIEW All Sldewnik Curb Pb We Shall Hove DetwhWe Wominp Swfaoes ThO Extend The F[rlt Width Of The RWp And M The Dlractlon Of T "I Ei manes r 6t0 mm t Frond rhe Boar O Cur& CURB RAMP DETECTABLE WARNING DET,4a N. T S. PICTORIAL VIEWS PLAN ' 1[ ►fir t�■� ■ ■- ■�►. �� R4— 7 oM2-2H W11-2 W16 -7P PARENG R7-6 N All Q�' S 0 50 100 200 SCALE IN = 100, Sidewalk Curb r where Neceamrr f utlft Strip This item has been elect onically signed and sealed b John R. Musser, P.E. on 5/4/17 using a SHA -1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA 1 authentication code must be verified on any electronic copies - .L 6' SOLID WHITE LANE LINE 2a" WHITE STOP LINE 12" WHITE CROSSWALK LINE LANE ARROW HANDICAP AISLE MARKING 0 HANDICAP SYMBOL MARKING LTJ fi WHITE PARKING LOT S74LL MARKING c��ty. Reviewed and Approved For Permit Issuarce PL20160002242 4511/2017 w b V j b W a G W Q 3 � a �7 a 0 J q m � 4 w Q^ ry o `q x e .0 ~' z' 3 :'� t: r1 R ° a a 2 � a 00 a 0.17 a Qa a R p ° u 0 A A V3 0 ; 6 4 � vie ° • • C o ° m� n® v o v q c ooll 11 off, , � r � d ;Q e * mo o' 7f 111111111111% 04 C �Q IZ ire N C CN Q) v Q00 73 40 _j :t: 0 o s 04 fl G} LL 2 CCA N ■1■ -e c0 N Q d 04 a 6 LO� 4 C0 LU 7 0 u 41 0 0 V � ■ ■ n' E D C ■ a PRWWF No. 1408 ACRD N0: 1408-Ph2-65OP-SP Sheet No. in 15 of U FOR 8VAN - SPACE ONLY - R7-8 RESERVED PAWWC; $2W XF MUZ 12' i Co ter County Reviewed and Approved For Permit Issuance PL20'160002242 05/11/2017 5' 6" WHITE STRIPE PL►41V VIEW ��_8 RESERVED PAWAG H sna.co f �� l.i �w i. 6'-0" 1 '-a" 11-01 PillBUMPER, {2) 3/4" DIA. CENTER ON HOLES PARKING SPACE PL4N PRECAST B" 7'-4" 6" CONCRETE WHELES'TOP 3000, CONC. 2 EDGE OF PAVEMENT (2) #5 X 5'-0" 6" COMPACTED LIMEROCK BASE COMPACTED SUBuRADE �-15 x 2'-0" (2) REQUIRED CROSS SECTION PARKING BUMPER DETAILS N. T. S. • !n" wrniwi r Tvnr r ur 1. LIMEROCK BASE MUST BE COMPACTED TO A MINIMUM OF 98X OF MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 100. 2. STABILIZED SUBGRADE MUST BE COMPACTED TO A MINIMUM OF 98X OF MAXIMUM DRY DENSITY AND HAVE A MINIMUM LBR OF 40 AFTER MIXING. 3. ASPHALT TO BE APPLIED IN TNO 314- LIFTS TYPICAL ASPHALT PARKING SECTION N. T. 5. PLAN VIEW CATCH BASIN DATA USF GRA TE 'E A B 1 C D NO. OR A.E. 3'-4" 2' - 0" 4'-3" I 3'-1 6270 4'--4" .3' -0"j5' -70"j 4'-6"1 6,300 CROSS SECTION A A TOB EL. 9.0 ■ CONTROL EL. 6.0 - — — — — — - BOTTOM EL. 7.0 MIN. TYPICAL DRY DE MAMON AREA N. r -S. 4' COWRE7E (JM PSI MW.) 4" UMER/WK $LSE \ / \ \ �j\\\�\\f\ �v�\\��\,r� f\ \ 12- TYPICAL SIDEWALK SECTION N rs GRATE ELEV. 0"7 VARIES WITH PIPE DIA. SEE SECTION A -A 8", AND TABLE -1 15 BARS DIAD. (AS SHOWN) -4 #5 BARS AT 4 O.C. (EACH WAY) r2J101A COVER (2)`5 BARS OVER R NG D2 AT 1' O.C. +) \ CONSTRUCTION JOINT I --j t W' NOTES: 1. INLET TOPS SHALL BE FORMED AND CAST IN PLACE. PRECAST INLET TOPS WILL NOT BE ACCEPTED. FORMS AND STEEL PLACEMENT SHALL BE INSPECTED AND APPROVED BY ENGINEER PRIOR TO CONCRETE PLACEMENT. 2. ALL CONCRETE SHALL NAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,400 PSI IN 28 DAYS, (FLORIDA DOT -LASS IL CONCRETE PER SECTION 346 LATEST EDITION) 8' \- COVER MARKED ❑ STORM" 4 a� L a CONSTRUCTION JOINT I � ' DOWNSTREAM N FOR CURVED CURB SECTIONS FROV F FACE OF Bax TO BE PQbRED RADIAL TO CURB STANDARD THROAT INLET TABLE ---1 TYPE A GRATE C 1 3'-O" 3'-0" PIPE :! w_ 3'-p" 8" MIN, INVERT 5'-0" 3'-0" 8" AirlG. IV 3'-Q" 4'-D 7 PIPE SIZE 0"7 VARIES WITH PIPE DIA. SEE SECTION A -A 8", AND TABLE -1 15 BARS DIAD. (AS SHOWN) -4 #5 BARS AT 4 O.C. (EACH WAY) r2J101A COVER (2)`5 BARS OVER R NG D2 AT 1' O.C. +) \ CONSTRUCTION JOINT I --j t W' NOTES: 1. INLET TOPS SHALL BE FORMED AND CAST IN PLACE. PRECAST INLET TOPS WILL NOT BE ACCEPTED. FORMS AND STEEL PLACEMENT SHALL BE INSPECTED AND APPROVED BY ENGINEER PRIOR TO CONCRETE PLACEMENT. 2. ALL CONCRETE SHALL NAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,400 PSI IN 28 DAYS, (FLORIDA DOT -LASS IL CONCRETE PER SECTION 346 LATEST EDITION) 8' \- COVER MARKED ❑ STORM" 4 a� L a CONSTRUCTION JOINT I � ' DOWNSTREAM N FOR CURVED CURB SECTIONS FROV F FACE OF Bax TO BE PQbRED RADIAL TO CURB STANDARD THROAT INLET TABLE ---1 TYPE A 8 C 1 3'-O" 3'-0" 8" MN. :! 4'-0" 3'-p" 8" MIN, II 5'-0" 3'-0" 8" AirlG. IV 3'-Q" 4'-D 10 M1N- 1,6" 6' or S' (SEE PLAN) 6 1-112" S-3 ASPHALTIC CONC. 4" LIMEROCK BASE (98Z MAX) ASPHALT MULT—USE PATHWAY NTS SINK CONSTRUCTION CONSTM JOIt WHEN INLt_T FUNCTIONS AS A SINK, THE VALLEY GUTTER FLOW LINE SHALL LONER ONE INCH(7) PER THREE- FEET (3_) AND TRANSITION AS SHOWII ON THE RIGHT OF SECTION A A AND PLAN VIEW. STRUCTURE CAND VALLEY ENTER UNE) GUTTER ARE SYMMETRICAL ABOUT '��.► All ■ lam: t),11111AN111 SAWCUT AND REMOVE EXISTING CURB A►■moAll' ■ A Ii■ ► 1'-6- 7L'-6" T" e ° 4 a a ' i d o v L3• J 2.500# CONC. SEC77ON AT VAI I Fy CROSSING N. T. S. CHANNEL .7OMPACTED MATERIAL SECTION 1=1 STAKE THIS LINE (ASIDE FACE OF IAl = RACK OF n VALLEY GUTTER 14 AT 8" O.C.E:W. FINISHED GRADE `TIER 1 ro 14 EACH CORNER INLET TOPS BY PAVING CONTRACTOR INLET BOTTOMS BY UNDERGROUND CONTRACTOR 67x6" - 8/8 WW MESE OR #4 BARS AT 6" O. C.,E W. :TION NOTE: ALL. ELEVATIONS REFER TO NGVD 29, UNLESS OTHERWISE NOTED. FOR CONVERSION- NGVD - 1.22 = NAVD NAVD + 1.22 = NGVD This i1Pm has heen elnd nninaIIv signed and sealed by John R. Nusser, R.E. on 5Z4/17 — using a SHA -1 authentication code- Printed copies at this document are not considered signed and sealed and the SHA 1 authent calion code must he verified on any electronic copies. ASPHALT PAVEMENT LIMEROCK BASE SrAB1LIZED SUBGRADE 2,5001 CONC. TYPE D CURB N. TS 12" 12" a 4 J A w d nv a ,y 2'-0" 2,500* CONC. 2' CONCRETE VALLEY GLITTER 70' OR AS SHOWN OUTSIDE RAILING 3x8" .60 CCA 40 CCA MEASUREMENT Decking x'45 3x8" Stringers 2"x4 " .40 CCA .60 CCA RGH 274" 11 .40 CCA 3"x8" .60 CCA 2x6" S4S Decking .40 CCA /f 4 x4" Posts N I— #1 .40 CCA 8" .60 CCA R 3"x8" .60 CCA 4" HOG uble Bolted Note. All Roiling Material Wolman Extro or Equal ELEV. APPROX. 4' ABOVE EVA TION WARM" DETAIL N. T. S. 10" 2.50 CCA Pilings (typ.) Piling Penetration of 6' to 8' into substrate. ti J.d 'o li rt ami. A° f qa � oa o ° c A,0 I- g 11 ME V A m w• c a w fl � r -a . xmol11off 11 Al CCX L 0 LZ / -- a • 11i�1i a ❑ 4.1 N C Q 00 _-j 1 � y �t q) CS 13 Q) R a)Cll4o � °. ;� c o x °o o r.toV p 0 :� ,v -1.j 4-1 p� m 0 L3 0 z CL - C ` N N ►�C d N 0) .� (0 0N0 Q 0LO v 1.1- w U ami 0) I C . • b D EU 0 rl 913V PRa1aCr No: 1 108 ACAD NO: 1408-PH2-650PA-OT Sheet IVa. �� of L_ A TM F_i F -1 F---1 BUILDINGS 2-4 TYPICAL GA& SCALE = 1" = 40' (BUILDING 5 IS SAME ONLY MIRRORED THIS LEVEL FOR RESIDENTS AND GUESTS ONL Y (NON-PUBLIC) GENERAL NOTES 1. Public sidewalk curb ramps shall be constructed in the public right of way at locations that will provide continuous unobstructed pedestrian circulation paths to pedestrian areas, elements and facilities in the public right of way and to accessible pedestrian routes on adjacent sites. Curbed facilities with sidewalks and those without sidewalks are to have curb ramps constructed at all street intersections and at turnou75 that hove curbed returns. Partial curb returns shall extend to the limit prescribed by Index No. 515 to o=mmodate curb romps. Romps constructed at locations without sidewalks sWl have a landing constructed at the top of each romp. 2. The location and orientation of curb ramps shall be as shown in the plans. 3. Curb ramp running slopes at unrestrained sites shall not be simper than 1 : 12 and cross slope shall be 0.02 or flatter. Transitiion slopes sholl not be steeper than 1:12.. When altering existing pedestrian facilities where existing s+te development precludes Me accommodation of a ramp slope of 1 : 12, a running slope between 1: 12 and 1: 10 is permitted for a rise of 6" maximum and a running slope of between i : 10 and i : 8 is permitted for a rise of 3" max1nurn. Where compliance with the requirements for cross slope cannot be fully met, the rnnimum feasible cross slope shall be provided. Ramp running slope is not required to exceed 8' in length, except at sites where the plans specify a greater length. 4. if a curb romp is located where pedestrians must walk across the ramp, then the walk shall have transition slopes to the ramp; the maximum slope of the transitions shoil be 1: 12. Ramps with curb returns may be /sed at locations where other improvements provide guidance ❑wcy from that portion of curb perpendicular to the sidewalk; improvements for guidance are not required at curb ramps for linear pedestrian traffic. 5. Curb ramp detectable warning surfaces shall extend the full Kidth of the ramp and in the elinarKnn of trnwol 24" frnm the hnrk r5f rirrh f)PfPr.tnhlP wrrning .aurfnrP.s shaft hat rnnatrtjrterf by texturing a truncated dome pattern in conformance with U.S. Department of Justice A.D.A. Standard's For Accessible Design, A.D.A. Accessibility Guidelines, section 4.29.2, (detail showr above left ). Transition slopes are not to hove detectable womings. 6. Unless otherwise called out in the plans, the romp detectable warning surface shall be colored in accordonce with Section 351 of the Standards Specifications. 7. Where ❑ curb romp is constructed within existing curb, curb and gutter and/or sidewalk. the existing curb or curb and gu+ter shall be removed to the nearest Joint beyond the curb transitions or to the extent that no remaining section of curb or curb and gutter is les3 than 5' Jong. The existing s'dewalk shall be removed to the nearest joint beyond the transition slope or walk around or to the extent that no remoiaing section of sidewalk is less than 5' long. 8. Alpha -numeric identifications are for reference (plans, permits, etc. ). 9. Public sidewalk curb ramps are 'a be paid for as follows: Romps, reconstructed sidewalks, walk around sidewalks, siaewalk landings and sidewalk g curbs are to be paid for unaer the contract unit price for Sidewalk Concrete, (_" Thick), SY. Curb transitions and reconstructed curbs are to be paid for under the contract unit price for the parent curb, i.e., Curb Conc., C Type - J. LF or Curb and Gutter Conc.. ( Type _), LF. When a separate pay item for the removal and disposal of existing curb, curb and gutter, d and/or sidewalk is not provided in the plans, the cost of removal and disposal of these features shall be Included in the contract unit price for new curb. curb and gutter and/or sidewalk respectively, DESIGN NOTES 7. The color requirement in General Note 6 is to provide ❑ dark -on -light visual contrast between the detectable warning surface and the adjacent walking surface. Where adjacent walking surfaces are colored or are constructed with materials other Fhan Standard Class I Portland Cement Concrete in accordance with Section 522 of the Standards Specifications. The plans must provide for detectable warning surface colors or materiels that provide the necessary contrast, either dark -on -light or light -on -dark. Edge Of Detectable Warning S N VI jr &aQ&Q 2-:1 DOCAL SECOND SCALE 6BUILDING 5 IS SAME. ONL Y MIRRORED FLOOR = I" = 40' AS THiS LEVEL FOR RESIDENTS AND GUESTS ONL Y (NON-PUBLIC) R 8.10 Dome Pattern Sholl Be In -Line 5� 2.35m With Direction Of Travel I I I 1 1 1I I f ' Truncated Done (see Detail) - --0 0 0 0 0 0 0 0 PLAN VIEW 0.9" TRUiVCATED DOME Integral Dome f All Sidewalk Curb Ramps Shall !dove Detectable Warning Surfaces That Extend The Full Width Of The Ramp And In The Direction Of Trove+ 24 Inches (610 mm) From The Back Of Curb, CURB RAMP DETECTABLE WARNiiVG NTS FAVIAIMMMUM 2' A 2' TYP. Bt 2' Detectable WarningRAMP LENGTH 3' _ypRrEs Varies ( 9' - I I" Shown) *(SEE- MOTO MAK SLOPr 12:; Romp Varies ' 2' (.5' - I In Std.) 4' ( Min. ) 7YR r Zanding ( Not Required To -1- Landing ► 1!r A r i i i ►. i ► i.► ■ ■ ■ l err A RIP a 1111 fa � ■ • � � ■ r , � I s ■ � � s ■ . � a BERM C. E. A 8.10 6.0 R 8.10 4.O 2' TYP. Bt 2' Detectable WarningRAMP LENGTH 3' _ypRrEs Varies ( 9' - I I" Shown) *(SEE- MOTO MAK SLOPr 12:; Romp Varies ' 2' (.5' - I In Std.) 4' ( Min. ) 7YR r Zanding ( Not Required To -1- Landing ► 1!r A r i i i ►. i ► i.► ■ ■ ■ l err A RIP a 1111 fa � ■ • � � ■ r , � I s ■ � � s ■ . � a ITO REMAIN NATURAL MAX INTERNAL SWALE (SEE PLAN) LIMIT OF DEVELOPMENT NATIVE HERBACEOu MATCH EXISTING GRE.DF PLANTS (n'P) VARIES 3.5-5.5 DOUBLE- ROW SECTION "C-Cm� SiL T FENCE N. T. S. NOTE: ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:7 SLOPE IF GRASSED. 1F BERM IS GREATER THAN 2' AND SiDE SLOPE IS i_ESS THAN 4: 1. SiDE SLOPE MUST BE RIP -RAP OR SOME OTHER SUITABLE S TABiLiZA TION. CONSERYA TION AREA SfGN zL OPTIONAL PHASE fi 1 6'-8' MULTi-USE VARIES PATH OR BOARDWALK 14' MAX. FERIMETER BERM a❑ 7Q• ELEVATION=8.10 15' (MIN.) DRY DETENTION A B 25' (AVE.) �f //. S7 BOTTOM_ 7.9 5-0 3j L UPLAND BUFFER* - TOB: 9.0 7.0 {PRESERVE AREA I TO REMAIN NA TJRAL MAX. 4 `/\� 1.3 MC. E. (SEE TALE) AX kf LIMiT OF DEVELOPMENT MATCH EXISTING 8.04 (25Y1R/72 '-IR) NATIVE HERBACEOUS- DESIGN HIGH WATER PLANTS (TYP) VARIES 3.5-8.0 DOUBLE ROW SiLT FENCE wrlarer +: + r►r+► Irl ■ ■ ASP114L TIC PAVEMENT I.S 6 \ 7.5` SOFWALx (VARIES 4'-67 SEC77 N A -A SIDEWALK J. ASPH4LTIC T S. PAVEMEIV r f.5' A f A a NQTr.• a • IF VALLEY GU7TEF 15 7.5" DEEP WITH 1.5' VALLEY, r 5/ 3' DIMENSION AT F'ANDICAP RAMP 15 SUFF7CIENT TO ATTAIN 12:7 SLOPE. IF VALLEY auris IS S' OCE'P w1T1I 2- VALLEY, IMCN 5BCT101d B-$ WIDTH OF GUTTER VOST BE 4' TO ATTAIN 12-1 SLOPE. VALLEY GUTTER CONFIGURATION AT HANDICAP RAMP LOCATIONS N- T.S. This item has been electronically signed and sealed by John R. Musser, P.E. on 514117 using a SHA -1 authentication code- Prirted copies of this document are not considered signed and sealed and the SHA -1 authentication code must he verified on any electronic copies. Coder County Reviewed and Approved For Permit Issuance PL20160002242 05111017 3 Li CONSER VA FON Q AREA SIGN .)PTIONAL PHASE 6 V-8' MULTI-LISE I VARIES PATH OR BOARDWALK HIGh-RISE S I 16' MAX. FF -E PERMETER BERM AS NOTED 70' ELEIIA TION=SEE TABLE A 11E.VANES UPLAND( BUFFER J 0 U 1 y I� (WHERE SHOWN J 1 3 PRESERVE AREA 4 01 3 MAX. MAX. ITO REMAIN NATURAL MAX INTERNAL SWALE (SEE PLAN) LIMIT OF DEVELOPMENT NATIVE HERBACEOu MATCH EXISTING GRE.DF PLANTS (n'P) VARIES 3.5-5.5 DOUBLE- ROW SECTION "C-Cm� SiL T FENCE N. T. S. NOTE: ALL BERMS GREATER THAN 2' MUST HAVE A MAXIMUM 4:7 SLOPE IF GRASSED. 1F BERM IS GREATER THAN 2' AND SiDE SLOPE IS i_ESS THAN 4: 1. SiDE SLOPE MUST BE RIP -RAP OR SOME OTHER SUITABLE S TABiLiZA TION. CONSERYA TION AREA SfGN zL OPTIONAL PHASE fi 1 6'-8' MULTi-USE VARIES PATH OR BOARDWALK 14' MAX. FERIMETER BERM a❑ 7Q• ELEVATION=8.10 15' (MIN.) DRY DETENTION A B 25' (AVE.) �f //. S7 BOTTOM_ 7.9 5-0 3j L UPLAND BUFFER* - TOB: 9.0 7.0 {PRESERVE AREA I TO REMAIN NA TJRAL MAX. 4 `/\� 1.3 MC. E. (SEE TALE) AX kf LIMiT OF DEVELOPMENT MATCH EXISTING 8.04 (25Y1R/72 '-IR) NATIVE HERBACEOUS- DESIGN HIGH WATER PLANTS (TYP) VARIES 3.5-8.0 DOUBLE ROW SiLT FENCE wrlarer +: + r►r+► Irl ■ ■ ASP114L TIC PAVEMENT I.S 6 \ 7.5` SOFWALx (VARIES 4'-67 SEC77 N A -A SIDEWALK J. ASPH4LTIC T S. PAVEMEIV r f.5' A f A a NQTr.• a • IF VALLEY GU7TEF 15 7.5" DEEP WITH 1.5' VALLEY, r 5/ 3' DIMENSION AT F'ANDICAP RAMP 15 SUFF7CIENT TO ATTAIN 12:7 SLOPE. IF VALLEY auris IS S' OCE'P w1T1I 2- VALLEY, IMCN 5BCT101d B-$ WIDTH OF GUTTER VOST BE 4' TO ATTAIN 12-1 SLOPE. VALLEY GUTTER CONFIGURATION AT HANDICAP RAMP LOCATIONS N- T.S. This item has been electronically signed and sealed by John R. Musser, P.E. on 514117 using a SHA -1 authentication code- Prirted copies of this document are not considered signed and sealed and the SHA -1 authentication code must he verified on any electronic copies. Coder County Reviewed and Approved For Permit Issuance PL20160002242 05111017 3 Li 0 U w 6 J Q U a 3 W4 ti �V. f, y y � r• r• 0 q a 40 +Jq C[J o w" N "0 QE F N b1111 110 W a ��►�i 41111 , ti �u U1 CN ID v, c a V7 � Q -C •� 3 Q] O *- it V 6 M = M - �` c LL a� b00 � C °>' cv 0 a S. C"J0 0 UD r�rw� LO Li C] C co UJ = ' 0 U CIO 51113 Q E10 Q C Q7 ff cn .�+ CL .i 0. CL PROJECT NO: 1408 'i CAD NO: 1$D$-PH2-6SDPA-DT Sheet No.13 15 of ROUNDED CAP 6" DIAMETER DUCTILE IRON PIPE FILLED WITH CONCRETE. PIPE TO BE PRIMED TO SEAL SURFACE AND PAIN WFFH e HIGH VISIBILITY PAINT ('TRAFFIC YELLOW', OR COUNTY 0 APPROVED EQUAL)1 It SLOPE CONCRETE FROM 1" ABOVE FINISHED GRADE CONCRETE, 250D PSI PER STANDARDS SPECIFICATION 0331.90 Cofiff County Reviewed and Approved For Permit Issuance PL20160002242 05/11/2017 TRENCH BACKFILL IN COMPACT MAXIMUM 12' LIFTS TO A 98% REQUIRED DENSITY UNDISTURBED SOIL GROUND LEVEL MINIMUM DIAMETER REVISEo: AUGUST 2008 VEHICULAR GUARD POST DETAIL NTS AR EA TRENCH BACKFILL TO LEVEL OF ONE FOOT ABOVE TOP OF PIPE IN 6" COMPACTION LIFTS NOTES: TRENCH UNDISTUFBED LIMITS 1'-0" j OUTSIDE j 1'-O" :JET]LT.L1J.'.LiIE]fiE'1�1�:�1.'.EfiIL'd1I". WHERE ANY TRENCH OCCURS IN AN UNSURFACED AREA, THE THIRD STAGE OF BACKFILLING SHALL EXTEND TO THE FINISHED GRADE. THIRD STAGE SECOND STAGE AFIRST STAGE PIPE BEDDING (SEE NOTE 2) 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVAT13N EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EAR -H. LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL_ REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A fi" PIPE BEDDING SHALL BE USED. UNPAVED AREA TRENCH BACKI ILL DETAIL G-1 N.T.S. "EVlsmc AML 2m 18" x 18" x B" CONCRETE COLI_AR eA n •• a as 4 • A 4 • ■ I A TA v rd Ar 6 T 4 i T a T Y • a d • Y A 6 PLAN VIEW 16 MAIN 31 TURNS TO CPFN - C CW DARLING CO 1994 NON PAVED AREAS PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR FINISHED GRADE -\ SPECIFY LETTERING AS "IRR". "SEWER% OR 11iATER", DEPENDING ON USE WATER MAIN WATER MAIN 30" MINIMUM COVER 10' MINIMUM SEPrICN FOR SANITARY SEWER, STORM SEWER OR FORCE MAIN 18" MINIMUM 5' MINIMUM SEPARATION FOR IRRIGATION MAIN SEPARATION SANITARY SEWER, STORM SEWER, NATES; IRRIGATION MAIN AND FORCE MAIN I. WATER MAINS SHALL BE SEPARATFD FROM STORM SEWER, SANITARY SEWER, NON -POTABLE IRRIGATION AWNS, AND FORCE MANS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES MEASURED B-tWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE, THE IS INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANfTARY SEWER AND FORCE MAINS BY 10 FEET AND i ROTA IRRIGATION MAINS BY 5 FEET MFASUZED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. 2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING THICKNESS CLASS 200 AWWA C-9DO DR14. PVC (CLASS 235 AWWA C-905, DR 18, PVC FOR PIPES GREATER THAN 12- IN DIAMETER) OR DUCTILE IRON, PRESSURE CLASS 250 PIPE FOR A HORIZONTAL DISTANCE OF 10 FEET ON EACH SIDE OF THE CROSSING. WATER MAIN CONCRETE ENCASEMENT SHALL ONLY BE MADE AFTER WRITTEN APPROVAL OF THE WATER DIRECTOR OR HIS DESIGNEE. 3. 18 INCHES CLEAR DISTANCE SHAIL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER 4. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NOH -POTABLE IRRIGATION MAINS SHALL BE 1INWERMR+MYRENCHES. 5. WATER MAINS CROSSING ANY TYP- OF SANITARY SEWER, INCLUDING FORCE kAIN, OR STORM SEWER SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM :HE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARr SEWERS. STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-fi10, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE-TYPE SANITARY SEWERS, FORCE MNNS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. 5. 57 STONE SHALL BE UTILIZED FOR SEPARATION BETWEEN GRAVFTY SANITARY SEWER UNES AND STORMWATER UHM. 7. SEE SECTION 1- DESIGN CRITERIA SUBSECTIONS .2.3 AND 1.3 FOR ADDITIONAL REQUIREMENTS. PIPE SEPARATION DETAIL G-3 _3 N.T.S. REMSE77cc APRIL 2006 PROVIDE SCREENED, DOWNWARD - WING PVC BEND IN ACCORDANCE WITH FAC 62-555 SECTION 320(21)(B) REQUIREMENT x 7 FINISH GRADE cl -PEDESIAL HOUSING (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) -STAINLESS STEEL POST WITH STAINLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COLLIER COUNTY) -COMBINATION Alii RELEASE VALVE (SEE COUNTY APPROVES) PRODUCT LIST, APPENDIX F) SCHEDU.E 80 NIPPLE 1' BRASS CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) WITH COUPLING AS NECESSARY #57 STONE SEE THRUST BLOCK DETAIL ANCHORED IN CONCRETE COLLAR 6" THICK x (WASTEWATER ONLY) TWO PIECE CAST IRON VALVE 34 PROVIDE A 3" DIAMETER BRASS DSC ANCHORED 6" MINIMUM 1% M1N►MUM SLICE T8" x 18 6' CONCRETE COLLAR THE FOLLOWING INFORMATION: SIZE OF MAIN; BRASS BEND {TIP) 1" BRASS PIPE f1" BRASS CORPORATION STOP TURN TO OPEN; VALVE MANUFACTURER AND (SEE COUNTY APPROVED YEAR VALVE INSTALLED PRODUCT LIST, APPENDIX F) CONTRACTOR SHALL CONTACT 1' DOUBLE STRAP (TAPPING SADDLE BRASS 18" x 18" x 6" CONCRETE COLLAR LOCAL FIRE DISTRICT FOR PANT COLOR AND HYDRANT 2'-0" "WATER MAIN (2) #4 BARS CONTINUOUS AND SPECIFICATIONS MINIMUM POTABLE WATER AIR RELEASE VALVE DETAIL W-5 N.T.S. REVISED. AUG 2008 -PROVIDE A 3" DIAMETER BRASS DISC SEE THRUST BLOCK DETAIL ANCHORED IN CONCRETE COLLAR 6" THICK x (WASTEWATER ONLY) TWO PIECE CAST IRON VALVE 34 PROVIDE A 3" DIAMETER BRASS DSC ANCHORED -SIZE OF NA€N OR BYPASS IN CONCRETE COLLAR. DISC SHOULD PROVIDE T8" x 18 6' CONCRETE COLLAR THE FOLLOWING INFORMATION: SIZE OF MAIN; DEAD ENDS ENDS (2) NUMBER OF TURNS TO OPEN; DIRECTION TO NUMBER OF TURNS TD OPEN TURN TO OPEN; VALVE MANUFACTURER AND DIRECTION 10 TURN T8 OPEN YEAR VALVE INSTALLED VALVE MANUFACTURER CONTRACTOR SHALL CONTACT O 18" x 18" x 6" CONCRETE COLLAR LOCAL FIRE DISTRICT FOR PANT COLOR AND HYDRANT 2'-0" YEAR VALVE INSTALLED (2) #4 BARS CONTINUOUS AND SPECIFICATIONS MINIMUM PAVED AREAS (4)4 BARS DIAGONAL RADIUS 5'-0" MAXIMUMIGHT OF -WAY UNE OR SIDEWALK CURB, CUTTER, 7'-6" TRAFFIC OR EDGE OF MINIMUM BREAKAWAY PAVEMENT SEE is FLANGE PLANS J SEE THRUST BLOCK DETAIL 4 _�n 6" THICK x _OR TWO PIECE CAST IRON VALVE 34 N14 INSTALLATION PVC9PIPE cmncmn 24" SQUARE T8" x 18 6' CONCRETE COLLAR BOX WITH DR 18 PVC PIPE DEAD ENDS ENDS (2) WATER METER ASSEMBLY NOTES: MJ RETAINER GLANDS (TYP) CONCRETE BREAK r x EXTENSION IF NEEDED] 5 RILLUSTRATIVE FOR O SLAB WITH HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE VC (C-900 OR PIPE 32 13 CAST ON BARREL. 14 R5 AS 77 VALVE BOX IN AVD AR1EAS).VRE 11 VARIES 40 REQUUIRED ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. OR PIPE SHALL NOT BEAR ON TWO PIECE CAST IRON VALVE 3, TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING = FINISHED VALVE 0R WATER MAIN SUPPLY WITHOUT PAVEMENT EXTENSION IF NEEDED (C-900 DRAIN OR PLUG J SEE THRUST BLOCK DETAIL 4 _�n WATER MAIN DR 18 PVC PIPE DRAIN OPENING D (ORE _OR LENGTH AS 34 N14 INSTALLATION PVC9PIPE cmncmn ACHIEVE CLEARANCE �j L' -• HONE TTEEAP PAVED AREAS) DEAD ENDS ENDS (2) WATER METER ASSEMBLY NOTES: MJ RETAINER GLANDS (TYP) 4 0 SHOWN RE 9 5 RILLUSTRATIVE FOR O 1. HYDRANT MUST BE CURRENT YEAR MANUFACTURE AND YEAR OF MANUFACTURE MUST BE S 1 32 13 CAST ON BARREL. } 1 77 32 11 VARIES 40 2, ALL EXISTING MAINS WHERE FIRE HYDRANTS ARE TO BE INSTALLED SHALL BE HOT TAPPED. 4 TWO PIECE CAST IRON VALVE 3, TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING = BOX WITH DR 18 PVC PIPE 20 SADDLES FOR ASBESTOS CEMENT PIPE SHALL BE STAINLESS STEEL 5 EXTENSION IF NEEDED (C-900 5Q 17 12 DR 14 PVC PIPE IN PAVED 4. ALL FIRE HYDRANT BARRELS SHALL BE A MINIMUM 5-1/4" IN DIAMETER. 6 AREAS), VALVE BOX OR PIPE 58 2D 16 SHALL NOT BEAR ON VALVE 5. ALL FIRE HYDRANTS INSTALLED SHALL BE OF THE BREAK AWAY FLANGE TYPE AND SHALL 7 OR PRESSURE MAIN 75 MEET THE REQUIREMENTS OF THE LOCAL FIRE CONTROL DISTRICT. U 11 77 B. HYDRANT SHALL CONFORM WITH AWWA C-502. 8 PRESSURE MAIN 7• THRUST RESTRAINT SHALL BE BY MJ RETAINER GLANDS. ALL VALVES USED IN WATER DISTRIBUTION 84 8. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO SYSTEMS SHALL BE OF THE RESILIENT SEAT 218 90 NSF STANDARD 61. TYPE IN ACCORDANCE WITH AWWA C-515 95 40 19 TYPICAL VALVE SETTING DETAIL 253 105 FIRE I-YDRANT DETAIL G-7 N.T.S. 112 47 _3 N.T.S. W-3 REVISED: JUNE 2013 303 125 TrLl1ISEO: JAN 2009 I RIGHT -OF --WAY LJNE 2' OR SIDEWALK 4" x 4" REINFCRCED CONCRETE POS' 1/2- STAINLESS STEEL - ANCHORS 2--1/2" LONG 18" x 18" x 6- CONCRETE COLLAR 4 4 BARS DI GONAL A46 BURY LENGTH SHOULD BE D 1/2 THE PIPE DEPTH - CONCRETE QUANTITY TO ACHIEVE WEIGHT TO N1THSTAND FORCE OF PIPE `- EXISTING A/C PIPE UNDISTURBED SOIL +_ MEGALUG FITTINGS 45' (TYP) EXISTING A/C PIPE - HEADWALL RESTRAIN LENGTH (SEE FIGURE C-10) (BOTH SIDES OF ALL FITTINGS) ITEM IN CONFLICT RESTRAINED JOINT LENGTH AS REQUIRED TO ACHIEVE CLEARANCE NOTES I. SEE SECTION 1 DESIGN CRITERIA FOR AIR RELEASE VALVE REQUIREMENTS. NEW & EXISTING PIPE - RESTRAINED JOINT PIPE CONFLICT DETAIL REVISED: AMIL xoo6- 4 N.T.s. SAMPLING STATION (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) WITH 1/4" PET r COCK AND BRASS STANDPIPE /STAINLESS STEEL POST WITH STANLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COLLIER COUNTY) TO ROADWAY rWATER MAIN 3/A' POLYETHYLENE WATER SERVICE TUBING COUPLING WITH STAINLESS STEEL 1 INSERT AND BUSHING {SEE COUNTY APPROVED PRODUCT LIST, APPENDIX I} J SIDE VIEW BRASS SERVICE SADDLES WITH CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LUST, APPENDIX q FOR PVC C-ROO 6" TO 12 . ALL SIZES DUCTILE IRON PIPE SHOULD BE DIRECT TAP WITH CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) PERMANENT BACTERIAL SAMPLE POINT DETAIL N.T.S, W-6 RENSED: AUGUST 2008 CONCRETE FOUNDATION (TYP) LENGTH AND WIDTH AS REQUIRED SEE THRUST BLOCK DETAIL 4 _�n FOR EXISTING A/C PIPE �1 LENGTH AS 34 REQUIRED TO 8 x 4 ACHIEVE CLEARANCE �j L' -• � ITEM CONCRETE QUANTITY TO ACHIEVE WEIGHT TO N1THSTAND FORCE OF PIPE `- EXISTING A/C PIPE UNDISTURBED SOIL +_ MEGALUG FITTINGS 45' (TYP) EXISTING A/C PIPE - HEADWALL RESTRAIN LENGTH (SEE FIGURE C-10) (BOTH SIDES OF ALL FITTINGS) ITEM IN CONFLICT RESTRAINED JOINT LENGTH AS REQUIRED TO ACHIEVE CLEARANCE NOTES I. SEE SECTION 1 DESIGN CRITERIA FOR AIR RELEASE VALVE REQUIREMENTS. NEW & EXISTING PIPE - RESTRAINED JOINT PIPE CONFLICT DETAIL REVISED: AMIL xoo6- 4 N.T.s. SAMPLING STATION (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) WITH 1/4" PET r COCK AND BRASS STANDPIPE /STAINLESS STEEL POST WITH STANLESS STEEL HARDWARE AND STAINLESS STEEL LOCKING HASP WITH BRASS LOCK (KEYED FOR COLLIER COUNTY) TO ROADWAY rWATER MAIN 3/A' POLYETHYLENE WATER SERVICE TUBING COUPLING WITH STAINLESS STEEL 1 INSERT AND BUSHING {SEE COUNTY APPROVED PRODUCT LIST, APPENDIX I} J SIDE VIEW BRASS SERVICE SADDLES WITH CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LUST, APPENDIX q FOR PVC C-ROO 6" TO 12 . ALL SIZES DUCTILE IRON PIPE SHOULD BE DIRECT TAP WITH CORPORATION STOP (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) PERMANENT BACTERIAL SAMPLE POINT DETAIL N.T.S, W-6 RENSED: AUGUST 2008 CONCRETE FOUNDATION (TYP) LENGTH AND WIDTH AS REQUIRED RESTRAINED PIPE LENGTH IN FEET (1j TEE (3) REDUCER (4) 4 _�n PIPE LENGTH IN BY METER ASSEMBLY, 6" THICK 6 x 6 34 REINFORCED 6 X 6 10/10 8 x 4 HORIZONTAL 45' 22-1 WELDED 'HIRE MESH -1 �4' DEAD ENDS ENDS (2) WATER METER ASSEMBLY BENDS 4 0 SHOWN RE 9 5 RILLUSTRATIVE FOR O 23 PURPOSES ONLY) S 1 32 INSTALL INLINE GATE VALVE L.al AT PROPERTY LINE OR RIGHT-OF-WAY LINE RIGHT-OF-WAY - - - - -. LEd 1�CO`�N'STRUCT DRIVEWAY PER FLORIDA D.O.T. INDEX 515. 2. VEHICULAR GUAROPOSTS ARE NOT SHOWN. PROVIDE GUARDPOSTS M REQUIRED BY WATER METER DETAIL ANO SITE. 3. DP,IVEWAY ORIENTATION TO BE AS APPROVED BY THE COUNTY. 4. MAINTENANCE ACCESS SHALL BE INCLUDED IN COUNTY UTILITY EAS EM ENT. 5, IF ROADWAY CURB EXISTS, PROVIDE CONCRETE TRANSITION ONTO DRIVEWAY. 10'-0" GRASS DRIVEWAY OVER 6" COMPACTED LIMEROCK (ALTERNATE DRIVEWAY = 1-1/2" ASPHALT OVER LIMEROCK) (2) BCLLARDS WITH SS EYE BOLTS, SS CHNN WITH SNAP ENDS REQUIRED ONLY WITH ALTERNATE ASPHA-T DRIVEWAY (SEE ABOVE) MAINTENANCE DRIVEWAY FOR WATER METERS 3" AND LARGER N.T.S. Wq - 14A REVISED: SEPTEMBER 2OD6 REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ASSEMBLY (PROVIDED BY CONTRACTOR) SUPPLIED WITH AMMOMIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. INSTALLATION AS REQUIRED EY COUNTY ORDINANCE AND AWWA M-14 STANDARDS (SEE APPROVED BACKF•OW DEVICES, APPENDIX G) TEMPORARY METER TO BE PROVIDED BY COLLIER COUNTY WITH A 48 HOUR PIPE RESTRAINED PIPE LENGTH IN FEET (1j TEE (3) REDUCER (4) RESTRAINED PIPE LENGTH IN FEET (1) 6 x 6 34 SIZE IN INCHES 8 x 4 HORIZONTAL 45' 22-1 BENDS �2' 11 -1 �4' DEAD ENDS ENDS (2) 45• VERTICAL UPPERLOWER BENDS 4 23 9 5 2 55 23 8 S 1 32 13 6 3 77 32 11 8 40 17 8 4 100 41 14 10 48 20 10 5 120 5Q 17 12 56 23 1 11 6 141 58 2D 16 71 29 14 7 181 75 25 18 77 32 15 8 200 83 28 20 84 35 17 8 218 90 30 24 95 40 19 10 253 105 35 30 1 112 47 22 11 303 125 41 35 127 53 25 13 350 145 47 PIPE SIZE IN INCHES RESTRAINED PIPE LENGTH IN FEET (1j TEE (3) REDUCER (4) 6X 4 0 40 6 x 6 34 8 x 4 0 72 8 x 8 55 10 x 6 3 74 10 x 10 75 MATER METER (SEE 12 x 4 D 122 12 x 8 31 75 12 x 12 95 APPENDIX F) 16X 6 D 153 I's x 10 44 107 16 x 16 134 18 x 8 0 157 18 x 12 68 108 18 x 18 152 �O 20 x 10 20 161 20 x 16 120 77 20 x 20 170 40 0 24 x 12 37 187 24 x 18 132 109 24 x 24 204 30 x 16 78 213 30 x 20 138 165 30 x .3D 252 36 x 15 84 259 36 x 24 170 191 36 x 35 298 NOTIFICATION. CERTIFIED BACKFLOW }0 TESTER TO BE ONSITE AT THE TIME THAT THE METER IS SET a 7 Cr`O I :x LJ SCHEDULE 80 PVC (TYP) FLOW MJ RETAINER GLANDS (TYP) NOTES; 1, RESTRAIN ALL PIPE JOKES WITHIN THE DISTANCE SHOWN ON THE FABLES MEASURED FROM THE POINT OF CONNECTION. 2. ISOLATION VALES SHALL BE TREATED AS DEAD ENDS. WITH RESTRAINT ON 807H SIDES OF THE VALVE_ 3. RESTRAINT IS FOR BRANCH OF TEE. IF BRANCH SIZE IS NOT ON TABLE, USE NEXT LARGEST BRANCH, 4. RESTRAINT IS FOR LARGE DIAMETER SIDE OF REDUCER. IF REDUCER 511E IS NOT ON TABLE, USE NEXT SMALLER REDUCER (SMALL END), 5. THIS SCHEDULE i5 TO BE USED FOR DUCTILE IRON AND PVC PIPE, PIPE RESTRAINT SCHEDULE PAVED AREAS .NON -PAVED AREAS MJ RETAINER GLAND WITH RUBBER SEAL - x 18" ■ 6" CONCRETE COLLAR EXTEND BLOWOFF 24" ABOVE FINISHED GRAD FINISHED PAVEMENT FINISHED GRADE LINE f 512E GATE VALVE (SEE NOTE 2 MJ TAPPED GIP WFH HOSE BIBS VALVE BOX SHALL NOT BEA ON VALVE OR WATER MAIN W RETAINER GLANDS (EYP) MJ 4S BEND WITH MJ RETAINER GLANDS [rYP) S DE VIEW NOTES: 1, MJ TAPPED CAP WITH HOSE BIBB IS TO BE REMOVED AFTER INITIAL BACTERIOLOGICAL CLEARANCE AND PRIOR TO WATER MAIN ACCEPTANCE. 2. SEE TECHNICAL SPECIFICATICNS SECTION 3312W FOR CATE VALVE AND VALVE BOX REOUIREMENTS. 3. ALL COMPONENTS THAT [OWE INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. TEMPORARY BLOWOFF ASSEMBLY Wf BACTERIAL SAMPLE POINT DETAIL REVISED: JUNE 2013 N.T. S. W-1 G-10 NTS REVISED; APRIL 2006 2" REDUCED PRESSURE EtACKFLQW PREVENTER ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM APPROVED FOR FIRE SERVICE INSTALLATION. INSTALLATION AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-14. (SEE .APPROVED BACKF_0W DEVICES, APPENDIX G) PRESSURE GAUGE-+ FIRE PROTECTION METER (SEE COUNTY APPROVED PRODUCT LIST. APPENDIX F) UL/FIA APPROVED FOR FIRE SERVICE MJ TAPPED CAP INSTA_LATION (FACTORY ASSEMBLED WITH TOP ACCESS STRAINER ONLY) WITH 2" THREADED TAP PRESSURE GNU 1 MAIN This item has been electronically signed an i �alal � 1 y John R. M isser, P. E. on using a SHA -1 authentication code. Prirted copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified on any electronic copies. LOCK OS&Y VALVE CLOSED 2" CURB STOP 12" SPOOL PIECE ;34 -TAP 2TEE WITH " HOSE BIBBS DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM APPROVED FOR FIRE SERVICE INSTALLATION. INSTALLATION AS REQUIRED BY COUNTY ORDINAN;E AND AWWA M-14. (SEE APPROVED BACKFLOW DEVICES, APPENDIX G) -RISING STEM AND RESILIENT SEAT FLANGED GATE VALVE (EYED OF THREE) '\.- MJ TAPPED CAP WITH 2'THREADED TAP ��F4 �v 12' SPOOL PIECE O ; , WITH 2' TAP THRUST 4'-0" MINIMUM/6'-0" MAXIMUM 8LOCK STAINLESS STEEL 1 OR CAST IRON GATE VALVE (MAIN LINE HOT TAP) TAPPING SADDLE EXISTING MAN NOTES: ` MJ 45' OR 90' BEND WITH �4 RETAINER GLANDS � 1, FINAL CONNECTION TO BE WTNESSEO EN COLLIER COUNTY WATER DISTRIBUTION, MAIN SIZE PER 2, MJ TAPPED CAPS T4 BE PROPERLY RESTRAINED, uTFLFY PLAN MAIN SIZE PEAK UTILITY PLAN 3. INSTALL JUMPER TAP SYSTEM FOR TEMPORARY METER DOWNSTREAM DF BLIND FLANGE FOR CONSTRUCTION WATER. NOTES: 4, TAPPING SADDLES MAY BE EITHER STAINLESS STEEL OR DUCTILE IRON. ALL TAPPING SADDLES FOR ASBESTCS CEMENT PIPE SHALL BE STAINLESS STEEL_ 1. ALL A30V__ GROUND PIPE SHALL BE FLANGED END DUCTILE IRON PIPE. PRESSURE CLASS 350. ALL NUTS AND BOLTS SHALL BE STAINLESS 5. JUMPER ASSEMBLY MUST BE MINIMUM OF 1S" ABOVE FINISHED GRACE. STEEL, 6. BKFLOW ASSEMBLY REQUIRES INITIAL UL BY CERTIFIED AKFLOW TESTER. 2. WATER WIN EXTENSION AND ASSEMEILY IS REQUIRED TO BE FLUSHED, CHLORINATED AND GIVEN BACTERIAL CLEARANCE BY THE WATER 7, THIS ASSEMBLY SHALL ONLY BE USED IF NO COMBUSTIBLES WILL BE ON SITE. IF COMBUSTIBLES ARE BROUGHT ON SITE, THEN DEPARTMENT LAB BEFORE PLACEMENT IN SERVICE E THE TEMPORARY BACKFLOW 3REVENTERS AND FIRE PROTECTION METER TIE-IN ASSEMBLY SHALL BE USED. 3. BACKFLOM UNIT AND METER REQUIRES INITIAL CERTIFICATION FOR OPERATION AND ACCURA';Y WITH RESULTS AND ANNUAL TESTS SIJSM17E D TO B. THIS ASSEMBLY IS NOT APPROVED TO PROVIDE FIRE PROTECTION WATER TO THE SITE DURING CONSTRUCTION. ASSEMBLY NOT THE COLDER COUNTY WATER DEPARTMENT, TO BE REMOVED AND SPOOL PIECE INSTALLED FOR FINAL CONINECTON UNTIL AFTER TESTING, BACTERIAL CLEARANCE, FINAL 4. INSPECTIONS ARE REQUIRED FOR SYSTEM TIE-IN AND ASSEMBLY CONNECTION. INSPECTION AND COUNTY ACCEPTANCE. 9. GAP CONFIGURATION TO BE NSTALLED WITHIN 24 HOURS OR LESS AT THE DISCRETION OF THE WATER DISTRIBUTION 5. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT, DEPARTMENT. 6. ALL COMFONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO MSF STANDARD fit. 10. ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 51. 7. A 4'XB' SIGN WITH 3" LETTERS OR BIGGER SHALL READ: "IN CASE OF FIRE, OPEN VALVE.' CONNECTION TO EXISTING WATER MAIN DETAIL 8. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF ( GAP CONFIGURATION) CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES, PROPERTIES USING RECLAIMED WATER, ETC.), EXIST, N.T.S.N.T.S. W_z_ W -g REVISED: JAN 2009 , USE OF THESE APPLIANCES WILL REVISED. JULY 2°" NOTE BE A T THE DISCRETION OF THE FIRE DIS TRIC T LOCK VALVE CLOSED BRASS STRAINER DOUBLE CHECK DETECTOF BACKFLOW PREVENTER ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM APPROVED FOR FIRE SERVICE INSTALLATION. INSTALLATIDI AS REQUIRED BY COUNTY ORDINANCE AND AWWA M-14. (SEE APPROVED BACKFLCW DEVICES, APPENDIX G) FLANGED GATE VALVE WITH RISING STEM AND j RESILIENT SEAT (TYP) VEIICULAR GUARD POST (TYIP -INSTALL INLINE GATE VALVE AT PROPERTY LINE OR RIGHT-OF-WAY UNE CONCRETE FOUNDATION (TYPY- 4' WIDE x 5' LONG, 6" THICK; REINFORCED 6 x 6 10/10 WELDED WRE MESH 0 0 A VV15 'I C C 4 Y r 4 4a NOTES: VAI -VE SETTER (SEE COUNTY APPROVED- u PRODUCT LIST, APPENDIX F) 1. ALL ABOVE [•ROUND PIP- WILL HAVE FLANGED END DUCTILE NRON PIPE, PRESSURE CLASS 350, ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL. 2. (4) VEHICULAR GUARD PDSTS TO BE INSTALLED AROUND ASSEMBLY. CONFIGURATION TO BE ILLUSTRATED ON CONSTRUCTION DOCUMENTS SUBMITTED FOR REVIEW AND APPROVAL. 3. AS THIS UNIT WILL RECIL1RE PERIODIC TESTING, FACILITIES REQUIRING CONTINUOUS WATER SERVICE MAY WISH TO INSTALL PARALLEL UNITS TO PREVENT SERVCE INTERRUPTIONS. 4. ASSEMBLY WILL BE OWNED AND MAINTAINED BY PROPERTY OWNER, STARTING AFTER THE INLINE GATE VALVE AT THE PROPERTY LINE OR RIGHT -OF -WRY LINE, 5. COUNTY WILL REQUIRE DEDICATION OF MATERIAL UP TO AND INCLUDING THE INLINE GATE VALVE FROM THE COUNTY'S WATER MAIN. 6. BACKFLOW DEVICE REQUIRES INTIIAL CERTIFICATION 13Y AN APPROVED CERTIFIED TESTER WITH RESULTS AND ANNUAL TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT, 7. ALL PLANTING SHALL BE A MINIMUM OF 1.5' FROM THE EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. S. THIS ASSEMBLY SHALL BE PAINTED WITH RED EPDXY PAINT. 9. ALL COMPONENTS THAT ;OME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 10. A REDUCED PRESSURE DETECTOR BACKFLOW ASSEMBLY SHALL BE USED WHEN HIGH HAZARDS, AS DEFINED BY AWWA M-14 (e.g., RISK OF CHEMICAL ADDITION, MEDICAL FACILITIES, INDUSTRIAL FACILITIES. PROPERTIES USING RECLAIMED WATER, ETC.), EXIST. 4" THROUGH 10" COMPACT FIRE SYSTEM DETECTOR CHECK ASSEMBLY DETAIL W-1 1A N' REVISED: JULY 2O1 J 45' OR 90' BEND WITH MEGALUG 12- LONG SPOOL PIECE- _ MJ RETAINER GLANDS CONCRETE FOUNDATION (TYP) 1 FULL LENGTH OF METER ASSEMBLY 4' WIDE, fi" THICK; REINFORCED REDUCED PRESSURE BACKFLCW PREVENTER 6 x fi 10/10 WELDED WIRE MESH ASSEMBLY SUPPLIED WITH AMMONIA AND CHLORINE RESISTANT SEATS AND SILICONE RUBBER SEALS. UL/FM APPROVED FOR FIRE MATER METER (SEE SERVICE INSTALLATION. INSTALLATION AS AIR VALVE WITH CORPORATION COUNTY APPROVED REOUIRED BY COUNTY ORDINANCE AND AWWA STOP (SEE COUNTY APPROVED PRODUCT LIST, M-14 (SEE APPROVED BACKFLOW DEVICES, PRODUCT LIST, APPENDIX F) APPENDIX F) APPENDIX G). FLANGED GATE VALVE WITH BRASS NIPPLE CS RISING STEM AND RESILIENT SEAT (TYP) 45 Uh yu dEnu wITF1 VMj RETAINER GLANDS C' 11 (J TYP �O 12' MINIMUM ABOVE SLAB TO RP DUMP PORT MAIN SIZE PER UTILITY PLAN FLANGED TEE WITH BLIND FLANGE FLANGED STRAINER WITH TCP ACCESS AND 1' NPT GALVANIZED PLUG MAIN SIZE PER AND FUSION BONDED. EPDXY LINING UTILFTY PLAN (SEE COUNTY APPROVED PRODUCT ADJUSTABLE STAINLESS STEEL LIST, APPENDIX F) PIPE SUPPORT STANDS AS REQUIRED ANCHORED TO PAD (TYP) NOTES: I. ALL ABOVE GROUND PIPES WILL BE FLANGED END DUCTILE IRON PIPE, PRESSURE CLASS 354. ALL NUTS AND BOLTS SHALL BE STAINLESS STEEL. 2, (4) VEHICULAR GUARD POSTS TO BE INSTALLED AROUND METER, LOCATION TO BE FIELD DETERMINED BY THE ENGINEER OR HIS DESIGNEE. S. THIS ASSEMBLY IS PERMITTED FDR POTABLE SERVICE ONLY. 4, A FULL SIZE BYPASS SHALL 3E INSTALLED TO PREVENT A REDUCTION IN FLOW DURING PERIODIC TESTING. 5. BACKFLOW UNITS SHALL BE ESTED BY CERTIFIED BACKFLOW TECHNICIAN WITH TEST RESULTS SUBMITTED TO THE COUNTY WATER DEPARTMENT FOR CERTIFICATION AND APPROVAL. 6. COUNTY WILL REQUIRE DEDICATION OF ALL. MATERIALS AND EQUIPMENT FROM THE METER ASSEMBLY BACK TO THE COUNTY WATER MAIN. 7. ALL PLANTINGS SHALL BE A AINIMUM OF 1.5' FROM EDGE OF SLAB, AND SHALL PROVIDE A 3' ACCESS OPENING. & ALL COMPONENTS THAT COME INTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NSF STANDARD 61. 3" AND OVER POTABLE WA -ER METER ASSEMBLY DETAIL W-13 NTS REVISED: JANUARY 2009 a4 CS C' 11 �O ET 0, f Ia.0 o o 40 0 OQ o 00 a o° 0 o q 11 MIS V j C O w • E w o! V • V 6 0 p � eL m 0 •• `6+� 4 � �7 + CA• a � r * C u _ yIn Lg z-ro � 4� 11,1114111Ljj a o LO N q) 01 C 40 00 � � Q y CS (�] R C a)�o q C=1�. • Z I x °o a - o coo --J to to C V :9 ,v J d p�rl rn �, 0 Ln r L3 O LL. .H 7 C 0) fl N C) N Q XD l v Lei C] C C C w R U C `ry (l) �j V D 0 U o �0 V PRouacr No: 1 108 ACAD ND: 1408-PH2-650PA-0T Sheet No.14 15 of ELEVATION WW-- 1 1 REVISED: APRIL 2006 SEWER CLEAN—OOT DETAIL PAVED AREAS NT5 PIPE SHALL BE BEVELED OR SQUARE FLEXIBLE, RUBBER SLEEVE. LDCK- JOINT TYPE WITH STAINLESS STEEL FLEXIBLE RUBBER STRAP, OR AS DROP PIPE SLEEVE WITH APPROVED ENCASEMENT STAINLESS STEEL STRAP (SEE DE -AIL I A -A) II �o l aaCIO [no ao PVC SEWER ❑❑noon❑❑ ddrsaon❑d PIPE ❑❑❑❑❑❑❑❑ ❑ ❑ SECTION \ CAST IRON FRAME J AND COVER (TYP) REINFORCING STEEL FINISH ONE COIU ASPHALTIC PAINT PLAN STAINLESS STEEL STRAP PVC SLWER WATERTIGHT SEWER MANHOLE FRAME AND, PIPE COVER (SEE COUNTY APPROVED PRODUCT GROUT (TYP) RUBBER LEST, APPENDIX F), FLUSH WITH GRADE ELEVATION SLEEVE (24` MINIMUM DIAMETER) PAVEMENT DETAIL, A -A MINIMUM OF TWO PRECAST CONCRETE OR HDPE REMOVABLE PVC RISER RINGS AND CHIMNEY SEAL (SEE COUNTY SEWER CLEAN-OUT RIM AND CO1EER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) BETWEEN /—REMOVABLE PVC THREADED PLUG MANHOLE AND CAST IRON FRAME 304 STAINLESS STEEL INFLOW PROTECTORS` APPROVED PRODUCT LIST, APPEN)IX F} FLUSH IN COMPOUND (SEE COUNTY THREADED PLUG AT PRELIMINARY EASEMENT, PROPERTY OR (SEE COUNTY APPROVED PRODUCT LIST, PAVEMENT AREAS ALL JOINTS APPENDIX F) AS SPECIFIED IN SECTION 099723 UTILITY INSPECTION A RIGHT-OF-WAY LINE 8" 4' DIAMETER 8 (SEE COUNTY APPROVED PRODUCT LIST, x�x 6x , r\ TO BE LOWERED TO 'I APPENDIX F) (TYP) I� EXTERIOR SURFACES SHALL BE DOUBLE COATED ❑❑ FINAL GRADE AT TIME \ 2 NON ❑ ❑PENETRATING ACCEPTABLE B17UMINGUS OR EPDXY SEALER = CAST IRON OR OF PLUMBER'S TIE-IN 12" MAXIMUM WITHIN 8" MINIMUM ❑ TRAFFIC TYPE +I 2' CHANGE IN FLOW LINE OR GREATER RIGHT-OF-WAY LINE f PIPE JOINTS 70 BE CENTERED TO BE POURED • METER Box ON MANHOLE WALL CONCRETE Y" FLEXIBLE RUBBER SLEEVE WITH STAINLESS fi" MENMUM v ❑ SE ER ❑ STEEL STRAP (SEE DETAIL A -A) CLEAR i2• 16" TYP NON -PAVED AREAS PROVIDE CLEAN --OUT ON SEWER/ #4 BARS 0 12" OC EW (4'-0" DIAMETER) 3/4" CRUSHED ROCK ELEGTRONIG MARKER 41 I LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS // fr AND COVER (SEE (SEE COUNTY APPROVE(? PRODUCT LIST, APPENDIX F} 1COL x 18" x 6" CONCRETE Co ier County County STONE PRODUCT LIS?, LAR ill APPENDIX F) SUREGRIP PA SECTION (IF FLOOR LI EF FLOW LINE CHANNELS SHALL BE SEWER BRANCH WYE CLAY BRICK HAVING A MINIMUM 45' BEND PROVIDE CLEAN-OUT ON SEWER OF 2' POURED CONCRETE OR MANHOLE DETAILS p J>, n' 2" GROUTED FINISH, 0.1' DROP q) 8" SANITARY LATERAL LATERALS AT UTILITY EASEMENT DROP // -Y+ " EXPANSION Reviewed and Approved �� N-5 REVISED: AUGUST 2008 LIMITS. SEE PLANS Q �� ,JOINT AROUND CAP For Permit Issuance -- FLOW CS 13 FLUSH WITH SLAB ILI 104o /�f`��i/��f SEWER 3RANCH WYE 45' BEND � ,v :C0-- b R J d [ MINIMUM tf rl p� Q) �, (T) 0 Ln r PL20160002242 (A N N SLOPE Lo 6" SANITARY LATERAL CTJ C Lij0 0511112017 n, —rlaw to U C O ►V ELEVATION WW-- 1 1 REVISED: APRIL 2006 SEWER CLEAN—OOT DETAIL PAVED AREAS NT5 PIPE SHALL BE BEVELED OR SQUARE FLEXIBLE, RUBBER SLEEVE. LDCK- JOINT TYPE WITH STAINLESS STEEL FLEXIBLE RUBBER STRAP, OR AS DROP PIPE SLEEVE WITH APPROVED ENCASEMENT STAINLESS STEEL STRAP (SEE DE -AIL I A -A) II �o l aaCIO [no ao PVC SEWER ❑❑noon❑❑ ddrsaon❑d PIPE ❑❑❑❑❑❑❑❑ ❑ ❑ SECTION \ CAST IRON FRAME J AND COVER (TYP) REINFORCING STEEL FINISH ONE COIU ASPHALTIC PAINT PLAN STAINLESS STEEL STRAP PVC SLWER WATERTIGHT SEWER MANHOLE FRAME AND, PIPE COVER (SEE COUNTY APPROVED PRODUCT GROUT (TYP) RUBBER LEST, APPENDIX F), FLUSH WITH GRADE ELEVATION SLEEVE (24` MINIMUM DIAMETER) PAVEMENT DETAIL, A -A FLEXILE RUBBER SLEEVE WITH STA3NLE55 STEEL STRAP (SEE DETAIL A -A) ❑ ❑ oo�oD CIaCV CIDCIaa ooeoDoo CAST IRON FRAME AND COVER FINISH ONE COAT ASPHALTIC � J PAINT MINIMUM SLOPE ELEVATION SEWER CLEAN—OUT DETAIL—NON PAVED AREAS N.T.S. WW -12 REVISED: JUNE 2013 FRAME AND COVER SPECIFY LETTERING - AS "COLLIER COUNTY" OR LEAVE BLANK IF PRIVATELY OWNED RUBBER O-RING IN MACHINEt' DOVETAIL GR IN COVER - 3/4" MINIMUM OF TWO PRECAST CONCRETE OR HDPE CAST IRON FRAME ON RISER RINGS AND CHIMNEY SEAL (SEE COUNTY CONCRETE TO BE EET APPROVED PRODUCT LIST, APPENDIX F) BETWEEN MANHOLE AND CAST IRON FRAME 304 STAINLESS STEEL INFLOW PROTECTORS` ALL INTERIORS OF MANHOLES (PUBLIC AND COMPOUND (SEE COUNTY PRIVATE) SHALL HAVE INTERNAL PROTEC7ION PLASTER (SEE COUNTY APPROVED PRODUCT LIST, ALL JOINTS APPENDIX F) AS SPECIFIED IN SECTION 099723 ' A PLASTIC JOINT SEALING COMPOUND 8" 4' DIAMETER 8 (SEE COUNTY APPROVED PRODUCT LIST, PLACE APPENDIX F) (TYP) I� EXTERIOR SURFACES SHALL BE DOUBLE COATED ❑❑ (MINIMUM 18 MILLIMETERS THICK) WITH AN 2 NON ❑ ❑PENETRATING ACCEPTABLE B17UMINGUS OR EPDXY SEALER SEWER ' t4 BARS p 12" OG EW OR INLET EQUAL PER ASTM C-478 8" MINIMUM ❑ . •■ noon❑❑❑❑o❑ 2' CHANGE IN FLOW LINE OR GREATER ENCASEMENT ,► • ! f PIPE JOINTS 70 BE CENTERED TO BE POURED • ❑ ON MANHOLE WALL CONCRETE Y" FLEXIBLE RUBBER SLEEVE WITH STAINLESS fi" MENMUM v ❑ SE ER ❑ STEEL STRAP (SEE DETAIL A -A) CLEAR i2• 16" TYP #4 BARS 0 12" OC EW (4'-0" DIAMETER) ` ' #fi BAFP 0 9" OC EW (5'--0" AND B' -O" 4 ,• DIAMET R; 1.7 AND COVER (SEE r 12" CRUSHED STONE PRODUCT LIS?, y g f�J, APPENDIX F) SUREGRIP PA SECTION (IF FLOOR LI EF FLOW LINE CHANNELS SHALL BE IS USED) CLAY BRICK HAVING A MINIMUM PLAN OF 2' POURED CONCRETE OR MANHOLE DETAILS p J>, n' 2" GROUTED FINISH, 0.1' DROP q) Y Y V V ACROSS MANHOLE DROP MANHOLL DETAIL N-5 REVISED: AUGUST 2008 FLEXILE RUBBER SLEEVE WITH STA3NLE55 STEEL STRAP (SEE DETAIL A -A) ❑ ❑ oo�oD CIaCV CIDCIaa ooeoDoo CAST IRON FRAME AND COVER FINISH ONE COAT ASPHALTIC � J PAINT MINIMUM SLOPE ELEVATION SEWER CLEAN—OUT DETAIL—NON PAVED AREAS N.T.S. WW -12 REVISED: JUNE 2013 FRAME AND COVER SPECIFY LETTERING - AS "COLLIER COUNTY" OR LEAVE BLANK IF PRIVATELY OWNED RUBBER O-RING IN MACHINEt' DOVETAIL GR IN COVER - 3/4" uer"IN Fn SECTION 304 STAINLESS STEEL INFLOW PROTECTOR MANHOLE RING AND COVER DETAIL NTS WW -6 R111SED: AUGUST 2008 PLAN WATERTIGHT SEVER MANHOLE FRAME AND . COVER (SEE COUNTY APPROVED PRODUCT I •a LIST, APPENDIX r) FLUSH WITH GRADE (24" MINIMUM DIAMETER) � •� GROUT (TYP) Law LIN " AC L HANNE PIPE SHALL BE BEVELED PAVEMENT E OR SQUARE i fE FLEXIBLE. RUBBER MINIMUM OF TWO PRECAST CONCRETE OR SLEEVE, LOCK -JOINT • HDPE RISER RINGS AND CHIMNEY SEAL TYPE WFTH STAINLESS (SEE COUNTY APPROVED PRODUCT LIST, 1 STEEL STRAP, OR AS APPENDIX F) BETWEEN MANHOLE MAC APPROVED BY CDUNTY CAST IRON FRAME i 304 STAINLESS STEEL PLASTER INFLOW PROTECTOR e ALL JOINTS ALL INTERIORS OF MANHOLES (PUBLIC a AND PRIVATE) SHALL HAVE INTERNAL PVC SEWER PROTECTION (SEE COUNTY APPROVED a PIPE PRODUCT LJ5T, APPENDIX F) AS FLOW LINE CHANNELS SHALL BE o SPECIFIED IN SECTION 099723 CLAY BRICK HAVING A MINIMUM SECTION 8" 4' DIAMETER 8" OF 2" POURED CONCRETE OR 2" m PLASTIC JOINT SEALING � s GROUTED O.1' DROP ACROSS REINFORCING STEEL COMPOUND (SEE COUNT^Z1 EXTERIOR SURFACES SHALL BE DOUBLE MANHOLE APPROVED PRODUCT LIST, COATED (MINIMUM 18 MILLIMETERS THICK) APPENDIX F)(TYP) WITH AN ACCEPTABLE BITUMINOUS OF g TAINLE55 STEEL EPDXY SEALER $ STRAP 44 BARS 0 12" OC EW OR a ' EQUAL PER ASTM C-478 FLOW LINE CHANNELS SHALL BE CLAY a 9 '• BRICK HAVING A MINIMUM OF 2" POURED f FLOW LINE •+ CONCRETE OR 2" GROUTED FINISH, 0.1' =. PVC SEWER PIPE DROP ACROSS MANHOLE r CHANNEL RUBBER FLEXIBLE RU88ER SLEEVE WITH SLEEVE1YA I STAINLESS STEEL STRAP (SEE ELEVATION 12" 5' I DETAIL A -A) ' 4 BARS 4 12" OC EW (4'-O" DIAMETER) . DETAIL A -A s BTAMETE9R) ' aC Ew (5' D" AND • ra ep + 6'-Oi 12" CRUSHED FLEXIBLE RUBBER SLEEVE WFIFH STAINLESS STEEL STRAP (TYP) POURED CONCRETE OR GROUTED FINISH. 0.1' DROP ACROSS MANHOLE FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP FLEXIBLE, RUBBER SLEEVE, LOCK -JOINT TYPE WITH STAIIlLESS STEEL STRAP, OR AS APPROVED f REINFORCING STEEL -MR3/ L -PVC SEWER PIPE J SECTION ELEVATION A -A r a , FLOW LINE CHANNEL .a STAINLESS STEEL STRAP RUBBER SLEEVE FLEXIBLE RUBBER SLEEVE WrrH STAINLESS STEEL STRAP STONE • POURED CONCRETE POURED CDNCRETE • �. OR GROUTED FINISH, OR GROUT -D FINISH, SECTION W W _ 3 O.'' DROP ACROSS 4.1' DROP ACROSS MANHOLE MANHOLE REVISED: AUGUS- 2008 WW -15 PRECAST REINFORCED CONCRETE MANHOLE DETAIL TYPICAL FLOW LINE CHANNELS DETAIL REVISED: APRIL 2006 NTS NTS This item has been electronically signed and sealed b� John R. Musser, P.E. on 5/4/1 1 using a SHA -1 authentication code. Pritted copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified or any electronic copies. CAST IRON FRAME ON CONCRETE TO BE EET IN PLASTIC JOINT SEALING COMPOUND (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) AND A GROUTED IN tDli PLACE I� ❑❑ 2 NON ❑ ❑PENETRATING PICXHOLES ❑ ❑❑ ❑ (TYP) noon❑❑❑❑o❑ ami. f ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SANITARY ❑ ❑ c o m w• a v ❑ SE ER ❑ o � C� r WATERTIGHT SEWER ©❑ ❑ MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIS?, y g f�J, APPENDIX F) d �►ilt FLUSH IN PAYED t 0 AREAS. SEE PLAN W MANHOLE DETAILS uer"IN Fn SECTION 304 STAINLESS STEEL INFLOW PROTECTOR MANHOLE RING AND COVER DETAIL NTS WW -6 R111SED: AUGUST 2008 PLAN WATERTIGHT SEVER MANHOLE FRAME AND . COVER (SEE COUNTY APPROVED PRODUCT I •a LIST, APPENDIX r) FLUSH WITH GRADE (24" MINIMUM DIAMETER) � •� GROUT (TYP) Law LIN " AC L HANNE PIPE SHALL BE BEVELED PAVEMENT E OR SQUARE i fE FLEXIBLE. RUBBER MINIMUM OF TWO PRECAST CONCRETE OR SLEEVE, LOCK -JOINT • HDPE RISER RINGS AND CHIMNEY SEAL TYPE WFTH STAINLESS (SEE COUNTY APPROVED PRODUCT LIST, 1 STEEL STRAP, OR AS APPENDIX F) BETWEEN MANHOLE MAC APPROVED BY CDUNTY CAST IRON FRAME i 304 STAINLESS STEEL PLASTER INFLOW PROTECTOR e ALL JOINTS ALL INTERIORS OF MANHOLES (PUBLIC a AND PRIVATE) SHALL HAVE INTERNAL PVC SEWER PROTECTION (SEE COUNTY APPROVED a PIPE PRODUCT LJ5T, APPENDIX F) AS FLOW LINE CHANNELS SHALL BE o SPECIFIED IN SECTION 099723 CLAY BRICK HAVING A MINIMUM SECTION 8" 4' DIAMETER 8" OF 2" POURED CONCRETE OR 2" m PLASTIC JOINT SEALING � s GROUTED O.1' DROP ACROSS REINFORCING STEEL COMPOUND (SEE COUNT^Z1 EXTERIOR SURFACES SHALL BE DOUBLE MANHOLE APPROVED PRODUCT LIST, COATED (MINIMUM 18 MILLIMETERS THICK) APPENDIX F)(TYP) WITH AN ACCEPTABLE BITUMINOUS OF g TAINLE55 STEEL EPDXY SEALER $ STRAP 44 BARS 0 12" OC EW OR a ' EQUAL PER ASTM C-478 FLOW LINE CHANNELS SHALL BE CLAY a 9 '• BRICK HAVING A MINIMUM OF 2" POURED f FLOW LINE •+ CONCRETE OR 2" GROUTED FINISH, 0.1' =. PVC SEWER PIPE DROP ACROSS MANHOLE r CHANNEL RUBBER FLEXIBLE RU88ER SLEEVE WITH SLEEVE1YA I STAINLESS STEEL STRAP (SEE ELEVATION 12" 5' I DETAIL A -A) ' 4 BARS 4 12" OC EW (4'-O" DIAMETER) . DETAIL A -A s BTAMETE9R) ' aC Ew (5' D" AND • ra ep + 6'-Oi 12" CRUSHED FLEXIBLE RUBBER SLEEVE WFIFH STAINLESS STEEL STRAP (TYP) POURED CONCRETE OR GROUTED FINISH. 0.1' DROP ACROSS MANHOLE FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP FLEXIBLE, RUBBER SLEEVE, LOCK -JOINT TYPE WITH STAIIlLESS STEEL STRAP, OR AS APPROVED f REINFORCING STEEL -MR3/ L -PVC SEWER PIPE J SECTION ELEVATION A -A r a , FLOW LINE CHANNEL .a STAINLESS STEEL STRAP RUBBER SLEEVE FLEXIBLE RUBBER SLEEVE WrrH STAINLESS STEEL STRAP STONE • POURED CONCRETE POURED CDNCRETE • �. OR GROUTED FINISH, OR GROUT -D FINISH, SECTION W W _ 3 O.'' DROP ACROSS 4.1' DROP ACROSS MANHOLE MANHOLE REVISED: AUGUS- 2008 WW -15 PRECAST REINFORCED CONCRETE MANHOLE DETAIL TYPICAL FLOW LINE CHANNELS DETAIL REVISED: APRIL 2006 NTS NTS This item has been electronically signed and sealed b� John R. Musser, P.E. on 5/4/1 1 using a SHA -1 authentication code. Pritted copies of this document are not considered signed and sealed and the SHA -1 authentication code must be verified or any electronic copies. A ami. f o ° 0 wMISo c o m w• a � � C� r y g f�J, IL(3 6yYi.'� 4 i A i � d �►ilt �� �►, i t 0 -5 4 O W LO N q) C Q 9 � Q y CS 13 ILI 104o p 0 tl' ter^ � ,v :C0-- b R J d [ tf rl p� Q) �, (T) 0 Ln r L 3 O fl (A N N CL Lo LL_ C] C CTJ C Lij0 V n, U E to U C O ►V � rr►1 %C pxaacr NO: 1108 ACRD NO: 1408-PF12-650PA-QT Sheet No. 15 15 of CCPC SUMMARY OF COCOHATCHEE BERT HARRIS REVIEW Date: 2-25-08 Background: Over a period of 3 months and 3 separate meetings, the Collier County Planning Commission (CCPC) publicly reviewed a Settlement Agreement remanded to the CCPC by the Board of County Commissioners (BCC). This Agreement was the result of a contested Planned Unit Development (PUD) known as the Cocohatchee PUD. The BCC instructed the CCPC to review the content of the Settlement Agreement and determine consistency of the Settlement Ag reement with the PUD and the County Land Development Code (LDC). Results: Each paragraph of the Agreement was reviewed and discussed. In many instances there were changes suggested to better focus and define the intent of the paragraphs, those are all outlined in the attached documentation. Certain sections of the Agreement required more intense discussion and thus debate with members of the CCPC as well as interaction with representatives of the ownership of the PUD. In order to provide the critical points in as brief a manner as possible, those items of primary concern are as follows: 1. In order to assure that future staff members as well as the public will be able to accurately track the actual development standards that this project will have as a result of the Settlement Agreement, it is recommended that the terms of the Settlement Agreement be incorporated into a strikethrough version of the PUD and recorded as an amendment to the PUD ordinance. The following is a summary of the various document and exhibits: a. Amended PUD (2/13/08 revision) b. Amended site plan as Exhibit “A” to the Amended PUD (Rev 01-25-08) [Master plan as attached has been modified from the master plan of the original PUD] c. Amended Bald Eagle Management Plan as Exhibit “B” to Amended PUD (with footnote #4 updated 2-27-07) d. Settlement Agreement as Exhibit “C” to Amended PUD (2-08-08 revision) i. Original PUD as Exhibit 1 to Settlement Agreement (Ordinance 2000-88) ii. Amended PUD as Exhibit 2 to Settlement Agreement (2/13/08 revision) (which includes the Amended Bald Eagle Management Plan as Exhibit B (with footnote #4 updated 2-27-07)) iii. Phasing plan of Golf Course as Exhibit 3 to Settlement Agreement (rev 7- 18-07) iv. Pathways plan as Exhibit 4 to Settlement Agreement (Date: 12-10-07) 2. The on-site bald eagle relocated to a new nest north of the old location, the Settlement Agreement incorporates a new management plan reflecting the new location and re- establishes the phasing of the project consistent with the new nest site. 3. All references that dealt with docks or alluded to docks are recommended to be struck from the Settlement Agreement. Since the SDP’s, once they reach a tentative state of approval subject to the terms of the Settlement Agreement, are incorporated as approved as part of this Agreement, it is recommended that the SDP’s likewise remove all references to docks or dock permitting. 4. The terminology for retaining “passive recreation” on the golf course site, should the golf course operations cease, were defined and added to the Settlement Agreement. These uses were listed in the language in the Preserve section of the PUD and referenced in the Golf Course section. 5. The manner in which height was measured and defined originally in the Settlement Agreement was inconsistent with the PUD. This was corrected and the height references in the Settlement Agreement now coincide with the PUD. This project is utilizing two stories of primarily under building parking and the first habitable floor, as the term habitable is defined in our Code of Laws, begins above the second deck of parking. 6. There was lengthy discussion concerning the setbacks of the buildings from one another. The Settlement Agreement relied upon a footnote in the PUD referencing reduced setbacks based on common architectural theme. There was concern by some members of the CCPC that this reliance in the footnote was not adequately disclosed in the original PUD approval. The development standards table in the original PUD requires a separation of one-half the sum of the building heights with a footnote to that table which states: *3 Where buildings with a common architectural theme are angled, skewed or offset from one another and walls are not parallel to one another; the setbacks can be administratively reduced. Without such a footnote, the building separation would have been as stated in the development standards table of the PUD, which is one-half of the total of the height of each building (200 feet plus 200 feet), or in the case of the first four buildings, a separation of 200 feet. With this footnote, the tower separations, for the 4 southern most towers, are at a minimum 100 feet up to 153 feet. Due to the footnote above, the distance between the tower portions of the buildings was noted in the Settlement Agreement to be referenced at not less than 100 feet. However, as a result of the language in the PUD, the CCPC recommended that reference to building separation be removed from the Settlement Agreement and the applicants rely upon the interpretation of the PUD. As an alternative to the reduction in this separation, greater distances could be provided by moving alternating towers closer to Vanderbilt Drive. 7. One paragraph in the Settlement Agreement addresses the ownership of submerged lands. This issue had not been fully analyzed by County legal staff and is not necessary to be included within the Settlement Agreement and is thus recommended for removal. 8. As part of the original Agreement negotiations included moving all density, except two single family homes, to the west side of Vanderbilt Drive. Since the PUD did not have development standards for single family homes, standards were provided and are recommended for approval. 9. The original PUD did not clearly address development standards for structures like a Clubhouse or Cabanas. Standards for these accessory uses were also provided and are recommended for approval. RESPECTFULLY WRITTEN AND REVIEWED FOR SUBMISSION BY THE COLLIER COUNTY PLANNING COMMISSION ON 3-06-08. NOTICE OF PUBLIC HEARING Notice is hereby given that on July 11, 2017 at 9:00 A.M. in the Board of County Commissioners Meeting Room, Third Floor, Collier Government Center, 3299Tamiami Trail East, Naples, FL., the Board of County Commissioners (BCC) will consider the following: JUDITH S. PALAY AND 92 OTHER PROPERTY OWNERS WITHIN COCOHATCHEE BAY NEIGHBORHOOD COMMUNITIES, FILED AN APPEAL TO THE BOARD OF ZONING APPEALS OF THE ADMINISTRATIVE APPROVAL OF BUILDING SEPARATIONS, BUILDING WIDTHS, BUILDING DWELLING UNITS, AND BUILDING HEIGHTS IN THE SITE DEVELOPMENT PLAN AMENDMENT SDPA- PL20160002242 FOR KALEA BAY AKA KINSALE CONDOMINIUM PHASES 2-6. THE SUBJECT PROPERTY IS LOCATED AT THE NORTHWEST AND NORTHEAST CORNERS OF WIGGINS PASS ROAD AND VANDERBILT DRIVE IN SECTIONS 8,16917 AND 209 TOWNSHIP 48 SOUTH AND RANGE 25 EAST, IN COLLIER COUNTY, FLORIDA. [PL20170002165] A copy of the proposed Appeal is on file with the Clerk to the Board and is available for inspection. All interested parties are invited to attend and be heard. NOTE: All persons wishing to speak on any agenda item must register with the County manager prior to presentation of the agenda item to be addressed. Individual speakers will be limited to 3 minutes on any item: The selection of any individual to ;' z ' speak on behalf of an organization or group is encouraged. If recognized by the Chairman, aspokesperson for a group or i 'a organization may be allotted 10 minutes to speak on an item. Persons wishing to have written or graphic materials included in I the Board agenda packets must submit said material a minimum of 3 weeks prior to the respective public hearing. In any case, written materials intended to be considered by the Board shall Z r� be submitted to thea appropriate County staff a minimum of seven days prior to the public hearing. All materials used in � presentations before the Board will become a permanent part of the record. rD Any person who decides to appeal any decision of the Board rD will need a record of the proceedings pertaining thereto and Q therefore, may need to ensure that a verbatim record of the proceedings is made, which record includes the testimony and evidence upon which the appeal is based. C If you area person with a disability who needs any accommodation (D, in order to participate in this proceeding, you are entitled, at -' no cost to you, to the provision of certain assistance. Please r*j contact the Collier County Facilities Management Division, located at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112- 53569 (239) 252-8380 at. least two days prior to the meeting. Assisted listening devices for the hearing impaired are available O in the Board of County Commissioners Office. -� BOARD OF COUNTY COMMISSIONERS BOARD OF ZONING APPEALS COLLIER COUNTY, FLORIDA PENNY TAYLOR, CHAIRMAN DWIGHT E. BROCK, CLERK By: Martha Vergara, Deputy Clerk June 21. 2017 No_ 1651275