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CCPC Agenda 05/16/2019 Collier County Planning Commission Page 1 Printed 5/8/2019 COLLIER COUNTY Collier County Planning Commission AGENDA Board of County Commission Chambers Collier County Government Center 3299 Tamiami Trail East, 3rd Floor Naples, FL 34112 May 16, 2019 9: 00 AM Mark Strain - Chairman Karen Homiak - Vice-Chair Edwin Fryer - Secretary Patrick Dearborn Karl Fry Stan Chrzanowski, Environmental Joseph Schmitt, Environmental Thomas Eastman, Collier County School Board Note: Individual speakers will be limited to 5 minutes on any item. Individuals selected t o 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 available 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. May 2019 Collier County Planning Commission Page 2 Printed 5/8/2019 1. Pledge of Allegiance 2. Roll Call by Secretary 3. Addenda to the Agenda 4. Planning Commission Absences 5. Approval of Minutes A. April 4, 2019 CCPC Minutes B. April 18, 2019 CCPC minutes 6. BCC Report - Recaps 7. Chairman's Report 8. Consent Agenda 9. Public Hearings A. Advertised 1. *** This item has been continued from the April 18, 2019, CCPC meeting: PL20170000768: An Ordinance of the Board of County Commissioners of Collier County, Florida amending Ordinance Number 2004-41, as amended, the Collier County Land Development Code, which established the comprehensive zoning regulations for the unincorporated area of Collier County, Florida, by amending the appropriate zoning atlas map or maps by changing the zoning classification of the herein described real property from a Rural Agricultural (A) Zoning District to a Mixed Use Planned Unit Development (MPUD) Zoning District for the project to be known as the Baumgarten MPUD, to allow construction of a maximum of 400 multifamily and/or townhouse residential dwelling units and up to 140 hotel/motel rooms and up to 370,000 square feet of commercial land uses at the southeast quadrant of Immokalee Road and Collier Boulevard, in Section 26, Township 48, Range 26, Collier County, Florida, consisting of 55.66+/- acres; and by providing an effective date. [Coordinator: Nancy Gundlach, AICP, Principal Planner] May 2019 Collier County Planning Commission Page 3 Printed 5/8/2019 2. PL20180003069 - A Resolution of the Collier County Board of County Commissioners amending the Town of Ave Maria Stewardship Receiving Area (SRA) to revise the SRA master plan in accordance with Section 4.08.07.F.4 of the Land Development Code, and specifically to: remove from the boundary of the SRA 12.19 acres of neighborhood general in the northeast corner of the SRA; remove from the eastern boundary of the SRA .55 acres of neighborhood general, at the intersection of Camp Keais Road and Pope John Paul II Boulevard; and to add to the southern boundary of the SRA 12.74 acres of neighborhood general, to the south of Bellerawalk Circle; and to revise Appendix A of the Town Plan, the legal description. The subject property is located north of Oil Well Road and west of Camp Keais Road in Sections 31 through 33, Township 47 South, Range 29 East and Sections 4 through 9 and 16 through 18, Township 48 South, Range 29 East in Collier County, Florida. [Coordinator: Gil Martinez, Principal Planner] 3. LDC Amendments: An Ordinance of the Board of County Commissioners of Collier County, Florida, Amending Ordinance Number 04-41, as amended, the Collier County Land Development Code, which includes the comprehensive land regulations for the unincorporated area of Collier County, Florida, to add a review process for airspace obstructions; to add airport land use restrictions; to add outdoor lighting limitations on single family dwellings, two family dwellings and duplex dwellings; to allow additional pricing signage for facilities with fuel pumps and allow electronic message boards for price signage; to add standards and requirements for permanent emergency generators for single family and two family dwellings; by providing for: Section One, Recitals; Section Two, Findings of Fact; Section Three, Adoption of Amendments to the Land Development Code, more specifically amending the following: Chapter Two – Zoning Districts and Uses, including Section 2.03.07 Overlay Zoning Districts, Chapter Four – Site Design and Development Standards, including Section 4.02.01 Dimensional Standards for Principal Uses in Base Zoning Districts, Section 4.02.06 Standards for Development in Airport Zones, Section 4.02.08 Outside Lighting Requirements, Chapter Five – Supplemental Standards, adding Section 5.03.07 Permanent Emergency Generators, and including Section 5.05.05 Facilities with Fuel Pumps, Section 5.06.00 Sign Regulations and Standards by Land Use Classification, Section 5.06.06 Prohibited Signs, and Appendix D Airport Zoning; Section Four, Conflict and Severability; Section Five, Inclusion in the Collier County Land Development Code; and Section Six, Effective Date. [Coordinator: Jeremy Frantz, AICP, LDC Manager] May 2019 Collier County Planning Commission Page 4 Printed 5/8/2019 4. LDC Amendments: PL20180003473: An Ordinance of the Board of County Commissioners of Collier County, Florida, amending Ordinance Number 04-41, as amended, the Collier County Land Development Code, which includes the comprehensive land regulations for the unincorporated area of Collier County, Florida, to create a minimum separation requirement of 1,320 feet between self- storage buildings on U.S. 41, from the east side of Airport-Pulling Road to the west side of Price Street/Triangle Boulevard, and to create a waiver process from the minimum separation requirements under certain circumstances, by providing for: Section One, Recitals; Section Two, Findings of Fact; Section Three, Adoption of Amendments to the Land Development Code, more specifically amending the following: Chapter One – General Provisions, including Section 1.08.02 Definitions; Chapter Two – Zoning Districts and Uses, including Section 2.03.03 Commercial Zoning Districts; Chapter 5 – Supplemental Standards, including the addition of Section 5.05.16, Separation of Self-Storage Buildings; and Chapter 10 – Application, Review, and Decision-Making Procedures, including Section 10.03.06 Public Notice and Required Hearings for Land Use Petitions; Section Four, Conflict and Severability; Section Five, Inclusion in the Collier County Land Development Code; and Section Six, Effective Date. [Coordinator: Eric Johnson, AICP, Principal Planner] B. Noticed 10. New Business 11. Old Business 12. Public Comment 13. Adjourn 05/16/2019 COLLIER COUNTY Collier County Planning Commission Item Number: 5.A Item Summary: April 4, 2019 CCPC Minutes Meeting Date: 05/16/2019 Prepared by: Title: Operations Analyst – Growth Management Operations & Regulatory Management Name: Judy Puig 04/30/2019 9:39 AM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 04/30/2019 9:39 AM Approved By: Review: Growth Management Operations & Regulatory Management Judy Puig Review item Completed 04/30/2019 9:39 AM Planning Commission Mark Strain Meeting Pending 05/16/2019 9:00 AM 5.A Packet Pg. 5 April 4, 2019 Page 1 of 7 TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY PLANNING COMMISSION Naples, Florida, April 4, 2019 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 9:00 a.m., in REGULAR SESSION in Building "F" of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Karen Homiak Stan Chrzanowski Patrick Dearborn Karl Fry Edwin Fryer ABSENT: Mark Strain Joe Schmitt ALSO PRESENT: Mike Bosi, Planning and Zoning Manager Jeffrey Klatzkow, County Attorney Heidi Ashton-Cicko, Managing Assistant County Attorney Scott Stone, Assistant County Attorney Tom Eastman, School District Representative 5.A.1 Packet Pg. 6 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) April 4, 2019 Page 2 of 7 P R O C E E D I N G S MR. BOSI: Chair, you have a live mike. CHAIRMAN HOMIAK: Good morning. Welcome to the Collier County Planning Commission meeting of April 4th, 2019. Would you all please rise for the Pledge of Allegiance. (The Pledge of Allegiance was recited in unison.) CHAIRMAN HOMIAK: Okay. Secretary, would you do roll call, please. COMMISSIONER FRYER: Mr. Eastman? MR. EASTMAN: Here. COMMISSIONER FRYER: Mr. Chrzanowski? COMMISSIONER CHRZANOWSKI: Hi, there. COMMISSIONER FRYER: Mr. Fry? COMMISSIONER FRY: Here. COMMISSIONER FRYER: I'm here. Chairman Strain? (No response.) COMMISSIONER FRYER: Vice-chair Homiak? CHAIRMAN HOMIAK: Here. COMMISSIONER FRYER: Mr. Schmitt? (No response.) COMMISSIONER FRYER: Mr. Dearborn? COMMISSIONER DEARBORN: Here. COMMISSIONER FRYER: Chair, we have a quorum of four -- five. CHAIRMAN HOMIAK: Five. COMMISSIONER FRYER: Excuse me. CHAIRMAN HOMIAK: Thank you. Okay. Addendum to the agenda: We have two items on the agenda, and one is being continued to April 18th. It's Esplanade Golf and Country Club of Naples residential PUD. And we need a motion to continue that, please. COMMISSIONER FRYER: So moved. COMMISSIONER CHRZANOWSKI: Second. COMMISSIONER DEARBORN: Second. CHAIRMAN HOMIAK: All those in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN HOMIAK: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN HOMIAK: Opposed like sign. (No response.) CHAIRMAN HOMIAK: And Planning Commission absences: Is everybody going to be here or -- on the 18th? COMMISSIONER FRY: Yes. COMMISSIONER CHRZANOWSKI: Yes. COMMISSIONER FRYER: Yes. CHAIRMAN HOMIAK: Patrick, you? COMMISSIONER DEARBORN: Yes. CHAIRMAN HOMIAK: Okay. Thanks. And approval of the minutes: February 28th, 2019. 5.A.1 Packet Pg. 7 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) April 4, 2019 Page 3 of 7 COMMISSIONER FRYER: I'll move their approval. COMMISSIONER FRY: Second. CHAIRMAN HOMIAK: Any changes or corrections? (No response.) CHAIRMAN HOMIAK: All those in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN HOMIAK: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN HOMIAK: Opposed like sign. (No response.) CHAIRMAN HOMIAK: And the March 7th meeting minutes. COMMISSIONER FRYER: I'll move their approval. CHAIRMAN HOMIAK: Is there a second? COMMISSIONER FRY: Second. CHAIRMAN HOMIAK: All those in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN HOMIAK: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN HOMIAK: Opposed like sign. (No response.) CHAIRMAN HOMIAK: BCC report. MR. BOSI: Just to let the Planning Commission know, they did hear the Veterans Memorial/Livingston Road GMP amendment. They had a 4-1 vote to transmit to the state. They did impose a three-story height limitation. It would be what was proposed at four stories closest to Livingston Road intersection, the Board of County Commissioners incorporated a three-story limitation on height. So that's going to be sent to the state and be brought back to the Planning Commission probably sometime June, July at the latest. CHAIRMAN HOMIAK: Thank you. MR. EASTMAN: Is that the Allura project? MR. BOSI: Yes, Allura. And when it comes back, it will have the Allura PUD associated with it, and the PUD will be probably the prominent focus of the adoption hearing. CHAIRMAN HOMIAK: Okay. Thank you. No chairman's report. No consent agenda items. So the only item on the agenda will be the 10-year water supply facilities work plan, and this is the adoption hearing. Sue? MS. FAULKNER: Yes. Hi. I'm Sue Faulkner with Comprehensive Planning in the Zoning Division. I just wanted to kind of refresh everyone's mind, because it's been a few months since we saw you on this project. We came to you in December and asked if you would approve for the BCC to transmit the petition to the Department of Economic Opportunity. You did do that unanimously in December, on the 6th, and the BCC had that on their summary agenda January 8th, and that was transmitted to the DEO, Department of Economic Opportunity, at that time. We're now coming back before you for the approval of the final water plan and the final changes 5.A.1 Packet Pg. 8 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) April 4, 2019 Page 4 of 7 to the text of the GMPA. The text changes for the GMPA are very simple. We're changing the date that references the water plan in our public element -- our potable water sub-element of the Growth Management Plan. The date that was in the previous plan was October of 2013, and it will now be changed to February 2019. We do have one other very teeny, tiny change that was made by the county attorneys to make the language a little more clear, and that's in the sentence at the end of that one section of Policy 1.7, and it reads, "The county's 10-year water supply facilities work plan is incorporated herein by reference." And those are the two changes that have been made to Policy 1.7 of the sub-element. And we're asking for you to approve and recommend to the BCC that this be transmitted, once again, as a final approval to the DEO, and that's the action that should be taken today. I know that you were interested in the water plan, and you had many recommendations for some changes to the wording of some of the plan and how they were presented, some of the tables and maps, et cetera. And there's a person here named Tom Chmelik that's here as the director of the Engineering Division that is for Public Utilities, and he's going to make the presentation on the changes that occurred in the water plan. CHAIRMAN HOMIAK: Okay. Thank you. MR. CHMELIK: Yes, thank you. Tom Chmelik, engineering director, Public Utilities, for the record. I do have a presentation here that outlines some of the history Sue just explained and then the changes. So if you'd like, the pleasure of the Board, I'll go forward with that. CHAIRMAN HOMIAK: Sure. MR. CHMELIK: All right. Our objective today is, as Sue stated, that you adopt -- recommended adoption of the plan and transmittal of the GMPA on to the DOE. Just summarizing the previous actions: This started in November of 2018 with our draft, and then December of 2018 was when we last visited you, and the result of that were several recommended changes. And you did vote to forward this on to the Board of County Commissioners and eventually on to the DOE. So in December the comments and recommendation were received by the District, and then in January the Board voted unanimously to transmit the GMPA, the plan and a summary of the proposed edits and changes. In January, the GMPA and other documents were forwarded to the DEO, and in February we received a letter of no comment back as a response. So our current status is in the report that you have. It summarizes all the changes. There's two versions there. There's the clean version and then a strikethrough and underline version showing the edits in green and yellow. So what I'd like to focus on now are really four areas that were highlighted when we were last before you, and then we'll address each of those changes. The first one had to do with the difference in the way population was reported in the AUIR and in this document, and they used different peaking factors. It's historically the way it was done the year before, and you asked that we align these. So that was done here. And you can see, when you compare one document to the other, now we do have the capacities aligned and the populations, so they all match up. And there was one discrepancy here. There was an erroneous piece of data reporting 117 people in Hyde Park Village which should not have been there. So that was cleaned up in the process. The second item was to address the Marco Shores area and the way that was shown on our map. It had been shown as unserved and, in reality, it was served. Although, in the future, six months or so, an agreement will be approved. We suspect that we'll make that unserved again, but that's the extent of that change. And then the third one was talking about the per-capita use rate and why it was higher than other areas, and I can summarize that by saying that our service area includes a larger seasonal population, it 5.A.1 Packet Pg. 9 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) April 4, 2019 Page 5 of 7 contains a larger commuting workforce, there's a higher rate of tourism, there's more commercial activity, and a higher proportion of customers who irrigate with potable water. So all those factors tend to increase the per-capita use, and that is the explanation for the difference as was included in the report. And, finally, the fourth area dealt with water loss, and it was noted that that water loss for 2017 was higher than previous years at approximately 9 percent where other years were in the 5 percent range, and we have here a more detailed explanation of that discrepancy or change. And there were four really big events that were unusual that happened in that year. One was Hurricane Irma, very unusual, which caused more than 100 water-main breaks, 400 service-line breaks -- that's the service line that goes to your home -- and damage to fire hydrants, and all of this basically reduced the pressure to nearly zero in the system, and all that water was lost and not accounted for. So that was the hugest item. The next is -- COMMISSIONER CHRZANOWSKI: Tom? MR. CHMELIK: Yes, go ahead. COMMISSIONER CHRZANOWSKI: Could I ask questions now? CHAIRMAN HOMIAK: Sure. COMMISSIONER CHRZANOWSKI: Just curiosity: How did Irma cause water-main and water-service breaks? What was the mechanism? MR. CHMELIK: Thanks for asking. Trees that are planted -- COMMISSIONER CHRZANOWSKI: Never mind. MR. CHMELIK: -- close to the mains tipped over, broke the lines. That's one of the reasons we request clearance from the water mains. COMMISSIONER CHRZANOWSKI: Okay. Thanks. MR. CHMELIK: Okay. And then the other item was operational. We had a 36-inch water main that was along Immokalee Road. It's a 6-mile-long run of pipe that's 36 inches in diameter, so that's a really large volume of pipe, and it had been inactive for many years, and it was brought into service in 2007. And that main had to be flushed repeatedly to get the water quality where it needed to be to put it into service. And that water just kept having to be flushed, and that accounted for a large amount of loss. And that third item was an unusually active wildfire season, and a lot of water was used to combat the fires throughout the eastern part of the county. So that was unusual, and then we also had two large diameter water-main breaks, 48-inch, 36-inch, and that was near the intersection of I-75 and 951, and that had to be repaired and then flushed as well after that process. So all of those activities really resulted in increasing that water-loss number in the 9 percent area; however, in 2018 that number's come down in the 6 percent range, and we're going to continue to monitor and address any potential losses in the system going forward. COMMISSIONER FRY: Madam Chairman, may I ask a question? CHAIRMAN HOMIAK: Sure. COMMISSIONER FRY: Tom, on the previous slide -- and I should have maybe asked it then -- MR. CHMELIK: Sure. COMMISSIONER FRY: -- you talked about -- you explained the difference between the 150 gallons per day for Collier County versus I think it was 75 and 81 for Immokalee and Ave Maria. So it's way higher. And you gave the reasons on that slide. There is -- within the document, there's evidence that we are working to improve our reclaimed water mechanism and use more and more reclaimed water for irrigation and such. Is that 150 gallons per day anticipated to go down as those efforts are moved forward? MR. CHMELIK: It would. If the -- if there is more supply available to provide for irrigation, irrigation-quality water, that would drive down the number, as well as conservation. COMMISSIONER FRY: Is the -- the use of potable water for irrigation, would that be the largest -- do you know whether that might be the largest factor in a huge difference in the gallons per day? MR. CHMELIK: Just a moment. 5.A.1 Packet Pg. 10 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) April 4, 2019 Page 6 of 7 I don't think we can say it's the largest, but it's really a combination of all of these. COMMISSIONER FRY: Okay. Thank you. MR. CHMELIK: Thank you. CHAIRMAN HOMIAK: Are there any other questions, or do you need to go through this draft again or -- no? Ned? COMMISSIONER FRYER: No. Well, there's one reference that maybe could be cleaned up, and that is on Page 158 of 394, Packet Page 158, Document 3-1. In the first full paragraph under -- well, I guess it's the second full paragraph under the new 3.1, there's a reference to the town of Rural Lands West. MR. CHMELIK: Oh, okay. COMMISSIONER FRYER: That probably should be changed; should it not? MR. CHMELIK: Yes, to River Grass Village. COMMISSIONER FRYER: Yeah. MR. CHMELIK: Very good. COMMISSIONER FRYER: Thank you. MR. CHMELIK: We will address that, sir. COMMISSIONER FRYER: Thank you. CHAIRMAN HOMIAK: Patrick, do you have anything? COMMISSIONER DEARBORN: I do not. CHAIRMAN HOMIAK: Nobody has any other questions or -- (No response.) CHAIRMAN HOMIAK: Oh, Ned doesn't have another question? COMMISSIONER FRYER: No, I don't. I have a motion ready to go, if you'd like to hear that. CHAIRMAN HOMIAK: Okay. COMMISSIONER DEARBORN: I have a second. COMMISSIONER FRYER: Maybe I'll verbalize it. CHAIRMAN HOMIAK: I'm asking for a motion to adopt as the CCPC and the EAC. COMMISSIONER FRYER: You want it -- CHAIRMAN HOMIAK: Separate motions, I guess. COMMISSIONER FRYER: Same motion or joint -- separate or joint? CHAIRMAN HOMIAK: Does it need to be separate? MR. STONE: You can do them separately. COMMISSIONER FRYER: Okay. I'll start with the CCPC; that we make that motion, we recommend approval to the CCPC (sic). COMMISSIONER DEARBORN: Second. CHAIRMAN HOMIAK: All those in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN HOMIAK: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN HOMIAK: Opposed like sign. (No response.) CHAIRMAN HOMIAK: Okay. And for the EAC? COMMISSIONER FRYER: I'll make the same motion except this time for the EAC to recommend approval to the CCPC (sic). MS. STONE: I think you mean -- COMMISSIONER FRY: Second. CHAIRMAN HOMIAK: BCC, you mean. 5.A.1 Packet Pg. 11 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) April 4, 2019 Page 7 of 7 COMMISSIONER FRYER: That's what mean, yes. COMMISSIONER FRY: Second. CHAIRMAN HOMIAK: Okay. All those in favor, signify by saying a ye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN HOMIAK: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN HOMIAK: Opposed like sign. (No response.) CHAIRMAN HOMIAK: Okay. That passes. MR. CHMELIK: Thank you, Commissioners. CHAIRMAN HOMIAK: That's it. Thank you. And we have no new business, no old business. And public comment? (No response.) CHAIRMAN HOMIAK: I don't see any. Is there a motion to adjourn? COMMISSIONER FRYER: So moved. COMMISSIONER CHRZANOWSKI: Second. CHAIRMAN HOMIAK: All those in favor? Oh, second. Sorry. All those in favor? COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN HOMIAK: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN HOMIAK: Opposed like sign. (No response.) ******* There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 9:17 a.m. COLLIER COUNTY PLANNING COMMISSION _____________________________________ KAREN HOMIAK, ACTING CHAIRMAN ATTEST CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT & COMPTROLLER These minutes approved by the Board on ____________, as presented _______ or as corrected ______. TRANSCRIPT PREPARED ON BEHALF OF U.S. LEGAL SUPPORT, INC., BY TERRI LEWIS, COURT REPORTER AND NOTARY PUBLIC. 5.A.1 Packet Pg. 12 Attachment: 4-4-2019 CCPC Minutes (8668 : April 4, 2019 CCPC Minutes) 05/16/2019 COLLIER COUNTY Collier County Planning Commission Item Number: 5.B Item Summary: April 18, 2019 CCPC minutes Meeting Date: 05/16/2019 Prepared by: Title: Operations Analyst – Growth Management Operations & Regulatory Management Name: Judy Puig 04/30/2019 9:42 AM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 04/30/2019 9:42 AM Approved By: Review: Growth Management Operations & Regulatory Management Judy Puig Review item Completed 04/30/2019 9:43 AM Planning Commission Mark Strain Meeting Pending 05/16/2019 9:00 AM 5.B Packet Pg. 13 April 18, 2019 Page 1 of 85 TRANSCRIPT OF THE MEETING OF THE COLLIER COUNTY PLANNING COMMISSION Naples, Florida, April 18, 2019 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 9:00 a.m., in REGULAR SESSION in Building "F" of the Government Complex, East Naples, Florida, with the following members present: CHAIRMAN: Mark Strain Stan Chrzanowski Patrick Dearborn Karl Fry Edwin Fryer Karen Homiak Joe Schmitt ALSO PRESENT: Raymond V. Bellows, Zoning Manager James Sabo, Principal Planner Nancy Gundlach, Principal Planner Jeffrey Klatzkow, County Attorney Heidi Ashton-Cicko, Managing Assistant County Attorney Tom Eastman, School District Representative 5.B.1 Packet Pg. 14 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 2 of 85 P R O C E E D I N G S CHAIRMAN STRAIN: Good morning, everyone. Welcome to the April 18th meeting of the Collier County Planning Commission. If everybody will please rise for Pledge of Allegiance. (The Pledge of Allegiance was recited in unison.) CHAIRMAN STRAIN: Thank you. Will the secretary please do the roll call. COMMISSIONER FRYER: Mr. Eastman? MR. EASTMAN: Here. COMMISSIONER FRYER: Mr. Chrzanowski? COMMISSIONER CHRZANOWSKI: Here. COMMISSIONER FRYER: Mr. Fry? COMMISSIONER FRY: Here. COMMISSIONER FRYER: I'm here. Chairman Strain? CHAIRMAN STRAIN: Here. COMMISSIONER FRYER: Vice-chair Homiak? COMMISSIONER HOMIAK: Here. COMMISSIONER FRYER: Mr. Schmitt? COMMISSIONER SCHMITT: Here. COMMISSIONER FRYER: Mr. Dearborn? COMMISSIONER DEARBORN: Present. COMMISSIONER FRYER: Chairman, we have a full house. CHAIRMAN STRAIN: Thank you. Addenda to the agenda: The only thing I'd like to discuss with the Planning Commission is how long we will intend to stay here today. We usually try to work until -- on this meeting at least until about 4:00. I don't -- it doesn't matter to me. Does anybody have any preferences? COMMISSIONER DEARBORN: Mr. Chairman? CHAIRMAN STRAIN: What we'll do is we'll assess the situation at 4 o'clock and see if we can wrap it up and finish it. If not, we'll just go on to another day. COMMISSIONER DEARBORN: I have to leave at 3 o'clock. CHAIRMAN STRAIN: We'll still have a quorum. Thank you. Planning Commission absences: As it stands now, we don't have a meeting on May 2nd; is that correct, Ray? MR. BELLOWS: Correct. CHAIRMAN STRAIN: Okay. So the next meeting would be May 16th. Does anybody know if they cannot make it to the May 16th meeting? (No response.) CHAIRMAN STRAIN: Ned's got a new toy, so he's going to be playing with it today. COMMISSIONER FRYER: I'll be embarrassed all morning. Sorry. CHAIRMAN STRAIN: Approval of the minutes: We were distributed electronically minutes for the March 21st meeting. Does anybody have any changes? If not, is there a motion for approval? COMMISSIONER DEARBORN: So moved. CHAIRMAN STRAIN: Is there a second? COMMISSIONER FRYER: Second. CHAIRMAN STRAIN: Second by Ned. Discussion? (No response.) CHAIRMAN STRAIN: All in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. 5.B.1 Packet Pg. 15 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 3 of 85 CHAIRMAN STRAIN: Aye. COMMISSIONER HOMIAK: Aye. COMMISSIONER SCHMITT: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN STRAIN: Opposed? (No response.) CHAIRMAN STRAIN: Motion carries 7-0. The BCC report and recaps? MR. BELLOWS: On April 9th, the Board of County Commissioners heard the rezone for StoreAll; that's the one on the East Trail. That was on the summary agenda; it got pulled. It was heard by the Board of County Commissioners and approved 5-0 subject to the CCPC. CHAIRMAN STRAIN: Okay. Thank you. That takes us to the chairman's report, and I don't really have a chairman's report, but with as many people as I see here today, I thought I would take an opportunity to explain the process. I don't know -- first of all, thank you all for coming out. We are here to hear the public, and all of those of you that want to speak today, we certainly are here to listen to you. The process that's going to happen, we have two cases today. One is on the Esplanade Golf & Country Club, and the other one is on Baumgarten MPUD. It's where the old Pelican Nursery used to be. I don't know who's here for what, but they'll both be approached the same way. When we get to the item, everybody's sworn in who wants to speak. You'll be asked to stand up to be sworn in if you want to speak on that particular item. Then we hear a presentation by the applicant. It will take anywhere from 40 minutes to 45 or sometimes an hour. It just depends on the details involved. After that, the staff -- the Planning Commission will be asking questions of the applicant. We will then go to what's called a staff report. We'll ask questions of staff. When we're finished with the applicant and the staff and we've finished asking questions we have of those two, then we go to public speakers. And when you speak, we ask that you limit your time to five minutes, and please don't be redundant. Sometimes something simpler is just as well understood as something more complicated. So if you just agree with the person in front of you or who spoke ahead of you, that's fine, too. For those of you who are representing groups, we do have latitude for more time. We just ask that you be considerate of time for the amount of people that have to speak. When we get done with the public testimony, then we have the opportunity for the applicant to do what's called rebuttal. They have some time to address some of the issues that were raised if they want to. And I have no idea how long today's going to take. We will try to break later in the afternoon. If we do, this will be continued to another date. I'm not sure what date it will be continued to, but it will depend on the intensity of the things that come up as a result of today and what the applicant or staff have to do to respond to the reasons for the continuance. And we'll just go from there. So with that, we'll move right into our next item on the agenda, which is our public hearings. ***The first one up is the advertised public hearing for the Esplanade Golf & Country Club. It's PUDR PL20180002020. All those wishing to testify on behalf of that item, please rise to be sworn in by the court reporter. If you're going to speak to the Esplanade item, please stand up raise and your hand. (The speakers were duly sworn and indicated in the affirmative.) CHAIRMAN STRAIN: Thank you. With that, we'll start disclosures. We'll start with Tom over on my right. MR. EASTMAN: No disclosures other than those that are in the public record. CHAIRMAN STRAIN: Stan. COMMISSIONER CHRZANOWSKI: Yeah. Correspondence and a phone conversation with Mr. Yovanovich. CHAIRMAN STRAIN: Karl? 5.B.1 Packet Pg. 16 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 4 of 85 COMMISSIONER FRY: Emails and a conversation with Rich Yovanovich. CHAIRMAN STRAIN: Ned? COMMISSIONER FRYER: Emails. CHAIRMAN STRAIN: Mine was the same as Tom's; I've received some emails and correspondence, all of which have been forwarded to staff and part of public record. Karen? COMMISSIONER HOMIAK: I spoke to Mr. Yovanovich and emails. CHAIRMAN STRAIN: Joe? COMMISSIONER SCHMITT: Same; spoke to Mr. Yovanovich and several emails. CHAIRMAN STRAIN: Patrick? COMMISSIONER DEARBORN: Various emails, and they were forwarded to staff. CHAIRMAN STRAIN: Okay. With that, we'll turn the process over to the applicant. MR. YOVANOVICH: Good morning. For the record, Rich Yovanovich on behalf of the petitioner. Once the visualizer gets on I can show you where the project is. But let me introduce the project team. With me today, not all intending to talk but to answer any questions you may have, is Drew Miller with Taylor Morrison; Alexis Crespo, Lindsay Robin, and Jeremy Arnold with Waldrop Engineering. They're the planner and engineering firm for the project; Jim B is our transportation consultant; and Tim Hall is our environmental consultant. We're here to amend the Esplanade Golf & Country Club PUD by adding a 10-acre parcel that's adjacent to the PUD and to the east, which is identified on the visualizer in red. Some of you may remember this as the old Mirasol PUD that was approved several years ago. What we're adding to the project is this 10-acre piece of property, and on that 10-acre piece of property, we can construct up to 34 single-family homes, and that's clearly outlined in the PUD document in front of you. The original project was approved. It's a little over 1,638 acres. Part of it's urban. Part of it's neutral. It was approved originally for 1,121 units. There was a previous amendment to add almost 20 acres. The previous amendment was also in red, and it was known as the DeLilo (phonetic) parcel, and the PUD required that the 112 units we were adding to the PUD at that time be constructed on the DeLilo parcel. Only 47 units actually got constructed on the DeLilo parcel. So what you have before you today are basically two amendments to the existing PUD. The first is to actually reduce the overall project density from the currently approved 1,233 units to 1,184 units to be consistent with the projected buildout of the original Mirasol project. It's a little less than the 1,121. The -- we did less than the number of units originally authorized by the DeLilo project, and we're adding the 10 acres and the 34 units. So when you do the math, you'll see that we're actually reducing the overall project density through what we're proposing. I'm going to put the master plan up to show you. This is the 10 acres that we're proposing to add, and access will be through the extension of this roadway right here. So all of the access to this project will be -- it's an internal access to the property that we're adding. And I'm not sure I'm going to say it right, but I think it's Torre Vista East. Close to Torre Vista. That's the property or the street that we're going to be extending. Also, as part of this amendment, we'll be providing a .8-acre preserve. Although we exceeded the original preserves for the original project, we did agree to do a little bit more preservation on this parcel. I think you've either received a letter or will hear positive feedback on our agreeing to do that additional preserve. And we're adding one -- it's not a deviation, but a change to a footnote to allow for a rear setback to go down to zero feet next to a lake maintenance easement. That's the short and simple about what we're proposing to do. Your staff's recommending approval, and we're hopeful that the Planning Commission will recommend approval to the Board of 5.B.1 Packet Pg. 17 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 5 of 85 County Commissioners. And with that, we'll answer any questions you may have, or we'll wait until after the public speaks. CHAIRMAN STRAIN: Okay. Questions from the Planning Commission. Does anybody have any issues? Oh, go ahead, Karl. COMMISSIONER FRY: One question, Mr. Yovanovich. What is the reason for reducing the setback from the lake maintenance easement to zero? MR. YOVANOVICH: Well, that's a fairly typical deviation or development standard for the different products that you would put on a piece of property fronting a lake. So it's really to fit the typical product type that we would want to put on there. COMMISSIONER FRY: Thank you. CHAIRMAN STRAIN: Go ahead, Ned. COMMISSIONER FRYER: I saw a summary but not a transcript of the NIM. I'm sorry that I didn't see the NIM transcript. MR. YOVANOVICH: There were two of them. COMMISSIONER FRY: Two transcripts? MR. YOVANOVICH: There should have been. COMMISSIONER FRYER: I saw summaries, questions and answer, but I didn't see the -- MR. YOVANOVICH: There were two NIMs that we held on this property. COMMISSIONER FRYER: Well, I'll ask staff. Were the transcripts -- I mean, the two audios that I got pertain to the second item on our agenda. MR. SABO: The audio was included, as I understand it, with the Accela packet. MR. YOVANOVICH: Right. COMMISSIONER FRYER: I got two NIM audios that were identical. MR. SABO: We'll have to look into that. MR. YOVANOVICH: But, Mr. Fryer, we did have -- we had two separate NIMs. We provided the audios with the summary. COMMISSIONER FRYER: Thank you. CHAIRMAN STRAIN: Ned, do you have anything else? COMMISSIONER FRYER: No. CHAIRMAN STRAIN: Anybody else? (No response.) CHAIRMAN STRAIN: I have a question, but it happens to be of Tom Eastman. Tom, on Page 6 of the staff report, it says, school district. At this time the school district has not provided a staff report section. I don't know why one would be needed, but I just didn't know if that was a reason it wasn't provided. Were you aware of that? MR. EASTMAN: I was not aware of that. CHAIRMAN STRAIN: Okay. In this particular case, since they're asking for a reduction in density, would you have a need -- would you have a concern? MR. EASTMAN: There is no need, but we should be providing the report because it's a residential project and will affect school district impacts; however, with the overall reduction of density, there's not great concern. CHAIRMAN STRAIN: Just so the T's are crossed and I's are dotted, maybe you could get someone on your team to get a report to James for the -- at least when the BCC hears this, they'll that have that then. MR. EASTMAN: Yes, thank you. CHAIRMAN STRAIN: The rear setback change on the -- going to zero, when we take a look at that in the context of the standards table -- and you have it under the section labeled Table 1, Development Standards Table for RG residential areas, and you go down and you find that you have rear setback, Asterisk 1, and you've changed the language for Asterisk 1; is that correct? 5.B.1 Packet Pg. 18 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 6 of 85 MS. CRESPO: Correct. CHAIRMAN STRAIN: Okay. The new language is a portion of a smaller sentence. My concern is not necessarily what that smaller sentence says, but it was the basis of the other sentence that the rest of the project built out on. If you notice, you're doing it under the standard RG page, and that applies to the whole project; is that correct? So that means all the property owners in that project now will be -- must be consistent with Asterisk 1 compared -- for this new language, not the old; is that how we're looking at it? MS. CRESPO: Yes. And I believe staff was able to interpret the former footnote or the existing footnote is allowing us to have the pool cage at the lake maintenance easement through architectural bank treatments. They just were uncomfortable with the wording of the footnote as it rests, because it did create some issues at building permit time. So this was something they suggested we correct at the pre-app, but it is consistent with how the existing homes have been built out. CHAIRMAN STRAIN: Well, let me read what the first -- the cross-out says. "Rear yards for principal and accessory structures on lots and tracts which abut lakes and open spaces. Setbacks from lakes for all principal and accessory uses may be zero feet provided architectural treatment is incorporated into design and subject to written approval from the Collier County Engineering Division." Well, the new sentence is now all crossed out. The new sentence says, "Zero feet. Principal and accessory setbacks are permitted from lake maintenance easements." So if these two are the same, why are we changing it, and why did you come and need the change today? I'm more concerned about, first of all, you've taken out the reference to the Collier County Engineering Department, the reference to architectural bank treatments. Somehow that got there. I remember it from other documents as well, and I don't know why staff would decide it's not needed any longer, and that the summary part of the sentence you added in is now substituted for that. And you're basically changing the property rights, potentially, on everybody that's RG in that property except for that little square, and I'm just wondering how staff saw that as being sufficient. And if you don't -- if that hasn't really been questioned of staff by you, then maybe I will be -- during staff -- maybe staff can give me an answer on it. MR. SABO: Mr. Chairman, I would defer to Engineering for that. CHAIRMAN STRAIN: Okay. MR. McLEAN: Matt McLean, director of Development Review. We have had several residences that have come in within this particular development where they've wanted to utilize the existing pre-crossed out Asterisk 1 setback where it goes to zero at the back, and we've had to work with them to build retaining walls or architectural treatments that butt right up on the edge of that lake maintenance easement. We felt, from a staff perspective, that it was easier and cleaner just to go ahead and allow the zero-foot setbacks so that could be a more traditional slope of a four-to-one coming off the back of that location of these lakes for these locations. So that was why we agreed to put the new language. CHAIRMAN STRAIN: But why does a four-to-one slope eliminate the concerns -- the possibility of having architectural treatment? It doesn't necessarily mean a retaining wall is the only answer. I thought that might be some kind of buffering provisions, vegetation, any number of things. I also am worried that by taking that out, we may have inadvertently put a nonconforming position for someone else on the property who -- because there's a lot of lakes and the property already developed in there, and I don't know if this is necessary to remove when others relied on it. I mean, there's 11 -- what, over a thousand units that have already been built that may have relied on some of that language. Did anybody check to see if anything else could be changed by just summarizing it and simpling allowing zero feet? I just don't know why we're -- Matt, if it's not needed and it says the same thing, why are we 5.B.1 Packet Pg. 19 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 7 of 85 changing it and disrupting potentially things that have been approved over the past 10 years, say? MR. McLEAN: We've always struggled a little bit with this language when it comes in, just what is the definition of an architectural bank treatment? And so we've been working with staff when they come in at the building permit time frame to try to delineate that out. For us, we felt it was cleaner if it was just down to a zero-foot setback; then we could rely on the Land Development Code to have the traditional bank slopes which we see within those lake maintenance easements of four-to-one. CHAIRMAN STRAIN: How do you put a lake bank slope in if you've got a pool that's relying on a footer that's going to take it up to a higher elevation than the bank's four-to-one would start at 20 feet back from the water's edge? MR. McLEAN: They're going to have to be flush based off the proposed new language. CHAIRMAN STRAIN: They're going to have to be flush meaning? MR. McLEAN: Flush meaning at grade. No would be -- (Simultaneous speakers speaking.) CHAIRMAN STRAIN: Then you can't have a stem wall -- okay. Out of the 1,180 units or number of units that have already been built, do any of them on the lake have stem walls or other architectural treatments that now would be inconsistent if we were to put this as a straight four-to-one slope requirement? MR. McLEAN: I don't know the answer to that question, Mark. CHAIRMAN STRAIN: Then I'm not comfortable taking that language out. MR. YOVANOVICH: Can I ask a question? As you know, Mr. Strain, math's not my strong suit at times. But these properties that exist are already built at a zero setback. CHAIRMAN STRAIN: Right. MR. YOVANOVICH: And if we're asking for a zero setback, I think those properties would be consistent with the new language because they're already at zero through an interpretation. As staff is saying, they're a little concerned about maybe the interpretation. So this, I think, takes away an ambiguity for existing homes that might currently exist, and going to the zero -- a straight zero, I think, might actually provide more consistency. CHAIRMAN STRAIN: Okay. If you have -- go ahead, Jeff. MR. KLATZKOW: And one approach, Mr. Chair, would be making an alternative, so keep the original language, which prior people have developed on or, in the alternate, then the new language so that the existing people have their current language, the new people could rely on the zero-foot setback. CHAIRMAN STRAIN: Okay. And I am worried about what's been done existing. And to explain what I think is the issue, Rich, is if you've got a water's edge, your control elevation, from -- back from the control elevation for South Florida Water Management, we have a 20-foot maintenance easement that's set at four-to-one. It's for accessibility, for people's safety, and every other thing, not necessarily, though, are pools built and their decks at the point where that four-to-one touches the upper side of the area around the lake. So that means they've got to be up out of the ground. That exposed area up out of the ground could be rough concrete slab; could be any number of things. I think the intent here was that it would be something architectural; it would be something that -- more than just rough concrete. And I don't know how staff's looked at it, and that's the only thing I'm concerned about. And I thought -- I don't see where that's bad if you're right up against the lake. I don't think anybody's going to do anything different than what that sentence already says. MR. YOVANOVICH: I think this is a lawyer trying to interpret. So it's kind of a physical appearance look. It could -- it could be -- the architecture could be what you look at that looks nice versus just plain old concrete. We could -- we're okay with the existing language, and we don't want to create any issues. CHAIRMAN STRAIN: Well, if you're okay with it, rather than take the chance that some other 5.B.1 Packet Pg. 20 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 8 of 85 property owner's going to be damaged by it, why don't we just leave it like it is? MR. YOVANOVICH: That's fine. And we're fine with that. We were just trying to follow advice we were given. If it hasn't created problems for us, it won't create problems in the future. I think there's a record established that that's really what was intended, to allow for these types of zero feet, and we'll move on, if that's okay with the Planning Commission. CHAIRMAN STRAIN: It works for me, and we'll weigh in when we do a stipulation. If you go to Page 31 of the staff report, which is just past the master plan, I believe. And it's a colorful aerial, and it shows the subject property, Esplanade Golf & Country Club. Actually, it's Page 32. It's after the language change in Exhibit F, which is the ordinance. It's fourth page after the ordinance. James? MR. YOVANOVICH: Could someone put -- CHAIRMAN STRAIN: James, it's this page right here. MR. SABO: Oh. CHAIRMAN STRAIN: Just a cleanup issue. If you could drop that on the overhead. MR. YOVANOVICH: I've got the color. CHAIRMAN STRAIN: Okay. MR. YOVANOVICH: Is this it, Mr. Strain? CHAIRMAN STRAIN: Yes, lower right-hand corner. Do you see anything out of the ordinary? Not on the -- no. Go below the picture. There you go. See that little blue box? I think you really want that changed, don't you? COMMISSIONER FRYER: Thanks for the memories. CHAIRMAN STRAIN: Okay. COMMISSIONER FRYER: I didn't see that. CHAIRMAN STRAIN: And that is the -- took a while. You just saw it, huh? MR. EASTMAN: I was looking at Rich's face. CHAIRMAN STRAIN: That's the last question I have. So you would put the old language back in play and take out the new language on the footnote, and you would correct the note I just showed you on the color page. MR. YOVANOVICH: If that's the worst thing that happens to me today, I'm in really good shape. CHAIRMAN STRAIN: I know. But it's these kinds of things that could mess up down the road, so we've always got to fix them. Okay. I don't have any more questions. Is there a staff report? MR. SABO: Yes, Mr. Chairman. Staff finds that the project meets the Land Development Code. We recommend approval. CHAIRMAN STRAIN: Anybody have any questions of staff? (No response.) CHAIRMAN STRAIN: James, do you have any problems correcting that -- putting that -- leaving that footnote as it was and striking the new language? MR. SABO: I do not. CHAIRMAN STRAIN: Okay. With that, is there any members of the public here who want to discuss this particular item? Seeing none -- MR. SABO: I have two speakers. CHAIRMAN STRAIN: Oh, I'm sorry, for Esplanade? MR. SABO: Yeah, two speakers for Esplanade. CHAIRMAN STRAIN: Oh, I just asked and nobody raised their hand. Go ahead then. If you'd call them up. Those of you that want to speak, please come up to either one of the mikes, and we'll be glad to listen to you. MR. SABO: So Dave Boguslawski representing Esplanade, and Nicole Johnson representing the Conservancy. 5.B.1 Packet Pg. 21 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 9 of 85 CHAIRMAN STRAIN: Okay, sir. And, sir, if you could start by stating your name and spelling your last name for the court reporter. MR. BOGUSLAWSKI: Thank you, Mr. Chairman and Commissioners. My name is David Boguslawski. I'm a resident of the Esplanade community. CHAIRMAN STRAIN: Could you spell that last name so the court reporter gets it accurately. MR. BOGUSLAWSKI: B-o-g-u-s-l-a-w-s-k-i. CHAIRMAN STRAIN: Thank you. MR. BOGUSLAWSKI: I assume you wanted me to spell the last name. CHAIRMAN STRAIN: That's right. She picks up first names real well, but those last names get complicated. MR. BOGUSLAWSKI: I'm going to be speaking to you this morning on behalf of many of the residents of the community. We put together a PowerPoint presentation to make it easy on me to keep track of things and move among in a quick pace and also to help you-all maybe see what our concern is. I'm going to run through these slides very quickly. The outline I'll be using is shown here. We talk a little bit about who we are, what the goals of our presentation are, what our challenges are within the community that relate to this expansion, the commitments Taylor Morrison has made to us and our asks of you. We've also included an appendix with additional information, which I do not plan to cover today, but we put it in there because it could be helpful should you have questions. So who are we? For those of you here from the Esplanade community, could you just raise your hands. Now, we could have had more people show up today. We're coming off peak season. Some have already left for the summer season. We are approaching Easter weekend. My wife and I have never spent Easter without our family. This is the first time in our lives. We felt this was important enough to be here. I know others feel the same. We're residents of the community; about 700 homes closed to date. We all bought our homes since 19 -- or in the past five years when the community started. I'm not here speaking for the full community, but I believe and those of us in the room believe we do represent fairly the community's views. We have worked hard with Taylor Morrison to try to work through our issues. And I stand here today wanting to thank and praise Drew Miller who works for Taylor Morrison as their director of land planning. Drew and I have probably have had about a dozen phone calls and other interactions together during the last month or so, and he has worked hard. Every time we had a conversation, he had homework and I had homework, so it was a strong commitment from both sides to work together. We're here really concerned about making sure that Taylor Morrison follows through on its commitments. The phrase of the day from my perspective is "trust but verify." Ronald Reagan 's the one who made that saying famous. It's also attributed to others, but that is what you're going to hear me say a few times. Our goals: We're trying to make things easy for you. We want to make sure that we spend enough time to help you understand our concerns at a very high level. We're providing you more detail in the appendix. We're going to run through very quickly, again, the Taylor Morrison proposal. And their proposal was submitted to us, you know, sort of as an ultimatum. You know, we're going to win anyway. This is in the bag but, you know, if you don't stand up and support this, you're not going to get all these pieces of candy, and that turned a lot of people off. And we went back to them, spent some time, talked about our concerns. They added to the list, but it's still an ultimatum. The other thing that happened is right at the tail end of this process, after Drew and I had reached conceptual agreement on terms such that you-all and the Board of Commissioners would incorporate our agreements into the approvals that were received so that you would have a monitoring capability, one of the lawyers got involved, and Drew got back to me and said, sorry, the lawyer says these guys really don't 5.B.1 Packet Pg. 22 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 10 of 85 have any authority to monitor and enforce what they approve, which I actually thought was rather ridiculous, which is one of the reasons I'm here today. CHAIRMAN STRAIN: Sir, when he said that to you, he said we don't have the authority, or the county doesn't have the authority to monitor and approve what they approve, was he referring to the fact that this language got added that you wanted to as a special agreement, then we'd have problems monitoring and approving that -- or reviewing that? Is that -- MR. BOGUSLAWSKI: I believe that was the case. CHAIRMAN STRAIN: Okay. And that is an accurate statement. It's because we are here purely for two documents: The Growth Management Plan and the Land Development Code. We do approve PUDs subject to those two codes, and we enforce it subject to those two codes, but a lot of communities have private restrictions and private agreements that are outside the purview of the ability for the county to go out and -- if you took -- there's 450 PUDs in the county. Every one of them has private agreements, private HOA deals with -- as far as deeds, and we cannot enforce those, and we do not enforce those. That's another matter. So if that's what you're trying to do is get a private agreement incorporated into the PUD, I can understand why they probably told you that. MR. BOGUSLAWSKI: This might be something that we delay until later in the presentation, and we can talk about some of the things that, you know, we were hoping that you would monitor. And, you know, the gist of it -- I'll get right to part of the issue. A lot of the agreements have to be done in 2019, according to Taylor Morrison; they will be done. To me, it's a very simple review to take a look at the list and say, were they done or not, before granting any approval. CHAIRMAN STRAIN: That's probably a turnover agreement is what you're talking about for your HOA? MR. BOGUSLAWSKI: No. CHAIRMAN STRAIN: Okay. MR. BOGUSLAWSKI: So I will come back to that, and maybe we can discuss that a little bit. Next, our challenges. I have a few slides here. We're really feeling the challenge of death by a thousand cuts. We have a highly congested amenity center, which is where our common facilities are, you know, parking for golf, the dining area, sports court, et cetera, and we're only 60 or 70 percent built out as a community. We also have an amenity center that has absolutely no room to grow. So if the parking lot is too small, there's no place to go. You can't add more cars. Hatcher is not the first property Taylor Morrison has added. They've added the DeLilo property as well, added 47 homes then. Parking was already too small before that was added. They're now proposing the extra 10 acres and 34 more homes. And our issue is not with Taylor Morrison adding to the property per se. It's with what happens to the congestion in the community that already exists. More homes basically means we've got more parking problems, more challenges sitting around the pool, not enough chairs, sports courts get filled up, fitness classes get filled up, et cetera, et cetera, et cetera. When Taylor Morrison designed this community, they designed it for a certain size, and the more homeowners you add, the more congestion you have in the community. We've brought a couple photos of the parking situation. These aren't the greatest things in the world. We didn't have a drone to fly over the whole parking lot, so we took pictures from a couple of angles. Pictures speak for themselves. Full parking lot on a Wednesday afternoon, March 27th. First time somebody went through and just shot some pictures. Staff suggested we come in with some pictures; I thought it was a good idea. This is another day, April 7th. Now, on this day it was Sunday afternoon; there was an event going on, and events are going to tend to get very crowded. But here's an example of where people didn't have any room to park whatsoever. The other shot showed a full parking lot, too. But here we've got a 5.B.1 Packet Pg. 23 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 11 of 85 full parking lot where people were turned away from the parking lot. There was no room to park. So what about inadequate car parking? Why is it a challenge? Everybody drives. Everybody drives their cars to the place. If you want to play golf, if you want to play tennis, if you want to play pickleball, bocce, you want to swim, you want to work out, you want to dine, you want to attend meetings there. It's become a challenge at 60 or 70 percent of the homes built -- with 60 to 70 percent built. We also have nonresident golfers which will decline over time as more homes get built, so there is a little bit of an offset there, and staff are rising. And as we add more homes, the amenity center gets used more and, you know, without more remote pools, people are going to want to use the pool there as well. And the bottom line is there's only 210 parking spots, and some number of them, pick a number, 30, get used by staff that work there. So we've really got 180 parking lots (sic) for 1,184 homeowners and 30 staff people. And as we all know, this is a great place to be in the wintertime. We are a seasonal community, largely. Everybody comes here at the same time. Everybody wants to golf in the nice weather. Everybody wants to play tennis in the nice weather. We all want to use the parking lot at the same time. That's the challenge. And the solution space is very limited. The whole campus is surrounded by either water, golf course, or preserves. We cannot grow it to add more parking. Some related things. We aren't a walking community at all. This community is spread out over lots and lots and lots of acres. There's no direct access whatsoever by bicycle or golf cart. You have to go on the roads, and the roads were granted deviations making them very narrow. And we've got a lot of traffic on the roads right now because of construction as well. But there's traffic on the roads, streets are narrow, and people tend to want to drive their car rather than bike or golf cart. The parking deviations were additive. There was a 40 percent deviation and a 50 percent deviation. That's part of the problem. The other part of the problem is fewer remote pools have been built than were originally promised by Taylor Morrison in meeting after meeting after meeting. I'd be happy to provide evidence of that if you'd like, meeting notes that they took. CHAIRMAN STRAIN: And, sir, are we getting close? Because we've been moving -- we're at almost 15 minutes now. So are you getting close? MR. BOGUSLAWSKI: I am. If you would like people to raise their hands again, cede me their time. I'm almost done. CHAIRMAN STRAIN: Okay. That's fine. I'm just asking to move forward. COMMISSIONER CHRZANOWSKI: Mark, I would like to express my profound appreciation for all these people not wanting to talk. I'll put up with him for another 15 or 20 minutes. MR. BOGUSLAWSKI: Thank you. CHAIRMAN STRAIN: That's fine. I'm just trying to keep to the rules, Stan. COMMISSIONER CHRZANOWSKI: Oh, no. I know. MR. BOGUSLAWSKI: So these are the commitments. I wanted to get to, because maybe we could have our dialogue about, you know, what's enforceable, what's not. One of the things we agreed on with Taylor Morrison is a hard cap on future growth. Hard cap means not only will you have to approve it, but we the members of the community would have to approve it. Anything beyond 1,184 requires a member vote. Taylor Morrison abstains from that vote, and members would pass it. The same holds true for golf lots -- or the golf memberships. We've set that limit at 850. Taylor Morrison has agreed to build the remote pool that it had originally promised. And we've agreed there are places where we could add a few parking spots, about 31 car spots, 45 golf carts. Everything on this list is to be done in 2019 except for those things that are asterisked. They have also done some things around the pool to expand the pool deck, the bocce courts, and 5.B.1 Packet Pg. 24 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 12 of 85 they've identified some things with us that we could do as the project is being built out to set us up for possible future enhancements at the club by doing some prep work now, basically putting in some underground -- some underground stubbing out for bathrooms and so forth. And they've agreed to move with us to allow members to use golf carts on the course around midyear. That, I think, will take a little pressure off the parking in the near term. So our asks of you are very simple. We wanted to make sure that, you know, our presentation and Taylor Morrison's commitment letters to us and presentations to the members became part of this proceeding. We also wanted you -- and ask you to recommend to the Board of County Commissioners that Taylor Morrison's commitments to residents become part of the PUD and implement them as any other commitments, namely monitor them. Again, you know, trust but verify. So this is my last slide. We stand here today supporting the 34 homes and the addition with our commitments from Taylor Morrison added to the PUD. That's an "if" statement. We don't speak for the whole community, but we have a pretty good handle that we are representing them. We very much appreciate your assistance, the assistance of your staff. They've been great to work with, and I just thank you very much for the opportunity to spend the time I did with you this morning. CHAIRMAN STRAIN: Okay. And before you leave, we're probably going to have questions, so if you don't mind answering some questions. Anybody on the team? Go ahead, Joe. COMMISSIONER SCHMITT: I fully understand your issue, but much of that -- of what you're asking is far beyond our capacity to enforce as a Planning Commission or zoning board, and even the Board of County Commissioners. So you're asking us to amend the PUD and put in specific language to enforce some of these standards that are -- is really nothing more than an agreement between the residents and the developer. It has really not much to do with zoning. So I'm really not clear -- or maybe it is clear from what you're asking. You're asking us to add what are essentially an agreement between you and Taylor Morrison and to make that somehow enforceable in the PUD amendment which, essentially, is amending the Land Development Code for the Esplanade. Is that basically what you're asking? MR. BOGUSLAWSKI: I'm asking on behalf of the residents for your help. I am unclear how all the rules work with this commission and with the Board, but it does seem to me as though there's a timeline here that kicks in. Your approval comes, the Board's approval comes next, probably late this year, by then Taylor Morrison expects to have pretty much everything on this list done except for maybe two items. COMMISSIONER SCHMITT: What list? MR. BOGUSLAWSKI: The list that I just covered on the last couple slides. CHAIRMAN STRAIN: Why don't we back up to your two slides where the lists were. I think they covered two slides. We could start talking off them. At the same time I'd like to ask someone who represents the developer to, at the same time, comment on these as they come through. This case that's being in front of us today is not necessarily about items outside of the reduction of density in the parcel that they want to add but it -- the developer's going to be part and parcel in anything that happens, so why don't we get their take on it as we go through this. And the first one is impose more stringent limits on future growth. They're looking for a cap of 1,184 homes. That's what this is doing today. COMMISSIONER SCHMITT: Yeah. CHAIRMAN STRAIN: The PUD change today would reduce the number of homes to 1,148. Now, that doesn't mean, like anything else in Collier County, they couldn't come in later at some future date and ask for more density if they wanted to. But right now the cap will be -- I believe it's 1,148; is that correct, Richard? MR. YOVANOVICH: I believe that's what I said on the record. CHAIRMAN STRAIN: Okay. As far as the golf memberships, the hard cap on the number of golf lots with member approval, that's a subdivision issue, and that has to correspond to never exceed 5.B.1 Packet Pg. 25 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 13 of 85 1,184 homes. I'm not sure what that specifically is about. Do you know any more specifics? MR. YOVANOVICH: If I may, just general comment. Mr. Strain, the developer has committed to these changes within the community. These are not -- many of these things, other than the density cap, those are not zoning-related issues. And I just -- like, I think one of the pages there's a number of chaise lounges. You know, we just don't want to get into every zoning hearing that we're involved in from this point forward we're going to be negotiating homeowners' association related issues. These commitments have been made. And I just want to clarify one thing. Some of these commitments will be made regardless of whether we get approval today, and some won't because we won't be able to make those commitments. But that's what we're talking about. And -- CHAIRMAN STRAIN: Where I was going, Rich, is that some of these may be under our purview. First of all, the differences between this board and the next one, we are here for one reason, and that's to make sure the Growth Management Plan and the LDC, the Land Development Code, are adhered to. Our restraints are those two codes. MR. YOVANOVICH: Right. CHAIRMAN STRAIN: There's -- a lot of the things that you're bringing up here are outside the ability of us to do anything with those two codes. It may not be outside the ability of the Board; that's up to them. But on our side, we just recommend to them based on our code readings. Now, Joe, did you have something you wanted to add? COMMISSIONER SCHMITT: Yeah. I'm just trying to understand, the 850 golf lots. This is a bundled community, so you're asking us somehow to say to the developer you can't sell more than 850 homes that are part of the bundled golf course? We can't do that. That has nothing to do with zoning. MR. BOGUSLAWSKI: At the root of this issue is a person or an organization or a corporation's actions determine whether people trust them or not. We are living in a community where we've been promised a lot of things a lot of times. And I won't bore you rattling several of them off. COMMISSIONER SCHMITT: I really need you to answer the question that I asked. MR. BOGUSLAWSKI: At the root of this issue is one of trust. And we are being told by Taylor Morrison they're going to do these things, and we are looking for a means to hold them accountable. COMMISSIONER SCHMITT: Well, I would say that you'd have to hire a private attorney to deal with some of these issues. I mean, when you talk about the golf cart, is it a golf cart community? Can you drive your golf cart through the community? MR. BOGUSLAWSKI: You can drive on the roads. COMMISSIONER SCHMITT: So you have the ability to do that. You've got an approval through the county? MR. BOGUSLAWSKI: Yes. COMMISSIONER SCHMITT: It's a private community, and you can drive your golf carts? MR. BOGUSLAWSKI: We drive on the roads, yes. COMMISSIONER SCHMITT: Okay. Some of these things I don't understand. And then you're asking -- the number of pools really have nothing to do, again, with zoning. Those are issues between the homeowners' association or the foundation or the management entity and the community. I don't know -- I really understand what you're asking here, but it's far beyond -- Mr. Yovanovich is clearly correct that it's far beyond any zoning issue. These are issues that you're in dispute with the developer over certain promises and commitments that we really can't enforce, nor really can the Board of County Commissioners. I guess they could, but then it would raise an issue that the attorney would seek legal action against the Board. MR. KLATZKOW: No, they can't. It's a private agreement. The only way we could do that is somehow initially -- and we're past that point -- these commitments were put into the PUD ordinance. COMMISSIONER SCHMITT: Right. MR. KLATZKOW: But they weren't. 5.B.1 Packet Pg. 26 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 14 of 85 COMMISSIONER SCHMITT: They were not. MR. KLATZKOW: And why would they? CHAIRMAN STRAIN: Let me go on with the issues you've had here. The parking spots, you said that you need 31 more car spots at the amenity center. I pulled up the latest Site Development Plan I could find for the amenity center, and it was dated in 2016 as far as the way it was laid out. At that time it shows 204 spaces, like you've already -- I think you've already stated that, but they were only required to put in 173. The difference is 31 car spots. The requirements that were allowed to -- allowed them to do only 173, there was only one deviation, and it was in the PUD that allowed them to reduce the parking spots for one -- for the pro shop, the cart barn, and the wellness center from 29 down to 20. So they got a credit, let's say, of about nine parking spaces for that. The other elements are already part of our Land Development Code that we're here to enforce. They met those requirements. It would be hard for us to say now you've got to provide more when the requirements have already been met from the Land Development Code. So that one -- that's why I asked to take a look at some of these. Some of these clearly are outside the limitations that we have, and that would certainly be one of them. If the developer were coming in for this PUD and at that time there was an argument that they were agreeing to do more parking spaces because they were going to design it that way, we could have put it in then, but I don't know of any way to go back retroactively and now say you don't have enough even though you've got approval from permitting which meets the code. MR. BOGUSLAWSKI: So we are not in disagreement with the developer at this point. We've actually worked these things through. CHAIRMAN STRAIN: Okay. MR. BOGUSLAWSKI: So the ask was very simply to build a test into the process to see whether they've done what they said they would. CHAIRMAN STRAIN: This process is a demand. MR. KLATZKOW: We're not here to enforce your private agreements. As a matter of law, we can't. They are what they are, private agreements. We're the county, all right. I mean, we enforce laws and ordinances, not private agreements, not private covenants, not private deed restrictions. That's why they're private. We don't get involved in people's contracts. We don't get involved in that sort of thing. And, oh, by the way, the developer has rights, too. Now, if you're not happy with the developer, there are all sorts of things you can do: Civil disobedience, signs in your windows, "don't buy here." I mean, seriously. But, you know, you're not the first homeowners that I've heard that the developer hasn't lived up to their promises. But that's not for us to do anything about. Those promises weren't to the county. Those promises were to you. MR. BOGUSLAWSKI: I guess the thing that is confusing to me is when I go on your website and I look at what your charge is. It implies, certainly, that you are the sounding board for people who live here, and, you know, you might want to think about changing that charge, because I'm not really hearing that you are. MR. KLATZKOW: No, no, no. We are a sounding board, which is why we have this room filled with people. I'm just telling you, for this particular problem, your fight is with the developer, and you've got the ability to fight. You can hire a private attorney as, you know, Mr. Schmitt has said, or you can do what I do, just a little act of civil disobedience, signs in your windows, don't buy here, all right, because that's the only real power you have at this point in time, because once that last home is sold, you'll never see the developer again. MR. BOGUSLAWSKI: Right. And, you know, not to be belabor. I can understand you taking that position if we were in here in opposition; we're not. We're in here in agreement, and -- which is why I'm actually quite surprised. I've dealt in regulatory proceedings for a good part of my career. MR. KLATZKOW: We don't regulate. MR. BOGUSLAWSKI: I understand -- all sorts of different regulatory agencies, and oftentimes 5.B.1 Packet Pg. 27 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 15 of 85 when something like this arises, they can get a little creative and work with the parties to get some checkpoint into the process so there's verification. If that is not the case here, I hear what you're saying. CHAIRMAN STRAIN: Pat, I think you had something. COMMISSIONER DEARBORN: The world's not coming to an end. You guys are in agreement with the builder. We're just trying to figure out a way -- you're trying to figure out a way to make sure they're held accountable. And, again, all we're trying to tell you is, as the board, Planning Commissioner board, we can't. Whether we wanted to or not, we can't. We're not tasked with that. But the solution's right there in front of you. As a homeowners' board, there's ways to withhold funds at their turnover process with the builder. There's ways to update your HOA rules, covenants, and all those things and make sure those things are ironclad and locked in there. Get an attorney, represent your group. And, obviously, you have a great group here. The builder's in agreement. I'm sure you -all can get that in writing, ironclad, and lock it down, and then the problem's solved. MR. BOGUSLAWSKI: Okay. CHAIRMAN STRAIN: If you want to turn to the next page, we'll be glad to take a look at it. If there's anything on there that we can add that's consistent with our code, fine, but at first blush it didn't seem to be. And I'm not trying to say no to everything, but I don't know how we can say yes. That's the hard part. We have to strictly go by the code. Number 4 certainly is well beyond anything. So is No. 5, 6. COMMISSIONER DEARBORN: Seven. MR. BOGUSLAWSKI: Well, stubbing out the utilities is part of the Hatcher project. I would be surprised, as a Planning Commission, if you don't get involved in that. CHAIRMAN STRAIN: Which number is the utilities? MR. BOGUSLAWSKI: Number 7 is one, and No. 6 is a stub-out for bathrooms. CHAIRMAN STRAIN: Unless the Utility Department has required that or requested it, it's not something that we would -- MR. BOGUSLAWSKI: They don't submit detailed drawings for the Hatcher property? CHAIRMAN STRAIN: They do at Site Development Plan level. It will probably come through at that time, but at this level, without their input, I wouldn't know that that's a good or bad thing for the Utility Department to do. And, sir, these are just outside our purview, they really are, and I don't know how to get there for you with today's meeting, so... MR. KLATZKOW: You wouldn't want these in the ordinance anyway. I mean, you know, down in the future the developer's going to be gone. It's going to be a homeowners' association that are responsible here, and you want to change your rules for golf carts. Instead of starting July 1st, you wanted to do it May. Now you've got to amend the ordinance for that and go through this process? You're going to want to amend an ordinance for how many chaise lounge chairs you want? These things are not intended to be in ordinances. CHAIRMAN STRAIN: You put 38 out there, you're in violation. I mean, those things -- yeah, I agree. I'd have to agree. This is just outside the elements that we deal with. We work strictly with the Land Development Code and the Growth Management Plan, and I don't know how to get to where you want to go today, so -- but I do thank you for making us aware of it, and I think it will be made -- when the Board sees it, they'll know that you were here. MR. BOGUSLAWSKI: Okay. On behalf of the residents -- we've got at least one more resident speaking, but thank you for the disappointment you've given us. CHAIRMAN STRAIN: Are there any other speakers? MR. SABO: Mr. Chairman, I have a second speaker, Tom Coffey, and to help speed things, I'll flip his pages. He's got some pages on the visualizer. COMMISSIONER SCHMITT: And Nicole as well. Nicole was next, wasn't she? 5.B.1 Packet Pg. 28 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 16 of 85 MR. SABO: Nicole Johnson. Pardon me, Ms. Johnson. MS. JOHNSON: That's okay. Thank you so much. Good morning. Nicole Johnson, here on behalf of the Conservancy of Southwest Florida. And I want to speak briefly to an issue that really hasn't got a lot of airplay here today, and that is specifically to the native vegetation committed to be set aside within the 10 acres of the additional property and really to acknowledge and thank Taylor Morrison for working with us so that the native vegetation on that 10-acre site is consistent with what that project would need to do had it been an independent and separate PUD. And the reason why that is important is we see with so many of these large and older PUDs doing some infill projects, you have more lands being absorbed into the overall project. And oftentimes the thinking is to be consistent with the Land Development Code, if we already have an excess of preservation in the existing PUD, we don't have to set anything aside in those addition lands. And I know that's something that the Conservancy has tried to work through with a number of developers and projects. And I really want to compliment the Taylor Morrison team. When we brought this issue to them, their first response, okay, let's see how we can work through this. That, I will tell you, is a very rare thing to happen. So it's a small area preservation, 0.8 acres, but it is important because if you look at what they would have to set aside were this a 10-acre stand-alone PUD, it would be that 0.8 acres. So I want to thank them for working with us and, you know, acknowledge that they did address our concerns. CHAIRMAN STRAIN: Thank you. COMMISSIONER DEARBORN: Thank you. COMMISSIONER SCHMITT: One question, Nicole. But that is going to be connected to an existing preserve. It's not going to be an isolated. MS. JOHNSON: It's going to be up in the northeast corner, and I'm not sure what specifically that connects with within the project. I know that there's some flexibility with where that .8 acres is going to ultimately be located, and certainly to the greatest extent possible if it can connect up with some northern preserves, that will be good. COMMISSIONER SCHMITT: Yeah. Again, my concern, that .8 acres, the chance for success is limited. And if it's in connection with an existing preserve, it's of great benefit, but thanks. CHAIRMAN STRAIN: Okay. Anybody else? (No response.) CHAIRMAN STRAIN: Next speaker. MR. SABO: Next speaker is Tom Coffey. MR. COFFEY: Mr. Chairman, Commissioners, thank you. I heard you loud and clear what's within your purview and what's not within your purview. I'm really here to support Dave Boguslawski's comments and really address the parking issue more than pools or amenities or any other issues, although I agree with Dave. I think the heart of the matter is we have 200 and -- my count is 210 parking spots. It could be off a few. Right now about 30 or 35 are used by employees. When the culinary center is built, which it's not -- it's about a year behind schedule, which I'll comment on a little bit later -- that will probably add another 30 to 35 employees. So of the 210 parking spots, close to 70 will be used by employee parking. And there's no other place for employees to park unless we bus them in from the maintenance facility, and that's realistically not going to happen. All right. So we're left with 100-plus parking spots for a community of now 1,168-plus homes of which there's probably two residents per home, spouses, and they use the facilities at different points. Some people are golfing. So really we have close to 2,400 residents, and it is not a walking community. It's close to a thousand developed acres. I think it's 869 acres or something like that. So it -- we do use the 5.B.1 Packet Pg. 29 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 17 of 85 parking facility. And, you know, I would make the comment that well, LDC 4.05.04(g) relative to the golf communities allows for a reduction of up to 50 percent of facilities. We have -- I don't know if we're unique, but, you know -- and that might be nice for a private golf community which is 350 members and people don't live on site and there's not a large amenity center where everything's congested; we've built on every square foot of the Esplanade community. I don't think one more home could go in. When it gets to a bundled community with an active lifestyle community of 2,400 people with -- considering two spouses, or 2,500 people maybe almost, it really just doesn't work. And on top of that, we gave Deviation No. 5 in the RPUD that allowed them to reduce that -- I think it's -- I might -- it's 50 percent reduction for the golf communities; 40 percent additional reduction they were granted in the Deviation No. 5. That goes to the heart of creating this issue. You might not be able to go back and recreate the -- you know, redo our PUD, but we don't understand, and we don't have the documentation of what was provided at the point in time they were granted the deviation, so we don't know whether the Commission was led to believe at that point in time whether it was a walking community and how it was going to work. It clearly is not a walking community. All right. So, you know, that's my big concern. I mean, we're going to have four restaurants. We have the Bahama bar. We're going to have three restaurants in the culinary center with a capacity of 511 seats. We have the amenity center with 87 seats; 12 tennis and racquet courts; 5,000-square-foot pool facility. All the other supporting facilities, the pro shop, the cart barn, all in a very small footprint. So those 135 parking spots, if you take out the employees, is clearly not adequate for what we have, all right. And I heard what's in your purview, but I was going to add a request to Dave's request, which you already said you can't grant, but -- and I know in the original RPUD you did have a stipulation that the permanent pro shop had to be built when 50 percent of the homes were transferred, conveyed. They did meet that requirement. I think they rushed to meet that requirement. It wasn't done ahead of time, I can assure you. The culinary center was all promised to the residents when they signed their document. There was going to be 1,121 homes in here, and now it's grown to 1,184; that the amenity center will be started when 50 percent of the homes were conveyed. More than 50 percent of the homes have conveyed, I bet you, close to a year ago, and that the amenity center -- they just had ribbon cutting yesterday. I haven't seen anything other than that done. So that's our concern as residents, part of the broken promises, but also relative to the deviations that were granted under the zoning ordinances has created a major issue for a planned community such as ours with bundled golf and very active. Thank you for your time. CHAIRMAN STRAIN: Thank you. Joe. COMMISSIONER SCHMITT: Just one. For clarification, do you support the amendment and the adding of the 10 acres or -- because of these -- all the criteria you've listed saying no, that we have too much now and this is just unacceptable and we do not support adding the 10 acres? MR. COFFEY: I really don't -- the way Taylor Morrison will present it -- has presented it is it was originally 1,121 in the original RPUD. They've now -- and I think these are all economic reasons, not to appease us, to be honest. They've now reduced that to 1,103 because they're going to put single-family homes in or larger lots where they make more money, so there's going to be 1,103. So net net, my view, is it's adding 16 homes to what -- well, if you include the DeLilo property where they had the 47 homes, in that, that 1,168, it's going to add the net of 16 homes. I don't think that's the issue, but I do think their commitment to us, which, oh, by the way, their commitment in the letter from Drew Miller is less than the number of parking spots that they originally discussed with us and was in Dave's presentation, you know, by 12 or 14. But 12 or 14 start to matter when you're already jammed up. 5.B.1 Packet Pg. 30 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 18 of 85 So I don't think I'm going to stop it. I support it because any improvement to the parking will help our situation tremendously, but -- so that's my position. And, again, I don't speak for the rest of the community, but we've been -- Dave and I and others have been active in the community and speaking to a lot of people, so I think we know the general sentiment. CHAIRMAN STRAIN: Okay. Anybody else? Go ahead, Karl. COMMISSIONER FRY: Sir, I mean, overall your neighborhood has come with conditional support for Taylor Morrison's changes to the PUD. But I'm getting that it's contingent on a signed agreement for these other developer agreements; is that correct? Do you have a signed agreement with at this point with them? MR. COFFEY: We have a letter from Drew Miller. I cannot tell -- you know, I believe their commitments. I am not an attorney. All right. He has represented certain things to us. The parking spots and the golf spots were less than we originally discussed. I think Dave had some concern about the language in the commitment. So I can't really address that from a legal perspective, whether it's a true commitment or it's just a letter of intent. COMMISSIONER FRY: But as -- assuming the developer makes that commitment to you formally, then the neighborhood has issued conditional support for this zoning issue? MR. COFFEY: I would say if the parking spots come up to the presentation that Dave was -- we gave in the presentation, because that was our original understanding. And it's not that significantly shy. It's 10 or 12, and, you know, I think we need to search for those numbers. COMMISSIONER FRY: Okay. Thank you. MR. COFFEY: Thank you. CHAIRMAN STRAIN: Okay. Anybody else? (No response.) CHAIRMAN STRAIN: Any more registered speakers, James? MR. SABO: I have none. CHAIRMAN STRAIN: Okay. With that, I would like to ask staff one question. In 2014 -- it's unclear up something the gentleman just said. The PUD was amended, I believe it says, to 1,233 units, not the lower number. So that horse is already out of the gate. That was done in 2014. Is that number correct, 1,244? MR. SABO: 1,233, that is correct. CHAIRMAN STRAIN: 1,233, I'm sorry. Then today's number that they're asking for is -- COMMISSIONER SCHMITT: Less. CHAIRMAN STRAIN: Yeah, 1,233. They're now saying they want to drop it down to 1,184. So it actually -- they're actually undoing 49 units that they can't get again unless they come through this process again. MR. SABO: That is correct. CHAIRMAN STRAIN: Okay. So there is a reduction in units, not an increase in units. It may be an increase over the original, but that was -- that bridge was crossed in 2014 and done. It was an amendment, from what I understand. MR. SABO: That is correct. CHAIRMAN STRAIN: Okay. Richard, do you have some rebuttal that you'd like to -- MR. YOVANOVICH: No, I don't think -- I don't think we need to rehash our position. CHAIRMAN STRAIN: Okay. COMMISSIONER CHRZANOWSKI: Could I ask a question? It seems like you guys sat down together, talked everything out. It seems like you got everything ironed out. Why don't they trust you? (Applause.) MR. YOVANOVICH: Well, first of all, let's make sure the record's correct. I didn't sit down with anybody. I didn't make any commitments with anybody, so it's not me. This is -- I don't know -- and I'm the zoning lawyer. And as the zoning lawyer, I focus my efforts 5.B.1 Packet Pg. 31 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 19 of 85 on what your code says and what the process is. I will tell you that it's not -- I'll just leave it at that. My focus was to be -- to go through the zoning process and add this 10 acres. We meet all the code requirements to add the 10 acres. We think it's a better option for the community to add the 10 acres than have it be an isolated 10-acre piece that's looking for access either east or west, because it's going to get developed at a higher density than what they're being proposed today if it remains a stand-alone 10-acre piece. That's my job. I focused on that job. I've spent zero time focusing on HOA-related issues. COMMISSIONER CHRZANOWSKI: I didn't mean you personally. MR. YOVANOVICH: I understand. COMMISSIONER CHRZANOWSKI: Okay. MR. YOVANOVICH: But I was the guy at the podium, you know. COMMISSIONER CHRZANOWSKI: I know. CHAIRMAN STRAIN: Rich, do you know if the project's been turned over to the HOA? MR. YOVANOVICH: I can ask. It has not. CHAIRMAN STRAIN: All right. Well, the opportunity for them to have all their concerns more or less on the table is usually during turnover. So if they didn't know that, there certainly is an opportunity there. MR. YOVANOVICH: I'm sure they're very well aware, and they have received a letter from Mr. Miller, Mr. Miller stands by that letter, and we'll move forward. CHAIRMAN STRAIN: Joe. COMMISSIONER SCHMITT: Is Taylor Morrison the only builder in that -- is it Stock and others -- MR. YOVANOVICH: They've sold off some parcels to other builders, but they're the developer for the best term. COMMISSIONER SCHMITT: Taylor Morrison is kind of the lead entity? MR. YOVANOVICH: Yes, sir. CHAIRMAN STRAIN: Okay. Anybody else have any questions of anyone at this time? (No response.) CHAIRMAN STRAIN: Okay. Rich, I'm assuming you're done with your rebuttal? MR. YOVANOVICH: Yes. CHAIRMAN STRAIN: Okay. With that, we'll close the public hearings. Debate -- or discussion and motion, whatever the Board prefers. Anybody? (No response.) CHAIRMAN STRAIN: Hearing no discussion, is there a motion? COMMISSIONER SCHMITT: I make a motion that we approve the PUD as proposed, the Esplanade Golf & Country Club as proposed, and I did not hear any changes or deviations. CHAIRMAN STRAIN: Well, there is one, and that's we leave the footnote alone. COMMISSIONER SCHMITT: Oh, with the one footnote. CHAIRMAN STRAIN: Take out the reference to Allura, unless they want to leave it in. COMMISSIONER SCHMITT: No, I don't think we should leave that in. MR. YOVANOVICH: That's in the backup documents. CHAIRMAN STRAIN: Actually, it's right after the Exhibit F, so... COMMISSIONER SCHMITT: So with that, I would make that motion. CHAIRMAN STRAIN: Subject to those two things. Is there a second? COMMISSIONER FRYER: Second. CHAIRMAN STRAIN: Motion made and seconded. Discussion? (No response.) CHAIRMAN STRAIN: All in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. 5.B.1 Packet Pg. 32 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 20 of 85 COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN STRAIN: Aye. COMMISSIONER HOMIAK: Aye. COMMISSIONER SCHMITT: Aye. COMMISSIONER DEARBORN: Aye. CHAIRMAN STRAIN: Opposed? (No response.) CHAIRMAN STRAIN: Motion carries 7-0. Thank you all for coming. We're going to take a break until 10:25, and at that time we'll resume with Esplanade (sic). It will give the court reporter a breather, because we are going to break again at lunchtime. And so we'll go from 10:25 straight till lunch, take a break at that point. Thank you. (A brief recess was had.) CHAIRMAN STRAIN: Okay. Everybody, it's time to resume the meeting. If everybody will come in and take their seats. The next item up for today's meeting, the last item on our agenda is PL-20170000768. It's for the Baumgarten MPUD. It's the location where the Pelican Nursery was or used to be. All those wishing to testify on behalf of this item, please rise to be sworn in by the court reporter. If you're going to speak today, please stand up. (The speakers were duly sworn and indicated in the affirmative.) CHAIRMAN STRAIN: Okay. Disclosures. We'll start down with Tom. MR. EASTMAN: Nothing other than what's in the public record. COMMISSIONER CHRZANOWSKI: The usual; emails and a conversation with Mr. Yovanovich. CHAIRMAN STRAIN: Karl. COMMISSIONER FRY: Emails, a conversation with Mr. Yovanovich, and a conversation with a resident of The Quarry. CHAIRMAN STRAIN: Ned. COMMISSIONER FRYER: Emails and Mr. Yovanovich. CHAIRMAN STRAIN: I've had emails, all of which were forwarded to county staff, I've reviewed not only this document but many others, and I did get a phone conversation with a gentleman in one of the projects to the north, and that's -- oh, and I had a conversation with transportation staff about some items. I needed to understand better the Traffic Impact Statement. With that, Karen. COMMISSIONER HOMIAK: I spoke to Mr. Yovanovich and emails. CHAIRMAN STRAIN: Go ahead, Joe. COMMISSIONER SCHMITT: I spoke to Mr. Yovanovich and just briefly spoke with Wayne Arnold as well who, of course, represents the petitioner and received several emails to include those recent emails forwarded by Nancy and the staff, so I've got all of those. CHAIRMAN STRAIN: Okay. Patrick. COMMISSIONER DEARBORN: All the same. CHAIRMAN STRAIN: Okay. With that, Richard, it's all yours. MR. YOVANOVICH: Thank you. Good morning. For the record, Rich Yovanovich on behalf of the petitioner. I have several people here to answer any questions you may have on this project: I have David Genson with Barron Collier Companies; Eric Mallory with Metro Commercial. They're representing the developer; Mr. Arnold is here with Q. Grady Minor, our professional planner; Dan Waters from Peninsula Engineering is our engineer for the project; Norm Trebilcock is our transportation planner; and Steve Sammons is our landscape architect, and he will be addressing some of the buffer issues that will be coming up. 5.B.1 Packet Pg. 33 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 21 of 85 The order of the presentation is going to be me talking briefly, overview, and lay the framework for Mr. Arnold's presentation. After him will be Steve Sammons to show you the existing buffer between Tuscany Cove and what we're proposing, and then finally Mr. Trebilcock will be here to answer any transportation-related questions you may have. By brief overview, I've put on the visualizer the location of the property. It's at the southeast quadrant of Immokalee Road and Collier Boulevard. It's approximately 55.66 acres; currently zoned ag. And we are in asking to rezone the property to a mixed-use PUD. Thirty-six of the acres is currently within Master Planned Activity Center No. 3, which is immediately adjacent to the Tuscany Cove community. Roughly like that. So two-thirds of the Tuscany Cove project, more or less, is immediately adjacent to the activity center. Mr. Arnold will tell you how we're actually pulling the activity center away from them to make it rectangular and putting it a little bit further away. So this activity center predated the Tuscany Cove project, and the Tuscany Cove project was approved understanding that activity center would be developed next to it. Now, I'm sure you're all aware that what activity centers in Collier County are supposed to be is where you have all your commercial and where you have your high intensity residential development. That's what our Comprehensive Plan says is supposed to occur within this master planned activity center. What I want to do is I want to -- I'm going to do a little -- you received a letter from Mr. Stuart, and I'm going to lay the framework for little things that Mr. -- some items that Mr. Arnold will be addressing, but I want to make sure we have the framework for the public to understand our position and how this all works. As you're all aware, Collier County is required to adopt a Growth Management Plan. We've adopted a Growth Management Plan, and that Growth Management Plan says this is an activity center. We're supposed to have residential, and it actually says we're supposed to have residential and commercial in these mixed-use activity centers. Historically, they've been developed 100 percent commercial, but this quadrant, this project will have both residential and commercial just like the northeast quadrant, which is the Tree Farm PUD; has both residential and commercial within it. So this is consistent with the Growth Management Plan. Now, the county's also required, pursuant to Section 163.3167, to implement its Growth Management Plan through the Land Development Code. So the county, as you all know, and you've reviewed Land Development Code amendments, they are required to adopt them, and they're required to be consistent with the Growth Management Plan. And why that's important is in 163.3202 of the Florida Statutes, the land development regulations, which the Land Development Code is, is to regulate the use of land and water for those land-use categories included in the land-use element, the FLUE, and Future Land-Use Element, and ensure the compatibility of adjacent uses and provide for open space. So what does that mean? When you adopted your Land Development Code, you, by definition, adopted regulations that statutorily ensure compatibility of adjacent uses. Mr. Arnold's going to take you through the Land Development Code buffers, the Land Development Code setbacks, and if we had just met those, we have statutorily met our requirement for compatibility. And you're going to hear some testimony that we're not compatible. We exceed -- we meet or exceed the Land Development Code requirements so, therefore, there's no question about compatibility because you all have reviewed and approved the Land Development Code consistent with the statutes to ensure that your Land Development Code ensures compatibility. And there is another section, 163.3194, that further hits home the point that your Land Development Code has to be consistent with the Comprehensive Plan, and if we meet those requirements, we're, by definition, consistent with the Comprehensive Plan. As I briefly stated, Wayne's going to take you through -- had we decided to do this as straight zoning where we had multifamily adjacent to what developed as single-family, we meet and exceed if we 5.B.1 Packet Pg. 34 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 22 of 85 had done this as a stand-alone multifamily rezone under the current Land Development Code regulations. We did not ask for any deviations to the landscape buffer requirements that are in your Land Development Code, and our height requests are consistent with multifamily zoning districts in your Land Development Code. And as we'll show you our setbacks, we're clearly exceeding those setback requirements. We did meet with the Tuscany -- with representatives of Tuscany Cove and their attorney, and we reviewed Mr. Stuart's letter after we received it, and I'll break it down. Although we don't agree that what he requested is required to meet compatibility, we have agreed to some further changes to our development standard tables and some conditions of approval. We were going to do them anyway. We were always concerned about making sure we set this up appropriately, and we'll show you the ERP permit that's going through the Water Management District permitting process right now for the multifamily adjacent to it. But we agreed -- and we believe this is consistent with what Mr. Stuart asked us to do. We agreed to a 100-foot building setback from the southern PUD property line. We agreed, which we believe is also consistent with his letter, to no amplified sound at the amenity area after 10 p.m. We agreed that no lighted recreational facilities other than low illumination ground-mounted lighting after 10 p.m. will be built. That is from his letter. We agreed to do that. And we also had offered that we would pay for the installation of the access gate that would allow for the interconnection and provide the community the security they had asked us for; that it wouldn't be a two-way access. It would only be an access to their property. I bring that up because I think that's above and beyond what you asked -- you were asked to impose upon us through Mr. Stuart's later. That was rejected, and I don't know why. I don't know why our meeting the requirements that were set forth in the letter by their planning consultant is not satisfactory, and it's what you were asked to impose upon us. You are going to hear from Wayne, and then Norm Trebilcock will address the traffic impact for this project. Now, I know people are going to say that traffic is bad already, do not approve anything else, but there are guidelines that are in place that must be followed when reviewing and approving projects. We have a right as a property owner to rely upon those guidelines being applied to us. We have that right. We submitted a Traffic Impact Statement, it has been reviewed by your staff, and your staff agrees that our project meets the level-of-service requirements of your Comprehensive Plan and your guidelines. I'm sure that most people are here to express concerns about traffic at this intersection. So let me tell you a couple of things that are in the hopper that you'll hear from Mr. Trebilcock and how we're going to help that situation through our PUD as well as a separate developer agreement to provide some additional assistance in the county achieving; they're going to have a grade-separated -- I call it an overpass. There's probably a more fancy word these days -- grade-separated -- it's still, to me, overpass. So Immokalee Road, there will be an overpass at that intersection. It's already been built out. They have most of the right-of-way necessary to make that happen. We are going to take, through our project, water management. We're going to design our water management system to accept runoff from that overpass. No charge to the county to do that. We're going to construct three manholes for them to tap into our water management system. No cost to the county. We're going to maintain the water management system with their water coming through us. No cost to the county. We're going to convey 1.3 acres of right-of-way along Immokalee Road to help them have the right-of-way they need to implement this grade-separated overpass. No cost to the county. And we're going to provide a 20-foot-wide FP&L easement so FP&L can relocate their facilities at no cost to the county. 5.B.1 Packet Pg. 35 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 23 of 85 These are above and beyond -- these are not mitigation. These are because we've worked with the county to address what is a concern in the area. Also, we are going to install a traffic signal on Collier Boulevard by the Pebblebrooke shopping center. That's a tough shopping center to get in and out of without a traffic signal. The county has agreed that a traffic signal will go in there, and we will pay our fair share to have that traffic signal put it in place which Norm will -- and your staff agrees makes traffic better by having that traffic signal there. So we are here with a project that you'll hear that is 100 percent consistent with your Growth Management Plan, meets all your rules and regulations, and actually goes above and beyond by these donations to the transportation network. With that, I'll turn it over to Wayne, and if we could go through our three experts before questions, but we'll do whatever you want. Hopefully we'll answer a lot of those questions in our presentation, and then we'll come in and answer any questions you may have, if that's acceptable to the Planning Commission. CHAIRMAN STRAIN: We'd prefer you get through your presentation first. I agree, it would probably answer a lot of questions. MR. YOVANOVICH: Well, thank you. MR. ARNOLD: Good morning, Mr. Chairman and Planning Commission. I'm Wayne Arnold, professional planner with Q. Grady Minor & Associates, and happy to be here representing the Baumgarten PUD. As Rich mentioned, we are in Activity No. 3, and in your Future Land Use Element, one of the maps shows that boundary, and I have that on an aerial. So highlighted in red are the four quadrants of Activity Center No. 3, and in yellow is outlined the Baumgarten PUD property. What we're proposing to do, because Activity Center No. 3 is also a master planned activity center, we can adjust the boundary of that through the zoning process, much as we did with Mercato. That was another project that had a rectangular/square orientation. That one only had about 27 acres in the activity center boundary. This has about 36 acres of the 40-acre quadrant in the activity center. The balance is made up of right-of-way. So you have a singular owner. We're allowed to do a master planned activity center. So we're reshaping this. And we thought we were doing this really to great assistance to the community to the south of us, Tuscany Cove. So we're taking the same 36 acres and shaping that. We wrapped it around our project entrance, and then we extended it away from the Tuscany Cove project so that we could only put residential development adjacent to Tuscany Cove, which we thought from a land planning standpoint that made a lot of sense. I think staff, obviously, was supportive of that, and we had hoped that the Tuscany Cove residents would be, too. Before I get into a lot of the Comp Plan discussion, I want to put the proposed master plan on the visualizer. And I just want to walk through some of the key components of the master plan. So we have MU and R designations on our master plan. The MU obviously stands for mixed use. The R stand for R, residential. So anywhere we have an R, residential only would be there. Where we have the MU and an R, that could be mixed use or stand-alone residential. And in this particular case, adjacent to Tuscany Cove, we clearly have only our residential component adjacent to them. Our main entrance on Collier Boulevard -- and it's the only entrance on Collier Boulevard -- is extended away from our southern entrance so that it will align with the Pebblebrooke shopping center entrance so a signalized intersection can occur there. Up on Immokalee Road, we have two access points. The westernmost one will be access controlled in the future because it has the grade-separated intersection in front of it, and then we have main access point that's about the center point of our site. And then also you hear on almost every project potential for interconnections. Well, we actually met with the Tuscany Cove residents or some of the resident association members early on and talked about having an interconnection, because they have a stub-out that they built as part of their community into -- that would extend to the -- what's now the 5.B.1 Packet Pg. 36 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 24 of 85 Baumgarten PUD. So we reflect that on our master plan on the lower side in a location that's consistent with theirs. We also proposed one connecting to the east in Bent Creek, not at the internal spine road, but south of there, at a location that -- those can be adjusted, obviously, but we have correspondence from those residents that indicate they really do not want to, but we're going to leave that on our master plan as a potential, because things do change. Somebody may decide they want to. We can't impose it on them, obviously, but we certainly can provide for it and will. So from Tuscany Cove, just to show you their plat. They're approved at just under 300 homes that have been constructed there. They took advantage of being in the density band around this activity center to get a density increase above what they otherwise could have received if they were not in the density band, and they also provided for their stub-out, which is in that location, and stubs out to their property line, and they've partially constructed that access point. And I won't show you all of their property, but they have -- and it's hard to read on the small copies of the plat. But on their northern property line adjacent to this particular project, they have a 25-foot-wide landscape buffer easement and drainage easement so -- and that's been planted, obviously, many years ago as part of their initial development, and they now have very mature oak trees along their entire northern property line. There are a few gaps in it, but Mr. Sammons is going to show you a drone video of how extensive that existing buffer is. And, like I said, there are a few gaps. There have been a few damaged trees probably from hurricane and disease, but in large part it's a very mature well-done landscape buffer, and that was done, obviously, in anticipation by the developer that they were adjacent to an activity center and recognizing that they would either have higher density residential or a wide range of commercial uses that are consistent with what your Comp Plan says will be in an activity center. So from a land-planning standpoint and our master plan standpoint, we think we did a good job of land planning this particular property. The letter from Mr. Stuart focused on one specific policy out of the Comprehensive Plan that talked about compatibility and complementary. And I think, as Rich laid out the groundwork in the state statutes for compatibility, the Land Development Code is the document where you establish those things. And I know you've heard this before, but if you have land that's conventionally zoned, say RMF16, for instance, that's a zoning that would support the density that's achievable in the activity center. We could achieve building heights under the code of 75 feet. That's a zoned height. That's -- there's no actual height associated with conventional zoning, which means, then, you can extend beyond the 75 feet. We also know that from a setback standpoint, the same RMF16 zoning district requires you to have 50 percent of the building height as your setback but no less than 30 feet. Our PUD that's before you has a building setback of 50 feet in it, which exceeds the other otherwise required setback that would have been applied as if this were conventionally zoned. And, as Rich mentioned, the developer's taken this a little step farther. They've already submitted to the Water Management District for their environmental resource permit, and the plan set that they've submitted to the South Florida Water Management District shows what the developer believes to be the intended type of development. And we created an exhibit that takes the southern portion of that environmental resource plan, and I put it on an aerial photo to show you how we relate to Tuscany Cove. So just to further explain this, in the area that's designated residential on our zoning master plan, we show three residential buildings on the environmental resource permit. The narrower sides of those buildings are oriented to the south, and the minimum distance from the property line for the nearest portion of the building is 100 feet. So we gave the ERP plan to the residents when we met with them a week or so ago and told them that this is it. This is the plan. This shows you that the buildings are 100 feet away and largely separated from you by a lake. The lake system gets -- for water-quality purposes, it gets narrowed and expanded 5.B.1 Packet Pg. 37 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 25 of 85 and then, obviously, there's a gap between the southernmost portion of the lake and the lake to the east of the potential interconnection. But, for the most part, you have lake and landscape buffer separating us from them. And their landscape buffer that they have is an extensive one, and I think through Steve's analysis you're going to see that what we've proposed certainly has no visual impact on our most immediate neighbor. So going through the Comp Plan analysis that staff and we do -- we provide that in our evaluation criteria that appears in your backup material where we analyze all of the criteria that's in the Land Development Code and in your application that also has additional material, and we provide answers to those. Those are supplemented as we go through the review and deal with staff comments and questions. And we've addressed all of your issues of compatibility, and part of the compatibility issue was addressed clearly by the orientation of our master plan that I addressed. And we also have other components of the Comp Plan, Policy 7.3 that we talk about all the time on interconnection, we're providing those. You hear from most people that they don't want them. In this particular case, the nice thing about the interconnection for the Tuscany Cove residents is it will give them an opportunity to get to a signalized intersection and have safe passage to the south on Collier Boulevard. It also creates addition gaps in the traffic volumes on Collier Boulevard, which is going to be of assistance to them, because currently they're fighting with people making U-turn movements that have come south out of the Pebblebrooke shopping center that want to go back north. So it's going to alleviate those turning-movement concerns that they have, and that's the benefit of their interconnection. And, as Rich said, that was something that they had expressed early on that they wanted, and we're providing that. But your Comp Plans, you know, also has other things, and the reason you have activity centers was hopefully to try to manage commercial growth management so we didn't just have large strips of commercial like we have along portions of the East 41 Trail where it's just completely lined with commercial development for the most part, narrow, skinny, and this was the concept. It's activity center concept. And it's worked great in some locations. It hasn't worked great in others. This one happens to be large enough you can accommodate both residential and commercial development. We've put forth a variety of commercial land uses. Those are oriented away from our nearest residential neighbors. And we think it's a very good compatible concept that's consistent with the Comp Plan policies that support that. It also discourages sprawl, because we are providing for the density and services in an area that -- it's about a mile from your urban services boundary, but we have full urban services here. We're cooperating with the county with regard to water management drainage facilities and also utilities through FP&L and also from the roadway network by providing the necessary right-of-way to the county so they can build and improve the intersection at some future date to accommodate the growth that is occurring in Collier County, that's expected to occur in Collier County. So from my professional standpoint, and your staff's, we are consistent with the Collier County Growth Management Plan. There's no doubt in my mind. We've been determined to be consistent. I think as Rich mentioned, we've addressed and dealt with successfully every key component that Mr. Stuart addressed in his letter representing the Tuscany Cove residents. We've asked for three deviations from the Land Development Code which I think are very reasonable, fair, and supportable deviations, none of which affect our neighboring property owners. The first deviation we asked for was the reverse frontage road that circulates through our site. We wanted that to be a 50-foot-wide cross-section, so we've asked for a deviation to allow that to be a private road and a 50-foot right-of-way. We also asked for a directory sign at our entrance on Collier Boulevard that's larger than typical a little bit in height and a little bit in square footage because we're separated from the travel lanes by the canal, and we think that's warranted to have a little bit larger signage because cars are so far removed from the sign face. 5.B.1 Packet Pg. 38 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 26 of 85 And then the third deviation was to allow each of the outparcels that front on our reverse frontage road to have signage both on Immokalee Road and on the internal private road, and we thought that was fair to be able to have -- sorry -- in order to make sure that those folks had signage and a visibility on both of those roadways, and staff has supported those. And, as Rich mentioned, we're also willing to concede the hours of outdoor audible sound and any of the amenity areas on the residential tracts at the request of the Tuscany residents. I think what I'd like to do is ask Steve Sammons to come up and take you through a visual tour of the buffer issue, because I think you're going to agree that what we've provided is very adequate buffer and setback in combination, which I think you'll find that it's clearly compatible. So with that, I'm going to ask Steve to come up and walk you through a line-of-sight process that he did and then, if necessary, I'll come back up and address a few more things. CHAIRMAN STRAIN: Will he be also addressing the units that are over in Bent Creek? Because they're actually closer to you than the one to the south. And when you mentioned you were looking at your most close neighbors, you only mentioned Tuscany, but there is Bent Creek. And I drove by there yesterday, so they are built in that location. MR. ARNOLD: There are. I was focusing on Tuscany, because that's who reached out to us and expressed concern. CHAIRMAN STRAIN: Okay. But we will, as the Planning Commission, I'm sure, be concerned equally about Bent Creek, especially since units there appear to be closer to your property and the activities than the one to the south, so both would be nice if we could have that. MR. ARNOLD: Okay. Sure. CHAIRMAN STRAIN: And, Ray, these exhibits, especially the one we just saw on that, if it was a slide or a PowerPoint, I have no idea. Can you make sure we get copies of those? MR. BELLOWS: Yes, we will. CHAIRMAN STRAIN: Thank you. COMMISSIONER FRYER: Is there any reason why we can't see these before the meeting? You mentioned us getting copies, but it would be handy to have them in advance of the meeting. MR. BELLOWS: I believe we had -- Judy emailed you one PowerPoint presentation prior to this meeting. CHAIRMAN STRAIN: When they come in, if they do come in beforehand, just send them to us. That would be handy. MR. BELLOWS: Definitely. CHAIRMAN STRAIN: A lot of times applicants won't know what they're going to present until they get it completed right at the time of the meeting because of negotiations, so that's understandable. MR. SAMMONS: Good morning. Steve Sammons, landscape architecture with Peninsula Engineering. I'll be talking about the buffers today for the Baumgarten parcel. It's primarily focusing on the south buffer adjacent to Tuscany Cove. I have a couple exhibits to show you today. The first is this line-of-sight diagram showing the relationship of the building to the property line and the adjacent residentials, and then also after this we have a video that Wayne had mentioned that we flew recently with the drone just showing the existing vegetation and existing conditions. So looking at the line-of-sight diagram here, we show the building at the 100-minimum-foot setback from the property line, and we also show the 65-foot maximum building height as a representative of the multifamily buildings. In between the buildings and the property line, there is, along the majority of the property on the south border, there is a combination of lake and/or littoral plantings, and then adjacent to the property line -- and this would be similar to the property line along Bent Creek -- there is a required Type B buffer which is 15 feet wide, trees 25-foot on center, and a 5-foot hedge all at install. We show the trees there at the minimum 10-foot height requirement, but per the LDC there is a 5.B.1 Packet Pg. 39 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 27 of 85 requirement for those trees at maturity to have a minimum of a 20-foot spread. So full canopy trees. Potentially oaks, mahoganies, trees like that. Within the Tuscany Cove property, you see the residences there at plus-or-minus 50 feet back, but there is a 25-foot-wide landscape buffer along the -- along their property line, and some full -- there's quite a few of the live oaks, there are some mahoganies, you know, and we average -- we estimated those at about plus-or-minus 40 feet -- 40 to 45-foot height existing. And there also appeared to be a 5- to 6-foot hedge along a good portion of this property, not the complete length, but along a good portion of that. So you see the line of sight there from a person standing on the rear patio, rear lanai of one of the residences, and you can see the line of sight going to the top of the building as well as what would be the estimated top floor or residential of the multifamily. So I'll switch to -- okay. So the video that I'll show now, we had the drone set back about the 100 feet where the building would be at a minimum, and then up at about 50-foot height, which would be about where that top floor of the building would be and flew this along the -- along the west half of the property there. There's some existing vegetation in the forefront, but then you see the darker green are the canopy trees within the Tuscany Cove property. COMMISSIONER FRYER: What direction are we looking? MR. SAMMONS: This is looking south. COMMISSIONER FRYER: South? MR. SAMMONS: Right. This is from within the Baumgarten property about 100 feet back from the property line. COMMISSIONER DEARBORN: And you're saying the height here is ballpark about 50 feet, the drone. MR. SAMMONS: About 50 feet, right, correct. COMMISSIONER FRY: So the rear line of trees is on the Tuscany Cove property, but all the trees in the foreground would be removed as part of this project. MR. SAMMONS: Correct, correct. And we would install our Type B buffer that's looking over at Collier Boulevard towards Publix area there. I'll show one more. This is a picture. Right above the property line looking towards the west you can see Collier Boulevard and Publix in the background, and then you see the fairly consistent mature canopy running down the Tuscany Cove property line there. COMMISSIONER FRY: Where is the property line in that picture? Is it between the dark trees on the left -- MR. SAMMONS: Between the dark and the light, correct. So that's -- okay. So this next video would be at 70 feet which would be at the -- you know, up above the top of where the buildings would be, the maximum height. And you see some of the tops of the rooflines, but the line of sight is very filtered even through their vegetation. There's, you know, a couple holes in there, but a fairly consistent canopy. And this is right up against Collier Boulevard. So that's mainly it. It's -- you know, and then you see from both angles there, it's, you know, fairly -- you know, that's a required buffer in there, so we would just be adding to that within our property. COMMISSIONER FRYER: May I ask you a question about, not the last moving picture you showed us, but the one before that. MR. SAMMONS: The still video? COMMISSIONER FRYER: It was looking west, and it was sort of angled, sort on the bias. Yeah, that's the one. You're familiar with that area. You've been there, you've seen it, understand the relative distances. MR. SAMMONS: Yes. COMMISSIONER FRYER: Would you put the cursor at a point that would proximate 100 feet. 5.B.1 Packet Pg. 40 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 28 of 85 You have to do it above because I assume, would you not -- that's 100 feet? MR. SAMMONS: One hundred feet back. COMMISSIONER FRYER: Yeah. I want to see where 100 feet is from -- you think it's about there? MR. SAMMONS: Or about here; sounds right. COMMISSIONER FRYER: Okay. So the red cursor is the property line, and the white cursor is 100 feet, approximately? Thank you. MR. SAMMONS: That would be an approximation there. COMMISSIONER FRYER: Thank you. CHAIRMAN STRAIN: Is there anything else? MR. SAMMONS: No. CHAIRMAN STRAIN: Okay. I think -- MR. YOVANOVICH: Mr. Trebilcock is next. CHAIRMAN STRAIN: Do you want to continue with your presentation then? MR. TREBILCOCK: Good morning. For the record, my name is Norman Trebilcock. I'm a certified planner and professional engineer, and I have about over 29 years of experience here in Collier County with engineering and planning. And our firm prepared the Traffic Impact Statement for the project. And so my purpose this morning is to walk through some of the highlights of the traffic study that we conducted for the project, really talk about overview -- you-all have the very detailed Traffic Impact Statement that we prepared, but I'll cover, you know, the standards we addressed, the two traffic scenarios that we looked at, our distribution and assignment of traffic, the levels of service impacts, the intersection operational analysis we performed, and then also looking at helping to prepare for the future, and the, really, conclusions from the study that would be helpful. So in the study in terms of what the nuts and bolts of it are is our trip distribution, the land-use codes we use, internal capture, pass-by rates. They're all coordinated with your staff as part of our methodology meeting that we do when we initiate the project, and that is an appendix in your study. The 2017 AUIR criteria standards are used for the planning conditions of the project given when the project was submitted. The ITE Trip Generation Manual latest edition is used. The 10th edition is used for the project. The 10th edition came online in 2018, and that will tend to -- the ITE manuals will tend to change every four to eight years, that type of thing, but we are using the latest data. We actually had updated the study as well to use the 2018 AUIR, Annual Update and Inventory Report, traffic data that is provided by Collier County for the analysis. Our growth is, per staff guidance, at 2 percent minimum, or the historical rate that is within the AUIR data, and then we also will use the trip bank data, whichever is greater of those growth, to look at what the future traffic volumes will be at the project buildout. The network is based on the conditions that were identified in the 2018 AUIR, and then in terms of any improvements, we'll look at the documents -- planning documents prepared by Collier County as well. We do look at the impacts to the links and also the intersections of the project as well that had come up, too, as a concern for the project. And we do look at the proposed traffic conditions in the future, and then we add our traffic on there to look at any issues that may exist or not exist for the project. The level of -- the significance levels per Collier County transportation guidelines are it's 2 percent level-of-service impact of any links that you directly impact or adjacent links to them and then 3 percent for all and others, and that's the basis of our link analysis as well. When we looked at our traffic analysis for this Planned Unit Development, we looked at two scenarios, and the concept behind that was to look at the different conditions that can be developed in a 5.B.1 Packet Pg. 41 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 29 of 85 project. The first scenario is really a condition where you have a higher square footage of commercial where you actually maximum out the commercial square footage but, in fact, that isn't your highest trip generator, because you'll have, in this case, like a mini warehouse, 90,000 square feet generates a lot less trips than other uses. So this establishes what we call, like, a square-footage cap for the project. And then the next scenario is the one that really is the intensity in terms of trips. It's 201,000 square feet of commercial, but these will tend to be more intensive uses. Now, as staff had pointed out in their report, there are even more intensive uses that could be performed, but the developer is cognizant of limiting the intensity of the overall development, and that's what's reflected in these scenarios. So it's meant to kind of understand the governors of development being the square footage, the uses you have, and even height we know can limit the uses, and then that trip cap that your staff applies is an important governor as well, and that's really what we have developed here. So Scenario 2 was the most intensive use from a trip standpoint with the uses we have where we have the residential component, the 400 units, a hotel, medical office, the shopping center, restaurants, a drive-thru, and even a convenience gas station as well, and that adds up to the 200,000 square feet that we have in terms of those uses. So when we performed the analysis, the trip generation, we generate that traffic. We also look at -- so at first it's what we call unadjusted, then we have internal capture between the uses, what we have -- and then we also have what we call pass-by trips. Those are people that are on the road network that may be on the way to work or from work may stop into the site, and that's what we call pass-by trips, and so those are excluded as well. And so we have a net external. In the case here, the p.m. peak hour is the peak-hour generation, so that becomes the trip cap, and that's what I have in bold down at the end there, the 1,159, and we do use the cap -- internal capture maximums that Collier County has established as well, using those guidelines. In working with staff, we look at a distribution of the traffic for the project and then translate that into the p.m. peak-hour trips, and then those get added to the background network data. And so then the links that we would look at or we have looked at are based on -- are provided in this table. And looking at the 2023 period of time and we add our trips onto that background traffic that we grew per staff guidance as well, and we look at whether or not the minimum levels of service are met. In either case, the background traffic doesn't exceed the minimum levels of service, and the project doesn't either, is the takeaway from that. There are percentages. There are significant, you know, levels of service in terms of our percentages from the traffic as well that are identified there, too. So when we look at the site access for the project, we're really proposing three accesses. So when you orient to the project, along Collier Boulevard, that's our north/south road; east/west is Immokalee Road. So we're proposing one full median opening at Collier Boulevard opposite Pebblebrooke Center. So it would line up, and the signal would be proposed there as well with appropriate turn lanes as such, too. Then on Immokalee Road we'd propose a right-in only at that location, and then the second location would have a directional median opening which would be a right-in, right-out, and then a left-in as well. So that's a directional opening. There would not be a left-out movement on Immokalee Road. And that is opposite the existing opening there at Goodland Bay Drive to the north of us. So those are the accesses, and then we also depict the potential interconnects as well that have been discussed with you, too. We prepared an intersection operational analysis, a part of your Traffic Impact Statement as well. And we did independent counts during the 2018 season, and we picked up raw turning-movement data to evaluate the intersections at Immokalee Road, Collier Boulevard, Pebblebrooke Center, Collier Boulevard, and Collier Boulevard and Tuscany Cove Drive, and then we applied also -- the growth data was applied, and project data was added to these intersections as well. And so the existing signalized intersection of Immokalee Road and Collier Boulevard, the level 5.B.1 Packet Pg. 42 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 30 of 85 of service wouldn't be changed by the project. It's at a, you know, heavy level of service now, but it would not be changed, and it would still be a satisfactory level of service there at that location. CHAIRMAN STRAIN: Just a clarification, you're saying that this project's going to have no impact on the level of service on that location? MR. TREBILCOCK: It won't change the level of service, no. No, it will not change the level of service in the analysis we performed. You're adding traffic to it, but it doesn't -- your level of service is a grading, so -- CHAIRMAN STRAIN: I know what it is. I just wanted to make sure I understood what you said. Thank you. MR. TREBILCOCK: Yes, sir. A proposed signal at Pebblebrooke and Collier Boulevard would, in fact, alleviate site congestion at Pebblebrooke but it also relieves the heavy turning movement that are current at the intersection of Tuscany Cove and Collier Boulevard where, based on our count that we did, there was 177 vehicles per hour that were trying to turn out of Pebblebrooke that would make the right-out and then do a quick U-turn, and that has a real impact on that intersection for that community by eliminating that. So the signal would remove those U-turn trips. COMMISSIONER CHRZANOWSKI: Norm? MR. TREBILCOCK: Yes. COMMISSIONER CHRZANOWSKI: For the benefit of the people in the audience that might not be familiar with what level of service is, could you explain to them why this doesn't change the level of service for that intersection? MR. TREBILCOCK: Yes. Okay. So level of service, you have an A through F rating that you'd have. And for an intersection it's based on your delay. And so within the delay per vehicle -- so a Level of Service D will have, basically, a range that's allowed for a Level of Service D. And so there is additional delay that's added by the project, but it doesn't change the actual level of service itself of the signalized intersection. And similar, adding traffic to a link; that we're adding traffic on a link, but we're not changing the level of service down to an unsatisfactory level of service. But there's obviously traffic being added, just as those that live here add traffic to the intersections. COMMISSIONER CHRZANOWSKI: You're just somewhere within that range. You may be a little farther toward the next level of service -- MR. TREBILCOCK: Correct, yes. COMMISSIONER CHRZANOWSKI: -- but you haven't crossed that threshold? MR. TREBILCOCK: Exactly. Turn lane improvements will be provided at all site accesses as well, and we would also coordinate the signal and coordinate the timings of the signals as well to make sure they function well together. The statement of preparing for the future, one of the key points was the grade-separated overpass, very similar to the one at Airport-Pulling Road and Golden Gate Parkway, and we're kind of showing an overlay aerial of this where Immokalee Road -- six-lane Immokalee Road just as Golden Gate Parkway does, will fly over Collier Boulevard and then at grade will allow all the other movements in the intersection to allow U-turns underneath, and the underneath would be a signalized portion. So Collier Boulevard would remain what we call at grade just as if you related it to the Airport Road, just as Airport Road is at Golden Gate Parkway. And so what our project is doing is -- as a separate item, is to allow for the stormwater management. It's really kind of the final piece to make this project feasible to provide the water management for a portion of the road on the east side and then also what we have highlighted in yellow is additional right-of-way that's necessary to make the roadway work well in terms of that design. So that -- again, and our analysis didn't include having this in place. Everything's at grade, but -- because knowing that this is really a future project but this -- you know, one of the key things that, 5.B.1 Packet Pg. 43 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 31 of 85 you know, we saw was needed as part of the project to accommodate. And so our master plans accommodate the footprint for all of this work as well. So, in conclusion, the surrounding links will be operating at a satisfactory level of service with or without the project. The project impacts to the roadway network are significant on parts of Immokalee Road, Collier Boulevard, Vanderbilt Beach Road, and Logan. None of them projected to exceed the level-of-service standards with or without the project at the 2023 buildout conditions, and the project does not change the level of service of the Immokalee or Collier Boulevard signalized intersection. The signal at Pebblebrooke and Collier Boulevard will relieve congestion on the site, on the Pebblebrooke site as well, and also improve operations for the Tuscany Cove community as well by eliminating that significant U-turn volume, and our mitigation of impact is really providing interconnections and also payment of significant impact fees for the project as well. And that concludes my presentation. CHAIRMAN STRAIN: Okay. Is there any more on your team that are going to present? Are we complete with your presentation? MR. YOVANOVICH: Mr. Strain and members of the Planning Commission, that's the presentation of our team. Any questions you may have, or if you want to wait until after the public, whatever you -- CHAIRMAN STRAIN: I have some, but I'm going to wait till my fellow commissioners get done. We're going to start with Karl, then go to Joe, and let's go from there. Karl. COMMISSIONER FRY: This question, Norm, this is actually for you before you sit down. Norm, there's -- as you can see, there's a roomful of people here. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRY: And I imagine -- I haven't heard them speak yet, but I imagine that a good number of them disagree with the fact that this development will not have an appreciable, tangible impact on traffic. So for the benefit of everyone out there and us as well, explain the current levels of service on the roads adjacent to the project and how that translates as letter grades, how they translate into what they're experiencing now and how this project will change that, if you can, to the best of your abilities just in terms of what they actually will experience. MR. TREBILCOCK: Sure. So this summary table, I think, helps explain some of that in terms of what the current capacity is of the various links such as Immokalee Road east of Collier Boulevard has a peak-hour volume of 3,300 vehicles per hour, and that's in the eastbound direction, or it would be any direction. COMMISSIONER FRY: That's a capacity, not actual measurement? MR. TREBILCOCK: Yes, capacity. Correct. And so our project is estimated to add eastbound 204 peak-hour trips to that link, and with our project, that volume would be 2,823 vehicles per hour. So we're under the capacity of that road segment. So the hand grenade math, we're, you know, in the neighborhood of 2,600 vehicles per hour right now. So we're adding 204 trips, and so that's a 6 percent impact. So we call it a significant impact. That's what it's identified as such, and that's why you look at things that you do as we have done. And so, similarly, they're all identified that way where we show that this middle column shows the amount of trips that we're adding to each one of those links and then what the levels of service are. So that's really the criteria that we are required to evaluate and provide, and this background data that we use is provided from the county. Fortunately, their planning -- Transportation Planning Department provides that information, and then we work with them to identify what the growth rates would be, what the added traffic will be in that five -- you know, the 2023 window at buildout. So I hope that helps. COMMISSIONER FRY: So if the capacity is 3,300, is that the point at which the road starts to fail above that? It reaches an F grade above 3,300? (Simultaneous speakers speaking.) 5.B.1 Packet Pg. 44 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 32 of 85 MR. TREBILCOCK: That would be a point of failure that's identified, not necessarily an F. Sometimes -- it's either, like, a D or an E that the county has established as the maximum that we would allow on the particular roadway but, yes, that would be the capacity point, yes. COMMISSIONER CHRZANOWSKI: What does capacity look like in the real worl d? What does failure look like in the real world? CHAIRMAN STRAIN: Stan, it's Joe's turn next. COMMISSIONER CHRZANOWSKI: Oh, I'm sorry. CHAIRMAN STRAIN: When Karl's done. COMMISSIONER SCHMITT: Go ahead and ask that question, because I'm going to ask a little bit something different. But, Stan, go ahead. COMMISSIONER CHRZANOWSKI: What does capacity look like in the real world, and what does failure look like in the real world? MR. TREBILCOCK: Okay. Well, capacity is at the -- you know, when you reach -- COMMISSIONER CHRZANOWSKI: Solid line of cars moving at speed limit? MR. TREBILCOCK: Right. You're going to have a high delay. I mean, what we look at when we analyze traffic is we're looking at the peak period. In the case here it would be the 4 to 6 p.m. peak period where you have most of the traffic out there on the network or on that particular link. And so there would be a fair amount of delay that you would experience in terms of the traffic moving through. And as a community we establish those standards, the link by link, each one of our roadway segments, and that's what we identify here, you know, what we'll allow in terms of the amount of traffic. COMMISSIONER CHRZANOWSKI: And what does failure look like? MR. TREBILCOCK: Well, failure is one car beyond that point of capacity. COMMISSIONER CHRZANOWSKI: What does it look like in the real world? More stops? MR. TREBILCOCK: Yeah, exactly, a lot delays -- (Simultaneous speakers speaking.) COMMISSIONER CHRZANOWSKI: Twenty miles an hour instead of 40? MR. TREBILCOCK: That's a good point. So your travel times would increase, the amount of delay, the amount of cycle times you may experience at a signal. Instead of one or two, you may go into three, three cycles, that kind of thing, you know, higher amounts of delay. In the case of an intersection, it's a specific time amount per vehicle. In the case of links in terms of a roadway segment, it's a volume of traffic. But it relates to what you said. COMMISSIONER CHRZANOWSKI: You still move through, but you just move a lot slower? MR. TREBILCOCK: Correct, exactly. COMMISSIONER CHRZANOWSKI: You still get home -- MR. TREBILCOCK: Exactly. COMMISSIONER CHRZANOWSKI: -- eventually. MR. TREBILCOCK: There's just a lot more delay. COMMISSIONER CHRZANOWSKI: Eventually. MR. TREBILCOCK: Yes, yes. CHAIRMAN STRAIN: Go ahead, Joe. COMMISSIONER SCHMITT: Norm, from a traffic standpoint, I'm going to focus on the interconnects with both Bent Creek and Tuscany. You're recommending for traffic flow that those interconnects exist and that you're recommending that they actually connect? MR. TREBILCOCK: Well, it's a county policy to do those interconnects. COMMISSIONER SCHMITT: Right. MR. TREBILCOCK: Yes, sir. Conservatively, in our analysis we don't necessarily include the benefits of those so, you know -- because if they don't ever happen, we don't really get the benefits of that internal capture between the uses. 5.B.1 Packet Pg. 45 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 33 of 85 So conservatively I don't include that in the analysis, but it, in fact, helps out a lot in terms of taking those cars -- you don't need to get on the network. You can go to the shopping center. That's the whole idea; that's why you-all have that policy to interconnect, yes. COMMISSIONER SCHMITT: The interconnect for Tuscany, I don't know if -- you may have this information. Maybe Rich or Wayne would. But any research as to why they did the stub-out in -- it was in anticipation of the interconnect? And with that interconnect, where is the petitioner now -- or, correction, where is Tuscany's position now with regards to that interconnect? Do they want it? Do they not want it? And if they do want it, are you going to provide gated access for only Tuscany to use that? I'm -- so just explain to me what the intent is. And if Tuscany doesn't want it, then you're just saying you're not going to do it? MR. YOVANOVICH: Well, two things. COMMISSIONER SCHMITT: Yes. I asked a lot of questions there, so maybe you can -- we'll walk through them. MR. YOVANOVICH: And I'll try to remember them all. COMMISSIONER SCHMITT: Okay. MR. YOVANOVICH: The historic of Tuscany Cove if you'll recall it was immediately adjacent to an activity center. So Tuscany Cove shows on its master plan an interconnection. COMMISSIONER SCHMITT: That was my thought as well when I looked at the -- MR. YOVANOVICH: They do. They show the interconnection. COMMISSIONER SCHMITT: -- the last petition, that it was, in fact, an intent to connect to an activity center. MR. YOVANOVICH: We have, obviously, shown the interconnection, and as I had mentioned, we'd had discussions with the community that they want the interconnection. I don't know what the community wants as I sit here today with regard to that interconnection. I don't know if they've changed their mind that they want an interconnection or not, but we are certainly making it available for them. And it would -- they have the ability to gate it, so it's not -- one of the concerns they had was would people from our project use their community to get onto Collier Boulevard. I wouldn't think anybody would really want to, but we've always said gate it for yourselves; fine. We want to give you an opportunity to get to that traffic signal so you don't have to try to fight with traffic at your entrance, and that's one of the benefits of the traffic signal and the interconnection. So we've made it available. We'll make it available. And we've had discussions with them about that, and we'll see what they say today. COMMISSIONER SCHMITT: Have you offered in any way -- MR. YOVANOVICH: Yeah, Bent Creek -- COMMISSIONER SCHMITT: -- to put the gate up and it's part of an agreement that you would gate it but it would only be used by the residents -- MR. YOVANOVICH: Yes. COMMISSIONER SCHMITT: -- of Tuscany? MR. YOVANOVICH: We had -- as I had mentioned, we had discussions with the representatives of Tuscany, and we've said we'll install it; you maintain it, but I don't have any agreement on that. But we've said that. Now, we've also heard from Bent Creek community -- and it's split -- but we've heard that they don't want an interconnection. So I can't make them interconnect. But those who want, we've obviously made accommodations or actually planned for that interconnection to occur. COMMISSIONER SCHMITT: But just to reiterate, Norm, you basically did not in any way in your analysis include the interconnect but, intuitively, you, as a planner -- I'm asking an opinion here, then. It would seem to be obvious benefit for both communities to have the interconnect and to leave as an option, but that would preclude them having to go onto the major road networks if they wanted to access any of the services in this activity center? MR. TREBILCOCK: Yes, sir; yes, sir. 5.B.1 Packet Pg. 46 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 34 of 85 COMMISSIONER SCHMITT: Okay. I have other questions on the -- but I'll reserve some of those. That has to do with the SIC codes, but I'm going to reserve those for later. COMMISSIONER CHRZANOWSKI: Can I do a followup to Joe? CHAIRMAN STRAIN: Yeah. COMMISSIONER CHRZANOWSKI: I live in Lakeside. Lakeside is shaped kind of like this, and we just got a rear access for emergencies because there was an instance where we had an accident at our entrance, and nobody could get out for, like, three hours, and we had one entrance. So, you know, you really -- it's nice to have a rear entrance and, like you say, I don't know why anybody would want to gate it from stopping you to go through, because you wouldn't go through. That would be -- well, anyway. MR. TREBILCOCK: There's security. But, again, it's intuitive, I would agree. And even from a personal experience, you know, Collier County schools has done a great job of -- my community has a pedestrian interconnect, and it's been quite a benefit to the community. So interconnects can come in different forms and fashion depending on the needs of a community and what they identify, so yes, sir. COMMISSIONER CHRZANOWSKI: Yeah. CHAIRMAN STRAIN: Karl. COMMISSIONER FRY: Norm, would another benefit to Tuscany Cove and Bent Creek if they went forward with an interconnect be that they then have also quicker access to the activity center, the commercial uses without having to get out onto the main road? MR. TREBILCOCK: That's what I really see is really the overwhelming benefit to, yeah, and I think that's always the intention why Collier County does have that requirement for interconnection to do exactly what you're saying; let's keep the vehicles off the arterials. COMMISSIONER FRY: In this case Tuscany Cove has an additional benefit in being able to access a signalized intersection to get onto the road rather than wait for a break in a stream of traffic to 951, correct? MR. TREBILCOCK: Correct. Well, they have a directional but, yes, exactly; yes, sir. COMMISSIONER FRY: Thank you. CHAIRMAN STRAIN: Anybody else have any questions of the applicant's team? Go ahead, Ned. COMMISSIONER FRYER: Okay. Well, I'll start with Norm since you're here. My main concern really is traffic on this one and, in particular, sections -- segment, rather 43.2, which is Immokalee from Logan to Collier. According to the AUIR, which it is my understanding, is addressed to levels of service and assesses levels of service and what is one should measure levels of service against, I believe, and also impact on level of service. It turns out that that segment has got capacity for only 188 more peak p.m. trips. And your -- this trip cap you've talked about would be about a third of the 1,159, 350-some-odd additional peak p.m. trips on that segment. MR. TREBILCOCK: No, that's not correct. COMMISSIONER FRYER: Well, what is correct then? MR. TREBILCOCK: Let me see. I'll show you that. I'm sorry. Let me get that for you. COMMISSIONER FRYER: Well, aren't you saying that the additional trips -- MR. TREBILCOCK: Here's that segment. I apologize. I can just cut to it for you in terms of -- so you can see that segment on our table. The one you're saying is 43.2? COMMISSIONER FRYER: Yep. MR. TREBILCOCK: So that would be the second one down, 43.2, it's 3,200, and we're showing eastbound 173, because you look at the peak direction of trips, and to your point it puts it right close to the capacity, and we do show that as a significance as well, and so, yes. COMMISSIONER FRYER: Well, you've got -- you're adding 1,159 peak p.m. trips going in all 5.B.1 Packet Pg. 47 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 35 of 85 different directions and coming from all different directions. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: And you say that 30 percent of those are going to travel that segment. It doesn't matter which direction they're going on. MR. TREBILCOCK: It does, because what the -- the whole peak capacity analysis that Collier County does is based on the peak direction. That's why you see, like, in parentheses -- and I probably didn't explain it as well as I should. That EB, that means it's the eastbound direction, because the true capacity of the road, if you add up both directions, it would be 6,400, you know, if it's a two-way, but that's not how we analyze. We really want to look at that peak direction, because there's always a disparity between directions, but -- COMMISSIONER FRYER: Hang on a minute. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: I'm looking at the AUIR, Attachment F. MR. TREBILCOCK: Yes, okay. COMMISSIONER FRYER: And under the segment, 43.2, and then you go over in the spreadsheet to Column 68, and it says, remaining capacity 188, and it doesn't specify eastbound, westbound, or anything else. It just says 188 is the remaining capacity. MR. TREBILCOCK: Yes. If so you look in that map, the number of columns over there's a thing that says peak DIR, D-I-R, that's the direction of the roadway, and that's -- it's peak direction of travel because, again, the capacity is based on peak direction, peak volume of traffic, because the other direction will typically be lesser, so you're trying to focus on the worst case, the worst peak volume. COMMISSIONER FRYER: Right. So you're saying you're telling me -- and you may be correct -- MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: -- that this Attachment F AUIR, the 188, even though it doesn't say it in that column of the AUIR, is to be considered peak direction? MR. TREBILCOCK: Yes, sir. That would be the volume that that can accept, yes, because it's all analyzed based on a peak direction, and transportation staff may be able to verify. COMMISSIONER FRYER: Okay. So there's 188 left. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: There's also a trip bank for people who've paid impact fees, right? MR. TREBILCOCK: The trip bank is included in that remaining capacity. COMMISSIONER FRYER: I understand, I understand. My question's going to be, you don't own any of those trips in the trip bank, do you? MR. TREBILCOCK: No, sir. COMMISSIONER FRYER: Okay. So it's 188 is the maximum in one direction, and you're going to be at 170 something? MR. TREBILCOCK: One seventy-three, yes, sir. COMMISSIONER FRYER: Okay. And, again, the AUIR also talks about 94.1 percent of capacity, and it is expected to become deficient in 2021, which is just less than two years from now. MR. TREBILCOCK: So the trip bank that is put into that number, if you look at the 2018 volume, the trip bank is -- I believe it's 900 -- over 900 trips in the bank, so there's -- COMMISSIONER FRYER: Seven forty-one for the -- MR. TREBILCOCK: There's a lot of trips to be added -- well, I'm sorry, including then -- I was putting us in the bank. I shouldn't have done that. So there's a lot of trips you're putting in the bank, and, you know -- so that's kind of a key thing to understand is will they come online or not, and I think there's some -- COMMISSIONER FRYER: But the 741 is not for your advantage. (Simultaneous speakers speaking.) 5.B.1 Packet Pg. 48 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 36 of 85 MR. TREBILCOCK: No, you're right. I'm sorry. I was including that volume in that. That's why -- I'm sorry. I picked that up. COMMISSIONER FRYER: All right. Then -- CHAIRMAN STRAIN: You guys -- Norm, slow down on your response, so you're not over talking. She's got to try to get this. And I'm usually the one guilty of that, but now it's you two guys. MR. TREBILCOCK: I'm usually not a fast talker, but okay. COMMISSIONER FRYER: There was reference to guidelines. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: And the dictionary definition of -- Webster's, not Black's Law or anything, but Webster's defines guidelines to mean advice, but it's never considered to be mandatory. Will you accept that definition? MR. YOVANOVICH: I probably -- I think it was -- did I say "guidelines"? COMMISSIONER FRYER: Norm did. MR. YOVANOVICH: Okay. I think what he meant to say was "standards." Those are the standards by which you measure each project. COMMISSIONER FRYER: All right. Then the -- let's see. Well, the scenarios that you've created -- MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: -- which, by the way, were numbered 1, 2, and 2 again, but I knew what you meant. MR. TREBILCOCK: Well, 2 is what we use for the analysis, yes. COMMISSIONER FRYER: Yeah. But you've got Scenario 1, then Scenario 2, and below that Scenario 2. MR. TREBILCOCK: Uh-huh. COMMISSIONER FRYER: The compilation or examples of uses that you used on the commercial side seem to include a lot of very low-intensity uses. For instance, the 90,000 square foot mini warehouse and self-storage, that's pretty darn low intensity. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: Is there any plan for such a use? MR. TREBILCOCK: Not specifically, no, but it allows -- the key in a Planned Unit Development is to try to have some flexibility depending on market conditions and things, so that was the only idea behind this is to illustrate that exact point, you know. COMMISSIONER FRYER: There are other uses that have -- that are, I think, more typical, maybe not in this county, but as typical, to be seen such as -- and then there are only -- in your requested permitted uses, which we'll talk about, but including, for instance, a 16-screen mini cinema, bank branches, social organization, drugstores, liquor stores, grocery stores, photocopying services, physical fitness facilities, religious organizations, and the many open-space uses you're also seeking. It just seems to me that focusing on a mini warehouse is a little bit unrealistic. MR. TREBILCOCK: Well, the shopping center really captures a lot, and in the traffic study I identify, like, a broader range of SIC codes that a shopping center would typically have, and oftentimes we'll use a shopping center as a catch-all for a lot of different uses. The key, though, with the warehouse, the instructive point there is really it's a large square footage but doesn't generate a lot of traffic. And so we see those, you know, the Goodlette Corners, you know, when you strip (sic) through there, you have a strip center, and then you have about -- I think it's a 70- or 80,000 square foot Lock Up Storage there. So what you're trying to do is have that ability to do something that isn't really impactive that can be a decent thing, but a lot of it's market conditions that drive it, too. MR. YOVANOVICH: If I can add one thing to that. When we do the TIS, we provide the -- we showed you the scenario that we believed to be the likely scenario, which is how we came up with our 5.B.1 Packet Pg. 49 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 37 of 85 1,159 peak-hour trip cap. Staff wants us to also analyze scenarios that gets me to the total max of everything I'm asking for in the PUD assuming that that's somehow going to happen, and that's what this analysis is is we can't get to 370,000 square feet by this one scenario. We didn't use the lower trip-generation scenario for our analysis of impact. We used the higher likely trip-cap scenario in the analysis. If I had my druthers, just as an attorney, not as a transportation planner, I would just show you the scenario that's likely. I could, theoretically, get to those other numbers, and then if I underestimated my trip cap, then I've punished myself in the long run. We don't want to over -- we used to overestimate by analyzing as if -- we would max out everything because you can't fit it, so we went to the trip-cap scenario. COMMISSIONER FRYER: No, I do understand that, and it makes sense. MR. YOVANOVICH: I just wanted to make sure, kind of, the public understood that. We do this pretty frequently; they don't necessarily. COMMISSIONER FRYER: I got it. My concern, though, remains focused on the 188 remaining trips against your 170 something and some change. So it's not going to be 2022 or, rather, 2021 when that road's deficient. It's going to be sooner than that. MR. TREBILCOCK: And that's an issue that we deal with in terms of the concurrency. So when you go on to the next stage, site development or plat, the county checks in on that concurrency as well. So it's -- you know, it's a zoning thing, and then also it's actual real time on what's happening because things, do -- you know, in the 2017, the things were looked at differently than now at 2018, so that's why they do that real-time capture of that. COMMISSIONER FRYER: I understand. So the flyover. MR. TREBILCOCK: Yes, sir. COMMISSIONER FRYER: Am I to understand that your client's going to be paying for all or part of the flyover? MR. YOVANOVICH: No, no, no, no, no, no, no. MR. TREBILCOCK: Even I could answer that. MR. YOVANOVICH: Well, I'm the one that said it, so I've got to defend myself. I said there are certain things we are giving for free to assist the county in building the flyover: Right-of-way, water management, extra easement for FP&L to relocate. But make no mistake, the county I'm assuming is going to use the impact -- some of our impact fees and other people's impact fees to build that actual flyover. But what we're doing is we're reducing their cost to build that flyover here. COMMISSIONER FRYER: Okay. Thank you. I just wanted to clarify that because it sounded a little different. MR. YOVANOVICH: I'm not that -- I would not be here right now if I'd actually said that, I'm pretty sure. COMMISSIONER FRYER: Well, I might have misheard it. So what is the time frame, if you know -- and we can always ask the county folks -- for completion of the flyover? MR. TREBILCOCK: I'd defer to staff. I think they'd have a better handle on that. Where is staff? Do you have a sense? COMMISSIONER FRYER: We can come back. We'll come back. CHAIRMAN STRAIN: We'll bother staff afterwards, because we've got quite a lengthy list for you today. So when you get done, we'll frustrate them. MR. TREBILCOCK: Okay. But it's a further-off item. Again, that's why I didn't rely on it at all. But I think they're planning ahead and doing a great job of that, so, yes. COMMISSIONER FRYER: Okay. Now, the -- I understand that there's been a change in consideration of or the definition of multifamily occupancy so as to include together both renters and 5.B.1 Packet Pg. 50 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 38 of 85 condo owners. Wouldn't it be fair, though, to assume that condo owners would have more automobiles than renter? Do you think that would be a fair assumption? MR. TREBILCOCK: I wouldn't necessarily opine that. It can depend on the condo owner, whether it's a retiree that's just coming down for the winter, that they may just have one vehicle for the two of them. It can vary, so I wouldn't tend to opine per se. I mean, ITE, you're right, the previous edition had apartments as a separate land use code, and then it did condos as a separate. What they've done now in the revision is they did -- they've combined them together, but they have different categories of the multifamily. It's a multifamily low rise, mid rise, and high rise. And so the low rise is one to two stories, and mid rise is 3 to 10, I think it is, and then high is 11 and above. And so what you see in the ITE numbers -- COMMISSIONER FRYER: May I respectfully interrupt you just in the interest of time? MR. TREBILCOCK: Yes, sir. Sorry, okay. COMMISSIONER FRYER: Interesting what you're telling me, but I've got lots more to ask. MR. TREBILCOCK: Yes, okay. Yes, sir. COMMISSIONER FRYER: The permitted uses, which we're going to talk about, expressly states that guests may use the amenity areas; however, you're assuming that it's members only. MR. TREBILCOCK: Well, guests of any facility will tend to be -- you know, I'd have people invited over, and they would be my guest, but you'd have a member there. You know, you don't just, hey, come on over when I'm not around. COMMISSIONER FRYER: Well, with respect to internal capture -- MR. TREBILCOCK: Well, it's incidental. Most recreational facilities that we do, that recreational facility really has a function of kind of holding people into the community and doesn't release them off to the street networks. So, yeah, I mean, where I live, we have that, and I'll have guests come over, but they're coming over and being captured at my community, so... COMMISSIONER FRYER: Will this be gated? MR. TREBILCOCK: Excuse me? COMMISSIONER FRYER: Will this be gated, the residential part of the PUD? MR. YOVANOVICH: It will not be gated. COMMISSIONER FRYER: Okay. So will there be a -- well, I won't pursue this, because I don't think the numbers are that significant. MR. YOVANOVICH: Is your question about can anybody just get into the amenities? COMMISSIONER FRYER: Yeah. MR. YOVANOVICH: I will tell you that the current plan for the amenities -- but we didn't analyze it this way, but the current plan for the amenities is actually the amenities will be within one of the buildings, so it won't be a stand-alone clubhouse. The amenity itself will be within -- actually, we'll have a pool, but the amenity itself will be within one of the buildings. So I don't think we're anticipating a lot of neighbors coming in using the amenities. COMMISSIONER FRYER: Okay. Let me see what else I have on traffic. I know I have something that I picked up from the NIM. Oh, I know what it was. Norm, at one point you referenced that you had done a traffic count in season. That's what was stated at the NIM. MR. TREBILCOCK: Yes, sir. That's the intersection analysis we did. We did that in 2018 in early February, late January, yes, sir. COMMISSIONER FRYER: Okay. So what you're saying is that you only did an actual count on the intersection? MR. TREBILCOCK: On the intersections, yes, because we rely on the county data for the analysis we do. That way it's always apples to apples. But for the intersection analysis, you really want to have that real turning movements that are occurring, and we did that in peak season, yes, sir. COMMISSIONER FRYER: Okay. It appears that I have completed my questions related to 5.B.1 Packet Pg. 51 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 39 of 85 traffic, but I've got lots of other things to ask other people. How do you want to do it, Chair? CHAIRMAN STRAIN: I'm not going to go until all of you finish, like I usually do. So when you're done, I'll go forward -- I'll ask mine, because I probably have more than you do. COMMISSIONER FRYER: Okay. COMMISSIONER FRY: I can ask one more traffic question while -- CHAIRMAN STRAIN: No, that's what I'm saying, before -- if you guys are holding off thinking it's only traffic we should be asking questions of, the applicant did a complete presentation, so all of the elements are on the table now. COMMISSIONER FRY: Another theme in our packet, of course, concerns that were expressed by neighboring communities, even the ones that are not adjacent, is that there are a lot of approved communities out east that are not fully built out adding traffic all the time. As Commissioner Fryer pointed out, that one segment of Immokalee is -- will be -- after yours will be 15 trips shy of capacity, which I would assume we can equate to failure -- MR. TREBILCOCK: Yes, sir. COMMISSIONER FRY: -- or very unpleasant reality. MR. TREBILCOCK: Yes. COMMISSIONER FRY: Tell, please, for everyone's benefit, how have the trips that are approved but not yet generated by those already approved communities factored into this equation? MR. TREBILCOCK: So that's a good point. The trip bank did include that significant volume. Some of those were the trip bank numbers, and your staff identifies two potential solutions as well. You know, the extension of Vanderbilt Road is really one key solution that they've identified that will potentially relieve things significantly, because it's a parallel facility. And if that goes out, as it -- and it's been passed, so it really is in the works to be done, would make all the difference in the world. COMMISSIONER FRY: So the trip bank, it includes all those trips that are anticipated but not yet built out? MR. TREBILCOCK: The ones that they've identified, yes. COMMISSIONER FRY: Thank you. CHAIRMAN STRAIN: Okay. Just a reminder to the Planning Commission or the public, we are going to stop at 12 o'clock for one hour, and before we go Joe, if you don't mind, I just want to ask a thought of the Planning Commission. I know there's a lot of members of the public here who have taken time away from their jobs and families and everything to be here, and possibly -- there's usually an advantage for the public to go last, because then you hear everything that's on the table, including the questions of each one of us. But I know not everybody has every day, and you might not find it exciting to sit here all day long. When we get back from lunch, I might want to suggest to my other Planning Commission members, if we agree, to hear the public first, and then we can wrap up, because my stuff's going to go on for a long period of time. I have -- Norm is going to have to get a chair to sit there for the questions I have. And we may not finish this today; that means the public's going to sit here today, and they may not be able to make it back for the next meeting if we don't hear them. Do you guys have any problem if we go to the -- COMMISSIONER DEARBORN: Second that. CHAIRMAN STRAIN: -- public when we get back from lunch? COMMISSIONER FRYER: I think we should accommodate the public. COMMISSIONER CHRZANOWSKI: When is this set? CHAIRMAN STRAIN: I think it's June. Okay. Joe, do you want to go forward? We'll break at noon. COMMISSIONER SCHMITT: The only question I had, since you brought up the public, is do we want to offer opportunity now before lunch if anybody's not going to -- 5.B.1 Packet Pg. 52 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 40 of 85 CHAIRMAN STRAIN: I doubt if we'll get much in in seven minutes. So let's just -- if you had a question, let's just get that on the table. We'll start clean with the public at 1 o'clock when we come back. COMMISSIONER SCHMITT: I'll ask my questions with regards -- you have 168 -- going back. Excuse me. Just moved it -- 168 uses in the SIC codes, I believe you showed. Have the neighboring communities pretty much reviewed this list, and do they have any issues with the uses? I have several I'm going to question. I just was wondering if there's been any pushback from the -- during the meetings with the community in regards to some of the uses. MR. ARNOLD: Wayne Arnold again. I don't recall any specific issues with regard on our list of proposed uses. COMMISSIONER SCHMITT: Okay. Number 82, hotel and motel. There's nothing planned now, but that is an identified use. MR. ARNOLD: That is correct. It is one of our proposed uses. COMMISSIONER SCHMITT: Which, at times, can be fairly significant. MR. ARNOLD: (Nods head.) COMMISSIONER SCHMITT: Lumber store. And this is the one I asked Rich about when we spoke on the phone. Lumber and other building materials. So that's a Lowe's or Home Depot or maybe a smaller community type of hardware store. But any plans right now for that? MR. ARNOLD: I don't believe there are any contractual obligations with one of those lumber -- COMMISSIONER SCHMITT: But it is a use that -- MR. ARNOLD: We believe it's a potential viable use for the property, yes. COMMISSIONER SCHMITT: Now, big box, membership warehouse club. So that could be, what, a Costco or a BJ's or some other type of membership type? MR. ARNOLD: Yes, that is correct. That's what that refers to. COMMISSIONER SCHMITT: Okay. Sporting good stores, bicycle shops, which could be large big box or small? MR. ARNOLD: Correct. COMMISSIONER SCHMITT: Okay. Just for clarity. And the only one was a tire retreading and repair shop but tire repair only. Would that be full service tire store or similar just a -- MR. ARNOLD: I think -- and I might defer to Ray, but I think we've been trying to clarify this for several years -- COMMISSIONER SCHMITT: 7534, for years. MR. ARNOLD: Yeah. I think there are several that take in the Tire Kingdoms or Firestone centers where they're selling you tires and they need to do installation, and they do other incidental service on vehicles. COMMISSIONER SCHMITT: My only concern on those ones that I just discussed, that they be located as far as possible from the neighboring areas. So, I mean, it would be in a -- certainly, it can be a rather noisy -- if there's a tire service or Tire King (sic) or one of the other tire service centers. But right now there's -- and I'll be interested to hear what the public has to say during their presentation in regards to the uses. So I just raise those as certainly going to be -- they could be significant in that activity center. MR. ARNOLD: In the PUD, Mr. Schmitt, we have a section called special conditions, and that's where we have things that you find typically. No adult-oriented sales one of those uses. Staff also requested that we add one that says service bays related to automobile service and repair shall be located so that they do not face any external residential district within 1,500 feet. COMMISSIONER SCHMITT: Yes, okay, good. Thank you. Mark, that's all I have. CHAIRMAN STRAIN: Okay. Does anybody have a quick question for four minutes before we leave? Karl. COMMISSIONER FRY: I do, for Wayne, if you don't mind staying up there. Wayne, I think it 5.B.1 Packet Pg. 53 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 41 of 85 kind of may be preview questions for the public speakers also in terms of density. You had an activity center that comprised the western part of this piece of land, and you reorganized it so that it took more of the top part closer to Immokalee, and you left a non-activity center part toward Tuscany Cove. What is the -- I know the activity centers allowed density is 16 dwelling units per acre. The density band around an activity center, I believe, was seven. MR. ARNOLD: Correct. COMMISSIONER FRY: Correct? It looked like your apartments or multifamily are t hree buildings on your ERP, which is not set in stone yet, but it's kind of a best guess at this point. Three buildings down there. Is that 400 units between those three buildings? MR. ARNOLD: Those three buildings represent probably about 50 percent of the maximum density that we're asking for. And I guess if I -- I will -- it wasn't your question, but I guess for the general public's benefit, yes, activity center, 36 acres allows us to obtain 16 dwelling units per acre, seven units per acre on areas outside the activity centers. This project, in total, qualities for over 700 units. We're seeking 400. We're seeking less than the number of units that could be built in the activity center itself. COMMISSIONER FRY: What is the density proposed for the area that's not within the activity center? You've got a lot of the residential; 50 percent of it you said is down there. So is that a couple hundred units on 15 acres or 20 acres? MR. ARNOLD: I think it's about 16 plus-or-minus acres or 19 acres. I'm trying to remember the math. (Simultaneous speakers speaking.) COMMISSIONER FRY: A couple hundred. So it's about 12 or 13 units per acre that's not formally within the activity center? MR. ARNOLD: I'm going to let our engineer do a quick calculation for you on that. I may have to give you that answer after the lunch break. COMMISSIONER FRY: I guess my only question is -- my main question really is, you've got the activity center, which is now toward the north, but you've got more than this allowed seven units in the area that isn't activity center down toward Tuscany Cove, and they're looking at possibly looking at some taller buildings. I'm just curious how you reconcile that when speaking with these people or getting ready to present. MR. ARNOLD: And I'll just tell you in round numbers off the top of my head, and I'll get you a more specific answer. But I think when you do the calculation of the area outside the activity center versus what's in the activity center, I think we come up with just under 180 units that are the non-activity center allowed using the seven-unit-per-acre calculation. So, you know, we're not seeking a great number above that. It's probably closer to a -- yeah. And I think, as Rich just mentioned to me, that's how we're allowed to calculate the density for the activity center and the density band for mixed-used projects. COMMISSIONER FRY: Is to spread it -- distribute it across both areas? MR. ARNOLD: Yes, correct. COMMISSIONER FRY: Okay. Well, I gave you a minute to spare. CHAIRMAN STRAIN: Okay, Karl, thank you. And with that, ladies and gentlemen, we'll return at 1:00, and at that time we'll start conversations with the public. (A luncheon recess was had.) CHAIRMAN STRAIN: Okay, everybody. Good afternoon, and welcome back from the lunch break. And as we had said before we left, we're going to start off with the public speakers just so you-all won't be sitting here until 4 and then going without speaking, so -- and in regards to that, based on the 5.B.1 Packet Pg. 54 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 42 of 85 quantity of questions we still may have and the length of time public speakers, we may go past today before we can even put this together for a vote. And if we do, before any of you leave, I want to make sure you know the tentative date that we're looking at if we don't finish by 4 o'clock. And I'm suggesting to this panel, based on what I've seen right now, let's just count on finishing at 4 o'clock today, and then we'll move to the May 2nd meeting that we don't have anything scheduled for. If we have to continue, assuming we do, does anybody have any problem with that? COMMISSIONER FRYER: Just a question for Ray. Do we have anything on for the 16th yet? I'd have to check. I believe we do. CHAIRMAN STRAIN: Okay. Joe? COMMISSIONER SCHMITT: I will not be here for the 2nd. CHAIRMAN STRAIN: Well, when we get into the -- we get into making a motion, I'll ask for the applicant's input and the rest of the Board, and we'll either establish it the 2nd or the 16th based on how many people we can have attend. I won't know until later today. If you guys stay around, you see it before you go. At least if you leave after your discussion or -- after your discussion with us, you'll know to keep watching or look forward to another date. If we can finish it today, we will, but I honestly don't think -- how many speakers do we have, Ray, anyway? MR. BELLOWS: Twenty-one registered. CHAIRMAN STRAIN: Let's see. Twenty-one times five, yes, we're probably not -- and then we've got questions, so -- and some of you may take more than five, so -- and we're here to hear all of you. We're not trying to rush anybody. We just want to make sure everybody's aware of what the schedule's going to be. So with that, as each of you are called -- MR. YOVANOVICH: Mr. Strain, I messed up. CHAIRMAN STRAIN: About what? MR. YOVANOVICH: My consultant can't be here May 2nd, so... CHAIRMAN STRAIN: Which consultant? MR. YOVANOVICH: Wayne. CHAIRMAN STRAIN: He's not important. MR. YOVANOVICH: Sorry, Wayne. That's my fault. That's my bad. That's my bad. CHAIRMAN STRAIN: Okay. So more than likely, then, you'd want to continue to the 16th? MR. YOVANOVICH: Yes, sir. CHAIRMAN STRAIN: Okay. MR. YOVANOVICH: I messed up. CHAIRMAN STRAIN: Ladies and gentlemen, if we continue today, it will be to the 16th, and that will also make it available because every member of this panel is going to be here on the 16th, so... We won't know, though, until we get closer to 4. With that, as your name is called, if you could come up to one of the speakers. If your last name has got a twist to it as far as spelling goes, please spell your last name so we get it accurate. And with that -- and as we've said before, we'd like you to stay at about five minutes. If you're representing a group, obviously, and you have more to say, we'll certainly be glad to listen to you. We are here to hear what you've got to say, after all. So with that, Ray. MR. BELLOWS: The first speaker is Robert Pritt, followed by Greg Stuart. MR. PRITT: Good afternoon, Mr. Chair, members of the Planning Commissioner. My name's Robert Pritt. I'm with the law firm of Roetzel & Andress. I've been retained as the legal counsel for Tuscany Cove Property Owners Association with regard to this land-use matter. I have met with -- started with Maureen Hibbard, who's the property manager. Just raise your hand there, Maureen. I don't know if she's going to testify or not. But the board vice president, Gary Boutin, is here in the front row, and the regard to treasurer, Jane Taglietta, is also here. Our planning consultant is Greg Stuart, as indicated, and he will also make a presentation today. 5.B.1 Packet Pg. 55 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 43 of 85 The position of the Tuscany Cove homeowners association -- property owners association board is that the proposed residential use as depicted in the revised master plan, which is a bubble plan only, submitted on March -- revised on March 11, 2019, that would allow multifamily structures up to 65 feet in height to be next to preexisting single-family one-story houses -- and our belief is that this is, indeed, incompatible with the Comprehensive Plan, your GMP, and also inconsistent with sensible planning and zoning principles. Additionally, the proposed density and development intensity may be too great for the site given the above constraints on the Tuscany Cove side of the property. It may not be a problem if the buildings were moved further away or if some -- a proper accommodation were made for Tuscany Cove and its property boundaries. But first and foremost, the PUD master plan places residential multifamily units next to a substantial number of properties in Tuscany Cove. The proposed structures, as I said, could be as high as 65 feet overall, and that would allow five stories. Tuscany Cove's preexisting development plan with virtually all the homes already built -- it may be all of them. I'm not sure -- and occupied is single-family one-story. When the residents attended the neighborhood informational meetings, they were shown plans, and some of them may testify today, but it was their understanding that the plans depicted lake buffers along the boundary line between Tuscany Cove and this property to be developed. Even the master paving and drainage plan that was submitted -- it should be in your file. It was submitted dated February 2019, C1-11 shows lakes on the borders. Although, they are not consistent with what were shown to the neighbors at the NIMs, if anything was shown. But worse yet, the revised master plan dated March 11, 2019, depicts residential all along the property line and lakes to the north of the structures. Could I use the visualizer? This is a document that's in your file and I think was on -- thank you. And was in the PowerPoint. I don't think there's any question about that. But this is what called everybody to arms. You see the R's on the bottom, that's residential, and the lakes are put in between the residential properties and the MU area. That is what is before you, technically, today. No matter what anybody else says, that's what -- that's the bubble plan that's before you today. So it shows the residential along the property line and lakes to the north of the structures with only a 15-foot-wide Type B landscape buffer between the homes in Tuscany Cove and the residential structures, which we know will be multifamily, on the subject property. To that extent, the development as now proposed is incompatible with the existing Tuscany Cove neighborhood and is not complementary to Tuscany Cove. Your county's GMP policy, FLUE policy requires new developments to be both compatible with and complementary to the surrounding land uses. Now, PUDs are useful planning tools. You use them all the time; however, when they are used to maximize -- only to maximize the use of the subject development at the expense of preexisting neighborhoods immediately next to their district, to their zoning district, they frustrate their own purposes and become a near nuisance to the other neighborhoods. Your GMP recognizes that and hence the policy that I referred to. The very essence of zoning, and the only reason that it's a lawful exercise of the local government's police power is to provide compatibility of uses and structures in between various zoning districts. It's just common sense -- and that common sense has been expressed in the U.S. Supreme Court law, at least since 1926, and is in Planning 101 -- it's the first thing Planning Law 101, the first thing you learn is the whole purpose for zoning, and that is, you do not put incompatible use or incompatible structures next to each other. This is really basic. Compatibility is also a defined term in state law. I think Mr. Stuart is going to talk more about that, and I think that Mr. Yovanovich talked about it also, but it's a defined term. And I believe Mr. Fryer had asked a question about that or made a comment about that. 5.B.1 Packet Pg. 56 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 44 of 85 So, anyhow, procedurally, as a matter of due process, we feel that a post NIM substantial change of this nature should have triggered another NIM, another neighborhood information meeting. And the PowerPoint that we saw today we're seeing for the first time, and I'd like to put the other one up, if I may. I believe that this is a blowup of the paving and the master plan study that is in your file. Half of it was on the PowerPoint this morning, only the bottom half, showing the lakes. Anyway, we got this from Wayne Arnold after we had a meeting with Rich and Wayne and their team, and what we got is -- we think is not consistent with what we were discussing when we were trying to discuss working things out. And, specifically, the most specific thing that I'd like to point out on this is that the buildings here -- and if I point to them -- I have to point to them here, I guess. Am I on? I think so. We like the idea -- and I'm talking about the Board. We tentatively like the idea of having the lakes along here as a buffer. That's good. However, you'll see that two of these buildings, and one building in two parts, actually goes down into the buffer in between the lakes. This is not scaled, I do not think, and I don't think we have and I don't think you have a scaled drawing of this, but supposedly this is what is being submitted to South Florida Water Management District. They can clarify that if they want. But what our problem is, the main problem that brought us here today -- there are other issues, but the main issue is that these buildings are now creeping down towards the single-family dwellings, and we thought that we had an understanding that that would not happen and, obviously, the developer has a different opinion on that. We think that that is way too close to the property boundaries of Tuscany Cove. Just for the heck of it this morning I paced the building here, the hallway here, and I came out with about somewhere around 65 to 70 feet, you know, in the hallway. We're not talking about a whole lot more than the length of this hallway if we're talking about buildings that are even 100 feet out. And so we think that that is unreasonable under the circumstances and is not compatible with or complementary to the neighborhood. It was interesting to see the sight -- line-of-sight PowerPoint today. I noticed that it was all done from the top. I guess it was done from a drone, but it was done from a top looking down, which is all well and good. But I like mountains better than valleys because on a mountain I can see down, but if I'm in a valley and I have to see up, it's not nearly as good, and I did not see anything here today that showed what it is likely that my clients are going to be looking at if this is approved as it stands today. Now, we think that the Board of County Commissioners gets it because -- and I know this is not the Allura hearing, although I thought the last one might have been. But at the Allura hearing the Board of County Commissioners in the Growth Management Plan under very similar circumstance as this required that the buildings be no more than three stories. This is after a 4-2 decision by this board to approve it. So we're pretty sure that the Board of County Commissioners understands the concept of all of a sudden having to live in the shadows of a large multifamily building when you are in a single -- a single-family, one-floor structure. I don't know that the -- well, it's obvious that the developers haven't heard yet -- I'm not sure about the staff, but I would submit to you that this is something that is going to have to be dealt with at all levels. It's nice to have people down here and giving their input, but they wouldn't be down here giving their input and being upset and angry if things like this didn't happen, and it's time for it to stop. This is not like an infill development in a downtown area. Here there's plenty of space for a good and profitable development. The only plausible reason that there's a reluctance to move the structures away from the Tuscany Cove boundary is the desire to maximize every inch of space on the property. It gives no consideration to the neighbors. And, yes, Rich, you did use the word "guidelines" several times this morning, and I think that's correct. When you read your code -- your codes, it is always in terms of a maximum height, a maximum density, a maximum development intensity, minimum setbacks, et cetera. You do not have to grant the 5.B.1 Packet Pg. 57 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 45 of 85 maximum, and they are not entitled to the maximum every single time they meet a standard or a guideline or a criteria. Remember, this is a PUD. A PUD is something where they get to write their own ticket within reason, but some things are given in exchange for what is being obtained. So you are under no compulsion, no legal compulsion whatsoever to grant all of the maximums that are being requested. As to interconnects, there's a policy, 7.3, under the FLUE, and Transportation Policy 9.3, they do encourage developments to connect the interconnection points with adjoining neighborhoods. The proposed master plan C1 shows a potential interconnect with Tuscany Cove but only is a stub-in. Tuscany Cove -- and Mr. Yovanovich, I think, did indicate or somebody indicated, that there had been discussions about that. And that's true, Tuscany Cove had understood from disclosures a year or so ago that the developer would construct or reimburse Tuscany Cove for the cost of the gate or the access; however, developer's plan does not show an inclination to do so. And something was stated to you that they were willing to do it, but what was not stated to you is that they were willing to put the gate in providing we agreed to everything else, and we just cannot agree to the setbacks as they are proposed to you. For one thing, we don't have the ability, the easy financial ability to put those in on our own, and we had hoped that the developer would do that. But, anyhow, in summary, the county is not required to provide the maximum height and square footage requested in a PUD. We request that the developer be required to re-establish the lakes along the boundary of Tuscany Cove and to keep the structures no closer than even with the setbacks from the lakes. And I'm not sure what the setbacks are. They're not really spelled out in the application, but we certainly ask that that occur. We ask that the county reduce the number of stories to three and reduce the maximum building height accordingly. Now, it may not be that all of those are required, that the reduction of the building height is required if things are moved back far enough and there's a decent enough buffer that's put in but, if not, then we would ask that that happen. And, again, another perfectly lawful action that is seldom taken is to make a recommendation of rejection to the Board of County Commissioners of this application. There's no automatic right to any particular PUD criteria. I was reading the newspaper this morning about a city close by next to you, the City of Naples, and I have some familiarity with that. But I thought it was kind of interesting -- if the newspaper article is right. I don't know if it is. But it had indicated that a 200-foot buffer to provide a buffer between that subject property and buildings on it, which could only be 30 feet high, there was still a 200-foot buffer, and the buffering was from condominiums of some height, I believe. I'm not sure. Mr. Yovanovich was on that case and -- but I'm just telling you what I read in the paper today. So it's -- while I realize -- COMMISSIONER FRYER: It did not involve condos. MR. PRITT: I'm sorry? COMMISSIONER FRYER: It did not involve condos. MR. PRITT: Okay. Did not, okay. There was a homeowners association there. COMMISSIONER FRYER: Single-family dwellings. MR. PRITT: Okay, thank you. So you have the authority to make reasonable requirements as to the setback as to the buffers in a PUD. And my last comment is that some of these things we saw for the first time today, I'm not sure that they're in the application and, from a due process point of view, they're -- in my opinion, there should be either another neighborhood informational meeting or further -- perhaps even a continuance to a point where we, you know, can actually have a reasonable discussion. I'll be glad to try to answer any questions. CHAIRMAN STRAIN: Okay. Mr. Schmitt's got a question. 5.B.1 Packet Pg. 58 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 46 of 85 COMMISSIONER SCHMITT: Yeah. Bob, I have several questions. You stated for the record that you find that multifamily units are incompatible with single-family units, and it's being -- that it's incompatible with the Comp Plan, yet throughout Collier County there's several communities where there are multifamily units adjacent to single-family. So would that be deemed incompatible as well? MR. PRITT: It depends on the height. It depends on the intensity of the units. Could be. And I think -- COMMISSIONER SCHMITT: But it was your general statement for this, because of what you've seen, that the multifamily units as shown are incompatible with the Tuscany Cove community? MR. PRITT: Yes, 65-foot high, potentially five-story buildings on a property line -- and I'll put it up here -- right next to Tuscany Cove in my opinion is incompatible. And I think that the Board agreed with us at least to some extent in the recent Allura matter. COMMISSIONER SCHMITT: You had met with -- and you stated I believe you have met with the developer -- MR. PRITT: Yes. COMMISSIONER SCHMITT: -- on previous occasions. MR. PRITT: On one occasion, and we've had -- I've had discussions with Mr. Yovanovich. COMMISSIONER SCHMITT: What accommodations have been made? And I thought they mentioned something about complying with 100-foot setback requirement. Are you saying that is not now the case? MR. PRITT: We don't know that 100 feet is appropriate. COMMISSIONER SCHMITT: Well, what would be appropriate? What are you asking for? MR. PRITT: Well, what I'm asking for is that it be clear that they move them here. Again, it's hard -- CHAIRMAN STRAIN: For some reason that doesn't work all the time, so -- MR. PRITT: Again, it's hard to scale this, but this is what we got, and these buildings here, right here, portions of building here, portions of building here, the portion of building here are tucked in. We were told by Wayne, and Wayne can tell you what he really means, but that the lakes had to be at least 100 feet wide by South Florida Water Management District requirements. So -- and I think they have to be at least 10 feet off of the property line. And I'm not sure if they have to be back further, but we'd like to get those buildings back behind those lakes and make sure that those lakes are least 100 feet. (Simultaneous speakers speaking.) COMMISSIONER SCHMITT: And if I recall from Mr. Arnold, he mentioned that this plan was a plan that was submitted as a preliminary plan to the Water Management District for their environmental resource permit. MR. PRITT: Yes. COMMISSIONER SCHMITT: I'll classify it as a preliminary plan. It's not the plan that they're actually going to build. Is that, in fact, true, or you believe this is the plan that they're going to build? MR. PRITT: Well, I don't know -- COMMISSIONER SCHMITT: Because, again, I want to get clarity for the record this 100-foot setback. I thought I heard Mr. Yovanovich state that they will meet the request for 100-foot setback, and you're now saying that, no, that's not the case, so where are we? MR. PRITT: He may have said that today, but let me show you what plan you have in front of you. COMMISSIONER SCHMITT: Correct. That's the bubble plan, and that's the plan that shows residential. MR. PRITT: And it has lakes, and they're not where the lakes are shown on the preliminary plan, so they do not intend to build according to their master concept plan that they've submitted to you. And we think that they should tell you and us where that's going to be, because that could cause a lot less fuss 5.B.1 Packet Pg. 59 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 47 of 85 if we knew that those buildings were back tucked behind those lakes. COMMISSIONER SCHMITT: So with what you're saying is, you believe this is a misrepresentation of what they intend to build? MR. PRITT: What is up here is not the correct representation of where they're going to put the lakes. See the R's on the bottom there? That's where they're going to put the buildings. COMMISSIONER SCHMITT: Yeah. I'm just asking the question. MR. PRITT: Yes. COMMISSIONER SCHMITT: So you believe that -- it's your position, then, that this should not be accepted and that they should come back to this commission with an appropriate bubble plan that represents what they intend to build. MR. PRITT: Yes. COMMISSIONER SCHMITT: Okay. I got that. Now we're straight. MR. PRITT: Except for the word "bubble." That's part of the problem. It's too much of a bubble, and that's what's causing us a problem. COMMISSIONER SCHMITT: But let's -- well -- CHAIRMAN STRAIN: Anything else, Joe? COMMISSIONER SCHMITT: Yeah, I do. I mean, because I -- because Mr. Pritt made some statements, and I just really -- CHAIRMAN STRAIN: Well, they're saying that they could -- they would be better off if the lakes were to the south of the property. COMMISSIONER SCHMITT: I got that. I hear that. CHAIRMAN STRAIN: And I understand what they said. And I think Wayne even said in one of his that they're going to do that. COMMISSIONER SCHMITT: That's what I thought as well. So where's the disconnect? MR. PRITT: The disconnect is that they're showing the -- they're showing -- for this third time they're showing buildings too close. (Simultaneous speakers speaking.) CHAIRMAN STRAIN: The plan in our packet wasn't consistent with what they're now saying today because they've reached a different agreement. I think we just ought to take that and go with it, and we can stipulate for that and be done with it. COMMISSIONER SCHMITT: Yeah, that's what I thought. That's what I'm trying to get at. I thought there was an agreement of 100-foot setback and that there would be lakes, and the residential would be north of the lakes. MR. PRITT: It was represented to you by Mr. Yovanovich, perhaps, that there was an agreement, but there was not an agreement -- I have to take anything to my board, and we didn't even have time to do that. CHAIRMAN STRAIN: Would you, please -- Rich, would you take seat. I know you want to say something. MR. YOVANOVICH: I was just answering a question. CHAIRMAN STRAIN: You'll get your chance when everybody else finishes. We've got a right, too. COMMISSIONER SCHMITT: I'm moving on with this that for right now this does not accurately represent the plan. The plan that I had heard, the petitioner -- would be that it would be lakes and then residential north of the lakes and that they would meet 100-foot setback. That was what I thought they said. If that's incorrect, I'll wait for Mr. Yovanovich to clarify. CHAIRMAN STRAIN: Well, you can wait for rebuttal, and he can clarify then. And what we'll do is if we feel that's a clarification, it can be stipulated. So let's just handle it that way and go on with -- ask the rest of your questions. COMMISSIONER SCHMITT: The other question is, your statements -- because Tuscany 5.B.1 Packet Pg. 60 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 48 of 85 Reserve was built first -- or Tuscany Cove, thank you. We have too many Tuscanys. Because Tuscany Cove was built first, therefore, the activity center -- and I believe the activity center has been identified as activity center for probably well over 25 years on the Comp Plan -- that the activity center now is forced to comply with your position from a zoning perspective versus the fact that Tuscany Cove was built with the understanding that there would always be an activity center. That's the reason I asked the question about the stub-out, because at one time it was my belief that Tuscany Cove had fully intended to connect to the activity center and that it always was identified as an activity center, which meant it was going to be a mixed-use of commercial and other rather intense uses. Are you saying now that that is, in fact -- should not be done, and they have no right to build anything in this area because Tuscany Cove was built first? MR. PRITT: Well, in the first place, not all of it is in the activity center. In the second place, even if so, the development pattern has been for single-family on Tuscany Cove. COMMISSIONER SCHMITT: Yes. MR. PRITT: And that doesn't mean that the activity center cannot be built upon, but it must be built in such a way as not to put large-scale, tall buildings right next to single-family homes. COMMISSIONER SCHMITT: So large-scale, tall buildings to you are four story, rather than three story. MR. PRITT: Well, you even heard somebody -- one of the experts said the difference is two stories, and then I think medium height is three through 10. So, yeah, these are fairly -- these are fairly substantial. And if you can visualize just for a second, if you're sitting out in your lanai and you're looking across to Tuscany -- or to the activity center and you see a building close by, it totally blocks your view, and that is -- COMMISSIONER SCHMITT: I understand that, but the zoning, though it was ag, was always identified in the Future Land Use Map as going to be -- eventually be an activity center of some sort, which meant some kind of commercial development; is that correct? MR. PRITT: That's correct, but it didn't mean that they were going to put residential uses right up against the Tuscany Cove side of the project. COMMISSIONER SCHMITT: Okay. Maybe I'm mistaken, but I would think that residential next to residential would be far more favorable than commercial next to the residential, but -- MR. PRITT: Now you're talking about uses. But incompatibility is not just uses to uses. It's also structures to structures. CHAIRMAN STRAIN: But the issue here is not residential to residential. It's the height of the new residential versus the height of the old. I think that's what the whole point is. COMMISSIONER SCHMITT: And I understand that, and we can address that in our stipulations. My last question is, is from a standpoint -- you're representing the homeowners. What demands -- what list of demands do you have? I mean, you went over the demands, as I heard, is 100-foot setback, or you want it more than 100-foot setback and you don't want anything more than three stories; is that concise? MR. PRITT: Those are part of the demands. I hate to use the word "demands," but what we think would be fair. And on the interconnect -- and we're not really against an interconnect, so we -- but we don't know what-all it going to be involved in that interconnect. One of you asked a very good question. I think it was one of you. It might have been you. COMMISSIONER SCHMITT: Yeah, I did. MR. PRITT: Does this mean that others can go in and use Tuscany Cove? Well, we don't know what's involved, but we hope not, because we'd like to have Tuscany Cove be able to get to the activity center, which I think everybody would like, but we are a little worried about having -- for security. I 5.B.1 Packet Pg. 61 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 49 of 85 think you said it. For security, we're worried about having the entire world be able to use that same gate and get into Tuscany Cove. That's all. So that's not -- you know, it's not really a big deal, and we're willing to work on that, but we'd kind of like to have the idea that they would put that gate up for us as they once told our board that they would do. Again, I'm not sure they agree they told our board they were going to do that, but that's what our board was given to believe. COMMISSIONER SCHMITT: Well, again, I'll leave that for the rebuttal, because I thought that I heard the petitioner state that they would put that access in, and I believe -- I thought they said something about they would build it -- it would be gated. MR. PRITT: If we would come in and tell you that we're okay on the setback. COMMISSIONER SCHMITT: Okay. MR. PRITT: And that didn't happen. COMMISSIONER SCHMITT: Okay. No other questions. CHAIRMAN STRAIN: Anybody else got any questions? COMMISSIONER SCHMITT: I may have more later, but... COMMISSIONER FRY: Is there -- CHAIRMAN STRAIN: Before we go -- anybody else have any questions of Bob? I don't care how many later. Go ahead. COMMISSIONER FRY: Is there a minimum setback you have in mind? MR. PRITT: No. I think that's up to the planners. I don't know enough about your -- the details of your buffers. There are a lot of ways of buffering, and that's why I had suggested that maybe we continue this and continue talking, give us enough time. Remember, this staff report came out April 3rd, I think it was, and that's not much time to hire an attorney and a planner and all of that. It could be that some talks would be fruitful, but I was told that, no, that they're not going to budge on that so there's no sense for any more talks. But if there were, then we'd be happy to -- if there's a continuance, to try real hard to work it out with them. COMMISSIONER FRY: One of their -- in the conceptual plan, they had the narrower part of the building extended south, the narrower part of the building rather than the wider part of the building. I just wondered if that's another -- if the shape of those buildings is another point of contention for you. MR. PRITT: Well, you're still looking -- there are a number of homes that would still be looking at a wall. If that could be avoided, that's what we're looking for. If you're looking at a wall, make sure it's far enough way and buffered enough so it's not an incompatibility. COMMISSIONER FRY: Thank you. CHAIRMAN STRAIN: Stan. COMMISSIONER CHRZANOWSKI: Could you go back to that conceptual plan, the one that shows what Karl was talking about? As I look at that part of the building that sticks out in between the lakes, there seems to be a sidewalk between that and the rest of the building. What is that little thing with the X in it? Is that a building? COMMISSIONER SCHMITT: I looked at it as the part they want to chop off. I don't know what that is, but that's a good question. MR. PRITT: Yes, I think one of our people -- I got this from one of our board members, I think. I think that's what they were concerned about, those two X's down there on the bottom, that those are the areas where the buildings are too close. COMMISSIONER SCHMITT: But we could solve that as part of our stipulation on setbacks. CHAIRMAN STRAIN: Joe, let Stan finish. COMMISSIONER CHRZANOWSKI: That's okay. Who drew this? Did you guys draw this? MR. PRITT: I believe it came from Dan of Peninsula. Is that right, Dan? COMMISSIONER CHRZANOWSKI: What is that, Dan? Or, Rich. MR. YOVANOVICH: I don't know if we're allowed to. CHAIRMAN STRAIN: Honestly, this is getting way off track, but we'll try to resolve it. I'm 5.B.1 Packet Pg. 62 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 50 of 85 used to that with Stan. So go ahead, Dan. COMMISSIONER CHRZANOWSKI: Because that's -- I've been gauging off the parking lots to see where 100 feet is, roughly, for scale. CHAIRMAN STRAIN: We're going to have hours of discussing with the applicant when this is done. COMMISSIONER CHRZANOWSKI: Oh, yeah. I'm in no rush. CHAIRMAN STRAIN: You missed my point. COMMISSIONER CHRZANOWSKI: These guys don't mind. That scales to be 100 feet from the property line, but the rest of it would be, like, 160, 170 feet away. What is that thing with the X on it? Is that a part of the building? MR. WATERS: Yeah, that's correct. Yeah, I think that's part of the building. And for the record, Dan Waters with Peninsula Engineering. As Mr. Pritt indicated, that's part of the building that I think they've drawn an X through that they would like to see go away. In terms of what you're seeing there, that's our ERP plan that has been submitted, Stan. COMMISSIONER CHRZANOWSKI: Oh, okay. So that sidewalk is going to go there if that part of the building goes away? MR. WATERS: No. I don't think that's a sidewalk, Mr. Chrzanowski. I think that's just a dark line where somebody said this is where we want the wall to be, would be my guess. This is the first time I've seen that, though. COMMISSIONER CHRZANOWSKI: Okay. It's just confusing. That's all. CHAIRMAN STRAIN: Joe. COMMISSIONER SCHMITT: I'm with Stan on this one. I know what -- I believe it represents the portion of the building they want to remove. CHAIRMAN STRAIN: Anybody else have any questions of Mr. Pritt? I have one. Could you show me the master plan that was used for the most recent NIM. Can you show me the master plan that was used for the most recent NIM, that neighborhood information meeting that you have alluded to. MR. PRITT: I can't. I don't know. CHAIRMAN STRAIN: Nancy, can you show it to us from your packet? (No response.) CHAIRMAN STRAIN: Do you mind -- see the date on the bottom, would you mind zooming that in? Yeah, the date down at the bottom. See the date, 4/4/2019. The NIM's records show they were held on 10/16/2018. That's the document that was in our packet that reflects what was provided at the NIM. It couldn't have been. So do you have one that was provided at the NIM? Well, I've got several that were provided in addition to that one in our packet, none of which correspondence to anything that I can figure out how we got there. And I'm curious, because whatever the public saw at the NIM we should be seeing in regards to what their expectations were at the NIM. See, we don't know what they showed at the NIM. MS. GUNDLACH: Oh, I thought you just said it was in your packet. CHAIRMAN STRAIN: No. I've got others, but they don't match up. Nothing matches up to the packet that we received. COMMISSIONER DEARBORN: For clarification, the one from October at the NIM is what we're looking for. We don't have that. MS. GUNDLACH: I have whatever was scanned and provided to you. If it's not in those documents, then I don't have it with me. CHAIRMAN STRAIN: I'll save you the trouble. I'll show you want three -- last four pages. MR. YOVANOVICH: I can put it up for you, Mr. Strain. CHAIRMAN STRAIN: No. I've got it taken care of with Ray. Thank you, though. This is the 5.B.1 Packet Pg. 63 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 51 of 85 transcript that was received to the Planning Commission. The transcript was finished on October 24th of 2018. Could you go to the next one. That's the cover page. The NIM was actually October 16th. Now go to the one after that. This is one of the renderings or pages that was in the NIM in as backup to the NIM as what was distributed. And the difference here is, look at the C's versus the M -- what is it? We have we got today, MUR, or whatever it is? And then we've got C down below and CR and, of course, the lakes in the south. Now, this is supposedly one that was provided at the NIM. Can you provide the next one, Ray. This is another but it's a black and white. Same kind of situation. It's not showing mixed use along any of this. Now, in the NIM minutes, the applicant did say that where the C and the R are on the center they were going to put residential in there and one of them potentially mixed use. But none of these called out as a mixed use in all the peripheral locations along both the main highways. And, Ray, is that the last one, or do you have one more? That's the one we're now working off of which shows the date. Now, this is the one that was attached as part of the NIM backup. The one prior to it I pulled off of CityView as one of the records. So I'm still trying to find out which one was actually distributed to the folks at the NIM, because this was the one that was in our packet, as it's referred to as a bubble plan, as a NIM distribution, but it's physically impossible to have happened. So I don't know how to resolve that, but when we come back and talk about this project, procedurally wise, it would be good to know what the public saw at the NIM versus what we're seeing today so the NIM is then consistent with what we're doing today, so... MR. PRITT: Thank you. I thought it was just me I couldn't make -- I couldn't make out what was at the NIM except -- and I think somebody here was there and will testify what they understood they saw at the NIM, but I couldn't find that either. CHAIRMAN STRAIN: When we get back for another meeting, I would appreciate it if we got an accurate disbursement of what was actually at the NIM. So it would help explain to the people why we're talking about one document that they may have received as different, and I would like that clarification as well. Joe. COMMISSIONER SCHMITT: Just for clarity, what was represented at the NIM for the residential area shown here as the R? Was it multifamily? MR. PRITT: I don't know. COMMISSIONER SCHMITT: Or was it single-family? What was the intent? Or is it just R? MR. PRITT: I don't know. MR. YOVANOVICH: Are we allowed -- can we answer? Multifamily. CHAIRMAN STRAIN: Everything was multifamily. COMMISSIONER SCHMITT: That's what I thought. Yeah, okay. MR. PRITT: Thank you. CHAIRMAN STRAIN: And, Nancy, could you pull a couple of those plans off of this. Let me show you what was -- one correction for the record. Go to the one -- the other bubble plan that's just black and white but not the one that was just on top. Okay. Now, this is where I discovered the error. Focus down on the date on this one. All the way to the bottom. There it is. So this is 10/30/18. This plan couldn't have been used at the NIM. That's what caused me to take a look at this enough, and I couldn't figure out why it was in the packet as backup to the NIM, and that's the only thing I'd like to have clarified. MR. YOVANOVICH: Can I do that? CHAIRMAN STRAIN: What do you have? MR. YOVANOVICH: I have the actual one. CHAIRMAN STRAIN: Put it on the overhead. That's the one I showed previously. That was -- MR. YOVANOVICH: Look at the date. 5.B.1 Packet Pg. 64 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 52 of 85 CHAIRMAN STRAIN: Right, 9/4. All I'm saying is the bubble plan that was presented doesn't appear to be consistent on its date with what could have been presented at the NIM. MR. YOVANOVICH: Mr. Strain, I don't control the packet. I'm just -- your question was what's the -- CHAIRMAN STRAIN: Okay. I thought we got the packet from the applicant. Okay. MR. YOVANOVICH: What the -- there's no way I could have given you that packet of the NIM with a master plan I just -- CHAIRMAN STRAIN: The packet that's distributed to us usually comes in by electronic document, it goes to Judy, she splits it up and sends it out. Now, they're all packed together when it comes in in a bunch of electronic files. MR. YOVANOVICH: All I can tell you is the question was, what was presented at the NIM. This is what was presented at the NIM. You can see it September 4, 2018. Obviously, when we meet with people at the NIM, we then make revisions to documents that occur. But one thing you will see as consistent is the C and the R, and in the description of what we can do under this C and the R we obviously said we could have multi -- we could have commercial or we could have multifamily residential when we described what could happen on the property. But the important thing is it's always been an R with this lake configuration that we presented to the residents of Tuscany Cove. I just want to clarify the record. CHAIRMAN STRAIN: Important thing is, too, Richard, this plan that you've put in front of us shows C's and R's, not MU/R. MR. YOVANOVICH: What ended up happening is staff decided since we could have residential and commercial together, the better phraseology would have been "mixed use" instead of "commercial." That's how -- CHAIRMAN STRAIN: But at the NIM you said you were going to limit your mixed use or residential to that core area in the center. You weren't going to necessarily apply it to those outlying parcels. Now, in the new plan, all of those are going to be mixed use as well. That's a lot different than what was previously relayed. That's what I'm trying to show. MR. YOVANOVICH: Yeah. But when we described what could happen -- for instance, we could have residential above a commercial use. Staff decided instead of calling that commercial it should be mixed use. CHAIRMAN STRAIN: And there was a question in the NIM specifically about that. You guys did address it, and when we get to my part of today, I will show you that language in the NIM transcript that limited it to that center core area. That's why I don't understand how it grew to all the outlying areas as well. I don't think that's what you want, but it doesn't read that way. We'll get to do it on another time. MR. YOVANOVICH: I just want to make sure we know what the people saw. CHAIRMAN STRAIN: Okay. Go ahead, Joe. COMMISSIONER SCHMITT: Just for clarity. This plan is as now represented -- not this plan, but in the packet, the 4/4/19 is the current plan. That's the one that was in my packet. That's the one that is part of the zoning application. MR. YOVANOVICH: Correct, subject to what I said earlier on in the meeting about flipping the lakes like they asked us to. COMMISSIONER SCHMITT: Subject to flipping the lakes, yes. MR. PRITT: Which means no. CHAIRMAN STRAIN: Well, let's just go on, Mr. Pritt. That's fine. Ray, next speaker? MR. BELLOWS: The next speaker is Greg Stuart. MR. STUART: Good afternoon, Mr. Chairman. Greg Stuart of Stuart & Associates Planning and Design Services at 7910 Summerlin Lakes Drive and 97 Riverfront Drive, Cashmere, Washington. 5.B.1 Packet Pg. 65 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 53 of 85 I have two questions: One relates to entering in my qualifications and the second relates to cross-examination. It has been years since I've actually done a presentation in front of the actual Collier County Commission, yet last year in front of the Hearing Examiner during the appeal of the administrative interpretation, I think it was 1233 case, I did present a current and updated copy of my resumé, and I entered my qualifications. Shall I enter my qualifications as an expert in planning and design? CHAIRMAN STRAIN: I'm not -- I mean, I know you from other previous occasions. I'm not needing that. I don't think this -- we're going to put the weight on yours based on the way you describe and how you, you know -- MR. STUART: Okay. CHAIRMAN STRAIN: -- provide yourself, so... MR. STUART: Thank you. And then my second question is, with the date, because obviously this will be continued, I was looking at my calendar, I am going to be in Washington for depositions that week. So would it be possible for counselor to cross me after my presentation? That way -- I mean, because he will want to cross me and, certainly, if I'm in Seattle, it's going to be very difficult for me to come back if it's continued. CHAIRMAN STRAIN: We don't mind if it's difficult. No, of course he can. If he wants to, he can. We do allow cross. We try -- it's not something we do routinely, but it is allowed, so absolutely. MR. STUART: I'm sure he will. CHAIRMAN STRAIN: I'm not sure he will, but we'll see. MR. STUART: I'll try to make this brief but succinct. You all have a copy of my April 10th, 2019, correspondence to staff and the applicant. If you look on Page 5 on the first paragraph, the intent of this correspondence -- and I'll just quote that there are a number of growth management practices that may be used to ensure compatibility in a complementary built environment next to Tuscany Cove for, in this case, in addition to new amenity center proposal standards, two alternatives are proposed. I point that out because there are many alternatives in planning and design to ensure multifamily tall buildings to low single-family building compatibility. I have presented two specific options. There are other options, as Mr. Pratt pointed out -- Mr. Pritt pointed out, a reduction in height across the board. I just finished a case in Woodinville, Washington, where we approached it and had a wedding-cake-type building form where the top floors were set back. So there are a number of ways to ensure compatibility, but my concern, along with my client's concern, Tuscany Cove, is to ensure a compatible suburban built environment because I hold the professional opinion that a 65-foot multifamily building to a 20-foot single-family building presents incompatibility and complementary problems. I believe that staff's conditions with a 50-foot setback don't resolve those compatibility and complementary problems and, therefore, the project cannot be found consistent with Policy 5.6. And then, you know, going into that, it cannot be -- COMMISSIONER FRYER: Excuse me. Is it 5.6 or 5.4? MR. STUART: It's 5.6, I believe. Staff, 5.6? Growth Management Plan, Future Land Use Element? COMMISSIONER FRYER: I thought it was 5.4. All right. Go ahead. MR. STUART: Okay. I thought it was 5.6, according to the -- CHAIRMAN STRAIN: I don't have the plan in front of me. MR. STUART: I will stand corrected. But then also, because of this issue of -- staff's findings on Page 11 to 14 regarding the rezoning findings, the legal basis for your work, it's not consistent with the Comprehensive Plan, so it is not -- it does not comply with Paragraph 1 and Paragraph 6. It does -- or it potentially does affect and adversely affect Tuscany Cove. Nine, it will potentially reduce light and air to adjacent areas, Tuscany Cove. Fourteen, the 5.B.1 Packet Pg. 66 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 54 of 85 change is out of scale. And then in terms of PUD legal findings, the suitability, it's not consistent nor does it comply with that paragraph, again, the Comprehensive Plan Paragraph 3 and internal and external use compatibility. And I say "potentially," and that really is the heart of the issue here because it's very difficult to determine how this thing's working based upon a bubble plan. As I've pointed out in my memo, typically in the projects that I've been involved with in Collier County, and in Lee County and in other counties throughout the state, they require much more specificity. They require footprints, you know, that also show the scale and the massing of buildings. In some cases, with mixed-use developments, architectural elevations for multifamily buildings are required, such as in Lee County. My point is, there's an absence of information that makes this thing very difficult to review, and that's one of the reasons why I'm rendering my professional opinion that is in disagreement with staff and disagreement with the applicant. Now, if you look at the framework of this project, I have to point out -- and they can tell me if I'm wrong, and I'll stand corrected. But the applicant is not the end-user. I say that for two reasons. One, when I drive by the property, there's a big for-sale sign, you know, on the residential tract. I mean, the applicant is a land owner. Then the second thing, staff presented a conceptual ERP. A conceptual ERP plan is just that; it's conceptual. And my point on this is that it's not good or bad. It's the reality of the industry. I know Wayne and I represent clients all the time that have no intention whatsoever to develop the property. They're selling the property, and they're building value through zoning. But the reason why I'm pointing this out is that we are going to and I'm going to encourage you to enact more specific and more appropriate conditions. These conditions will not hurt the applicant's economic interests. It will somewhat reduce -- somewhat reduce the flexibility that they desire, but I have to point out that the flexibility that they have in front of you right now is massive. So when you look at this massive flexibility based on a bubble plan within the context of, you know, you have to protect Tuscany Cove's right to privacy and spillover effects, the additional conditions that I'm proposing or that you can deliberate and craft up or maybe we can meet in the corner and figure something out, they're not going to cost the applicant anything because they're not the end user. They're selling the property. Now, again, the 65-foot to 20-foot issue really is the key thing when determining compatibility because from building height you get into scale massing orientation and the like. This project is being proposed to be the tallest project in the Collier Boulevard, Immokalee Road activity center quadrant. Currently, I believe the Addison Place multifamily apartment project on the northwest quadrant is being built at four stories. So this is, you know, five stories, five-and-a-half stories. So it is the tallest project in that quadrant from my observation. COMMISSIONER FRYER: Would you mind if I interrupted you? First of all, I want to apologize. Your citation was correct. Mine was incorrect. It is 5.6. MR. STUART: Oh, thank you. COMMISSIONER FRYER: But the thing that I wanted to ask you on that about is how proximate to Tuscany Cove is a building that is as high as 65 feet? MR. STUART: I don't understand. How prox -- COMMISSIONER FRYER: How far would you have to walk or drive in order to get to a 65-foot building right now from Tuscany? I realize there's an activity center there, but I'm just curious to know. MR. STUART: Oh, in terms of 65-foot -- COMMISSIONER FRYER: Yeah. MR. STUART: -- building in the activity center? COMMISSIONER FRYER: Anywhere. 5.B.1 Packet Pg. 67 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 55 of 85 MR. STUART: Well, I don't think there is a 65-foot -- CHAIRMAN STRAIN: Well, no. Let me give a hint. Diagonally across the intersection there's a new project that's just developed. It's all condominiums. It goes up several stories. It might be close to that height. It's where the new Aldi's -- it's right behind where the new Aldi's is going to go. MR. STUART: I was under the impression -- CHAIRMAN STRAIN: It's four stories. MR. STUART: -- that that was four stories. So I'm not sure 65-foot -- COMMISSIONER FRYER: So buildings that are approximately 65 feet in height are near by. MR. STUART: No. I disagree but, again, sir -- COMMISSIONER FRYER: That was the question. Not a statement. MR. STUART: Okay. I do not believe that there are 65-foot buildings that are actually being constructed and in existence or will be in existence in that activity center quadrant. That is my opinion but... COMMISSIONER FRYER: We don't know -- and this is also a question. We don't know, then, how proximate the current -- any current building of 65 feet in height is to Tuscany Cove. What is it; four miles? Two miles? COMMISSIONER SCHMITT: No. There are buildings in Heritage Bay. Is that the community across the street? CHAIRMAN STRAIN: Yeah, they're across the street, but they're not -- COMMISSIONER SCHMITT: They well back into Heritage Bay. There's four-story and five-story buildings back there. CHAIRMAN STRAIN: Ladies and gentlemen, I've got to ask that you don't communicate amongst yourselves because it is distracting up here. COMMISSIONER FRYER: How far away would that be? COMMISSIONER SCHMITT: Probably a mile and a half or so. COMMISSIONER FRYER: Okay. So a mile and a half from Tuscany Cove, there is already a 65-foot building. COMMISSIONER SCHMITT: In the back of Heritage Bay, yeah. I could -- Stan's good. He'll pull up the aerial photography of it and measure it on Google Earth, because I trust you. COMMISSIONER CHRZANOWSKI: I can't find any yet, but -- COMMISSIONER FRYER: Sorry to interrupt you, sir. MR. STUART: That's all right. COMMISSIONER FRYER: We'll get the answer. MR. STUART: Thank you. To continue. So, basically, within the context of a lack of regulatory information built into the submittal master concept plan, in my review is the April 2019 review. And I will comment on Wayne after counselor did show me their engineering plans. I believe it was the conceptual ERP, and I'd like to speak to that in just a second. But my comments relate to what is in front of you, and that is what I reviewed. So when you look at a 50-foot setback, I mean, just visualize, go out to the parking lot, basically five-plus parking stalls. That's what we're talking about. It's not that much width within the context of a very tall building -- or a very tall building within the context of a 20-foot single-family home. Now, getting into the performance standards and getting into Commissioner Schmitt's question where you -- I think you're asking -- or counselor, where is the break? You know, where is the split? Now, if you look at -- and, again, my April correspondence, the Alternate 2, the split is as follows: We're showing -- there goes my correspondence. The split is as follows: We're -- in order to achieve a degree of compatibility, we're asking for a minimum 100 -foot-wide continuous lake. I mean continuous. And what I saw in Wayne's conceptual environmental resource plan and also that was displayed, they had areas where you had the lake, and then it narrowed down to, I believe, like, 45-foot. 5.B.1 Packet Pg. 68 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 56 of 85 And so that 45-foot area is going to be wet -- a wet lake for detention and retention, but the planning issue is as follows: By having a narrower area and the associated littoral plantings around that lake, when you compare that configuration versus having a continuous 100-foot-wide lake, those littoral plantings are placed closer to the activities, closer to the buildings and such so, therefore, they provide for better sound, noise-type buffering. So it's a matter of where you're placing the associated plantings around the lake, and my concept when I was proposing these various alternatives was, okay, if you have a lake, not that undulates from 40 feet to 100 feet, but have a 100-foot lake, and then within the littoral shelf and so forth you have your plantings, that also helps to tap down potential noise like glare impacts. Now, in regard to impacts, I find it interesting that the plan that I'm reviewing, the April plan, doesn't show the activity center. The October 2018 plan shows the activity center. The activity center location is very important, and the reason is as follows: You have no regulatory ability to condition this for ownership. This could be an ownership condo, this could be an apartment complex, and I do a lot of apartment complexes. I'm doing one right now, and it's crazy. But the apartment complex issue for compatibility is that because of socioeconomic differences between an ownership versus a rental, you have different degrees of impacts based upon lifestyle -- lifestyle considerations. You have different degrees of amenities, recreational facilities, and the like. So part of the concept -- whatever you decide in terms of setbacks and performance standards, we have to make sure that this activity center, both the building itself and the outdoor recreational facilities, are pushed back. And I personally appreciate counselor's verbal agreement about the conditions that I'm recommending in terms of no amplified sound and the external recreational facility lights will be turned off at 10. So that goes a long way. But to answer your question, Mr. Schmitt, the issue is to have that complete width so then you have the plantings closer to where the impacts are, which would help tap down the impacts. That's the big break. And then the other break, of course, is that in my suggested performance standards in both Alternate 1 and in Alternate 2, I'm suggesting that we, you know, get real about the appurtenance height so we have a disagreement about the real versus zoning height. I don't believe -- I don't believe counselor has agreed to that, but that's a minor issue compared to the configuration of the lake. So to conclude, you know, as I stated in my letter, you know, our objection really is -- relates to the unknown. Because, again, when you do have tall buildings, absolutely, I've been on both sides of this, and they're clearly, you know, a degree of privacy loss when you have bigger buildings looming over smaller buildings, so set the buildings back. And you also have -- depending on the type of usage and ownership patterns, you will have light, noise-related spillover impacts. The lack of location and specificity in the service areas are important, you know, if you have service areas with -- you know, with recycling trucks and dump trucks coming or in dumpsters coming in, you know, that makes noise and so forth. The homes that we're dealing with along Tuscany Cove's northern boundary, it's important to point out that, you know, most of those people, you know, have pools or outdoor patios, so they will be subjected to potential harm without additional performance standards such as what I am suggesting. And, finally, getting into the line-of-sight exhibit that was submitted by the applicant, that's the first time I saw it. But there are a number of errors in that. I can't take that exhibit too seriously. As an example, the building height was measured at the top of the peak, you know, at 65 feet rather than the midpoint. I think the oak tree was completely out of scale. I mean, our oak trees -- I've been out to the property, and I've looked at it. There's oak trees around 40 feet. The way they were down, they were much more than that. And Wayne's correct, there are a number of oak trees that are diseased and/or hurricane damaged. The line-of-sight also doesn't deal with where these activities are for the single-family homes. They're 5.B.1 Packet Pg. 69 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 57 of 85 pools. Because their pools are set back 20 feet from the beginning of the buffer. So you do have closer proximity to where people actually use and enjoy their homes, so I'm not really going to -- you know, I'm not going to rely on their line of sight as really a point of an expert-type piece of documentation. COMMISSIONER FRYER: I think the 65 feet that was mentioned was represented as being actual height, which is a term of art. MR. STUART: Well, then I thought that actual height was actually -- then that's also wrong, because actual height relates to appurtenances, air-conditioning units; whereas, zoning height is at the midpoint. So, again, that's wrong, because that was just a roof line. So it's not -- it's not a -- COMMISSIONER FRYER: Well, maybe they don't have appurtenances above the roof line. MR. STUART: But then it's not measured correctly on their line-of-sight exhibit. COMMISSIONER FRYER: Well -- but the concept is actual height measures to whatever is at the very top of the roof, whether it's the rooftop itself or an air conditioner unit or something else. MR. STUART: Well, I disagree, because I'm looking at from a strict Land Development Code definition perspective. But staff can speak to that and, again, if I'm wrong, I'll stand corrected. MR. BELLOWS: For the record, Ray Bellows. The Land Development Code has a definition for zoned height and actual height. Actual height was at the request of the Board of County Commissioners to make sure that they have a good understanding of actual building heights that take into account flood elevations and/or appurtenances on top of the roof. COMMISSIONER FRYER: Embellishments, everything? MR. BELLOWS: Correct. COMMISSIONER FRYER: It's the tippy top. MR. BELLOWS: Tippy top. COMMISSIONER FRYER: Yep, got it. CHAIRMAN STRAIN: Joe. COMMISSIONER SCHMITT: One question. In regards -- Mr. Stuart, did you receive any response to your letter from the applicant? MR. STUART: Well, I did from Wayne in the context of, hey, we're going to look at it, thank you very much, because, you know, Wayne's a -- you know, we've worked together in the past. But I was not involved in any discussions with their counselor and our homeowner associations. COMMISSIONER SCHMITT: You make two -- you had Alternative 1, Alternative 2. You submitted it. It's under consultation. But you've not gotten any specific feedback to either recommendation? MR. STUART: I was not involved in any meetings or discussions, no, sir. CHAIRMAN STRAIN: Anybody else? (No response.) CHAIRMAN STRAIN: Are you familiar with -- did you look at the Growth Management Plan maps? MR. STUART: Yes. CHAIRMAN STRAIN: Okay. Do you know where the activity center is supposed to be on this site? MR. STUART: Yes. CHAIRMAN STRAIN: And why isn't it? MR. STUART: Well, it's a major interstate -- it's a major -- CHAIRMAN STRAIN: No, no. Why isn't it? Why isn't it where the Growth Management Plan says it's supposed to be? Because the applicant has testified earlier that they didn't change the Growth Management Plan, but if you look at our Growth Management Plan, the quadrant is squared off in that corner. They've changed the corner and moved it a little bit to the east and taken the south and made it non-activity center. 5.B.1 Packet Pg. 70 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 58 of 85 Basically, they've now changed the zoning uses that could be available on the lands to the east that previously were part of just the yellow area of our GMP, which was generally residential. So I'd like to know what process you validated that told you that this change to the activity center was okay. Did you -- did they go through a process? Did they do anything to get there? Because I couldn't find anything. MR. STUART: Actually, I was going to ask -- I was going to ask Wayne the same question because -- CHAIRMAN STRAIN: Well, when were you going to do that? Because today's the great day to have done that. MR. STUART: Well, these things are moving again. But, again, I was under the impression that you cannot arbitrarily change that line. That clearly is a land-use plan map amendment process. CHAIRMAN STRAIN: Because the question I just asked you I'm going to be asking staff to respond to, and I need references from the GMP or the codes that allow that change to have been made, because they did change the master plan. The master plan clearly outlines that reddish pink area where this activity center goes in the previous square that was there. Most likely, that was why the interconnection to Tuscany Cove counted on it. Now that it isn't commercial, it seems awkward to have an interconnection running through another multifamily complex to get to a right or left turn lane like they're trying to do here. I mean, everybody seems to be agreeing to it, but I'm not sure that's necessary since they were counting on an activity center to be there, not a residential. And that's what that interconnection was probably there for originally. So, anyway, I don't know how they got there, but we'll find out before this whole thing's over with. Anybody else have any questions? Go ahead, Ned. COMMISSIONER FRYER: I believe you alluded to the situation about lighting after 10 p.m. and maybe noise after 10 p.m. MR. STUART: For the activity center. COMMISSIONER FRYER: Okay. Was that the position of your clients, then, that the 10 p.m. is the right time for cutoff of that? MR. STUART: It's my understanding that they agreed to -- that they agreed to that type of performance standard, yes. COMMISSIONER FRYER: At that hour of the day? MR. STUART: 10 p.m., yes. COMMISSIONER FRYER: Okay, thank you. CHAIRMAN STRAIN: Anybody else? Did you want to do some cross, Richard? MR. YOVANOVICH: Just a little bit. COMMISSIONER FRYER: I did have one more. I'm sorry, Mr. Chairman. You offered -- you offered two alternatives, one involving the stair step and then the other one. Is it your view that the applicants have not yet met the substance of either of those? MR. STUART: Correct, but here's why -- COMMISSIONER FRYER: Correct what? MR. STUART: Correct, because they've made -- COMMISSIONER FRYER: Is it your view that they've been -- the standard have been met or not? MR. STUART: They have -- correct in -- okay. Let me restate that. They have not met the performance standards that I'm suggesting on Alternative 2 or Alternative 1, for the reasons I described in terms of the continuous lake and the building height. COMMISSIONER FRYER: I just wanted to be clear of your point on that. Thank you. COMMISSIONER CHRZANOWSKI: Mark? CHAIRMAN STRAIN: Go ahead, Stan. 5.B.1 Packet Pg. 71 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 59 of 85 COMMISSIONER CHRZANOWSKI: What distance would a 65-foot building have to be away from a 20-foot building for you to consider it compatible? MR. STUART: You know, that's a really good question, because everything -- and I'm sure Wayne's going to agree with this. Everything is contextual. And in this particular case, yes, there's a -- there is a mature -- a line of oak trees and a tall hedge, so you have to take that into consideration. There's no rubber stamp rule of thumb. I've done projects. I'm doing a project right now where we have, similar to Alternative 1, single-family outside and then a two-story 35-foot height to a 45-foot height. So it's different on all contexts. COMMISSIONER CHRZANOWSKI: What's the closest you've ever seen it and considered it compatible? MR. STUART: At 65 feet? COMMISSIONER CHRZANOWSKI: Twenty to 65. MR. STUART: In a suburban context, not an urban downtown context, correct? Because urban's different. COMMISSIONER CHRZANOWSKI: Yeah. MR. STUART: In a suburban context, and in Florida, not in Washington state, you know, I'm just thinking, probably a four-story; four-story, 45 feet. COMMISSIONER CHRZANOWSKI: The distance set back between the two buildings. MR. STUART: Oh, I misunderstood. I was talking about the height. 50 feet for a 45-foot story (sic) building, and that was -- excuse me, 50-foot setback on a 45-foot, four-story apartment complex off of U.S. 41 in Lee County -- I just forgot the name of it. It's just opposite of where Alico Road ties into U.S. 41. COMMISSIONER CHRZANOWSKI: That's still not what I asked. From the 20-foot building to the 65-foot building, from building to building -- MR. STUART: Yes. COMMISSIONER CHRZANOWSKI: -- what distance would have to be there for you to -- the least distance for you to consider it compatible? MR. STUART: I see. From building to building, with a 25 -- it would probably be 75 feet minimum width and using -- using a Type F buffer, which would be, you know, an 8-foot wall with a double staggered hedge and tall trees. So 80 feet with a substantial buffer. COMMISSIONER CHRZANOWSKI: Okay. Thanks. COMMISSIONER FRYER: But they're offering 100, aren't they? MR. STUART: It's my understanding that they're offering 100-foot setback. But, again, just to distinguish, I'm talking about having the lake being the -- a continuous lake. So the 100-foot setback on the other side of the lake for the additional buffering along the lake sides, for that reason. CHAIRMAN STRAIN: How does it different -- how does it make any difference whether it's a lake or land? Because the sound travels -- we even had this problem down in Lely. Sound travels greater and seems faster across water because there's no barrier. At least with land in between, and they plant it as their littoral zones, they could get bulrush or other material that would grow up enough to give them even a better buffer. And the idea that they would plant littorals up closer to the activities isn't really accurate, because the projects that we've planted littorals on, we've tried to be away from where you're selling buildings because people don't want to look out and see a bunch of weeds. They want to look out and see the lake. So I'm just trying to figure out why it would be advantageous to have this lake solid across there when I think the idea of even having some land infill in between where they've got a higher material would be just as good. MR. STUART: Well, again, I stand by my testimony, Mr. Chairman: Plantings closer to buildings provide for more effective sound barriers. So what you'll have is you'll have your code 5.B.1 Packet Pg. 72 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 60 of 85 edge-of-building general landscape trees, then you would have your lake plantings, and then you'd have your regulatory buffer. So you have three zones of vegetation versus if you don't have that, you're pushing one of those zones closer and, therefore, the sound waves will transmit easier over those -- over that middle zone. CHAIRMAN STRAIN: And while we didn't need your CV to start with, could you just leave it with the court reporter so it's on record when you leave today? MR. STUART: Yes, I brought one. CHAIRMAN STRAIN: Richard. MR. YOVANOVICH: I'm more confused now than I was before I came up here. Okay. MR. STUART: We try to please. MR. YOVANOVICH: Well, you did a good job. I mean, so I just want to make sure I got this right. First of all, I just kind of want to know what you looked at before we got here today and before you gave your what I -- is it fair to say you don't have an opinion on incompatibility because you don't have enough information in your opinion? MR. STUART: No, on the contrary. I think my opinion's very well spelled out in my April 10th memo. MR. YOVANOVICH: Okay. Well, let's see what you looked at to come up with that opinion. Did you look at the plat for Tuscany Cove? MR. STUART: Yes, I did. MR. YOVANOVICH: Okay. What's the buffer required between Tuscany Cove and the southern boundary of this proposed project? MR. STUART: I had a 15-foot Type B, I believe. MR. YOVANOVICH: And if I were to tell you it was a 25-foot buffer, would you question whether I'm right or wrong? MR. STUART: The plat -- so you're reviewing the plat -- (Simultaneous speakers speaking.) MR. YOVANOVICH: Tuscany Cove. Tuscany Cove plat? MR. STUART: And I was reviewing -- I was reviewing the actual plat, not the development order drawings. MR. YOVANOVICH: The actual plat? MR. STUART: Yes. MR. YOVANOVICH: Okay. So -- MR. STUART: Because it showed a -- MR. YOVANOVICH: -- if it was a 25-foot-wide landscape buffer adjacent to a 15-foot-wide landscape buffer, that would be a 40-foot-wide landscape buffer, correct? MR. STUART: Yes. MR. YOVANOVICH: And now what's the setback on Tuscany Cove from the platted landscape buffer before you even get to your first, let's say, pool? MR. STUART: From the south landscape buffer edge, from that south line? MR. YOVANOVICH: From your south landscape buffer -- MR. STUART: Twenty feet. MR. YOVANOVICH: -- of Tuscany Cove. MR. STUART: Seventeen to 20 feet. I taped it. MR. YOVANOVICH: How about we do 15? I'll go to the -- we'll go with 15. CHAIRMAN STRAIN: I looked it up. It's 20 in the -- and you can go five with amenities, so... MR. YOVANOVICH: So 15, am I right, if we said closest would be -- so the closest pool would be 15 feet from the 25-foot landscape buffer. Am I right, Mr. Strain? CHAIRMAN STRAIN: I think the way it reads is you can go back -- you can be 20 feet with the 5.B.1 Packet Pg. 73 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 61 of 85 principal structure and up to five feet to the rear line, which would be five feet off the 25-foot line with your amenity. MR. YOVANOVICH: Thirty-foot separation from the pool before you even get to our property line, correct? MR. STUART: Well, I just -- MR. YOVANOVICH: You have a -- MR. STUART: Your math is wrong. MR. YOVANOVICH: Twenty-five-wide buffer. MR. STUART: Correct, and then a -- MR. YOVANOVICH: And then your pool can get within five feet of that 25-foot-wide buffer. MR. STUART: Okay. MR. YOVANOVICH: Math's not my strong suit, but I think that's 30 feet. MR. STUART: I misunderstood. MR. YOVANOVICH: Are you with me? Is it 30 feet? MR. STUART: Yes. MR. YOVANOVICH: So I'm 30 feet before you get to the property line? MR. STUART: Correct. MR. YOVANOVICH: Then I have a 15-foot-wide Type B buffer on my PUD master plan, correct? MR. STUART: Correct, yes. MR. YOVANOVICH: What is a 15-foot-wide Type B buffer in Collier County? MR. STUART: Well, it's a double staggered hedge at six feet, single line of trees. I forget the actual height, but basically, I believe, five trees per -- they're not -- the trees are not double staggered, and no screening wall, if I can recall. MR. YOVANOVICH: So now I have -- I add that to my number, correct? MR. STUART: Fifteen feet. MR. YOVANOVICH: So I'm at 45 feet? MR. STUART: Correct. MR. YOVANOVICH: And we've agreed to go another 85 feet from my building setback, correct? Because I said 100. MR. STUART: If you say. MR. YOVANOVICH: I say 100. Check my math. Check my math. I mean, I'm really not trying to confuse you. I just want to make sure I understand the distances. So I've got 100 feet on my side before the closest building could be on the property, and then I've got another 30 feet on your side. So I'm 130 feet away from the nearest pool to my first building, correct? MR. STUART: From a regulatory perspective and from the issues that we're dealing with right now, no, you're not correct. MR. YOVANOVICH: Well, I said earlier on today we would agree to a 100-foot setback, correct? MR. STUART: No, but you're not correct in that the -- and this is what I stated to you in the hall. The burden is on the applicant. You're a PUD seeking a series of entitlements. The burden is on the applicant to provide buffers. The burden is not on my client, you know. And my client has a buffer, but you have to have a buffer, too. So, consequently, we're looking at a regulatory consistency from 5.6 based on what you're doing, not on what my client is doing or has done. MR. YOVANOVICH: Well, this all factors into, quote, compatibility, correct? You take the circumstances as you find them, correct? MR. STUART: Correct. MR. YOVANOVICH: You said that? 5.B.1 Packet Pg. 74 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 62 of 85 MR. STUART: Yes. MR. YOVANOVICH: So as I find them today -- are you saying that the drone shots that we showed are not an accurate representation of the trees that exist today in your buffer? MR. STUART: Yes. MR. YOVANOVICH: They're not? Their drone shot's not accurate? MR. STUART: Drone shots are simular to line-of-sight -- CHAIRMAN STRAIN: Members of the public, you really can't interfere. It's going to really mess things up. So please refrain. Thank you. MR. STUART: Yes. And I'm not trying to be confrontational at all because I -- what you're saying is that, hey, look, you've got a mature buffer, and that should ameliorate some of your compatibility impacts. I mean, that's the thrust of what you're saying, but my point is that the line-of-sight graphic cannot be depended on nor the drone shot because of the angle. You don't have a firm registration because, again, I had really no idea where it was actually shot nor the height. It's very -- COMMISSIONER FRYER: Mr. Yovanovich, what was the date of the drone? MR. YOVANOVICH: Yesterday. Yesterday. COMMISSIONER FRYER: Yesterday. MR. STUART: So it's very misleading. I can't rely on that. CHAIRMAN STRAIN: You might want to move on to the next -- MR. STUART: Yes. MR. YOVANOVICH: Okay. I'm going to try to. I have a feeling I'm going to have a hard time getting answers, but that's okay. I'll keep trying. CHAIRMAN STRAIN: Should be -- you do this a lot, so it wouldn't surprise me. MR. STUART: I'm trying, sir; I'm trying. MR. YOVANOVICH: So I want to be fair to you, Mr. Stuart, because I really want to know what you actually reviewed in issuing your opinion. MR. STUART: Yes. MR. YOVANOVICH: Were you provided copies of our -- first of all, I want to correct for the record they're not conceptual ERP plans. They're the actual construct and operate ERP plans. Were you provided copies of those when you formed your opinion? MR. STUART: No. The first I saw them was today. MR. YOVANOVICH: Okay. So now that you've seen them and you have seen that we are committed to at least at 100-foot setback -- let me ask you this question. I wanted to ask Mr. Pritt this, but I guess since he's a lawyer, he's not really testifying. If we were to agree to that ERP plan as our plan, would that be compatible in your mind? MR. STUART: If the ERP plan was modified to show a continuous 100-foot-wide lake along with the building height reductions, yes. MR. YOVANOVICH: So what is it -- so, okay. So you testified, I think, that 75 feet building to building is okay with a Type F buffer. How wide is a Type F buffer in your scenario? MR. STUART: Well, with the wall, too, with an 8-foot -- MR. YOVANOVICH: I understand. Just tell me how wide it is first. My question was how wide. MR. STUART: Excuse me. The Type F that I'm referring to would be Lee County Type F, so that would be 30-foot, 8-foot screening wall, double staggered hedge, and I believe 10 trees per hundred linear feet. I think that's the standard. MR. YOVANOVICH: Okay. So it would be, basically, 30 feet of vegetation between the two buildings? MR. STUART: Between the two buildings? MR. YOVANOVICH: Yeah. You told me 75 feet with vegetation between the two. That equates to 30 feet in width. 5.B.1 Packet Pg. 75 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 63 of 85 MR. STUART: Okay. You just threw me when you said -- just to be sure, what two buildings are you referring to? MR. YOVANOVICH: The ones you referred to. You told me it's okay to have single-family next to a 65-foot-tall multifamily building as long as they're separated by 75 feet in -- separate by 75 feet and a landscape buffer, which I'm understanding to be a 30-foot-wide landscape buffer. MR. STUART: In this particular case? MR. YOVANOVICH: In the case you said was acceptable. I'm trying to understand. MR. STUART: Well, that question, if I could call on -- we can ask the court reporter to play back the question, but there was a generalized conceptual question, not hyper -- it was hypothetical, not specific to this case. And again, my testimony in my letter is specific to this case. MR. YOVANOVICH: I'm just curious as to your socioeconomic diversity comment. Are you saying that there is a lower quality of person that rents than actually buys? I didn't say socioeconomic diversity; you did. MR. STUART: Oh, no. Please -- thank you for the correction. I did not mean to imply that whatsoever. When I said economy in a socioeconomic sense, I was really referring to lifestyle. Usually what you have in condominiums, especially in Southwest Florida, are the more affluent type and/or empty nesters versus apartment renters where -- and, again, I'm doing workforce housing, and they're typically in the 30- to $45,000 combined range. So it's a matter of lifestyle. It's not a matter of who's superior to what. MR. YOVANOVICH: So tell me about that person's lifestyle that makes it incompatible with your client's property. MR. STUART: Well, that's another -- see -- and that's another issue, because we cannot educate -- we cannot make any type of performance standards based upon, you know, is it going to be rental or ownership? Is it workforce housing or condominium upscale, low-scale? We can't do that. So the issue that I've been struggling with is the bubble plan that had basically no information, it means that for protecting my clients, Tuscany Cove, we have to take -- I hate to say it, but the worst-case scenario. So the worst-case scenario would be a rental complex, and a rental complex historically has more outdoor recreational facilities that are more active and, you know, more barbecue areas that are active and that type of thing. Again, it's not a class thing. It's just the reality of what that market section -- segment desires. MR. YOVANOVICH: So now that you know the definition, that we have two different definitions in Collier County between zoned height and actual height -- MR. STUART: Yes. MR. YOVANOVICH: -- how does that affect your opinion? MR. STUART: Well, I think knocking down the amenity center five feet and the multifamily five feet is not that big a deal because, again, you're still looking at a very tall structure that -- it was my opinion that it's going to be the tallest structure in this quadrant. And, again, I may stand corrected based upon what the Chair finds. MR. YOVANOVICH: What's the setback required in the RMF-16 zoning district in Collier County? MR. STUART: I can't testify to that. I'd have to pull up the code. MR. YOVANOVICH: Let me ask you a question. Would RMF-16 zoned property immediately -- and that's 16 units per acre, I'll define it for you. I believe it's 75 feet in height, and I believe Wayne testified that it's half the building height minimum of 30 feet would be the setback immediately adjacent to RSF-1, which is one unit per acre zoned property -- be compatible? That setback that I just described for you which is -- in this case would be half the building height would be 37-and-a-half feet. MR. STUART: And, again, this gets back -- this is a hypothetical question. MR. YOVANOVICH: No. I'll put one up on the screen if you want me to show you where it 5.B.1 Packet Pg. 76 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 64 of 85 exists in Collier County. MR. STUART: I mean for this site. MR. YOVANOVICH: I'm just asking you as a professional. MR. STUART: How about this, then. If you could show me a site plan and a location map, I could render testimony. MR. YOVANOVICH: How about I do that. Mr. Chairman, can I have two minutes to grab that, an exhibit to show him, since I'm not where I would normally be to do that? CHAIRMAN STRAIN: Go ahead. That's fine. Tell you what, let's take a break for 10 minutes for the court reporter, because every hour and a half we're supposed to. We're just about there. So let's come back at 2:35 and resume the discussion. (A brief recess was had.) CHAIRMAN STRAIN: Okay. Ladies and gentlemen, we're going to resume the meeting. One comment, I did have a discussion with the zoning director, the Comprehensive Planning director about the GMP issue. They are under the process that they use is that the GMP allows flexibility in this particular activity center -- I think there's five of them maybe they do -- and that the zoning process suffices for that flexibility. I'm going to do some research between now and the next time we come back, but that's currently the way we operate, and I just wanted to make that acknowledgment for everybody. So with that -- and how much time do you need to finish what you're doing, Richard? MR. YOVANOVICH: Depending on how quick the answers come, five minutes. CHAIRMAN STRAIN: Ask short questions, you'll get short answers. MR. YOVANOVICH: I thought they were short. COMMISSIONER FRYER: Lightning round. CHAIRMAN STRAIN: Okay. If you can, because I'd still like to get to the folks that have been waiting here all day. MR. YOVANOVICH: And I do as well. CHAIRMAN STRAIN: Thank you. MR. YOVANOVICH: Mr. Stuart -- MR. STUART: Yes, sir. MR. YOVANOVICH: -- you would agree with me that the subject property is within the urban commercial district as provided for in the Future Land Use Element? MR. STUART: Yes. MR. YOVANOVICH: You would agree with me that the urban commercial district is intended to accommodate higher densities for properties not located within the urban coastal fringe or urban residential fringe? MR. STUART: Yes. MR. YOVANOVICH: And this property is not located within the urban coastal fringe or the urban residential fringe? MR. STUART: That is correct. MR. YOVANOVICH: You would agree with me that the residential development in mixed-use developments is encouraged by the GMP, and density is based on the gross acreage of the activity center? MR. STUART: Yes, that's why I said we don't object to the density, intensities, so forth, correct. MR. YOVANOVICH: And you would agree with me that the subject property is located in Activity Center No. 3, which is a master planned activity center? MR. STUART: Yes. MR. YOVANOVICH: And you've reviewed the GMP provisions that allows for the boundaries of that master planned activity centers to shift, correct? MR. STUART: Actually, I missed that, but I just was informed that that is correct. MR. YOVANOVICH: You would agree with me that -- and I showed this section earlier under 5.B.1 Packet Pg. 77 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 65 of 85 the statutes -- that Section 163.3202 -- and I can provide it for you if you need it -- Subsection 3 encourages the use of Planned Unit Developments? MR. STUART: Yes. MR. YOVANOVICH: You would agree with me that the LDC must be consistent with the Growth Management Plan? MR. STUART: Yes. MR. YOVANOVICH: You would agree with me that zoning must be consistent with the Growth Management Plan? MR. STUART: Yes. MR. YOVANOVICH: I'll help orient you, because I'm assuming you're not very familiar with Collier County -- MR. STUART: No, I'm familiar with -- MR. YOVANOVICH: -- zoning? MR. STUART: -- Collier County zoning, yes. MR. YOVANOVICH: You are? Okay. Are you familiar with the Pine Ridge subdivision? MR. STUART: (No response.) MR. YOVANOVICH: Mr. Stuart, are you familiar with the Pine Ridge subdivision? MR. STUART: Specifically, no, in terms of uses, intensities, zoning districts and the like. MR. YOVANOVICH: Well, I'm going to represent to you that this is part of the zoning for the Pine Ridge subdivision, okay. It's located on U.S. 41, which is to your west, and to the north is Vanderbilt Road. You with me? MR. STUART: Yes. MR. YOVANOVICH: Do you see the section of zoning entitled RMF-16? MR. STUART: Yes. MR. YOVANOVICH: Do you see what zoning is immediately adjacent to RMF-16? MR. STUART: Yes. To the east it's RSF-1. MR. YOVANOVICH: And what's to the south? MR. STUART: C4. MR. YOVANOVICH: To the south? MR. STUART: To the south. MR. YOVANOVICH: Of RMF-16. MR. STUART: I'm sorry. The C4 is along 41. To the south of -- there's no -- MR. YOVANOVICH: No, no. I'm sorry. Maybe it was a bad question. The zoning district RMF-16, what's to the south of that? MR. STUART: I assume it will be RSF-1. MR. YOVANOVICH: Okay. So you would agree with me that it is -- zoning is required to be compatible, and it's perfectly compatible to put RMF-16 immediately adjacent to RSF-1 property, correct? MR. STUART: I'm sorry. Could you repeat the question? I'm sorry. I wasn't paying attention. MR. YOVANOVICH: Well, you agreed that all zoning must be consistent with the Growth Management Plan, correct? MR. STUART: Yes, by law. MR. YOVANOVICH: So it is consistent to have RMF-16 zoned property next to RSF-1 zoned property? MR. STUART: That is a difficult question to ask (sic) in that it depends on sometimes the historic patterns. I see across the state where you have older subdivisions with older zoning next to commercial areas and so, therefore, there is a predetermined finding of compatibility. PUDs are a different beast entirely. MR. YOVANOVICH: Okay. So let's talk about that. Have you reviewed the entire Future Land 5.B.1 Packet Pg. 78 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 66 of 85 Use Element for Collier County? MR. STUART: I've reviewed it on a number of times over the years as it's evolved since the late '90s, yes. MR. YOVANOVICH: Okay. So let me ask you: Have you reviewed the consistent -- the zoning by consistency determination provisions in the Growth Management Plan? MR. STUART: Yes, both the Collier County and the state statutes. MR. YOVANOVICH: Okay. So those are intended to address the scenarios where you have existing zoning but would no longer be consistent under the new Comprehensive Plan, correct? MR. STUART: Yes, because the state mandated consistency compatibility requirements a number of years ago. MR. YOVANOVICH: Right. So when you adopted your Comprehensive Plan, every jurisdiction had a period of time by which it must determine what is inconsistent with the new Comprehensive Plan, correct? MR. STUART: Well, the statute mandates a definition. It doesn't really get into the actual performance standards. MR. YOVANOVICH: Okay. Did you -- do you know whether or not this RMF-16 zoned property was deemed consistent with RSF-1 under the process of determining those consistent-by-policy provisions in our Comprehensive Plan? MR. STUART: No, because you just showed it to me five minutes ago. MR. YOVANOVICH: If I were to represent to you that they weren't, they were -- they didn't go through that process and it -- then it would be consistent with the Comprehensive Plan, correct? MR. STUART: Go through the process? MR. YOVANOVICH: It's not -- would you agree with me that this is not grandfathered zoning? MR. STUART: I have no idea, but if you say it's not, honestly, I will certainly take your word for it. MR. YOVANOVICH: Okay. Well, I'm going to tell you it's not. So let's go back to the LDC development standards are statutorily required to be consistent with the Comprehensive Plan, correct? MR. STUART: That is correct. MR. YOVANOVICH: And the statutory sections I took you through -- took everybody through earlier requires that the Land Development Code provisions be adopted to ensure compatibility, correct? I could put it back up if you need me to. MR. STUART: No. And that's correct, and then above and beyond that there are Planned Unit Development provisions that basically serve as customized zonings that can go above and beyond your minimal requirements. MR. YOVANOVICH: But if you meet the minimal requirements in the Land Development Code, you're compatible, correct? MR. STUART: No, you're not. Nope. MR. YOVANOVICH: And in what sense? MR. STUART: Especially within the context of Planned Unit Developments and planned developments. Throughout Florida. And, for the record, I've practiced in 25 local governments throughout Florida and a bunch in Washington state, and you meet the minimum requirements does not then automatically mean that you're compatible in any way, shape, or form, especially in planned developments, because planned developments are set up to provide that extra measure of assurances for not only compatibility but infrastructure improvements, pedestrian linkage, open space drainage, and the like. So just because you meet minimum standards does not mean it is compatible or, in this particular case, complementary. MR. YOVANOVICH: Are you -- that's an interesting concept to me. What does complementary mean to you from a planning standpoint? 5.B.1 Packet Pg. 79 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 67 of 85 MR. STUART: Well, from a planning standpoint -- and this is -- and I could have raised this, counselor, but, you know, when I read "complementary," I refer -- I would refer to it -- in this specific context it's the type of building, not just building form, but type of building. So a complementary building would be single-family to single-family. And if you took a strict interpretive position on that, this PUD -- or mixed PUD should actually have a single-family transition before it gets into a mixed -- to a multifamily. MR. YOVANOVICH: That's what complementary means to you? MR. STUART: A complementary would be -- a single-family building is complementary to a single-family building. A single-family building is not necessarily complementary -- complementary to a multifamily building. MR. YOVANOVICH: Is commercial property complementary to residential property? MR. STUART: Is commercial property complementary to residential property? MR. YOVANOVICH: Yes. MR. STUART: No, it is not. MR. YOVANOVICH: Are you telling me that the activity center as it's currently drawn that's immediately adjacent to Tuscany Cove, that commercial uses in an activity center is not consistent with our Comprehensive Plan because it's not complementary? MR. STUART: Well, I have to point out that my testimony in no way, shape, or form has gotten into any of the commercial portions of this mixed-use planned development. So I know where you're trying to go with leading me, but I'm not going to go there, sir. MR. YOVANOVICH: Okay. I know you don't want to go there, but isn't zoning supposed to be consistent with the Growth Management Plan? MR. STUART: Yes. MR. YOVANOVICH: Okay. Isn't the Growth Management Plan itself supposed to be internally consistent? MR. STUART: The elements, yes. MR. YOVANOVICH: Now, the Future Land Use Element identifies this quadrant as activity center, correct? MR. STUART: Yes. We've already gone through this. MR. YOVANOVICH: I understand. But I just want to understand how you can give the opinion that the activity center that says commercial should be there is not complementary to the single-family immediately to the south. MR. STUART: That wasn't my testimony, sir. Your question was relating to complementary uses, and I stated very clearly that a complementary use, as an example, would be a single-family to single-family. And in this particular case, if you took a very strict interpretive approach -- which we are not, by the way, we're being very generous -- you would have a single-family to single-family interface, then you would have multifamily, then you would have commercial. And that is a traditional planning approach established decades and decades ago. MR. YOVANOVICH: Yet we also agree that the activity center is where your higher density projects are supposed to be? MR. STUART: Yes. MR. YOVANOVICH: When were you retained to work on this? MR. STUART: Not long ago, counselor. Probably three weeks ago, plus or minus. MR. YOVANOVICH: Three weeks? Okay. That's all I want to ask him right now. CHAIRMAN STRAIN: Thank you. Mr. Stuart, thank you. We'll move on to our next speaker. MR. BELLOWS: Gary Bromley, followed by Judy Bromley. 5.B.1 Packet Pg. 80 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 68 of 85 MR. PRITT: Mr. Chair, he needs to leave; is that okay? CHAIRMAN STRAIN: It's okay with me. I don't know if Rich wants to try to override that or not. MR. YOVANOVICH: No. I'm happy to let him go. MR. PRITT: Well, the last time I had somebody leave, and Rich wanted to cross-examine on another matter, so I wanted to be sure we're okay. CHAIRMAN STRAIN: We're okay, thank you. Good morning, sir. Afternoon now. MR. BROMLEY: Yeah. Good afternoon, Commissioner Strain and Commissioners. Thank you for the opportunity. I stand here as a humbled man. I feel like I'm on a grade-school baseball team trying to play in a pro stadium here with all the back and forth with the professionals. I have a "just a regular guy that lives here" point of view, and that point of view is that Immokalee Road -- I should state for the record, I'm sorry, that my name is Gary Bromley, B-r-o-m-l-e-y, and I live at 9517 Ironstone Terrace inside The Quarry. I've lived here for four-and-a-half years, and what I've noticed is a steady growth of traffic flow on Immokalee Road to a point where now there's what I would call considerable congestion at different times of the day, different times of the year. And I hear the Baumgarten property is going to be developed. My concern is is all the other communities around in that intersection area are going to soon be putting a lot of additional traffic into that intersection. And I rode around for, I guess, a mile-and-a-half, two-mile radius of The Quarry where I live, and I saw lots of gated communities being constructed that you can't see from the major arteries. So you go on the side road, you see them, and those communities are anywhere from entry level of buildout to midway buildout. But there's a lot of cars that are going to be coming down those side streets emptying out onto Immokalee. So I also have learned from county staff that there is a solution to mitigating the traffic level on Immokalee, and it's called Vanderbilt Road extension. And the prediction at this point, the forecast for completion of that project, is the fall of 2022. So I talked to a staff planner this past week on the phone, and I was picking his brain trying to understand, well, if there's no holdbacks from the state or the county on approvals for this particular property, Baumgarten, how quickly could shovels hit the ground. Now, this is this man's opinion, but I was kind of stunned by it. He said four to six months. So if that's true, you know, that's going to start the ball rolling for completion prior to when the Vanderbilt extension will take place so; therefore, I'm hoping that this commission, along with the developer, who I believe is Collier Enterprises, can try and get more synchronicity into the timing of when Baumgarten progresses and the completion of the Vanderbilt extension, try and time that a little bit more closely so that the staff opinions, of whom I've talked to, have said that this is going to be a major impact on the amount of traffic on Immokalee Road. And if that's the case, then what we don't need to do at this point is put another community into this intersection that is going to create a lot more challenge and safety issues for the residents that live here. So, again, my hope is, is that, in your tool kit there, there's some way of finding a middle ground and that we don't have Baumgarten take off like a rocket and, you know, start adding more and more congestion to that intersection. And I have also -- if I could add, I've ceded my time to a gentleman called -- named Jerry Solomon. He's the board member from The Quarry. So I'm switching my extra time over to him. CHAIRMAN STRAIN: Well, I don't think you had any extra, but that's fine. We'll sti ll listen to him. You only have five minutes starting here. MR. BROMLEY: Yeah, yeah, yeah. 5.B.1 Packet Pg. 81 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 69 of 85 CHAIRMAN STRAIN: And we generally don't -- MR. BROMLEY: And I submitted a slip for my wife; I'm sorry. She was going to give to me, and I'm passing it over. I'm sorry, I didn't make that. CHAIRMAN STRAIN: Ray didn't say anything, but that's probably because we are pretty flexible with our time unless someone goes on too long about a redundant issue, so... MR. BROMLEY: Hopefully I didn't go on too long. CHAIRMAN STRAIN: No, you did fine. Thank you very much. In fact, the court reporter loves hearing you. Next speaker, Ray. MR. BELLOWS: Yes. Judy's no longer going to speak, Judy Bromley. So we'll go to Gregory -- MS. BROMLEY: Yes, I did actually cede my time for myself. I would cede it to Jerry Solomon. CHAIRMAN STRAIN: Thank you. MR. BELLOWS: Gary Paquette. CHAIRMAN STRAIN: Gary Paquette? There we go. UNIDENTIFIED SPEAKER: Greg Paquette. MR. BELLOWS: Gregory. MR. PAQUETTE: Thank you, Mr. Chairman and Commissioners. My name is Gregory Paquette. I live in Tuscany Cove. I live right on the border with this proposed development. My house is right here. And I had a prepared text, but I've changed considerably after listening to everything. I have two recommendations. I agree with both Mr. Pritt and Mr. Stuart that if you approve this proposal as is, it will severely affect our quality of life, the enjoyment of our property because I will be looking up at a 65-foot building as little as 50 feet off my property line. To get a sense of that, and I've done this, walk outside this building, pace off 65 feet, look up to the fifth floor. You're looking like this. That's what we're going to see from our lanai. And those 45-foot oak trees that -- I forget the landscaper's name. First of all, both of mine are gone from the storm, so I have nothing. Secondly, they're not 45 feet. At best they're 20 to 25 feet. And I see right through them. Also, Mr. Yovanovich keeps saying that this plan, all the buildings are 100 feet from the property line. They are not. First of all, this is not the plan you're voting on. It's the bubble plan, which has a 50-foot setback. He's saying -- he's saying he submitted this plan. As far as I understand, this is not what you're voting on unless he requests that this be part of the record. CHAIRMAN STRAIN: Different agency. It was submitted to a different agency. That's why. MR. PAQUETTE: Okay. The south water (sic), yeah. But it's not part of your official record. CHAIRMAN STRAIN: No, sir, it's not. MR. PAQUETTE: Okay. If you look at this space right here, from the end of that building to the property line is approximately 60 feet. He keeps saying it's 100 feet. It is not 100 feet. He keeps saying it's 100 feet, because as he explained earlier, when -- CHAIRMAN STRAIN: I think he's agreed to go to 100 feet, just so you know. MR. PAQUETTE: Well, this is the plan he says is 100 feet. CHAIRMAN STRAIN: But if he agrees to go to 100 feet, if this plan showed zero or 10, it still would be 100 feet. We would stipulate that. MR. PAQUETTE: Good. CHAIRMAN STRAIN: So from that perspective, I just wanted to make sure. If he has -- he has stated he would be 100 feet. If this project gets approved, one of the stipulations would be -- a minimum would be 100 feet from the south property line. So that -- just to give you that ease. That's how we would approach that. MR. PAQUETTE: Good. So I'm glad to hear that, because my sense was in listening to Mr. Yovanovich this is the plan, and that's what he's saying is feet. It is not 100 feet. Neither of those 5.B.1 Packet Pg. 82 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 70 of 85 buildings is 100 feet from the line. There's a very simple win-win solution here. I don't see that this is overly complicated. The Board should not approve this unless the developers agree to put 100-foot lakes across the whole length. They can take some of the big lake over to the east and put it down on the southern border, and that gives you about 140, 150 feet if you add in the setbacks and the 20-foot easement for that. That's about the only thing, I think, that solves the problem of not impacting the quality of life and potential property value of the residents of all of Tuscany Cove, not just us on the northern border. But if property values go down anywhere in that community, they're going to affect the entire community. So I agree with Mr. Pritt and Mr. Stuart, this plan as proposed is neither compatible or complementary to Tuscany Cove. And if you approve it, it's going to be very detrimental to the residents of Tuscany Cove. So I strongly urge you not to approve this as is. You should only approve with modifications that either put the lakes the entire southern border, which does not affect the amount of buildable land the developer has. You're just shuffling the lakes around. You've still got the net amount of property. So to me that's a win-win. He's still got -- the developer still has the same amount of land to develop for their 400 residential units, and yet they have given Tuscany Cove a 150, approximately, foot buffer against these 65-foot mega-buildings. These will mega-buildings. This is not Addison Cove, which is four stories; this is Naples Square which is five stories. I don't want to be looking up at Naples Square 50 feet off my property line. And if you approve this, that's what potentially you will be doing. So I strongly urge you not to approve that. COMMISSIONER FRYER: It's 100 feet. MR. PAQUETTE: He's saying 100 feet but this -- COMMISSIONER FRYER: Sir, let me explain something to you. If we approve this, I think the Chairman has represented and has correctly represented that this commission is going to insist that it be 100 feet. So that -- I mean, you've got a sure thing on that one. MR. PAQUETTE: But I don't believe that's adequate. I think with a lake and with the setbacks you need with a lake, you get about 140, 150 feet. Even at that, we're still going to see this mega U-shaped 80-unit apartment building. You know, I didn't buy property down here -- I would have bought in the Bronx if that's what I wanted. COMMISSIONER FRYER: Do you take issue, then, with your expert's testimony that 75-feet buffer would have been enough? MR. PAQUETTE: Well, I don't believe, as Mr. Stuart mentioned, is what -- he was asked a conceptual -- he was asked a hypothetical question. His letter to you is very clear. Put -- either do one of two things: Put lakes across the entire length, which gives you approximately 150-foot buffer, or do the step-down. You know, if the houses are going to be within 100 feet, those buildings shouldn't be higher than three stories. I believe he calls that the step-down approach. But either of those, I think, would be acceptable to the residents of Tuscany Cove. And, again, I don't think you're asking that much. This does not harm the developer in any way. He still has the same amount of buildable R area to do his 400 units. He's just not doing it on our property line. And that was alluded to several times by county staff. And I was a little surprised when I sought the final staff report that said, okay, 50 feet or maybe 65 feet is adequate. I don't know how you consider putting a 65-foot, five-story, 80-unit building 50 or 65 feet off of a community of single-family homes as compatible or complementary. So I agree with both Mr. Pritt and Mr. Stuart. I think Mr. Stuart's recommended two possible solutions to this, particularly the lakes, does not harm the developer's ability to develop the property in the way he'd like. COMMISSIONER CHRZANOWSKI: I don't see any dimensions on this. How do you get at 60 feet? MR. PAQUETTE: Again, there are no dimensions. And, again, this is not the plan you're 5.B.1 Packet Pg. 83 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 71 of 85 evaluating. I don't believe it's been submitted to you. But he did -- Mr. Yovanovich did submit it to us in negotiations, so I assumed you had it. (Commissioner Dearborn left the boardroom for the remainder of the meeting.) COMMISSIONER CHRZANOWSKI: I'm just curious, because the only dimension I can verify anywhere on here -- I'm used to seeing parking lots. So I've made a little scale. And the way I scale it using a parking lot, that's 100 feet, not 60. MR. PAQUETTE: You think that's 100 feet? It is not 100 feet. COMMISSIONER CHRZANOWSKI: From your property line to the face of that building. MR. PAQUETTE: From this property line to this road is 120 feet. I have paced that out about 10 times. So if this is 120 feet, that is not 100. Apparently they're saying that's 100. But what I see this is is the camel getting its nose under the tent. (Simultaneous speakers speaking.) COMMISSIONER FRYER: If you don't mind, that image has been superceded by the testimony. MR. PAQUETTE: Okay. COMMISSIONER FRYER: So it's no longer -- that aspect of it is no longer relevant. COMMISSIONER SCHMITT: Moot point. MR. PAQUETTE: Well, I would still stick to both Mr. Pritt and Mr. Stuart's position that that setback -- the only way to get those buildings far enough back, including these two with their noses sticking through -- under the tent, is to put the lakes there. COMMISSIONER FRYER: Well, if you're talking compatibility, I think your expert conceded that 75 feet was enough -- MR. PAQUETTE: I don't believe he did. COMMISSIONER FRYER: -- in his opinion. I mean, I was here in the room, and maybe that's how I interpret it. Maybe you interpret it differently. But I'm just telling you, that's what I heard him say. MR. PAQUETTE: I heard him -- well, I heard him answer a hypothetical question, not specific to this. And when that was raised, he said, you're asking me a hypothetical that does not apply to this. COMMISSIONER FRYER: Okay. CHAIRMAN STRAIN: One thing I do like to comment on, you and your group, rightfully so, you live in Tuscany Cove, so you're concerned about the border to the south. MR. PAQUETTE: Right. CHAIRMAN STRAIN: We as a board have to be equally concerned about everybody. MR. PAQUETTE: Oh, sure. CHAIRMAN STRAIN: So the Bent Creek project to the east, if we were to take that lake out and put more buildings there, we might end up pushing more onto them than we have onto you. So whatever settles for you is going to have to be settled for everybody. I just want to keep that in mind. We've got to be fair with everybody involved. MR. PAQUETTE: No, I agree. But that section to the east there where Bent Creek is, most of that is preserve. CHAIRMAN STRAIN: Well, I was just there yesterday. And see those subdivided lots? They've got houses on them, and they're all single-story. MR. PAQUETTE: They do, but south of that is preserve. CHAIRMAN STRAIN: Right. But that's not -- but that's where the remaining lake would probably go, and the buildings would be pushed to the north, which is closer to the subdivided homes and closer because the lake got moved to benefit you and not them. So we've got to find a balance so everybody's fairly benefited. MR. PAQUETTE: And there's probably a way to do that. CHAIRMAN STRAIN: That's what we're hoping. Thank you very much, sir. MR. PAQUETTE: Thank you. CHAIRMAN STRAIN: Next speaker, Ray. 5.B.1 Packet Pg. 84 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 72 of 85 MR. BELLOWS: Jerry Solomon. MR. SOLOMON: Good afternoon. My name is Jerry Solomon. I live at 8966 Quarry Drive. I'm here as a resident, although I am a board member at The Quarry. Thank you for giving me the opportunity to speak. I want to focus a little bit differently on traffic, and what goes with increased traffic is decreased safety. So mine are more in terms of questions and clarifications for the traffic study. I appreciate the traffic study; however, anyone good with numbers can make numbers come out however they want them to come out. Believe me, I'm very good with numbers. I know how that's done. So I assume the traffic study had numerous assumptions, and I would just like to know what those assumptions are. And if we change any assumption in any way, what impact does it have? Because I think someone on the dais up there said we're 15 cars from reaching capacity. How sensitive is that traffic study to those 15 cars? In other words, what is the margin of error? Because there is no study in the world that comes out and the answer is one unique number. So that's what I'd like to know. The second thing is the traffic study was based on one study done about 15 months ago. I assume we've had natural growth since then. I don't know what percent, but it does grow. When that was done, we didn't have Addison Place; we didn't have Racetrac; we didn't have the senior center or the senior housing that's going up there; we didn't have the activity center built out on the northeast quadrant. All of that, I would think, if you bake it in, I can't believe that we wouldn't add the 15 cars that it would take to be over capacity. And I'd also like to know if the traffic study took into account any of the proposed improvements that are on the board for Collier County whether or not they take place, when they take place. Because if they don't take place in time, we're going to be in trouble, okay. Lastly, relative to that is let's say the traffic study came out, and instead of being 15 cars shy of capacity, we were 15 cars over capacity. What would be the implications of that? Would they have to tone down the density? Would they have to come up with some other win-win solution? But I'd like to know, because I imagine if we change some of those assumptions, that might happen. It was also stated that a traffic signal would be added on Pebblebrooke, and the developers will contribute their fair share, the assumption being that Collier County is going to then pay the rest of it to get it done. Has Collier County agreed to put in the funds necessary to get that traffic signal so we know what happens? And, lastly, I'd like to ask how do -- cars that are going to be exiting from Immokalee from this PUD onto Immokalee Road, how do they head west? It seems the only thing they could do is make a right-hand turn, and there's going to be a perpetual line of cars making U-turns. How is that taken into account in the traffic study and the delays and the safety factors that come into play? So, again, I said I was going to ask questions and ask for clarifications. I'm not an expert in this area. I'm an interested citizen. And the time I've lived down here, I know it's just taken longer and longer, the number of accidents have gone up, and I wanted to make sure that we're accounting for the safety of the community. And I also realize that when I moved down here, I never expected a door to close behind me, and I never do expect that to happen. Development will go on. I just want it to go on considering everything and we do it in a safe and efficient manner. Thank you. CHAIRMAN STRAIN: Sir, your questions, one of the decisions we had to make earlier was to accommodate the public that was here today as best we could before we have to continue to May. Part of the downside of that is normally the public is heard after we ask our questions, because I can assure you my questions are going to be and include a portion of what you just asked, and you-all would have probably benefited from the information that we'll have -- you'll hear when we start asking more questions that we have held off on to accommodate you today. So if you can stay tuned in, we'll try to get to your questions. MR. SOLOMON: Thank you, Mr. Strain. And I hope to be back when you do ask those 5.B.1 Packet Pg. 85 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 73 of 85 questions. COMMISSIONER FRYER: For what it's worth, I share your skepticism frequently over what strikes me as alchemy in photographic studies. CHAIRMAN STRAIN: Next speaker, Ray. MR. BELLOWS: Andrew Maguire. (No response.) CHAIRMAN STRAIN: Followed by Marion Maguire. (No response.) CHAIRMAN STRAIN: Are the Maguires here? MR. MAGUIRE: We're here. We weren't scheduled to speak. CHAIRMAN STRAIN: Okay. MR. BELLOWS: Connie Walters? MS. WALTERS: Good afternoon. My name is Connie Walters, W-a-l-t-e-r-s. I have lived with my husband here in Naples since 1976. Our four children were born here. They went to school here. They still live here. They're married; have families of their own. So when we moved here, I used to be able to see a family of quail walking in a line across my yard. No longer. We used to have plenty of green space. Now it is gone. We knew so many people living here that I couldn't even go to Publix without seeing somebody that I knew. Now it takes me 10 minutes to get out of my community of Tuscany Cove onto 951, which back then was only 951. It was never called Collier. Today I can sit on my lanai and enjoy watching the birds, the squirrels, the rabbits. Pelican plant nursery was in my backyard. And this project that's being discussed today to be built, I will now have a four- or five-story apartment building looking into my lanai or I will have its parking lot with the lights, when they're parking, shining into my bedroom and my living room. Because the drone pictures that they showed and that nice beautiful drawing of that big tall tree, I don't have that big tall tree. I can see directly from my lanai to Immokalee Road. When you see that drone picture, what you're seeing is the trees on Tuscany's side of the fence that are hanging over the fence. So it looks very deceiving as to where the line is that they were pointing to. The rest of the vegetation they said they were going to remove. So there's going to only be our vegetation remaining, not the ones that have naturally grown and provided more greenery. So the serenity, the beauty, and the charm of Naples and our county is being chiseled away, and we are in danger of becoming a disaster like the East Coast. If this development goes through, please, please require them to keep the vegetation, to add more trees, more vegetation, a berm, a wall, a lake along the whole property, not lake, ditch, lake, because that's what it will be is a ditch. And I've seen several of their plans. I've been to several of their meetings. They've changed every one every time I've been there. So I want you to require them to do things, because it seems like they can say to us what we want to hear but in the next meeting it's changed to what they want to have it as. So please be aware of that; not just what they're saying, but make that required that they do follow through. If they do provide all of these walls and berms and trees, we'll be thankful, but years from now I don't want to be sitting out on my lanai and say, Naples and our county used to be beautiful and now it is not. CHAIRMAN STRAIN: Just a moment, ma'am. Karl. COMMISSIONER FRY: I just wanted to ask you one question. You live on the north side of Tuscany Cove. I mean, I think we're all homeowners. I think it's easy for us to put ourselves in your position and what you're looking at now versus what you foresee you might be looking at. It was -- as I read the packet, that area north of you was designated an activity center in 1989. So that's before Tuscany Cove was built. What were you led to believe, or what were your expectations of 5.B.1 Packet Pg. 86 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 74 of 85 what you might get there knowing that an activity center is a dense -- it's a major corner. There's going to be a lot of intense development there. Just what are your expectations? MS. WALTERS: I was never told that it was zoned an activity center. If you had told me it was zoned an activity center, I would have thought, oh, great, they're going to out in parks, recreation facilities. This is what it would communicate to me. When I moved in there, the nursery was there, and I bought it because the nursery was there, because I loved to see the vegetation. I love to see Collier County in its natural state. So I wasn't told. I didn't know. COMMISSIONER FRY: Thank you. COMMISSIONER CHRZANOWSKI: I've been here since '81, and I know what you mean. CHAIRMAN STRAIN: And, miss, I have a question for you, because I've heard it again from you and others, and I'm trying to understand it. MS. WALTERS: Yes. CHAIRMAN STRAIN: If you have a combination or parts of, let's say, a berm, a wall, and landscaping. You're certainly going to have landscaping. Who knows about the berm and wall; we'll see where that goes. What does it -- and you've got -- and, you know, those buildings will be back at least 100 feet, let's say. Let's say, that's a given and you got those two things. What do you care if it's a lake or a ditch full of plants between you and the building? You're not going to see it. You're not going to know it's there. And I'm just wondering why everybody's insisting they have a solid lake, because from a development perspective and a noise perspective, a solid lake's going to give you more noise than any kind of -- and you call it a ditch, but if it's the required littoral areas they're required to have, they've got to maintain it as a viable plant community. So I don't know -- I don't see the downside to having less than a solid lake as long as you've got the distance, because the solid lake's going to transfer more sound than probably an alternative. And is that -- I mean, I've heard it from so many people, I can't understand why. MS. WALTERS: Right. As far as the areas between the two lakes that they have drawn on there, I've lived here through many, many dry seasons and many, many rainy seasons, and when there's a dry season, that ditch is going to be downright mud dry, cracked, ugly, you name it. It's not what you're picturing. CHAIRMAN STRAIN: Well -- and I've been here as long as you, ma'am, and -- MS. WALTERS: And a lake would be much more attractive than dried up mud with dead leaves. CHAIRMAN STRAIN: But you're not going to see it. MS. WALTERS: Yeah. CHAIRMAN STRAIN: I mean, there's no way you're going to see it. That's why -- I keep hearing this. So I'm wondering what -- MS. WALTERS: But they didn't say wall, so I -- CHAIRMAN STRAIN: No. If you had a berm and a wall -- MS. WALTERS: If I had a wall -- CHAIRMAN STRAIN: Our objective would be, if this were to pass, that you'd have some kind of protection that would be solid. I mean, you wouldn't see through it. So if that's the case, I just don't know what the issue is about the lake so much because, honestly, I have actually put these facilities in, and I've watched when people have bought in those neighboring homes, and you know what -- the complaint I've gotten? The plant material's growing too high; we want to see through it. And we can't see through it to the lakes, because they're called littoral areas. Well, here they're just long littoral areas. So they have to maintain it. Developers have to keep them viable. That's part of the requirements, and we do inspect on that. So I don't know. I'm just not sure if the lake being there is as important as just being the 100 feet is what I'm trying to say. MS. WALTERS: The reason I wanted the berm or the wall or the very, very thick vegetation was because of the cars pulling into their parking lots. 5.B.1 Packet Pg. 87 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 75 of 85 CHAIRMAN STRAIN: See, that issue we've heard very little about. I mean, we've heard the idea of a buffer and everything, but I haven't heard many folks say we want a wall. In fact, I think the cuts that I saw done by, I think, some letter I received -- I was surprised it didn't show a wall or berms. It just showed landscaping. If I was you and I was up against higher intensities, I'd be looking for a combination of wall and berm and landscaping just like others have requested. MS. WALTERS: I agree. I would love to have a wall. CHAIRMAN STRAIN: You're the first person I heard mention it, though. So anyway. Thank you. I appreciate it. Next speaker, Ray. MR. BELLOWS: Craig Shemon. UNIDENTIFIED SPEAKER: Not here. CHAIRMAN STRAIN: Okay. Not here. MR. BELLOWS: Jolton Sawka. MR. SAWKA: John. MR. BELLOWS: Or John. CHAIRMAN STRAIN: You must write like I do. MR. SAWKA: Left-handed. Just for the record, it's John Sawka, S-a-w-k-a. Mr. Chair, Commissioners, thank you for letting me speak. Before we begin, I'd just like to mention that it actually only took my wife and I 25 minutes to get here today from the corner of Immokalee and 951 as opposed to the other day it took us 45 minutes to get to I-75. So let's just keep that traffic perspective in mind. I've been involved in real estate for most of my life, and for the last 15 years as a realtor here in Naples, but you don't have to be a real estate professional to realize that building a factory or an office building or a 65-foot building in the backyard of someone's home is going to affect their property values. Some years ago in Marsala, which was a community in Tiburon, they had -- on the southernmost street they were building these million-dollar-plus homes, and I was involved with this whole thing. And so everything was fine, then suddenly through the process they built that first assisted living building on the corner of Livingston and Vanderbilt Beach Road. The place looks like East Berlin. Well, subsequently the homes on that southern street, they were all facing south onto the golf course, but the homes on that southern street, the homes that were on the west end facing that building, even though that building was hundreds of feet away, but just that building itself, and it's ugliness, their resale values fell as compared to comparable properties that were to the east of them that continued to face across the golf course into the woods. So don't kid yourself, it does have an affect on real estate properties; values, I should say. And I think it's just so unfair and so unjust to infringe on these homeowners' views and privacy with these buildings, you know, staring into the lanais, pools, bedrooms. It's so unfair and unjust to infringe on the quiet enjoyment of the homes that they have enjoyed for years. There must be a reasonable alternative that, indeed, complements and adds, not subtracts, to the liveability of this area. There's not a person in this room, there's not one of you that would like to have a 65-foot building stuck in your backyard. No one. Okay. And this plan may be right legally, but that doesn't mean that it's right. Thank you. CHAIRMAN STRAIN: Thank you. Next speaker, Ray? MR. BELLOWS: Stephen Cronin. MR. CRONIN: Hello. I'm Stephen Cronin. Last name is C-r-o-n-i-n. I'd just like to ask the commissioners to -- or thank them for listening to all of us and, as this thing goes forward, that you'll seriously consider the traffic, the, you know, impact it's going to have on our community in terms of traffic and, with whatever tools you have, that you'll, you know, make sure that 5.B.1 Packet Pg. 88 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 76 of 85 the buffer between our communities is reasonable so that we can have development where it should be and we can maintain our community. Thank you. CHAIRMAN STRAIN: Just out of curiosity, since you don't have a red shirt on, you either got left -- the memo didn't get to you or something. You've got a maroon. Do you live in Tuscany? MR. CRONIN: I live in Tuscany Cove. I live -- if I can point it out on the map. CHAIRMAN STRAIN: No, that's okay. I just wanted to. MR. CRONIN: Right there. CHAIRMAN STRAIN: Okay, thank you. MR. CRONIN: I don't have any red shirts. CHAIRMAN STRAIN: Right near the -- COMMISSIONER HOMIAK: It's a kind of red. CHAIRMAN STRAIN: Yeah. Thank you. Next speaker, Ray. MR. BELLOWS: Brian Gorla. MR. GORLA: Hi. It's Brian Gorla, G-o-r-l-a. And I'm from St. Louis, so I thought we were celebrating the Cardinals here today. Thanks for the opportunity to be able to speak. I'm going to interrupt the Tuscany Cove portion of the meeting to talk about Bent Creek Preserve, which I'm a resident of. And somebody had asked a question earlier about Bent Creek on the visuals, and they said they would cover it, and they didn't cover it. All the visuals that I saw covered Tuscany. So what I can tell you, when you do look at that map and you look at the northeast section of it, there's retail -- what I would call retail. I'm not in this line of work -- that goes all the way up against the eastern portion of Bent Creek, and it also -- the residential comes up against Bent Creek. The way I understand it, there's 15 feet of boundary there, and some of the solutions I'm hearing this morning is to move the lake and push it down to, you know, so that we're going to have even more exposure in our neighborhood. And what I'm asking is is that we have a wall between our neighborhood and that we have the same kind of buffer that's being discussed over at Tuscany Cove. We feel that those are also going to be looking down at us. And so that's what we're asking. There are a number of people in the neighborhood. I'm representing -- you know, I'm just myself from the neighborhood. We've had a number of people from the neighborhood send in comments to you-all and get that information into Nancy. So I know that there are a lot of people that are concerned about that. You know, one of the things that it says in the special conditions is there will be no outdoor amplified sound between the hours of 10 p.m. and 8 a.m. weekdays and 12 a.m. and 8 a.m. on weekdays (sic). But another way of saying this is there will be amplified sound up to 10 p.m. on weekdays, and up to midnight on weekends. Well, I don't know about you -- you had, I think, asked a question earlier about how loud is too loud. Well, if I was to show up with my trumpet and start playing Herb Alpert songs outside your house and you told me to just keep moving away, we'd probably figure out how loud was too loud; until you didn't hear me anymore, and that's what we would be experiencing with a 15-foot setback over along Bent Creek. So we just want that to be addressed with this development over on the eastern boundary as one of the areas that's being addressed on the Tuscany side. So that's number one. The second thing is with regard to the interconnect. And, again, speaking for myself, but I talked to the neighbors in the neighborhood, and I think that, again, what they said they were writing in in terms of their emails is they're not opposed to an interconnect. And, again, everybody that I've spoken to within the neighborhood, we're in favor of an interconnect. 5.B.1 Packet Pg. 89 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 77 of 85 So we understand what it does for the community. We also understand what it does for our community to have access to this development. We see this as a good development, and we want to have access to it. Now, if you're going to put in storage units, then it's not going to be that exciting, but if it's restaurants and things like that that's proposed, we see that as great. We've got people saying they're going to buy golf carts, you know, and go use this facility. And so what I would say to you is is if it's a pedestrian walkway, that's great. We'd like to connect to that. If it's a drive through, we're a gated community. We expect to have a gate with a guards area there, that that would be controlled, that only our Bent Creek residents would have access to. We're a little bit different than a number of the communities in the area in that we're mostly year-round residents. There are some snowbirds that will be leaving shortly, but we have a lot of year-round residents, a lot of school children in there, and that gate's extremely important within our neighborhood because children are going to the school buses, and if that gate wasn't over there and it became a cut-through over to Woodcrest or out to Immokalee, then it would become quite dangerous for the families in the neighborhood. So we're excited about interconnecting. We would want it to be for our residents only. And we look forward to the development. COMMISSIONER FRYER: I'm curious, sir. Were you in attendance at the NIM? MR. GORLA: I was. And I walked away from that meeting as -- I would tell you the top three concerns at that meeting were traffic, traffic, and traffic. Those were -- those were the top three items that I heard at that meeting. COMMISSIONER FRYER: Okay. Are there other Bent Creek people here today? MR. GORLA: Yes. COMMISSIONER FRYER: Okay, good, good. Thank you. MR. GORLA: And there were some here earlier that just needed a timeout. COMMISSIONER FRYER: Enough's enough. Got it. CHAIRMAN STRAIN: Sir, before you leave, a couple points. MR. GORLA: Thank you. CHAIRMAN STRAIN: I would think this board would be hard pressed not to treat all the residential boundaries the same. MR. GORLA: Great. CHAIRMAN STRAIN: So from that perspective, I think we're obligated to do that, at least in my personal opinion. So the second thing is the interconnect. There's an interconnect shown on your developer's master plan. I'm not sure it lines up with the one they're proposing. MR. GORLA: It does not. CHAIRMAN STRAIN: And, see, that's the little piece I'm trying to figure out, because I don't know how it got approved by Collier County to have houses where the interconnect is supposed to go or if that did happen. I don't know. But between now and the 16th of May, we'll have to look into that, because if your developer was obligated to do it, and they're obligated to connect to it, we'd to have look at that as an issue to resolve, so... MR. GORLA: Yeah. Where their road shows on this plan, there are villas being built there right now. CHAIRMAN STRAIN: I was there yesterday, yes. I was looking at that thinking, I wonder where they think they're going to put this interconnect. MR. GORLA: But the stub -- so that road would have to be moved a little bit to the north in order to connect with it. CHAIRMAN STRAIN: But, see, your project was in first. Theoretically, it should have aligned a potential interconnect somehow, and then they should be lining up to that since they're the second party in. 5.B.1 Packet Pg. 90 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 78 of 85 So I don't know how all that's going to work yet, but we will flesh that out on the 16th of May, probably. MR. GORLA: Yeah, thank you. CHAIRMAN STRAIN: Thank you. COMMISSIONER CHRZANOWSKI: It looks like it goes to their lake. CHAIRMAN STRAIN: I know. We'll have to get all that -- these are the details we haven't -- we would normally have gotten into before we got this far. Go ahead. MR. BELLOWS: David Caldwell. MR. CALDWELL: Good afternoon, Chairman and Commissioners. My name is Dave Caldwell. I'm actually a manager of HOAs with Lennar Homes. We're the developer of Bent Creek. But I'm also the president of the Bent Creek Preserve Homeowners Association, and I'm trying to represent their interest here at this meeting. So many of the speakers -- Brian, one of our residents, sort of summarized what I was going to speak to, and I don't want to reiterate all of that, and plus the Chair has already expressed that you were going to treat Bent Creek similarly in whatever you decide. CHAIRMAN STRAIN: Well, I'm going to strive to get there, and I'm sure the rest of us will, but it just remains as the conversation goes on how it finals out. MR. CALDWELL: Well, I appreciate your reflection that Bent Creek would be treated in a similar fashion. I do have an exhibit that you haven't seen, if I could put it on. CHAIRMAN STRAIN: Gee, they don't line up. Surprise. MR. CALDWELL: Actually, they do. I used the Bent Creek site plan. The orange on the Bent Creek side is the road connection that we were required to do for the PUD approval, and it terminates right at the property line, which is a common line with Baumgarten and, of course, you see the orange on the Baumgarten doesn't line up with anything. MR. YOVANOVICH: That's not our interconnect. MR. CALDWELL: So, obviously, you just mentioned how you were trying to reconcile that at some future meeting, but the point -- and I just want to agree with Brian Gorla who spoke moments ago. It's not that we have an objection to an interconnect. The residents see it as a benefit to the community for them to use the shopping or whatever services are available over in Baumgarten as well as getting over to 951 or Collier Boulevard. It's just that as a gated community, Bent Creek Preserve, we would install gates that would restrict the access from the public to come back into Bent Creek. CHAIRMAN STRAIN: And that would be expected. And we ran into the same issue with Pebblebrooke and the project that they're next to, and it worked out fine in the end for them, so it would be something -- MR. CALDWELL: Right. And your planners who I spoke to said that was probably an expectation, and they didn't think that was a problem. So -- but the other points I was going to raise if they hadn't come up earlier were just on the buffering along our common property line between Baumgarten and Bent Creek. It's a Type B buffer, but a landscape by itself wouldn't be sufficient. We believe it needs a masonry wall along that side where it interfaces the residential components. At the very south end of Bent Creek is a conservation area. Obviously, that doesn't require a wall itself, but that seems to be adjacent to a lake area for the Baumgarten development, so that -- and that's pretty much it. CHAIRMAN STRAIN: Okay. Karl. COMMISSIONER FRY: I would just point out we have an exhibit in our packet. It's Page 426 of the large packet, and it's the master -- it's kind of the master plan that we saw conceptually. But they show a stub-out, and it might be handwritten in the diagram, but it shows it not as far north as that major 5.B.1 Packet Pg. 91 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 79 of 85 road that you had highlighted on yours but farther south. Still not in alignment with yours, but much farther south on the property. It's kind of -- it's in the middle of that lower R section on the original master plan. So I just want to clarify that. CHAIRMAN STRAIN: But it still won't work is what I think it boils down to. They have a completed road butting up to their property line, so at some point it's got to be coordinated with theirs, and we hopefully will see that or better understand that on the 16th. Anybody else? COMMISSIONER FRY: Thank you. MR. CALDWELL: Thank you. MR. YOVANOVICH: Would you like us to clarify that now? CHAIRMAN STRAIN: No, we'll wait till the -- we have got enough to -- we've got a lot to work on between now and the 16th. Next? MR. BELLOWS: Linda Miller. MS. MILLER: Good afternoon, Chairman and board members. My name is Linda Miller, and that's Miller just like the beer. And I'm a long-time owner at Tuscany Cove which abuts the new proposed development. Our community of 294 single-story homes had its first residence in 2005 and was built out by 2007. We bought into that community as a secured gated community, and we want to make sure it stays that way with any new gate that comes about for us. We've been there a long time. We love our beautiful community and are very proud to call Tuscany Cove our home. We are not against the build of the point. We know that it has to be developed, but we are against the build of 400 multi-story rental apartments and a multi-story hotel, which would tower above us and block our views. We are totally in shock, though, about this proposed hotel. This area is no place for hotels. Hotels should be near the expressway ramps, the beaches, Tamiami Trail, not amongst residential communities. On the east side of Collier Boulevard, there are all well-established residential communities from Immokalee Road all the way south to Saint Agnes Catholic church at Vanderbilt Beach Road. Going east of Collier Boulevard on Immokalee Road there are all residential communities there also. We see there is the new hotel being built across from Walmart on Juliette Boulevard near the expressway and is slated for another one on Pine Ridge Road in the area where the Harley Davidson dealer was. This is where hotels should be built, where there are long-established commercial businesses. There are also already existing hotels in both of those areas for years. At Commissioner Burt Saunders' town hall meeting on April 9th at the Vineyards, he stated that more hotels are slated to also be built on the south end of Collier Boulevard near the I-75 Alligator Alley campus where there are already a number of existing hotels. That is where hotels should be built, which is amongst a huge commercial area. For those having a security background like I do or follow the news closely every day on the radio, TV, and in the newspapers, you'll know that hotels breed a lot of crime, be it in car invasions, drug dealing, prostitution, or human trafficking. Florida is rated the No. 3 state in the country for human trafficking. Just recently there was a huge human trafficking bust in Collier County at the hotel area near Alligator Alley. When First Sergeant Neal Bohannon of the Collier County Sheriff's Department spoke to our Tuscany Cove community on March 20th, he told us that we have one of the safest and low-crime communities in the area. That is why a lot of us bought at Tuscany Cove, and we don't want to see that change. We want to keep our children safe and protected from this type of crime that a hotel breeds. I'm sure you'd feel the same way about wanting to protect your families. Thank you for your time. Do I have any time left? There's some comments that were made earlier in the day that I'd like to 5.B.1 Packet Pg. 92 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 80 of 85 add a little bit to. CHAIRMAN STRAIN: Yes, ma'am. Go right ahead. MS. MILLER: Okay. So first of all, when they talked way earlier in the morning about the Immokalee Road flyover that would go with Collier underneath, now at Burt Saunders' talk on April 9th, he said that is slated in the plan first for 2040. That's a long ways off. A lot of us are going to be gone and dead. And there's no funding put in place at this time for that even. I was going to address about Bent Creek, but I'm glad we have representatives here from them, because I personally went over there and spent a long time with their liaison in their community center, but I'm glad somebody showed up from there to address that. When they talked about that stoplight going at the area where it's coming out of Pebblebrooke shopping center, I'm still puzzled how you think that's going to solve our problems trying to get out of Tuscany Cove because right now it backs up so far from the stoplight that's heading north on Collier Boulevard to either they're going to go straight ahead to go to the CVS, or they're going to turn left to go west on Immokalee, or they're going to turn right and go east on Immokalee. Now that backup's going to go even further in front of our community. We will never get out of our community, much less get across three lanes to be able to turn left to go into Pebblebrooke ourself or to be able to do a U'y to go south on Collier Boulevard like I have to do to get to work. The overhead projection that was shown earlier today with the number of units that were proposed showed only 220 units for build of the apartments. Now, I don't know -- we've always been shown 400, so it would be great if it would be 220. But we did see it up there. I know a lot of us commented about that. So I don't know where the disconnect became 400 versus 220 that was in the original plan that they had on the overhead. And also, one last thing. Talking about the impact with our congestion of traffic. When you're heading south of Immokalee Road, if you look to the east, just as we speak today, there is a huge parcel of land being cleared. We were in shock as we traveled here today that they cleared all those trees. So we know it's another gating community going there. I don't know how many people. CHAIRMAN STRAIN: It's called Twin Eagles South, and it's 853 units already platted. MS. MILLER: See? Now, what is that going to do to us and our intersections there? It's going to not only impact the intersection of Immokalee Road, but also Vanderbilt Beach Road. And even if they do put that down by the -- let's see. That would be close to -- well, it would be where the expressway overpasses Vanderbilt Beach Road. They're talking about a possible slider, to get a slider in there. I don't know where they're going to find any room to build a slider to get into there, but that's what Burt Saunders talked about on April 9th at -- CHAIRMAN STRAIN: I just don't know what a slider -- what was meant by that. MS. MILLER: He expressed it as a short little fast ramp to get onto the expressway, because he said that would help relieve some of the congestion on Immokalee Road. And there was some other place, too, in Naples, not real close to us that he talked about another slider. CHAIRMAN STRAIN: You need to stay tuned for the 16th, because our transportation planner is smiling -- COMMISSIONER SCHMITT: There they are, transportation; there they are. You can ask them. CHAIRMAN STRAIN: So we'll have answers -- some of that will be discussed, because it's going to be something else to explore to help our system. So, thank you. MS. MILLER: I think that's it. Thank you very much. CHAIRMAN STRAIN: You're welcome. Next speaker, Ray? MR. BELLOWS: Robert Banse. (No response.) MR. BELLOWS: Ronald Koldjeski? Pardon for the pronunciation there. 5.B.1 Packet Pg. 93 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 81 of 85 MR. KOLDJEKSI: Good afternoon, Mr. Strain and commission members. Thank you for the opportunity to voice this opinion today. I'm from Bent Creek. My last name is K-o-l-d-j-e-s-k-i. It's pronounced Koldjeski. I live at 9327 Woodhurst Drive in Bent Creek; been living there over a year, been in the Naples area over three years. And when Mr. Sawka, I believe his name was, he mentioned about a term we use in the real estate business called externality, which is something that's outside of our purview as homeowners. It has to deal with what happens in our neighborhood. The creation of 65-foot buildings is an externality to everybody who has single-family dwellings in Collier County and in Bent Creek and in Tuscany Cove. I don't want to get far afield here. Just as a little background, 35 years in the real estate business as a broker, as a certified appraiser, certified property evaluator, from Pennsylvania. My concern is not only traffic, but my concern is means of ingress and egress. I don't know, after sitting here all day, what map you folks have to look at because the one I looked at shows an interconnect road that goes into the residential area of the Baumgarten subdivision, and I don't think the people in the Baumgarten subdivision are going to be very happy with the people from Bent Creek going through their area, as we wouldn't be so happy with the people from Baumgarten development coming through Bent Creek. So I'm here to say a few things: One, regarding traffic. Now the road, Woodcrest Road, all the way down onto Massey Road going into Vanderbilt Road is open, and along that road there's four or five different subdivisions. There's Mockingbird, and there's Calusa Pines, and there's La Morada, and Richland, and there's the back gate to Bent Creek. So that road is getting quite a bit of traffic now. It's taking some of the traffic off Immokalee, taking some of the traffic off of Collier, but I don't think it's enough because of the subdivisions that are now in there. And I missed a couple. I'm just going off the top of my head. I'm trying to speak here not from paper but from my heart. So traffic, I think, is a problem, and I think you folks are going to do the best you can to try to address that. My other problem outside of the one I just mentioned about the externalities of the 65-foot buildings which, in appraiser's lingo, any externality that is like that in a residential single-family to a residential single-family community does potentially cause a decrease in property value. So that's another one of my concerns, and I think it's concerns of the people in Bent Creek. Finally, when I sat here all day today and listened to you acquiesce, basically, to the 100-foot setback on the southern part of the Baumgarten development, no one mentioned about the setbacks or the vegetational berm on the Bent Creek side, on the east side. I'd certainly like you to consider that also to be much more than 15 feet as well as possibly the construction of a wall and certainly a gate for ingress and egress. That's really all I have to say. Thank you again for the opportunity to express the opinion. CHAIRMAN STRAIN: Thank you, sir. Next speaker, Ray. MR. BELLOWS: The last registered speaker is Warren, and I believe it's pronounced Fratturola. MR. FRATTUROLA: I'll pass. CHAIRMAN STRAIN: And that's the last registered speaker? UNIDENTIFIED SPEAKER: No, no. MR. BELLOWS: I have been given a list of about 20 others that but with the note that they're just here attending. CHAIRMAN STRAIN: Okay. Let's assume -- let's call those out, and if those -- we'll start those first. And as we usually do, we'll see how far we can get. But we've got about 15 minutes, so those of you that want to speak, we'll try to fit as many in as we can. MR. BELLOWS: Michael Buccino. 5.B.1 Packet Pg. 94 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 82 of 85 CHAIRMAN STRAIN: Mike Buccino, if you're here and want to speak, please come on up to the front. If not, we'll move to the next one. Okay, Ray. The next one. MR. BELLOWS: Conrad Catalando? (No response.) CHAIRMAN STRAIN: Mr. Catalando, if you're here. If not, next one. MR. BELLOWS: Margaret O'Rourke? MS. O'ROURKE: Pass. CHAIRMAN STRAIN: Next one. MR. BELLOWS: Salvatore Barcia? (No response.) CHAIRMAN STRAIN: Next one. MR. BELLOWS: Robert Kortabass (phonetic)? MR. KORTABASS: Pass. CHAIRMAN STRAIN: Next one. MR. BELLOWS: George Fahmy. MR. FAHMY: Pass. MR. BELLOWS: These are the ones that they didn't want to speak. CHAIRMAN STRAIN: Usually we don't get -- we're not -- ladies and gentlemen, it's okay. We're not ignoring you. I'm just saying usually we get speakers who want to speak on speaker slips, not who don't, so that's a first. So let's start back, and whoever has not spoken who would still like to speak, let's get as many of you tonight done as we can, and we'll move on to the rest of you on the 16th. Yes, ma'am. Do you want to come up and speak? If so, come on up. MS. FAHMY: Yes, and I should be in that packet. CHAIRMAN STRAIN: That's okay. It doesn't matter. We're good. We're here to listen to you, and we'll do it whether it's registered or not. One way or another, we'll find out. MS. FAHMY: I mean, I'm just curious why my name's not in the package. CHAIRMAN STRAIN: The first thing we want to know is when we asked everybody to be sworn in, did you stand? MS. FAHMY: Yes, I did. CHAIRMAN STRAIN: Good then. Okay. MS. FAHMY: My name is Ruth Fahmy. My last name is spelled F-a-h-m-y, and I live in Tuscany Cove. And, you know, I tried to practice this, but I listened to a lot of stuff today, so I'm just going to kind of speak out, you know. I don't want to be too redundant, and I know that you have a serious concern about traffic here. So I just want to mention some of the things that had not already been said. One is we had a fatal traffic accident early this January at the intersection of Immokalee Road and Collier Boulevard. It resulted in serious injury and two facilities, a young mother and a young toddler. I don't believe that's the only fatality. I believe there was one a few years ago where the vehicle went into the parking lot by Bank of America on Collier Boulevard, and I don't know what else there is. My neighbor Linda mentioned that we had a Collier County Sheriff come out to address our community about safety. And when he was asked about traffic in Collier County, he basically reiterated what others have said, which I want to mention in a minute, that Collier Boulevard and Immokalee Road is the busiest intersection in Collier County. I know, geographically, Collier County is larger than the entire state of Rhode Island. So for this to be the busiest intersection and at the same time that the accident took place -- and it was tragic. It was heart moving for any mother, any human being. 5.B.1 Packet Pg. 95 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 83 of 85 And the articles had stated that there have been 202 accidents at the intersection of Collier Boulevard and Immokalee Road in a two-year period. So I did the math on that really quick, mainly because I kind of do math stuff with my 11-year-old grandson, so it kind of makes me want to go there sometimes. And that comes out to almost one accident every three-and-a-half days. The other things I want to mention is is that when Commissioner Saunders had his public hearing on April 9th, I think Linda said it was, and we got the pleasure of meeting Trinity back there -- I recognize her here today. And I don't know who Mr. Mike Bosi is, but I know now that this is Nancy Gundlach. We really appreciate what the people in the county are trying to do to keep this county beautiful and safe and moving well. And I called Mr. Bosi quite a while ago. I was concerned -- COMMISSIONER SCHMITT: That's him back there. MS. FAHMY: Hi. Nice to meet you -- a while back because I have a daughter who's a school teacher. She leaves Tuscany Cove, and every morning it's like she'll call and say, can you get the local news on? Was there a fatality? I have to call in. I'll be late for work. That's how much the traffic is. And I know from Ms. Trinity Scott in traffic they're going to be doing a congestion report this summer. But why is somebody going to go from Logan Boulevard to Livingston? I don't understand that. Because there's so much building goes on in the east. And when our development put together our petition letter, I think we counted nine developments. But there's so many more than that now. So I don't think -- you know, I understand why this property is very valuable to anyone, the busiest intersection in all of Collier County. But I think that that, just so much more, makes it so important for all of you to really do your homework, don't rush to approve or disapprove this. And I'm going to go back, and I'm going to say the confusion I listened to today, which map? What's the most current? What's before you? Who's got what? All of this, that's evident in all of the people's notes in Growth Management. They've been confused as to what to have as a problem or an issue or approval or resolve or go back to this exhibit or that exhibit. I think everybody's got to get on the same page. And the only thing I found disappointing from Growth Management was when Ms. Gundlach -- I think it's one of her assistants or her associates, her peers in that department, they have to do their due diligence and then fit the definition of "legally sufficient." But I'm hearing here today that you gentlemen also have to take into the definition of compatibility and complementary. So I think if you can not make this like such a tunnel vision -- here it is on the map. It's a pod -- and look at it in the whole entire bigger picture, past, present, and future, and what's going on with growth -- and I agree with my neighbor, Linda, when she said that the funding is not there for the flyover. So, I mean, I think it's nice that the developer's offering whatever if they do that, but in the meantime we still have to go to work; we have to go to the doctor; we have to go to church; we've to go to school; we have to do these things. We really need just to really weigh this out carefully, put all these great minds together, and make it be a win-win for everybody. And it's late. I'm going to tell everybody have a blessed holiday season, be it Passover, Easter, whatever, and thank you so much for your time. CHAIRMAN STRAIN: Thank you. And we have time for one more speaker. And does anybody else wish to speak tonight? Sir, come on up. MR. WALTERS: I'll be brief because what I had prepared to say has been heard before. But I just wanted to share a few things. I thank you for the time -- CHAIRMAN STRAIN: Were you sworn in earlier -- MR. WALTERS: My name is Dale Walters. CHAIRMAN STRAIN: -- when I asked everybody to rise and -- MR. WALTERS: Yes, I did. My name's Dale Walters. I live on Cortona Way, which is right there. So that's right where I'm concerned. Anyway, the Collier County Strategic Planning workshop in 2017 states, the County will focus 5.B.1 Packet Pg. 96 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 84 of 85 on growth management. Collier County will focus on ways to create and maintain communities that are vibrant, attractive, and safe. A strategic goal is to preserve and enhance the safety, quality, value, character, and heritage of our neighborhoods. The plan states that Collier County is a rapidly growing community. The county's growth is managed to prevent inconsistent, undesirable, and unattractive growth. What I've just stated came from this document of a workshop from 2017. At this time there are three home developments: Bent Creek, Richmond Park, and Romana, all of them within one-half mile to the east of the property being discussed. These communities are being developed right now. The addition of the proposed property does not seem to conform to the 2017 plan to have desirable growth within close proximity. For 43 years I have been a golf course superintendent. I take care of the Moorings Country Club in Naples. I've purchased plants at the Pelican Nursery, which is the property we're discussing, for many years, so I was quite comfortable to find that for my homesite. My wife and I, as I already pointed out, live directly behind this property, and we are of great concern because we have serenity right now on that property, and that's hopefully what we can keep. I'd like to reiterate that the county's strategic plan states that the goal is to preserve the value, the character, and heritage of our neighborhoods. We desire a significant buffer zone to be established along our border. Thank you. CHAIRMAN STRAIN: Thank you, sir. And with that, that's about as close as we're going to get to hearing everyone we can today. We are going to continue this until the May -- Joe. COMMISSIONER SCHMITT: I'm sorry, but -- we're going to continue it, but I have a request at that continuance. I would ask that the applicant bring back a representation of what they intend to propose, as best they can by that meeting, what they intend to build. We had several different renditions. And if they're going to change the bubble diagram as part of the PUD, that they coordinate with staff and we get an accurate representation for that meeting. Thank you. CHAIRMAN STRAIN: With that, this meeting will be continued to May 16th. We're going to vote on that right now. So those of you that can come back, we will have additional public input then, but we're going to go back to the style where the Planning Commission talks first, and then we go to the remaining public speakers. We've heard quite a few of you tonight. We've got some ideas, but I think a lot of your concerns and questions might be addressed in the questions that we will ask from our experience sitting on this board. So with that, is there a motion to continue this until the May 16th meeting? It will be the first item. COMMISSIONER SCHMITT: I make a motion we continue. COMMISSIONER FRY: Second. CHAIRMAN STRAIN: Is there a second? Motion made and seconded. All in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN STRAIN: Aye. COMMISSIONER HOMIAK: Aye. COMMISSIONER SCHMITT: Aye. CHAIRMAN STRAIN: Anybody opposed? (No response.) CHAIRMAN STRAIN: Motion carries 6-0. With that, we'll see everyone on that particular item on the 16th of May, and that takes us -- there's no new business listed, no old business. Is there any public comment? Any other issue? 5.B.1 Packet Pg. 97 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) April 18, 2019 Page 85 of 85 (No response.) CHAIRMAN STRAIN: Hearing none, is there a motion to adjourn? COMMISSIONER CHRZANOWSKI: Move to adjourn. CHAIRMAN STRAIN: By Stan. COMMISSIONER FRYER: Second. COMMISSIONER FRY: Second. CHAIRMAN STRAIN: Seconded by Ned. All in favor, signify by saying aye. COMMISSIONER CHRZANOWSKI: Aye. COMMISSIONER FRY: Aye. COMMISSIONER FRYER: Aye. CHAIRMAN STRAIN: Aye. COMMISSIONER HOMIAK: Aye. COMMISSIONER SCHMITT: Aye. CHAIRMAN STRAIN: We're out of here. ******* There being no further business for the good of the County, the meeting was adjourned by order of the Chair at 3:58 p.m. COLLIER COUNTY PLANNING COMMISSION _____________________________________ MARK STRAIN, CHAIRMAN ATTEST CRYSTAL K. KINZEL, CLERK OF THE CIRCUIT COURT & COMPTROLLER These minutes approved by the Board on ____________, as presented _______ or as corrected ______. TRANSCRIPT PREPARED ON BEHALF OF U.S. LEGAL SUPPORT, INC., BY TERRI LEWIS, COURT REPORTER AND NOTARY PUBLIC. 5.B.1 Packet Pg. 98 Attachment: 4-18-2019 CCPC Minutes (8809 : April 18, 2019 CCPC minutes) 05/16/2019 COLLIER COUNTY Collier County Planning Commission Item Number: 9.A.1 Item Summary: *** This item has been continued from the April 18, 2019, CCPC meeting: PL20170000768: An Ordinance of the Board of County Commissioners of Collier County, Florida amending Ordinance Number 2004-41, as amended, the Collier County Land Development Code, which established the comprehensive zoning regulations for the unincorporated area of Collier County, Florida, by amending the appropriate zoning atlas map or maps by changing the zoning classification of the herein described real property from a Rural Agricultural (A) Zoning District to a Mixed Use Planned Unit Development (MPUD) Zoning District for the project to be known as the Baumgarten MPUD, to allow construction of a maximum of 400 multifamily and/or townhouse residential dwelling units and up to 140 hotel/motel rooms and up to 370,000 square feet of commercial land uses at the southeast quadrant of Immokalee Road and Collier Boulevard, in Section 26, Township 48, Range 26, Collier County, Florida, consisting of 55.66+/- acres; and by providing an effective date. [Coordinator: Nancy Gundlach, AICP, Principal Planner] Meeting Date: 05/16/2019 Prepared by: Title: Planner, Principal – Zoning Name: Nancy Gundlach 04/25/2019 4:44 PM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 04/25/2019 4:44 PM Approved By: Review: Zoning Camden Smith Review Item Completed 04/29/2019 8:30 AM Growth Management Operations & Regulatory Management Judy Puig Review item Completed 04/29/2019 11:48 AM Zoning Ray Bellows Review Item Completed 04/30/2019 4:59 PM Zoning Michael Bosi Review item Completed 05/02/2019 9:23 AM Growth Management Operations & Regulatory Management Judy Puig Review Item Skipped 05/02/2019 1:12 PM Growth Management Department James C French Review Item Completed 05/02/2019 3:57 PM Zoning Michael Bosi Review Item Completed 05/03/2019 1:43 PM Planning Commission Mark Strain Meeting Pending 05/16/2019 9:00 AM 9.A.1 Packet Pg. 99 AGENDA ITEM 9.A.1 This item has been continued from the April 18, 2019, CCPC meeting. Attached are additional materials. PL20170000768: An Ordinance of the Board of County Commissioners of Collier County, Florida amending Ordinance Number 2004-41, as amended, the Collier County Land Development Code, which established the comprehensive zoning regulations for the unincorporated area of Collier County, Florida, by amending the appropriate zoning atlas map or maps by changing the zoning classification of the herein described real property from a Rural Agricultural (A) Zoning District to a Mixed Use Planned Unit Development (MPUD) Zoning District for the project to be known as the Baumgarten MPUD, to allow construction of a maximum of 400 multifamily and/or townhouse residential dwelling units and up to 140 hotel/motel rooms and up to 370,000 square feet of commercial land uses at the southeast quadrant of Immokalee Road and Collier Boulevard, in Section 26, Township 48, Range 26, Collier County, Florida, consisting of 55.66+/- acres; and by providing an effective date. [Coordinator: Nancy Gundlach, AICP, Principal Planner] 9.A.1.a Packet Pg. 100 Attachment: 9.A.1-PL20170000768-Baumgarten MPUD-5-16-2019 meeting-Cover Page (8783 : Baumgarten CPUD) Supplemental Memo May 3, 2019 SUPPLEMENTAL MEMORANDUM TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING DIVISION – ZONING SERVICES SECTION HEARING DATE: MAY 16, 2019 SUBJECT: PUDR-PL20170000768, BAUMGARTEN COMMERCIAL PLANNED UNIT DEVELOPMENT (CPUD) The hearing of the Baumgarten CPUD petition was not completed at its originally scheduled April 18, 2019, CCPC hearing due to a large number of public speakers. The Baumgarten CPUD petition was continued to the May 16, 2019, CCPC hearing. At the April 18, 2019, CCPC hearing, the CCPC had requested a copy of the Master Plan that was shown at the Neighborhood Information Meeting (NIM) on October 16, 2018. The CCPC had also requested copies of the Agent’s Power Point, sightlines, photographs, and Drone videos that were shown at the April 18, 2019, CCPC hearing. Attached please find copies of the documents along with Letters of Objection and a revised PUD Document that have been received after the April CCPC hearing. Attachments: - PUD Document - NIM Master Plan - Agent’s Power Point and Sightlines - Letters of Objection END OF MEMORANDUM 9.A.1.b Packet Pg. 101 Attachment: Memo to CCPC 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 1 of 19 EXHIBIT A BAUMGARTEN MPUD PERMITTED USES A maximum of 400 residential dwelling units, 370,000 square feet of gross commercial floor area and a 140 hotel/motel rooms shall be permitted within the MPUD. The uses are subject to the trip cap identified in Exhibit F, Section 4.a of this PUD. No building or structure, or part thereof, shall be erected, altered or used, or land used, in whole or in part, for other than the following: MIXED-USE: A. Principal Uses (SIC In Parenthesis): 1. Accident and Health Insurance Services (6321) 2. Accounting, Auditing and Bookkeeping Services (8721) 3. Adjustment services (7322) 4. Advertising (consultants) agencies (7311) 5. Advertising, not elsewhere classified (7319) 6. Agricultural uses (interim until first certificate of occupancy for any permitted use) (N/A) 7. Architectural services (8712) 8. Animal Hospitals (0742) 9. Auto and Home Supply Stores (5531) 10. Automotive Washing and Polishing (7542) 11. Bakeries, Retail (5461) 12. Banks, commercial: national (6021) 13. Banks, commercial: not chartered (6029) 14. Banks, commercial: state (6022) 15. Banks, savings: Federal (6035) 16. Banks, savings: not federally chartered (6036) 17. Barber Shops (7241) 18. Beauty Shops (7231) 19. Book Stores (5942) 20. Breweries (limited to a maximum of 5,000 sq. ft.) (2082) 21. Business Associations (8611) 22. Business Consulting Services, not elsewhere classified (8748) 23. Camera and Photographic Supply Stores (5946) 24. Candy, Nut and Confectionery Stores (5441) 25. Carpet and Upholstery Cleaning (7217) 9.A.1.c Packet Pg. 102 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 2 of 19 26. Civic, Social and Fraternal Associations (8641) 27. Clothing and Accessory Stores, Men's and Boy's (5611) 28. Clothing Stores, Women's (5621) 29. Collection Services (7322) 30. Commodity Contracts Brokers and Dealers (6221) 31. Commercial Art and Graphic Design (7336) 32. Commercial Photography (7335) 33. Commercial Economic, Sociological and Educational Research (8732) 34. Computer and Computer Software Stores (5734) 35. Computer Facilities Management Services (7376) 36. Computer Maintenance and Repair (7378) 37. Computer Processing and Data Preparation Services (7374) 38. Computer Programming services (7371) 39. Computer Rental and Leasing (7377) 40. Credit Reporting Services (7323) 41. Credit Unions, Federal (6061) 42. Credit Unions, State: not federally chartered (6062) 43. Dairy Products Stores (5451) 44. Data Processing Consultants (7379) 45. Dance Studios, Schools and Halls (7911) 46. Data Processing Services (7374) 47. Dental Laboratories (8072) 48. Dentist Office/Clinic (8021) 49. Department Stores (5311) 50. Direct mail advertising service (7331) 51. Direct Selling Establishments (5963) 52. Doctors - Medicine Offices and Clinics (8011) 53. Doctors - Osteopathy Offices and Clinics (8031) 54. Doctors - Chiropractors Offices and Clinics (8041) 55. Dog Grooming (0752) 56. Drapery, Curtain and Upholstery Stores (5714) 57. Drinking Places (Alcoholic Beverages); Bottle Clubs and Cabarets are not permitted (5813) 58. Drug Stores (5912) 59. Dwelling Units - Multi-family and Townhouse, above retail or office uses 60. Eating Places (5812) 61. Engineering services: industrial, civil, electrical, mechanical, marine and design (8711) 9.A.1.c Packet Pg. 103 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 3 of 19 62. Executive Offices (9111) 63. Executive and Legislative Offices Combined (9131) 64. Fire, Marine and Casualty Insurance Services (6331) 65. Florists (5992) 66. Food Stores, Miscellaneous (5411, 5499) 67. Foreign Branches and Agencies of Banks (6081) 68. Foreign Trade and International Banking Institutions (6082) 69. Funeral home or parlor (7261) 70. Garment Pressing, and Agents for Dry Cleaners (7212) 71. Gasoline Service Stations (5541) 72. General Automotive Repair Shops (7538) 73. General Government, not elsewhere classified (9199) 74. General Merchandise Stores (including warehouse clubs and discount retail superstores) (5311-5399) 75. Gift, Novelty and Souvenir Shops (5947) 76. Hair weaving or Replacement Services (7299) 77. Hardware Store (5251) 78. Health practitioners - not elsewhere classified (8049) 79. Hobby, Toy and Games Shops (5945) 80. Home health care services (8082) 81. Home Furniture and Furnishings Stores (5712 – 5719) 82. Hotels and Motels (maximum of 140 rooms within the PUD) (7011) 83. Household Appliance Stores (5722) 84. Hospital and Medical Service Plans (6324) 85. Information Retrieval Services (7375) 86. Insurance Carriers, not elsewhere classified (6399) 87. Investment Advice (6282) 88. Jewelry Stores (5944) 89. Land Subdividers and Developers (6552) 90. Landscape architects, consulting and planning (0781) 91. Laundries (Coin Operated) and Dry-cleaning (7215) 92. Legal services (8111) 93. Libraries (except regional libraries) (8231) 94. Life Insurance (6311) 95. Liquor Stores (5921) 96. Loan brokers (6163) 97. Luggage and Leather Goods Stores (5948) 9.A.1.c Packet Pg. 104 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 4 of 19 98. Lumber and Other Building Materials Dealers (including home improvement superstores) (5211) 99. Management Services (8741) 100. Management Consulting Services (8742) 101. Markets, Meat and Fish (Seafood) Markets (5421) 102. Markets, Fruit and Vegetable Markets (5431) 103. Medical Equipment Rental and Leasing (7352) 104. Medical Laboratories (8071) 105. Membership Organizations, not elsewhere classified (8699) 106. Membership Warehouse Clubs with Gas and Liquor (No SIC) 107. Miniwarehouse/self-storage (indoor only) (4225) 108. Miscellaneous amusement and recreational services not elsewhere classified. Only judo instruction, karate instruction, moped rental, motorcycle rental, rental of bicycles, scuba and skin diving instruction are permitted (7999) 109. Miscellaneous Business Credit Institutions (6159) 110. Miscellaneous Home Furnishings Stores (5719) 111. Miscellaneous personal services, not elsewhere classified excluding massage parlors, steam baths, tattoo parlors and Turkish baths. Day spas are permitted. (7299) 112. Miscellaneous Retail Stores, not elsewhere classified (5999) 113. Mortgage Bankers and Loan Correspondents (6162) 114. Motion Picture Theaters (7832) 115. Musical Instrument Stores (5736) 116. News Dealers and Newsstands (5994) 117. Nondeposit Trust Facilities (6091) 118. Optical Goods Stores (5995) 119. Optometrists - offices and clinics (8042) 120. Paint, Glass and Wallpaper Stores (5231) 121. Pension, Health and Welfare Funds (6371) 122. Personal Credit Institutions (6141) 123. Photocopying and Duplicating Services (7334) 124. Photographic Studios, Portrait (7221) 125. Photofinishing Laboratories (7384) 126. Physical Fitness Facilities (7991) 127. Podiatrists - offices and clinics (8043) 128. Political Organizations (8651) 129. Professional Membership Organizations (8621) 9.A.1.c Packet Pg. 105 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 5 of 19 130. Professional Sports Clubs and Promoters, indoor only (7941) 131. Public Relations Services (8743) 132. Radio, Television and Consumer Electronics Stores (5731) 133. Radio, Television and Publishers Advertising Representatives (7313) 134. Real Estate Agents and Managers (6531) 135. Record and Prerecorded Tape Stores; adult video rental or sales prohibited (5735) 136. Religious Organizations (8661) 137. Repair Shops and Related Services, not elsewhere classified (7699) 138. Retail Nurseries, Lawn and Garden Supply Stores (5261) 139. Secretarial and Court Reporting Services (7338) 140. Security Brokers, Dealers and Flotation Companies (6211) 141. Security and Commodity Exchanges (6231) 142. Services Allied with the Exchange of Securities or Commodities, not elsewhere classified (6289) 143. Sewing, Needlework and Piece Goods Stores (5949) 144. Shoe Repair Shops and Shoeshine Parlors (7251) 145. Short-Term Business Credit Institutions, except agricultural (6153) 146. Social Services, Individual and Family (activity centers, elderly or handicapped only; day care centers for adult and handicapped only) (8322) 147. Sporting Goods Stores and Bicycle Shops (5941) 148. Stationery Stores (5943) 149. Stores, Children's and Infants Wear (5641) 150. Stores, Family Clothing (5651) 151. Stores, Miscellaneous Apparel and Accessory (5699) 152. Stores, Shoes (5661) 153. Stores, Women's Accessory and Specialty (5632) 154. Surety Insurance (6351) 155. Surveying Services (8713) 156. Tanning Salons (7299) 157. Tax Return Preparation Services (7291) 158. Tire retreading and repair shops, tire repair only (7534) 159. Title Abstract Offices (6541) 160. Title Insurance (6361) 161. Tobacco Stores and Stands (5993) 162. Travel Agencies (no other transportation services) (4724) 163. Tutoring (8299) 9.A.1.c Packet Pg. 106 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 6 of 19 164. Used Merchandise Stores (excluding pawn shops) (5932) 165. Veterinary services for animal specialties (0742) 166. Video Tape Rental, adult video rental or sales prohibited (7841) 167. Watch, Clock and Jewelry Repair (7631) 168. Any other principal use, which is comparable in nature with the foregoing list of permitted principal uses, as determined by the Board of Zoning Appeals (“BZA”) or the Hearing Examiner. B. Accessory Uses: 1. Uses and structures that are accessory and incidental to the permitted uses within this MPUD document. 2. Water management facilities to serve the project such as lakes. 3. Open space uses and structures such as, but not limited to, boardwalks, nature trails, gazebos and picnic areas. 4. Any other accessory and related use that is determined to be comparable in nature with the foregoing uses and consistent with the permitted accessory uses of this MPUD as determined by the BZA or the Hearing Examiner. RESIDENTIAL: A. Principal Uses: 1. Dwelling Units - Multi-family and Townhouse 2. Model homes / model sales or leasing offices 3. Any other principal use, which is comparable in nature with the foregoing list of permitted principal uses, as determined by the Board of Zoning Appeals (“BZA”) or the Hearing Examiner. B. Accessory Uses: 1. Accessory uses and structures customarily associated with the principal uses permitted in this MPUD, including but not limited to garages, carports, swimming pools, spas and screen enclosures. 2. Water management facilities to serve the project such as lakes. 3. Any other accessory and related use that is determined to be comparable in nature with the foregoing uses and consistent with the permitted accessory uses of this MPUD as determined by the BZA or the Hearing Examiner. 9.A.1.c Packet Pg. 107 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 7 of 19 C. Amenity Area: 1. Principal Uses: a. Clubhouses, community administrative facilities and recreational facilities intended to serve residents and guests, including leasing and construction offices. b. Any other principal use, which is comparable in nature with the foregoing list of permitted principal uses, as determined by the Board of Zoning Appeals (“BZA”) or the Hearing Examiner. 2. Accessory Uses: a. Accessory uses and structures customarily associated with the principal uses permitted in this MPUD, including but not limited to swimming pools and spas. b. Water management facilities to serve the project such as lakes. c. Open space uses and structures such as, but not limited to, boardwalks, nature trails, gazebos and picnic areas. d. Any other accessory and related use that is determined to be comparable in nature with the foregoing uses and consistent with the permitted accessory uses of this MPUD as determined by the BZA or the Hearing Examiner. 9.A.1.c Packet Pg. 108 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 8 of 19 EXHIBIT B BAUMGARTEN MPUD DEVELOPMENT STANDARDS The tables below set forth the development standards for land uses within the Baumgarten MPUD. Standards not specifically set forth herein shall be those specified in applicable sections of the LDC in effect as of the date of approval of the SDP or subdivision plat. I. MIXED-USE: PRINCIPAL USES ACCESSORY USES MINIMUM LOT AREA 10,000 Sq. Ft. N/A AVERAGE LOT WIDTH 100 ft. N/A MINIMUM YARDS (External) From Immokalee Road ROW 25 ft. SPS From Collier Boulevard ROW 25 ft. SPS From Eastern Project Boundary 50 ft. 15 ft From Southern Project Boundary 200 ft. Minimum 200 ft. Minimum MINIMUM YARDS (Internal) Internal Drives/ROW 10 ft. 10 ft Rear 10 ft. 10 ft. Side 10 ft. 10 ft. Lakes (measured from control elevation) 25 ft. 20 ft.* Preserve 25 ft. 10 ft. MIN. DISTANCE BETWEEN STRUCTURES 1/2 the sum of building heights 10 Ft. MAXIMUM HEIGHT ZONED ACTUAL ZONED ACTUAL Retail Buildings 45 ft. 65 ft. 35 ft. 45 ft. Office Buildings and Hotel/Motel 55 ft. 65 ft. 35 ft. 45 ft. MINIMUM FLOOR AREA (ground floor) 1,000 sq. ft. ** N/A MAXIMUM GROSS COMMERCIAL AREA 370,000 sq. ft. N/A HOTEL / MOTEL 140 rooms maximum in PUD * No structure may be located closer than 20 feet to the control elevation of a lake (allowing for the required minimum 20-foot wide lake maintenance easement). ** Per principal structure. Kiosk vendor, concessions, and temporary or mobile sales structures shall be permitted to have a minimum floor area of twenty-five (25) square feet and shall be subject to the accessory structure standards set forth in the LDC. Note: Residential dwellings may be constructed above retail or office use. 9.A.1.c Packet Pg. 109 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 9 of 19 II. RESIDENTIAL: PRINCIPAL STRUCTURE *6 TOWNHOUSE (PER UNIT) MULTI-FAMILY AMENITY AREA *4 Minimum Lot Area 1,440 SF 43,560 SF N/A Minimum Lot Width 18 feet N/A N/A Minimum Lot Depth 80 feet N/A N/A Minimum Front Yard Setback 20 feet *2 20 feet *2 15 feet Minimum Side Yard Setback 0/10 feet *1 0/10 feet *1 15 feet Minimum Rear Yard Setback 15 feet 15 feet 15 feet Minimum Preserve Setback 25 feet 25 feet 25 feet Minimum PUD Boundary Setback 50 105 feet 50 105 feet 50 105 feet *5 Maximum Building Height Zoned Actual 45 feet 50 feet 55 feet 65 feet 25 feet 35 feet Minimum Distance Between Buildings 20 feet 20 feet N/A Floor Area Minimum, per unit 750 SF 684 SF N/A ACCESSORY STRUCTURES *6 Minimum Front Yard Setback *2 15 feet 15 feet 10 feet Minimum Side Yard Setback 10 feet 10 feet 10 feet Minimum Rear Yard Setback *3 10 feet 10 feet 10 feet Minimum Preserve Setback 10 feet 10 feet 10 feet Minimum PUD Boundary Setback 15 feet 15 feet 15 feet Minimum Distance Between Buildings 0/10 feet 0/10 feet N/A Maximum Height Zoned Actual 35 feet 40 feet 35 feet 40 feet 25 feet 30 feet SPS – Same as Principal Structure BH – Building Height (zoned height) *1 – Minimum separation between adjacent dwelling units, if detached, shall be 10’. *2 – Front yards shall be measured from back of curb (if curbed) or edge of pavement (if not curbed) for private streets or drives, and from ROW line for any public roadway. Single-family front entry garages shall have a 23’ setback from back of sidewalk. *3 – All landscape Buffer Easements and/or Lake Maintenance Easements shall be located within open space tracts or lake tracts and not be within a residential lot. Where a home s ite abuts a Landscape Buffer Easement or Lake Maintenance Easement within open space tracts or lake tracts, the accessory structure setback on the residential lot may be reduced to zero (0) feet where it abuts the easement. *4 – When not located in a residential building within the “R” tract. *5 – Does not apply to passive recreational uses such as trails/pathways. *6 - Community structures such as guardhouses, gatehouses, fences, walls, columns, decorative architectural features, streetscape, passive parks and access control structures shall have no required setback, except as listed below, and are permitted throughout the “R” designated areas of the PUD; however such structures shall be located such that they do not cause vehicular stacking into the road right-of-way or create site distance issues for motorists and pedestrians. 9.A.1.c Packet Pg. 110 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 10 of 19 Maximum Height for Guardhouses/Gatehouses: Zoned: 25’ Actual: 30’ Note: nothing in this MPUD Document shall be deemed to approve a deviation from the LDC unless it is expressly st ated in a list of deviations. 9.A.1.c Packet Pg. 111 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) IMMOKALEE ROAD COLLIER BLVD (951)LAKE PUD BOUNDARY RESIDENTIAL TRACT BOUNDARY 20' WIDE TYPE 'D' LANDSCAPE BUFFER 20' WIDE TYPE 'D' LANDSCAPE BUFFER 15' WIDE TYPE 'B' LANDSCAPE BUFFER 15' WIDE TYPE 'B' LANDSCAPE BUFFER 15' WIDE TYPE 'B' LANDSCAPE BUFFER GMP ACTIVITY CENTER BOUNDARY GMP ACTIVITY CENTER BOUNDARY MU R 1 R.O.W. OR ACCESS EASEMENT 1 R.O.W. OR ACCESS EASEMENT MU MU MU MU MU MU MU MU/R R.O.W. DEDICATION AREA = 1.3± AC POTENTIAL FULL INTERCONNECT WITH BENT CREEK PUD 1 POTENTIAL FULL INTERCONNECT TO TUSCANY COVE CONCEPTUAL STORMWATER OUTFALL LOCATION TO COLLIER BOULEVARD CANAL WATER MAIN STUB OUT LOCATION (SEE PUD EXHIBIT F, ITEM 3.B.) WATER MAIN STUB OUT LOCATION (SEE PUD EXHIBIT F, ITEM 3.A.) 2 3 3 3 3 3 3 3 3 RIGHT-IN ACCESS ONLY DIRECTIONAL ACCESS ONLY FULL ACCESS R R LAKE CHAIN LINK FENCE 100 LINEAL FEET CHAIN LINK FENCE 100 LINEAL FEET CHAIN LINK FENCE 100 LINEAL FEET 105' BUILDING SETBACK 105' BUILDING SETBACK GradyMinor Civil Engineers ●Land Surveyors ●Planners ●Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Q. Grady Minor and Associates, P.A. 3800 Via Del Rey Bonita Springs, Florida 34134 Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380 0 300'150' SCALE: 1" = 300' WHEN PLOTTED @ 8.5 X 11 HERITAGE BAY MPUD COMMERCIAL BENT CREEK PRESERVE PUD RESIDENTIAL TUSCANY COVE PUD RESIDENTIAL RICHLAND PUD COMMERCIAL #= DEVIATION ACTIVITY CENTER LIMITS 9.A.1.c Packet Pg. 112 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) GradyMinor Civil Engineers ●Land Surveyors ●Planners ●Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Q. Grady Minor and Associates, P.A. 3800 Via Del Rey Bonita Springs, Florida 34134 Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380 NOTES 1.THIS PLAN IS CONCEPTUAL IN NATURE AND IS SUBJECT TO MINOR MODIFICATION DUE TO AGENCY PERMITTING REQUIREMENTS. 2.THE SITE CONTAINS NO NATIVE VEGETATION COMMUNITIES AND NO ORIGINAL NATIVE TREES REMAIN; THEREFORE NO NATIVE VEGETATION PRESERVATION IS REQUIRED. 3.THE PUD WILL OUTFALL PROJECT STORMWATER TO THE COLLIER BLVD (SR 951) DRAINAGE CANAL. DEVIATIONS (APPLIES TO ENTIRE PROJECT, SEE EXHIBIT E) 1.STREET SYSTEM REQUIREMENTS AND APPENDIX B 2.DIRECTORY SIGNS 3.GROUND SIGNS SITE SUMMARY TOTAL SITE AREA: 55.66± ACRE MIXED USE (MU)20± AC (36%) MIXED USE OR RESIDENTIAL (MU/R) 14± AC (25%) RESIDENTIAL (R)10± AC (18%) AMENITY AREA (IN R AREA)0.5± AC (1%) WATER MANAGEMENT 8± AC (15%) ROW DEDICATION AREA 1.3± AC (2%) BUFFERS 1.86± AC (3%) RESIDENTIAL:MAXIMUM 400 DWELLING UNITS COMMERCIAL:MAXIMUM 370,000 S.F. HOTEL/MOTEL: MAXIMUM 140 ROOMS OPEN SPACE: REQUIRED:30% PROVIDED:30% 9.A.1.c Packet Pg. 113 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 13 of 19 EXHIBIT D BAUMGARTEN MPUD LEGAL DESCRIPTION PARCEL 1 (PARCEL NO. 00192920001): THE NW 1/4 OF THE NW 1/4, SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, LESS THE NORTH 100 FEET PREVIOUSLY CONVEYED FOR ROAD RIGHT-OF-WAY AND LESS RIGHT OF WAY DESCRIBED IN O.R. BOOK 2568, PAGE 1176 AND LESS RIGHT OF WAY DESCRIBED IN O.R. BOOK 3328, PAGE 1487, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. PARCEL 2 (PARCEL NO. 00192360001): THE WEST 60% OF THE NE 1/4 OF THE NW 1/4, SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, LESS THE NORTH 100 FEET PREVIOUSLY CONVEYED FOR ROAD RIGHT-OF-WAY AND LESS ROAD RIGHT-OF-WAY DESCRIBED IN O.R. BOOK 3328, PAGE 1487, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE ABOVE DESCRIBED LANDS BEING SUBJECT TO THE TERMS OF THAT BOUNDARY LINE AGREEMENT RECORDED IN OFFICIAL RECORD BOOK 2228, PAGE 1540, COLLIER COUNTY, FLORIDA, AND SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A TRACT OR PARCEL OF LAND LYING IN SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 26, THENCE S.89°58'37"E. ALONG THE NORTH LINE OF SAID SECTION 26, A DISTANCE OF 105.55 FEET; THENCE S.00°01'23"W. DEPARTING SAID NORTH LINE, A DISTANCE OF 136.96 FEET TO AN INTERSECTION WITH THE SOUTH RIGHT-OF-WAY LINE OF IMMOKALEE ROAD AND THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING, THENCE RUN ALONG SAID SOUTH RIGHT-OF-WAY THE FOLLOWING NINE (9) COURSES: 1. N.86°54'32"E., A DISTANCE OF 220.75 FEET, 2. S.89°58'57"E., A DISTANCE OF 585.17 FEET, 3. S.00°01'25"W., A DISTANCE OF 15.00 FEET, 4. S.89°58'25"E., A DISTANCE OF 301.91 FEET, 5. S.00°01'35"W., A DISTANCE OF 3.94 FEET, 6. S.89°58'25"E., A DISTANCE OF 89.97 FEET, 7. N.00°01'25"E., A DISTANCE OF 15.00 FEET, 8. S.88°54'04"E., A DISTANCE OF 22.92 FEET, 9. S.88°54'04"E., A DISTANCE OF 793.22 FEET; 9.A.1.c Packet Pg. 114 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 14 of 19 TO AN INTERSECTION WITH THE WEST BOUNDARY LINE OF THE PLAT OF BENT CREEK PRESERVE, AS RECORDED IN PLAT BOOK 55, PAGE 61, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE S.02°16'43"E. DEPARTING SAID SOUTH RIGHT-OF-WAY ALONG SAID WEST BOUNDARY LINE, A DISTANCE OF 1,194.23 FEET TO AN INTERSECTION WITH THE NORTH BOUNDARY LINE OF THE PLAT OF TUSCANY COVE, AS RECORDED IN PLAT BOOK 42, PAGE 15, OF SAID PUBLIC RECORDS; THENCE N.89°59'25"W. ALONG SAID NORTH LINE, A DISTANCE OF 2,013.46 FEET TO AN INTERSECTION WITH THE EAST LINE OF A 100 FOOT WIDE CANAL RIGHT - OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 12, PAGE 348, OF SAID PUBLIC RECORDS; THENCE N.02°15'50"W., ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 1,201.93 FEET TO THE POINT OF BEGINNING. PARCEL NO. 00192920001 CONTAINS 33.82 ACRES, MORE OR LESS. PARCEL NO. 00192360001 CONTAINS 21.84 ACRES, MORE OR LESS. TOTAL PARCEL CONTAINS 55.66 ACRES, MORE OR LESS. 9.A.1.c Packet Pg. 115 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 15 of 19 EXHIBIT E BAUMGARTEN MPUD DEVIATIONS FROM THE LDC DEVIATION 1: From LDC Section 6.06.01. – “Street System Requirements” and “Appendix B, Typical Street Sections and Right-of-Way Design Standards”. The LDC establishes a minimum 60-foot right of way width for local streets. This deviation proposes to instead allow for private roads within the site to be located in a 50-foot wide access easement or Right-of-Way, as shown on the Master Plan and in Exhibit E1, Deviation #1 Cross Section. DEVIATION 2: From LDC Section 5.06.04.F.3, “Directory Signs”, which requires a Directory Sign to be a maximum of 20 feet in height and a maximum of 200 square feet, to instead allow the Directory Sign located at the Collier Boulevard entrance to the MPUD to be a maximum of 25 feet in height and a maximum of 250 square feet in size. DEVIATION 3: From LDC Sections 5.06.04.F1 and 5.06.04.F.2, “Ground Signs”, which allows each outparcel to have a single ground sign along a public street, to instead allow outparcels and individual free standing uses within the MPUD to have one additional ground sign that is oriented to the internal private by-pass driveway (labeled as R.O.W or access easement on the Master Plan) that is provided for in the MPUD. 9.A.1.c Packet Pg. 116 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) 12' TRAVEL LANE 2' 6' (SOD)12' TRAVEL LANE 2' 6' (SOD) 5' CONCRETE SIDEWALK FUTURE MIXED-USE OR RESIDENTIAL DEVELOPMENT AVERAGE EXISTING GROUND ELEV = VARIES STABILIZED SUBGRADE LIMEROCK BASE ASPHALT CONCRETE 50' PRIVATE R.O.W. / ACCESS EASEMENT BAUMGARTEN MPUD 10' TYPE "D" LANDSCAPE BUFFER / PUE TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK FUTURE MIXED-USE DEVELOPMENT 10' TYPE "D" LANDSCAPE BUFFER / PUE GradyMinor Civil Engineers ●Land Surveyors ●Planners ●Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Q. Grady Minor and Associates, P.A. 3800 Via Del Rey Bonita Springs, Florida 34134 Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380 9.A.1.c Packet Pg. 117 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 17 of 19 EXHIBIT F BAUMGARTEN MPUD DEVELOPMENT COMMITMENTS 1. PUD MONITORING One entity (hereinafter the Managing Entity) shall be responsible for PUD monitoring until close-out of the PUD, and this entity shall also be responsible for satisfying all PUD commitments until close-out of the PUD. At the time of this PUD approval, the Managing Entity is BCHD Partners II, LLC, 2600 Golden Gate Parkway, Naples, FL 34105. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally binding document that needs to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff, and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to County that includes an acknowledgement of the commitments required by the PUD by the new owner and the new owner’s agreement to comply with the Commitments through the Managing Entity, but the Managing Entity shall not be relieved of its responsibility under this Section. When the PUD is closed-out, then the Managing Entity is no longer responsible for the monitoring and fulfillment of PUD commitments. 2. MISCELLANEOUS a. All other applicable state or federal permits must be obtained before commencement of the development. b. Pursuant to Section 125.022(5) F.S., 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. c. Parking lot lighting shall be dark sky compliant (flat panel, full cut off fixtures—BUG rating where U = 0) to avoid light spill onto adjacent properties. Fixtures within 50 -ft of residential properties along the PUD boundary shall be set at no higher than a 15- ft mounting height. Otherwise the site light poles shall not exceed a 25-ft mounting height. Light levels along the PUD boundary shall be limited to no more than 0.2-ft- candles along the joint property line where adjacent to residential property (i.e. not applicable to Collier Blvd and Immokalee Rd). However light levels at 9.A.1.c Packet Pg. 118 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 18 of 19 interconnections identified on the Master Plan may be standard lighting for residential development. 3. UTILITIES a. As part of the subdivision plat approval or SDP for the residential portion of the PUD, the owner shall provide a water main stub-out to the southern property line of the PUD, at the interconnect location shown on the PUD Master Plan, in a location determined by the owner and approved by the County. A County Utility Easement will be conveyed by owner to County at no cost to the County for the water main stub- out and shall be shown on the recorded plat or recorded by separate instrument prior to preliminary acceptance of utilities. The stub-out shall be sized to supply fire flow to the PUD under maximum day conditions, as required by Collier County Design Criteria in the Collier County Water-Sewer District Utilities Standards Manual, as adopted by Ordinance 2004-31, as amended, and as further amended by Resolution No. 2014-258, or its successor resolution. This stub-out will not be required if the residential tract is master metered. b. As part of the subdivision plat approval or SDP for the residential portion of the PUD, the owner shall provide a water main stub-out to the eastern property line of the PUD, at the location of the terminus of Glenforest Drive within the Bent Creek Preserve RPUD. A County Utility Easement will be conveyed by owner to County at no cost to the County for the water main stub-out and shall be shown on the recorded plat or recorded by separate instrument prior to preliminary acceptance of utilities. The stub-out shall be sized to supply fire flow to the PUD under maximum day conditions, as required by Collier County Design Criteria in the Collier County Water-Sewer District Utilities Standards Manual, as adopted by Ordinance 2004-31, as amended, and as further amended by Resolution No. 2014-258, or its successor resolution. This stub- out will not be required if the residential tract is master metered. 4. TRANSPORTATION a. The maximum net external trip generation for the PUD shall not exceed 1,159 two- way PM peak hour trips as a mixed-use commercial/residential project (internal capture and pass by trips deducted). The trips will be based on the applicable land use codes in the Institute of Transportation Engineers (ITE) Trip Generation Manual in effect at the time of application for Site Development Plan (SDP), or Plat and Construction Plan (PPL) approval. b. As a part of the first application for Site Development Plan or Plat for construction of the development an operational Transportation Impact Statement will be provided that includes the entire development (highest and best use) for review and approval by Collier County Transportation staff which will be updated/revised with each subsequent SDP or Plat application until the build-out condition is achieved. 9.A.1.c Packet Pg. 119 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) Baumgarten MPUD Exh A-F-rev10.docx May 3, 2019 Page 19 of 19 5. SPECIAL CONDITIONS a. No adult orientated sales are permitted. b. For commercial uses, outdoor music and televisions shall be limited to the areas that are a minimum of 500 feet from the southern and eastern PUD boundaries. There will be no outdoor amplified sound between the hours of 10 p.m. and 8 a.m. weekdays and 12 a.m. and 8 a.m on weekends. c. Dumpsters shall be oriented as far away from residential units as possible. d. Delivery bays shall not abut external residential development. e. Service bays related to automobile service and repair shall be located so that they do not face any external residential district within 1500 feet. f. All pole lighting located in Amenity Areas shall be limited to flat full cutoff shields. g. Residential Amenity Area – no amplified sound after 10:00 p.m. and no lighted recreational facilities, other than low illumination ground mounted light, after 10:00 p.m. h. Pedestrian and vehicular interconnection to Tuscany Cove shall be gated and six foot high, chain link fencing shall be extended 100 lineal feet on each side of the gated access prior to the first Certificate of Occupancy for the residential dwelling uni ts adjacent to the southern PUD boundary. i. 100 lineal feet of six foot high, chain link fencing shall be installed near the southwest portion of the site as shown on the Master Plan prior to the first Certificate of Occupancy for the residential dwelling units adjacent to the southern PUD boundary. 9.A.1.c Packet Pg. 120 Attachment: PUD Document - rotated .pdf 5-3-19 (8783 : Baumgarten CPUD) LAKE IMMOKALEE ROAD COLLIER BLVD (951)AMENITY LAKE PUD BOUNDARY RESIDENTIAL TRACT BOUNDARY 20' WIDE TYPE 'D' LANDSCAPE BUFFER 20' WIDE TYPE 'D' LANDSCAPE BUFFER 15' WIDE TYPE 'B' LANDSCAPE BUFFER 15' WIDE TYPE 'B' LANDSCAPE BUFFER 15' WIDE TYPE 'B' LANDSCAPE BUFFER ACTIVITY CENTER BOUNDARY ACTIVITY CENTER BOUNDARY C C/R R R 1 A E1 R.O.W. OR ACCESS EASEMENT 1 R.O.W. OR ACCESS EASEMENT C C C C C C C C R.O.W. DEDICATION AREA = 1.3± AC POTENTIAL INTERCONNECT WITH BENT CREEK PUD1 POTENTIAL EGRESS FROM TUSCANY COVE PUD TO BAUMGARTEN PUD CONCEPTUAL STORMWATER OUTFALL LOCATION TO COLLIER BOULEVARD CANAL GradyMinor Civil Engineers ●Land Surveyors ●Planners ●Landscape Architects Cert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Q. Grady Minor and Associates, P.A. 3800 Via Del Rey Bonita Springs, Florida 34134 Bonita Springs: 239.947.1144 www.GradyMinor.com Fort Myers: 239.690.4380 0 300'150' SCALE: 1" = 300' WHEN PLOTTED @ 8.5 X 11 HERITAGE BAY MPUD COMMERCIAL BENT CREEK PRESERVE PUD RESIDENTIAL TUSCANY COVE PUD RESIDENTIAL RICHLAND PUD COMMERCIAL #= DEVIATION ACTIVITY CENTER LIMITS POTENTIAL WELL SITE 9.A.1.d Packet Pg. 121 Attachment: NIM Master Plan - 10-16-2019 NIM (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 122 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 123 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 124 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 5000'COLLIER BLVDIMMOKALEE ROAD I-75LOGAN BLVD NORTHVANDERBILT COUNTRY CLUB THE GOLF LODGE AT THE QUARRY THE CLUB AT OLDE CYPRESS QUAIL CREEK COUNTRY CLUB QUAIL VILLAGE GOLF CLUB VANDERBILT BEACH ROAD VINEYARDS COUNTRY CLUB ARROWHEAD GOLF COURSE OAKRIDGE MIDDLE SCHOOL ESPLANADE GOLF AND COUNTRY CLUB SCALE: 1" = 2000' THE GOLF LODGE AT THE QUARRY COLLIER BLVDIMMOKALEE ROAD VANDERBILT COUNTRY CLUB OAKRIDGE MIDDLE SCHOOL ESPLANADE GOLF AND COUNTRY CLUB PLAN TITLE: SHEET INDEX:[Save Date: 4/11/2019 5:30:53 PM] [Saved By: SSammons] [Plot Date: 4/15/2019 9:10:15 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-CV.dwg]CODE MINIMUM LANDSCAPE AND IRRIGATION PLAN FOR FOUNDERS' SQUARE PART OF SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA OWNER/DEVELOPER BCHD PARTNERS II, LLC 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105 (239) 262-2600 LEGAL DESCRIPTION: VICINITY MAP LOCATION MAP BUILDING SUMMARY: FOUNDERS' SQUARE CODE MINIMUM PLANS REVISIONS: NOTES: 004 SET NUMBER: SHEET TITLE: COVER SHEET PROFESSIONAL SEALS: LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: STEVE SAMMONS LA0001394 PROJECT LOCATION SITE LOCATION CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: Always call 811 two full business days before you dig to have underground utilities located and marked. SHEET ID: DESIGN TEAM: DRAWN BY: FILE DATE: FILE NUMBER: PROJECT FILE INFORMATION: STEVE SAMMONS P-BCHD-002-004-CV APRIL 2019 L-1P-BCHD-002 REV. NO.DESCRIPTION SHEETS AFFECTED DATE PROJECT NUMBER: SHEET INDEX SHEET NO. SHEET_ ID SHEET TITLE SHEET REV 01 L-1 COVER SHEET 0 02 L-2 CODE MINIMUM LANDSCAPE PLAN (A)0 03 L-3 CODE MINIMUM LANDSCAPE PLAN (B)0 04 L-4 CODE MINIMUM LANDSCAPE PLAN (C)0 05 L-5 CODE MINIMUM LANDSCAPE PLAN (D)0 06 L-6 CODE MINIMUM NOTES AND DETAILS 0 07 IR-1 CODE MINIMUM IRRIGATION PLAN (A)0 08 IR-2 CODE MINIMUM IRRIGATION PLAN (B)0 09 IR-3 CODE MINIMUM IRRIGATION PLAN (C)0 10 IR-4 CODE MINIMUM IRRIGATION PLAN (D)0 9.A.1.e Packet Pg. 125 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16"FM16"FM 18"FM18"FMTTT TTTTSCALE:1" = 40'MATCH LINE - SEE SHEET L-3MATCH LINE - SEE SHEET L-4 FUTURE COMMERCIAL DEVELOPMENT COLLIER BOULEVARDIMMOKALEE ROAD BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT 20' WIDE TYPE D BUFFER ALONG RIGHT OF WAY TREES 30' O.C. NOTE: WHEN OUTPARCELS ARE DEVELOPED, DOUBLE ROW HEDGES WILL BE ADDED WHERE ADJACENT TO VEHICULAR AREAS. 20' WIDE TYPE D BUFFER ALONG RIGHT OF WAY TREES 30' O.C. NOTE: WHEN OUTPARCELS ARE DEVELOPED, DOUBLE ROW HEDGES WILL BE ADDED WHERE ADJACENT TO VEHICULAR AREAS. BTBT BT BT BT BT BT BT BT BT BT BT BT BT BT PROPERTY BOUNDARY PROPERTY BOUNDARY SIGN SIGN FUTURE COMMERCIAL DEVELOPMENT FUTURE COMMERCIAL DEVELOPMENT 00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-L2 L-2 02 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM LANDSCAPE PLAN (A) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/11/2019 3:39:17 PM] [Saved By: SSammons] [Plot Date: 4/15/2019 9:10:21 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-L2.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 126 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T T T T FD TSCALE:1" = 40'MATCH LINE - SEE SHEET L-2MATCH LINE - SEE SHEET L-5 IMMOKALEE ROAD BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT 20' WIDE TYPE D BUFFER ALONG RIGHT OF WAY TREES 30' O.C. NOTE: WHEN OUTPARCELS ARE DEVELOPED, DOUBLE ROW HEDGES WILL BE ADDED WHERE ADJACENT TO VEHICULAR AREAS. BT BT BT 15' WIDE TYPE B BUFFER ALONG SINGLE FAMILY RESIDENTIAL -TREES 25' O.C. AND 5' HEDGE SPB 348 BS 68 BT BENT CREEK SINGLE FAMILY RESIDENTIAL RPUD PROPERTY BOUNDARY PROPERTY BOUNDARY SIGN BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT FUTURE COMMERCIAL DEVELOPMENT FUTURE MULTI FAMILY DEVELOPMENT 00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-L3 L-3 03 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM LANDSCAPE PLAN (B) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/2/2019 3:20:16 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:10:28 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-L3.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 127 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TTTA X X X X X X X X X A MATCH LINE - SEE SHEET L-5MATCH LINE - SEE SHEET L-2 SCALE:1" = 40'LAKELAKE TUSCANY COVE SINGLE FAMILY RESIDENTIAL PUDCOLLIER BOULEVARDBT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BT 20' WIDE TYPE D BUFFER ALONG RIGHT OF WAY TREES 30' O.C. NOTE: WHEN OUTPARCELS ARE DEVELOPED, DOUBLE ROW HEDGES WILL BE ADDED WHERE ADJACENT TO VEHICULAR AREAS. SPB 1838 BS 358 15' WIDE TYPE B BUFFER ALONG SINGLE FAMILY RESIDENTIAL -TREES 25' O.C. AND 5' HEDGE SPB 170 SPB 202 PROPERTY BOUNDARY PROPERTY BOUNDARY BT SIGN FUTURE MULTI FAMILY DEVELOPMENT 45 GREEN BUTTONWOOD AT 5' HT. 00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-L4 L-4 04 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM LANDSCAPE PLAN (C) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/2/2019 3:18:21 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:10:34 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-L4.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 128 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MATCH LINE - SEE SHEET L-4MATCH LINE - SEE SHEET L-3 SCALE:1" = 40'LAKE BENT CREEK SINGLE FAMILY RESIDENTIAL RPUD BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT BTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBT SPB 619 ELE 967 SCI 1171 SPB 1722 BS 210 15' WIDE TYPE B BUFFER ALONG SINGLE FAMILY RESIDENTIAL -TREES 25' O.C. AND 5' HEDGE BS 124 TUSCANY COVE SINGLE FAMILY RESIDENTIAL PUD FUTURE MULTI FAMILY DEVELOPMENT 15' WIDE TYPE B BUFFER ALONG SINGLE FAMILY RESIDENTIAL -TREES 25' O.C. AND 5' HEDGE SPB 1005 PROPERTY BOUNDARY 00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-L5 L-5 05 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM LANDSCAPE PLAN (D) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/2/2019 3:17:59 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:10:41 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-L5.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 129 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 3" min. NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS PRIOR TO INSTALLATION. 2" NYLON STRAPPING- WRAPPED 360 D AROUND TRUNK BEFORE TYING- WRAP @ LATERAL BRANCH @ MINIMUM 4'-6' HT. 2" MULCH AS SPECIFIED MIN.24" FROM TRUNK BERM SOIL TO HOLD WATER 2" X 4" X 3' STAKES BURIED 3" BELOW FINISHED GRADE. FINISHED GRADE - SOD CONDITION (SEE GRADING PLAN) 120° 120° 120° plan 2" MINIMUM OF MULCH 4" min. NOTE: CONTRACTOR SHALL ASSURE PERCOLATION OF ALL PLANTING PITS/BEDS PRIOR TO INSTALLATION. NOTE: PLANT MATERIAL SHALL BE PLANTED 2" HIGH WITH SOIL MOUNDING UP TO THE TOP OF ROOT BALL. FINISHED GRADE Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/15/2019 9:07:44 AM] [Saved By: SSammons] [Plot Date: 4/15/2019 9:10:42 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-L6.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 P-BCHD-002-004 P-BCHD-002-004-L6 L-6 06 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM NOTES AND DETAILS LANDSCAPE NOTES 1.QUALITY: PLANT MATERIALS USED TO MEET THE REQUIREMENTS OF THIS PLAN SHALL MEET THE STANDARDS FOR FLORIDA NO. 1 OR BETTER AS SET OUT IN GRADES AND STANDARDS FOR NURSERY PLANTS, PART I AND PART II, DEPARTMENT OF AGRICULTURE, STATE OF FLORIDA (AS AMENDED). ROOT BALL SIZES ON ALL TRANSPLANTED MATERIAL SHALL ALSO MEET STATE STANDARDS. 2.ALL PLANT MATERIAL SHALL BE INSTALLED ACCORDING TO ESTABLISHED HORTICULTURAL METHODS AND STANDARDS. 3.TREE SPECIES LISTED IN THE PLANT LEGEND MAY BE INTERCHANGED IN LOCATION AS LONG AS MINIMUM HEIGHT REQUIREMENTS AND NATIVE PERCENTAGES ARE MET. 4.THIS PLANTING PLAN IS FOR THE PURPOSES OF REVIEW BY COLLIER COUNTY, AND IS SCHEMATIC IN NATURE INTENDED TO SET MINIMUM COUNTY REQUIREMENTS FOR THE PROJECT. COMPLETE LANDSCAPE AND IRRIGATION CONSTRUCTION DOCUMENTS MAY BE PREPARED BY OTHERS BUT MUST INCORPORATE THESE STANDARDS AT A MINIMUM. 5.EXOTIC VEGETATION AS DEFINED BY THE COLLIER COUNTY LAND DEVELOPMENT CODE SHALL BE REMOVED FROM THE SITE AND SUBSEQUENT ANNUAL EXOTIC REMOVAL (IN PERPETUITY) SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. 6.VEGETATION TO REMAIN SHALL BE PROTECTED WITH APPROVED BARRICADING (SEE CIVIL PLANS) AND BARRICADING WILL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 7.ALL PLANTS TO BE ARRANGED IN STAGGERED ROWS UNLESS OTHERWISE NOTED ON THE PLANS. 8.PARKING LOT/POLE LIGHTING SHALL BE LOCATED A MINIMUM OF 12.5' FROM THE TRUNK OF A TREE PER COLLIER COUNTY CODE. 9.PLANT SPECIFICATIONS (HEIGHT, SPREAD ETC.) SHALL MEET MINIMUM COUNTY REQUIREMENTS UNLESS OTHERWISE SPECIFIED. MULCH TYPE MAY VARY BUT WILL NOT EXCEED 25% CYPRESS IN VOLUME. 10.ALL EXPOSED EARTH SHALL BE COVERED WITH SOD, HYDROSEED AND/OR MULCH. 11.ROOT BARRIERS ARE REQUIRED WHEN LARGE CANOPY TREES/PALMS (LIVE OAKS, ROYAL PALMS) ARE WITHIN 15' OF A BUILDING OR 10' OF A SIDEWALK OR PAVED AREA AND SHALL RUN PARALLEL WITH PAVED AREA OR BUILDING TO A DISTANCE 20' OUT EITHER DIRECTION FROM THE TRUNK. ROOT BARRIERS SHALL BE A MINIMUM OF 18" DEEP AND SHALL EXTEND UP TO FINISHED GRADE. ROOT BARRIER PRODUCTS SHALL BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT AND INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS. BUFFER REQUIREMENTS (4.06.02) COLLIER COUNTY CODE REQUIREMENTS North buffer Commercial to ROW (Immokalee Road) 20' wide Type D buffer with trees 30' OC -1741 LF / 30' = 58 trees required; 58 trees provided -Note: when outparcels are developed, double row hedges will be added where adjacent to vehicular areas. West buffer Commercial to ROW (Collier Boulevard) 20' wide Type D buffer with trees 30' OC - 1022 LF / 30' = 34 trees required; 34 trees provided - Note: When outparcels are developed, double row hedges will be added where adjacent to vehicular areas. East buffer Commercial to Single Family Residential (Bent Creek) 15' wide Type B buffer with trees 25' OC and 5' ht. single row hedge (4' on center) - 1110 LF / 25' = 44 trees required; 44 trees provided -1110 LF / 4' = 278 shrubs at 5' ht. required; 278 shrubs provided South buffer Commercial to Single Family Residential (Tuscany Cove) 15' wide Type B buffer with trees 25' OC and 5' ht. single row hedge (4' on center) - 1925 LF / 25' = 77 trees required; 77 trees provided - 1925 LF / 4' = 482 shrubs at 5' ht. required; 482 shrubs provided SUGGESTED WETLAND SPECIES PLANTING LIST* AVAILABILITY OF STOCK. * PLANTED SPECIES MAY DEVIATE FROM THOSE LISTED DEPENDING UPON SITE CONDITIONS AND FLOODING DURATION (MONTHS) MAXIMUM WATER DEPTH (FEET) SCIENTIFIC NAME COMMON NAME PLANTING ZONE (D)Button Bush Cephalanthus occidentalis Shallow Red Maple Acer rubrum <0.2-0.5 0-8.5 Sweet Bay Magnolia virginiana 0-8.5 Cordgrass Spartina spp.<0.2-0.8 2.5-8.5 Swamp lily Crinum americanum <0.2-0.8 2.5-8.5 Pop Ash Fravinus caroliniana (C)Rushes Juncus spp.<0.2-0.8 6-12 Mid Blue Flag Iris virginica 0.2-0.8 Canna Lilies Canna spp.0.2-0.8 Pond Apple Annona glabra Cypresses Taxodium spp.<0.2-3.3 3.5-12 (B)Pickerelweeds Pontederia spp.0.3-0.8 8.5-12 Mid-Deep Sawgrass Cladium jamaicense 0.3-0.8 Spikerushes Eleocharis spp.<0.2-1.7 6-12 Arrowheads Sagittaria spp.0.7-1.7 6-12 Jointed Flat Sedge Cyperus articulatus 1.5-2.5 Cypresses Taxodium spp.<0.2-3.3 3.5-12 (A)Cypresses Taxodium spp.<0.2-3.3 3.5-12 Deep Giant Bullrush Scirpus spp.0.3-5.0 9-12 NATIVE REQUIREMENTS (4.06.05.D.1) -75% of trees required to be native -214 trees x 75% = 161 native trees required (Sabal Palms 3:1) -35% of shrubs required to be native REQUIRED SPECIES MIX (4.06.05.D.3) -Total trees required = 214 -Minimum number of tree species required = 5 -Number of species provided = 5 minimum 9.A.1.e Packet Pg. 130 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 16"FM16"FM 18"FM18"FMTTT TTTTLEGEND IRRIGATION MAIN LINE, REFERENCE CIVIL DRAWINGS SECONDARY LINE, CLASS 200, SIZE BY CONTRACTOR SCHEDULE 40 PVC SLEEVES IRRIGATION VALVE CW WATER SOURCE, AUTOMATIC IRRIGATION CONTROLLER AND RAIN SENSOR R IRRIGATION MAIN LINE SIZE TBD IRRIGATION SUB-MAIN SIZE TBD VALVES FUTURE COMMERCIAL DEVELOPMENT FUTURE COMMERCIAL DEVELOPMENT FUTURE COMMERCIAL DEVELOPMENT MATCH LINE - SEE SHEET IR-2MATCH LINE - SEE SHEET IR-3 SCALE:1" = 40'00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-IR1 IR-1 07 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM IRRIGATION PLAN (A) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/9/2019 3:02:10 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:10:48 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-IR1.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 131 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X T T T T T FD TLEGEND IRRIGATION MAIN LINE, REFERENCE CIVIL DRAWINGS SECONDARY LINE, CLASS 200, SIZE BY CONTRACTOR SCHEDULE 40 PVC SLEEVES IRRIGATION VALVE CW WATER SOURCE, AUTOMATIC IRRIGATION CONTROLLER AND RAIN SENSOR R IRRIGATION SUB-MAIN SIZE TBD IRRIGATION MAIN LINE SIZE TBD VALVES FUTURE COMMERCIAL DEVELOPMENT FUTURE MULTI FAMILY DEVELOPMENT SCALE:1" = 40'SCALE:1" = 40'MATCH LINE - SEE SHEET IR-1MATCH LINE - SEE SHEET IR-4 00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-IR2 IR-2 08 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM IRRIGATION PLAN (B) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/9/2019 2:40:03 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:10:54 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-IR2.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 132 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TTTA X X X X X X X X X A LEGEND IRRIGATION MAIN LINE SECONDARY LINE, CLASS 200, SIZE BY CONTRACTOR SCHEDULE 40 PVC SLEEVES IRRIGATION VALVE CW WATER SOURCE, AUTOMATIC IRRIGATION CONTROLLER AND RAIN SENSOR R IRRIGATION MAIN LINE SIZE TBD IRRIGATION SUB-MAIN SIZE TBD CW R VALVES LOCATION OF WELL WATER SOURCE, CONTROLLER AND RAIN SENSOR FUTURE COMMERCIAL DEVELOPMENT FUTURE MULTI FAMILY DEVELOPMENT LAKE LAKE MATCH LINE - SEE SHEET IR-4MATCH LINE - SEE SHEET IR-1 SCALE:1" = 40'00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-IR3 IR-3 09 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM IRRIGATION PLAN (C) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/9/2019 2:37:07 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:11:00 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-IR3.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. 9.A.1.e Packet Pg. 133 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X LEGEND IRRIGATION MAIN LINE, REFERENCE CIVIL DRAWINGS SECONDARY LINE, CLASS 200, SIZE BY CONTRACTOR SCHEDULE 40 PVC SLEEVES IRRIGATION VALVE CW WATER SOURCE, AUTOMATIC IRRIGATION CONTROLLER AND RAIN SENSOR R IRRIGATION SUB-MAIN SIZE TBD IRRIGATION MAIN LINE SIZE TBD VALVES FUTURE MULTI FAMILY DEVELOPMENT LAKE MATCH LINE - SEE SHEET IR-3MATCH LINE - SEE SHEET IR-2 SCALE:1" = 40'00 20'40'80' NORTH No:Revision:Date: STEVE SAMMONS LA0001394 STEVE SAMMONS STEVE SAMMONS APRIL 2019 1" = 40' P-BCHD-002-004 P-BCHD-002-004-IR4 IR-4 10 10 BCHD PARTNERS II, LLC FOUNDERS' SQUARE CODE MINIMUM IRRIGATION PLAN (D) Sheet Number:of File Number: Project Number: Horizontal Scale: Date: Drawn by: Designed by: B 1 1 E D C A 2 2 3 3 4 4 5 5 6 6 LANDSCAPE ARCHITECT: FLORIDA LICENSE NUMBER: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PROJECT: SHEET TITLE: PREPARED FOR: REVISIONS: GRAPHIC SCALE: PROFESSIONAL SEALS:[Save Date: 4/9/2019 2:39:41 PM] [Saved By: katie] [Plot Date: 4/15/2019 9:11:06 AM] [Plotted By: Steve Sammons] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-LA\Active\CodeMin\Sheet_Files\P-BCHD-002-004-IR4.dwg]VERIFY ALL DIMENSIONS SHOWN ON THESE DRAWINGS TO CONFIRM PROPER SCALE PRIOR CONSTRUCTION. REPORT ANY ERRORS OR OMISSIONS TO PENINSULA ENGINEERING. IRRIGATION NOTES 1.OWNER WILL PROVIDE FULLY AUTOMATIC IRRIGATION SYSTEM WITH A CONTROLLER AND APPLICABLE MOISTURE (RAIN) SENSOR LOCATED TO RECEIVE DIRECT RAINFALL. 2.ALL CODE REQUIRED PLANTING SHALL HAVE 100% FULL HEAD TO HEAD COVERAGE WITH IRRIGATION. 3.NUMBER AND LOCATION OF VALVES MAY VARY. 4.THIS IRRIGATION PLAN IS SCHEMATIC IN NATURE AND INTENDED FOR THE COUNTY APPROVAL PROCESS ONLY, NOT FOR CONSTRUCTION. IF FULL IRRIGATION DESIGN IS DESIRED, DETAILED IRRIGATION PLANS WILL BE NECESSARY. 5.VALVE SIZING, DETAILING AND MAIN LINE ROUTING MAY BE ADJUSTED BY OWNER TO ACCOMMODATE THE NEEDS OF THE LANDSCAPE DESIGN. 6.OWNER MAY CHOOSE TO USE DRIP, BUBBLERS, OR SPRAY IRRIGATION IN SHRUB BEDS. 7.THE IRRIGATION SYSTEM WILL OPERATE WITH SEPARATE VALVE ZONES FOR TURF AREAS AND SHRUB PLANTING AREAS. THE CONTROLLER WILL BE SET TO OPERATE APPROPRIATE RUN TIMES FOR THE VARIOUS ZONES AND THEIR REQUIRED PRECIPITATION NEEDS IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES FOR FLORIDA LANDSCAPES. 8.THE IRRIGATION SYSTEM WILL BE DESIGNED TO MINIMIZE THE APPLICATION OF WATER TO IMPERVIOUS AREAS, ADJACENT PROPERTIES AND EXISTING VEGETATION. 9.A.1.e Packet Pg. 134 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 135 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 5000'COLLIER BLVDIMMOKALEE ROAD I-75LOGAN BLVD NORTHVANDERBILT COUNTRY CLUB THE GOLF LODGE AT THE QUARRY THE CLUB AT OLDE CYPRESS QUAIL CREEK COUNTRY CLUB QUAIL VILLAGE GOLF CLUB VANDERBILT BEACH ROAD VINEYARDS COUNTRY CLUB ARROWHEAD GOLF COURSE OAKRIDGE MIDDLE SCHOOL ESPLANADE GOLF AND COUNTRY CLUB SCALE:1" = 2000'THE GOLF LODGE AT THE QUARRY COLLIER BLVDIMMOKALEE ROAD VANDERBILT COUNTRY CLUB OAKRIDGE MIDDLE SCHOOL ESPLANADE GOLF AND COUNTRY CLUB PLAN TITLE: SHEET INDEX:[Save Date: 2/8/2019 8:33:17 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:56:56 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-001CV.dwg]LEGAL DESCRIPTION:BUILDING SUMMARY: P-BCHD-002 PELICAN NURSERY REVISIONS: CONSULTANTS: PROJECT NUMBER: 002 SET NUMBER: REV. NO.DESCRIPTION DATE SHEET TITLE: COVER SHEET PROFESSIONAL SEALS: PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: DAN WATERS, P.E. 60746 PROJECT INFORMATION: DRI Name: FOLIO Number: AR Number: SFWMD ERP Number: PUD Ordinances Number: Zoning: Zoning (North): Zoning (South): Zoning (East): Zoning (West): 00192920001, 00192360001 N/A PUD PUD RPUD RPUD PUD DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PROJECT: Always call 811 two full business days before you dig to have underground utilities located and marked. C-001 SHEET ID:PR O FESSIONA L E N GINEERLIC ENSE FLORI D ADAN IE L F . WATER S STATE OF No. 60746 ENVIRONMENTAL RESOURCE PERMIT PLANS FOR PELICAN NURSERY PART OF SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA OWNER/DEVELOPER BCHD PARTNERS II, LLC 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105 (239) 262-2600 VICINITY MAPVICINITY MAP LOCATION MAP SITE LOCATION PROJECT LOCATION ENVIRONMENTAL RESOURCE PERMIT PLANS DESIGN TEAM: PROJECT ENGINEER: PROJECT DESIGNER: DRAWING BY: PROJECT SURVEYOR: PROJECT MANAGER: FILE DATE: FILE NUMBER: PROJECT FILE INFORMATION: DAN WATERS, P.E. DAN WATERS, P.E. ALEJANDRO AVILA ALEJANDRO AVILA LANCE MILLER, PSM P-BCHD-002-002-001CV FEBRUARY 2019 SHEET INDEX SHEET NO. SHEET ID SHEET TITLE SHEET REV 01 C-001 COVER SHEET 0 02 C-101 AERIAL AND CLEARING LIMITS AND FLUCCS MAP 0 03 C-111 MASTER PAVING AND DRAINAGE PLAN 0 04 C-121 SITE PLAN (A)0 05 C-122 SITE PLAN (B)0 06 C-123 SITE PLAN (C)0 07 C-124 SITE PLAN (D)0 08 C-125 OFFSITE IMPROVEMENT PLAN 0 09 C-301 CROSS SECTION MAP AND CROSS SECTIONS 0 10 C-302 CROSS SECTION MAP AND CROSS SECTIONS 0 11 C-501 PAVING DETAILS 0 12 C-502 DRAINAGE DETAILS 0 13 C-701 NPDES DISCHARGE CONTROL PLAN AND DETAILS 0 PARCEL 1 (PARCEL NO. 00192920001): THE NW 1/4 OF THE NW 1/4, SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, LESS THE NORTH 100 FEET PREVIOUSLY CONVEYED FOR ROAD RIGHT-OF-WAY AND LESS RIGHT OF WAY DESCRIBED IN O.R. BOOK 2568, PAGE 1176 AND LESS RIGHT OF WAY DESCRIBED IN O.R. BOOK 3328, PAGE 1487, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. PARCEL 2 (PARCEL NO. 00192360001): THE WEST 60% OF THE NE 1/4 OF THE NW 1/4, SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, LESS THE NORTH 100 FEET PREVIOUSLY CONVEYED FOR ROAD RIGHT-OF-WAY AND LESS ROAD RIGHT-OF-WAY DESCRIBED IN O.R. BOOK 3328, PAGE 1487, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE ABOVE DESCRIBED LANDS BEING SUBJECT TO THE TERMS OF THAT BOUNDARY LINE AGREEMENT RECORDED IN OFFICIAL RECORD BOOK 2228, PAGE 1540, COLLIER COUNTY, FLORIDA, AND SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A TRACT OR PARCEL OF LAND LYING IN SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 26, THENCE S.89°58'37"E. ALONG THE NORTH LINE OF SAID SECTION 26, A DISTANCE OF 105.55 FEET; THENCE S.00°01'23"W. DEPARTING SAID NORTH LINE, A DISTANCE OF 136.96 FEET TO AN INTERSECTION WITH THE SOUTH RIGHT-OF-WAY LINE OF IMMOKALEE ROAD AND THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING, THENCE RUN ALONG SAID SOUTH RIGHT-OF-WAY THE FOLLOWING NINE (9) COURSES: 1.N.86°54'32"E., A DISTANCE OF 220.75 FEET, 2.S.89°58'57"E., A DISTANCE OF 585.17 FEET, 3.S.00°01'25"W., A DISTANCE OF 15.00 FEET, 4.S.89°58'25"E., A DISTANCE OF 301.91 FEET, 5.S.00°01'35"W., A DISTANCE OF 3.94 FEET, 6.S.89°58'25"E., A DISTANCE OF 89.97 FEET, 7.N.00°01'25"E., A DISTANCE OF 15.00 FEET, 8.S.88°54'04"E., A DISTANCE OF 22.92 FEET, 9.S.88°54'04"E., A DISTANCE OF 793.22 FEET; TO AN INTERSECTION WITH THE WEST BOUNDARY LINE OF THE PLAT OF BENT CREEK PRESERVE, AS RECORDED IN PLAT BOOK 55, PAGE 61, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE S.02°16'43"E. DEPARTING SAID SOUTH RIGHT-OF-WAY ALONG SAID WEST BOUNDARY LINE, A DISTANCE OF 1,194.23 FEET TO AN INTERSECTION WITH THE NORTH BOUNDARY LINE OF THE PLAT OF TUSCANY COVE, AS RECORDED IN PLAT BOOK 42, PAGE 15, OF SAID PUBLIC RECORDS; THENCE N.89°59'25"W. ALONG SAID NORTH LINE, A DISTANCE OF 2,013.46 FEET TO AN INTERSECTION WITH THE EAST LINE OF A 100 FOOT WIDE CANAL RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 12, PAGE 348, OF SAID PUBLIC RECORDS; THENCE N.02°15'50"W., ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 1,201.93 FEET TO THE POINT OF BEGINNING. 9.A.1.e Packet Pg. 136 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.8915.9411.2411.4612.0011.9811.5611.5211.2611.4511.5811.9811.4911.5111.4912.0711.9212.9713.2012.5512.1312.0812.5112.7812.5712.2911.9911.8813.1212.9512.1413.0711.8812.0811.7611.8812.0712.0211.9111.7812.3812.5612.0912.6711.9611.8111.6011.8511.9211.9312.2912.0012.1812.4612.1611.7812.0213.0511.0610.1410.3914.6312.3512.3414.4511.1210.8011.3817.1411.7712.3217.1911.4610.4511.6214.3712.2212.2014.1011.1110.6611.6515.6613.3412.8115.5311.1010.7110.9714.3511.9512.0212.2412.5612.0912.0412.0214.1614.2714.4114.4514.4114.3114.2714.5614.1914.2611.1912.9413.3012.716.7213.8512.7811.9711.4811.5313.857.3312.1012.7011.7711.4311.8613.0912.617.166.8813.1911.4611.3013.877.5011.8812.6511.6612.2813.217.276.7714.5311.9012.1912.2512.6415.167.1212.8413.4412.3911.1412.8712.247.226.8514.2813.3811.6312.3213.997.3712.1412.6111.3011.0112.1012.157.207.1817.8612.1612.3911.0411.3314.206.677.0012.6412.8712.5311.3711.8712.8612.9612.326.926.7213.8211.3411.1711.5511.8415.096.066.9413.4714.1213.8212.3913.0013.716.716.3314.8912.2511.8011.2611.3914.157.087.1313.0013.1412.1114.2212.9613.1915.6211.7012.5015.4012.5112.0012.9115.5416.5013.3613.6312.4712.6616.5114.8315.9112.2912.748.7612.6911.9311.9012.548.6115.718.4112.4411.5811.4012.398.5815.6410.6915.4214.9415.5715.9216.0215.4315.4615.2315.2015.3615.3815.6515.4215.6214.9415.0115.4215.7515.6415.3615.889.4215.3714.6812.7712.5011.9011.5314.3814.2314.4713.6710.7016.4710.8814.5715.5514.5512.8210.8115.0113.4712.4816.5615.7515.4512.7512.6812.6712.4913.2913.2511.2011.1519.2920.6219.3420.5920.6319.2619.0920.6313.4513.3840.9441.0416.0116.3116.6716.6715.7215.5315.4415.3214.5915.5315.5015.5815.4614.5615.0014.5414.7314.8912.8512.3812.4212.4112.0012.0211.8812.0713.3115.0515.3914.0612.6311.8411.7712.1712.2112.4312.7313.2113.6413.4013.3512.6512.7813.0313.5113.4013.4313.4313.8613.4817.1612.5612.9613.1813.1413.0313.2012.7713.4912.9613.1313.2513.4619.6421.0818.7212.2712.1912.1312.5414.6413.7412.6211.6011.56SCALE:1" = 200' X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 1.27 ACRES X X X X COLLIER BLVD(SFWMD ERP NO. 11-02513-P)(C.E.= 11.20 NAVD-FT)CVS PHARMACY BENT CREEK (SFWMD ERP NO. 11-02081-P) (C.E. = 11.47 NAVD-FT) IMMOKALEE ROAD (SFWMD ERP NO. 11-01737-P) (C.E.= 11.47 NAVD-FT) TUSCANY COVE (SFWMD ERP NO. 11-02267-P) (C.E. = 10.77 NAVD-FT) EXISTING (2) 5'x10' BOX CULVERTS EX. BRIDGE (PART OF COLLIER COUNTY INTERSECTION IMPROVEMENTS) 240 951 CANAL NORTHPROPERTY BOUNDARY (TYP) EX. METAL-FRAME BUILDING (TO BE REMOVED) EX. BUILDING (TO BE REMOVED) COCOHATCHEE CANAL EXISTING COLLIER BOULEVARD DRY DETENTION AREA EXISTING CS-1 EXISTING NURSERY RESERVOIR (2) EXISTING 18" CMP FARM OUTFALL PIPES (TO BE REMOVED) BOUNDARY OF PROPOSED DEVELOPMENT 1.30 ACRES R.O.W. DEDICATION PARCEL TO COLLIER COUNTY FOR FUTURE OVERPASS P EXISTING 4,000 GPM / 8.9 CFS FARM PUMP 814 TREE FARM PUD (SFWMD ERP NO. 11-03652-P) (C.E. = 11.46 FT-NAVD) ADDISON PLACE (SFWMD ERP NO. 11-03876-P) (C.E. = 11.47 FT-NAVD) PEBBLEBROOKE LAKES (SFWMD ERP NO. 11-01505-P) THE SHOPPES OF PEBBLEBROOKE EXISTING FARM SWALE EXISTING PELICAN NURSERY (SFWMD ERP NO. 11-00257-S) EXISTING CS-2 ESPLANADE GOLF AND COUNTRY CLUB (SFWMD ERP NO. 11-02031-P) HERITAGE BAY (SFWMD ERP NO. 11-02234-P) REVISIONS: No:Revision:Date: 00 50'100'200'400'800' Bar Scale: 1" = 200' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 1.REFERENCE COLLIER COUNTY LAND DEVELOPMENT CODE FOR NATIVE VEGETATION REQUIREMENTS. 2.PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE APPLICANT SHALL INSTALL TEMPORARY CONSTRUCTION FENCING (ENVIROFENCE) BEYOND THE DRIPLINES OF RETAINED VEGETATION ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 3.CONTRACTOR SHALL EMPLOY METHODS IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES" AND REFERENCE NDPES DISCHARGE CONTROL PLAN AND DETAILS TO PREVENT EROSION. 4.ALL PROHIBITED EXOTIC VEGETATION (CATEGORY I AND II EXOTICS AS DEFINED BY THE FLORIDA EXOTIC PEST PLANT COUNCIL (FEPPC)) SHALL BE REMOVED FROM THE SITE AND ALL NATIVE PRESERVATION AREAS SHALL BE MAINTAINED FREE OF PROHIBITED EXOTICS IN PERPETUITY. (LDC 3.05.08) 5.WHERE HEAVY CONSTRUCTION ACTIVITIES ARE ADJACENT TO EXISTING NATIVE VEGETATION TO BE RETAINED, THE LIMITS OF CLEARING WILL BE CLEARLY MARKED AND BARRICADED PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 6.STANDARD STRUCTURAL BUFFERS WILL BE PLACED ADJACENT TO ALL OFFSITE WETLAND CONSERVATION AREAS WHERE A 15' WIDE VEGETATED BUFFER BETWEEN THE WETLAND JURISDICTION LINE AND ADJACENT DEVELOPMENT CANNOT BE MAINTAINED. THE “STANDARD STRUCTURAL BUFFER” WILL BE A HEDGE OF NATIVE VEGETATION, A FENCE, A SMALL WALL (OR BULKHEAD) OR A COMBINATION OF THESE. A HEDGE OF NATIVE VEGETATION (SHRUBS) WILL TYPICALLY BE UTILIZED. IF A FENCE OR WALL IS USED, IT WILL BE CONSTRUCTED ALONG THE CONSERVATION AREA BOUNDARY BUT WILL NOT INTRUDE INTO THE CONSERVATION AREA. IF A HEDGE IS USED, PLANTS WILL BE INSTALLED IN A ZONE BEGINNING AT THE CONSERVATION AREA BOUNDARY AND EXTENDING INTO THE CONSERVATION AREA NOT MORE THAN 3 FEET. CLEARING NOTES COLLIER COUNTY PROPERTY APPRAISERAERIAL PHOTOGRAPHY COPYRIGHT OF2017PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:48:01 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:56:09 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-101PL.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY AERIAL AND CLEARING LIMITS AND FLUCCS MAP BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 200' N.T.S. P-BCHD-002-002 P-BCHD-002-002-101PL C-101 02 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 FLUCCS LEGEND FLUCCS CODE DESCRIPTION AREA (AC) 240 NURSERY AND VINEYARDS 55.56 814 ROADS AND HIGHWAYS 18.57 TOTALS 74.13 PERMIT AREA LIMITS (INCLUDES CONCEPTUAL FUTURE OVERPASS) 9.A.1.e Packet Pg. 137 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) LOADINGZONELOADING ZONE LOADINGZONE LOADINGZONELOADINGZONELO A D I N G ZON E LOA D I N G ZO N E WORK AREAGARAGESTORAGEOFFICECARWASH12.8915.9411.2411.4612.0011.9811.5611.5211.2611.4511.5811.9811.4911.5111.4912.0711.9212.9713.2012.5512.1312.0812.5112.7812.5712.2911.9911.8812.9512.1411.8812.0811.7611.8812.0712.0211.9111.7812.3812.5612.0912.6711.9611.6011.8511.9211.9312.2912.0012.1812.4612.1611.7812.0213.0511.0610.1410.3911.1210.8011.3811.4610.4511.6212.2010.6611.6511.1010.7111.9512.2412.5612.0912.0412.0214.2714.4514.3114.5614.2611.1912.7111.9711.4812.1011.4311.8612.6111.4611.3011.6612.286.7712.1912.257.1212.3911.147.2213.3811.637.3711.3011.017.2012.3911.0412.6411.3711.8712.3211.1711.5513.4712.3913.006.3311.8011.267.1312.1114.2212.9611.7012.0012.4712.2912.6912.548.4111.5811.4015.6410.6915.4214.9415.5715.9216.0215.4615.2315.3815.6515.6215.0115.4215.7515.649.4215.3712.7711.9014.3814.2314.4716.4714.5715.5514.5515.0112.4816.5615.7512.7512.6812.6712.4913.2913.2511.1520.6313.4513.3812.0212.0715.3912.1713.6413.3513.5117.1612.5612.9613.1413.4912.2713.7412.6211.56TOT LOT 50'x30' X X X DA-1 CE = 11.47 FT-NAVD DA-3 CE = 11.47 FT-NAVD DA-4 CE = 11.47 FT-NAVD DA-5 CE = 11.47 FT-NAVD LAKE #2 (CE = 11.47 FT-NAVD) FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) PROPERTY BOUNDARY (TYP) BASIN LINE (TYP) FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) LAKE #3 (CE = 11.47 FT-NAVD) THE SHOPPES OF PEBBLEBROOKE CVS COMMERCIAL BLDG. #1 COMMERCIAL BLDG. #2 COMMERCIAL BLDG. #3 COMMERCIAL BLDG. #4 COMMERCIAL BLDG. #5 COMMERCIAL BLDG. #6 RESIDENTIAL BLDG. #1 RESIDENTIAL BLDG. #2 RESIDENTIALBLDG. #3RESIDENTIAL BLDG. #4 RESIDENTIAL BLDG. #5 DPT DPT DPT DPT DPT DA-2 CE = 11.47 FT-NAVD DA-1 CE = 11.47 FT-NAVD LAKE #1 (CE = 11.47 FT-NAVD)COLLIER BLVD(SFWMD ERP NO. 11-02513-P)(C.E.= 11.20 NAVD-FT)BENT CREEK (SFWMD ERP NO. 11-02081-P) (C.E. = 11.47 NAVD-FT) IMMOKALEE ROAD (SFWMD ERP NO. 11-01737-P) (C.E.= 11.47 NAVD-FT) TUSCANY COVE (SFWMD ERP NO. 11-02267-P) (C.E. = 10.77 NAVD-FT) TREE FARM PUD (SFWMD ERP NO. 11-03652-P) (C.E. = 11.46 FT-NAVD) ADDISON PLACE (SFWMD ERP NO. 11-03876-P) (C.E. = 11.47 FT-NAVD) PEBBLEBROOKE LAKES (SFWMD ERP NO. 11-01505-P) IMM OVERPASS W CE = 11.47 FT-NAVD IMM OVERPASS E CE = 11.47 FT-NAVD 42" RCP 66" RCP 48" RCP CS5/OFF 951 CANAL NORTHCOCOHATCHEE CANAL PERMIT AREA LIMITS (INCLUDES CONCEPTUAL FUTURE OVERPASS) ESPLANADE GOLF AND COUNTRY CLUB (SFWMD ERP NO. 11-02031-P) HERITAGE BAY (SFWMD ERP NO. 11-02234-P)SCALE:1" = 200'24" RCP CS1B/5 42" RCP CS1A/DN1 60" RCP 54" RCP 72" RCP CS3B/4CS3A/4CS2/DN3 42" RCP 36" RCP 60" RCP STUB OUT FOR FUTURE CONNECTION TO IMMOKALEE ROAD STUB OUT FOR FUTURE CONNECTION TO IMMOKALEE ROAD LOADINGZONELOADINGZONE LOADINGZONE LOADINGZONELOADINGZONELOAD I N G ZON E LOA D I N G ZON E WORK AREAGARAGESTORAGEOFFI C ECARWASH REVISIONS: No:Revision:Date: 00 50'100'200'400'800' Bar Scale: 1" = 200' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE WATER MANAGEMENT SUMMARY WATER MANAGEMENT PARAMETER DRAINAGE AREAS DA-1 DA-2 DA-3 DA-4 DA-5 IMM OVERPASS E IMM OVERPASS W CONTROL ELEVATION (FT-NAVD)11.47 11.47 11.47 11.47 11.47 11.47 11.47 5-YEAR, 1-DAY RAINFALL (INCHES)5.5 5.5 5.5 5.5 5.5 5.5 5.5 25-YEAR, 3-DAY RAINFALL (INCHES)11.0 11.0 11.0 11.0 11.0 11.0 11.0 100-YEAR, 3-DAY RAINFALL (INCHES)14.0 14.0 14.0 14.0 14.0 14.0 14.0 PEAK 5-YEAR, 1-DAY STORM STAGE (FT-NAVD)13.9 13.7 13.7 13.5 13.5 13.5 13.5 PEAK 25-YEAR, 3-DAY STORM STAGE (FT-NAVD)14.6 14.6 14.6 14.6 14.6 14.6 14.6 PEAK 100-YEAR, 3-DAY ZERO DISCHARGE STORM STAGE (FT-NAVD)16.0 16.0 16.0 16.0 16.0 16.0 16.0 FEMA FLOOD ELEVATION (FT-NAVD)14.5 14.5 14.5 14.5 14.5 14.5 14.5 MINIMUM REQUIRED ROAD ELEVATION (FT-NAVD)14.6 14.6 14.6 14.6 14.6 14.6 14.6 MINIMUM REQUIRED FINISHED FLOOR ELEVATION (FT-NAVD)16.0 16.0 16.0 16.0 16.0 16.0 16.0 MINIMUM PERIMETER BERM ELEVATION 25-YEAR, 3-DAY PEAK STAGE (FT-NAVD)14.6 14.6 14.6 14.6 14.6 14.6 14.6 WATER MANAGEMENT SUMMARY TABLE TABLES LEGEND BASIN BOUNDARY PROPERTY BOUNDARY PROPOSED BUILDING PROPOSED CONCRETE SIDEWALK PROPOSED GRADEX.XX EXISTING TOPOGRAPHY GENERAL NOTES FUTURE RESIDENTIAL DEVELOPMENT (CONCEPTUAL) FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) PROPOSED TURN LANE IMPROVEMENTS LAND USE SUMMARY DA-1 DA-2(2)DA-3(2)DA-4 DA-5 IMM E IMM E TOTAL CONSTRUCTION AND OPERATION (THIS PHASE) BUILDING 2.5 AC.0.0 AC.0.0 AC.2.2 AC.1.5 AC.0.0 AC.0.0 AC.6.2 AC. PAVEMENT 9.0 AC.0.0 AC.0.0 AC.5.6 AC.4.6 AC.0.0 AC.0.0 AC.19.2 AC. LAKE 0.0 AC.0.0 AC.0.0 AC.5.4 AC.2.5 AC.0.0 AC.0.0 AC.7.9 AC. DRY DETENTION 0.8 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.8 AC. PERVIOUS (1)4.2 AC.3.3 AC.5.2 AC.4.0 AC.4.0 AC.0.0 AC.0.0 AC.20.7 AC. SUBTOTAL 16.5 AC.3.3 AC.5.2 AC.17.1 AC.12.6 AC.0.0 AC.0.0 AC.54.7 AC. CONCEPTUAL BUILDING 0.0 AC.0.5 AC.0.8 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.1.3 AC PAVEMENT 0.0 AC.2.0 AC.3.1 AC.0.0 AC.0.0 AC.5.8 AC.11.7 AC.22.6 AC LAKE 0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC DRY DETENTION 0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC.0.0 AC PERVIOUS(2)0.0 AC.0.8 AC.1.3 AC.0.0 AC.0.0 AC.0.3 AC.0.6 AC.3.0 AC SUBTOTAL 0.0 AC 3.3 AC 5.2 AC 0.0 AC 0.0 AC 6.1 AC 12.3 AC 26.9 AC PROJECT TOTAL 16.5 AC 3.3 AC 5.2 AC 17.1 AC 12.6 AC 6.1 AC 12.3 AC 73.1 AC (1). DRY DETENTION AREAS ARE MEASURED AT THE BOTTOM OF THE DETENTION AREA. (2). DA-2 AND DA-3 CONSIST OF FUTURE COMMERCIAL DEVELOPMENT. THE CONCEPTUAL AREAS WILL BE CLEARED AND FILLED IN THE INITIAL PHASE OF DEVELOPMENT AND HAVE BEEN INCLUDED AS PERVIOUS AREA IN THE C&O LAND USE FOR THIS PHASE. ALLOWABLE OFF-SITE DISCHARGE BASIN AREA (ACRES)ALLOWABLE RETE (1) (CFS/ACRE) ALLOWABLE DISCHARGE (CFS) DA-1 16.5 0.11 1.8 DA-2 3.3 0.11 0.4 DA-3 5.1 0.11 0.6 DA-4 17.1 0.11 1.9 DA-5 12.6 0.11 1.4 IMMOKALEE ROAD N/A N/A 42.7 PEAK ALLOWABLE DISCHARGE = 48.6 CFS PEAK MODELED DISCHARGE = 48.2 CFS (1). ALLOWABLE RATES ARE PER COLLIER COUNTY STORMWATER MASTER PLAN FOR THE 951 CANAL NORTH BASIN. (2). ALLOWABLE DISCHARGE FOR THE CONTRIBUTING AREA OF IMMOKALEE ROAD IS PER APPLICATION NO. 930729-6, 011206-10, 150720-1. TABLESX.XX1.PERIMETER BERMS SHALL BE CONSTRUCTED ALONG ALL DRAINAGE AREA BOUNDARIES, UNLESS OTHERWISE SHOWN ON SITE PLANS, AND MAY BE INCORPORATED AS ROAD GRADE, BUILDING PAD OR LAKE BANK. 2.ALL INVERTS AND ELEVATIONS ARE IN FEET - NAVD. 3.PRIOR TO COMMENCEMENT OF GENERAL CONSTRUCTION ACTIVITY AND CONSTRUCTION ACTIVITY NEAR CONSERVATION AREAS, APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED. (REFERENCE EROSION CONTROL PLAN AND SILT FENCE LOCATION PLAN SHEET) 4.CONCEPTUAL AREAS AND TEMPORARY CONSTRUCTION STAGING AREAS MAY BE USED FOR STOCKPILING AND SPREADING OF FILL. 5.REFERENCE CROSS-SECTIONS FOR CURB TYPES AND SIDEWALK WIDTHS. 6.PRIOR TO THE UTILIZATION OF RELIANCE UPON ANY PROPOSED GRADES, PIPE INVERTS, OR PIPE SIZES, REFERENCE THE APPROVED CONSTRUCTION PLANS FROM COLLIER COUNTY AND CONTACT THE ENGINEER REGARDING ANY DISCREPANCIES. 7.PRIOR TO CONSTRUCTION OF CONCEPTUAL COMMERCIAL DEVELOPMENT, A PERMIT MODIFICATION WILL BE REQUIRED. ONE-HALF INCH OF DRY PRETREATMENT WILL BE REQUIRED IN THE COMMERCIAL AREAS PRIOR. TO DISCHARGE TO THE MASTER STORMWATER MANAGEMENT SYSTEM. FEMA DESIGNATION ZONES MAP PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 7:56:04 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:57:06 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-111GP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY MASTER PAVING AND DRAINAGE PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 200' N.T.S. P-BCHD-002-002 P-BCHD-002-002-111GP C-111 03 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746PROPOSED LAKE PROPOSED ROW DEDICATION 9.A.1.e Packet Pg. 138 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.7812.2911.9911.8813.1212.9512.1413.0711.8812.0812.5612.0912.6711.9611.8111.6011.8511.9211.9312.2912.0012.1812.4612.3414.6114.4511.1210.8011.3815.5417.1411.7712.5212.0812.3217.1915.2811.4610.4511.6214.3715.0212.2212.2014.1214.1011.1110.6611.6514.9315.6613.3413.0812.6812.8115.5314.7211.1010.7110.9714.3511.9514.0912.2412.5612.0912.0414.1214.4114.6814.4513.9514.4114.6214.3114.2714.6014.8614.5613.7914.1914.6014.2612.1812.2512.3312.2912.4712.6616.5113.7812.5312.4412.5112.5014.8315.9112.4412.3112.2112.3712.2912.7415.1615.878.7612.3812.6912.7911.9311.9012.6512.5411.948.6115.7116.2616.1015.928.4112.1312.4412.4211.5811.4012.4612.3912.108.5815.6415.8610.6916.0015.6515.7815.4214.8815.5015.6214.9415.2815.3915.0115.8115.4216.0615.7516.0115.6415.7715.3616.1815.889.4215.3714.6813.7712.6412.7712.5011.9011.7011.5312.1115.4614.3814.2311.0614.4713.6710.7016.5615.7515.4514.5311.1011.2511.2011.1511.0819.2920.6219.3420.5920.6319.2619.0920.6313.6013.4513.3813.5240.9441.0416.0116.3116.6716.6715.7215.5315.4415.3214.5915.5315.5015.5815.4614.5612.8012.9013.0513.1615.0014.5414.7314.8912.8512.3812.4212.4012.4112.2012.1112.0011.4211.4811.4611.4312.0211.7712.1712.1412.2112.2412.4312.7313.2913.2113.6213.6413.4013.3513.0312.6512.5712.6612.7813.0313.3913.5118.5718.8413.4013.3113.4413.4313.4213.4313.7113.9713.8613.7114.3813.5613.5413.4817.1612.5612.9613.0113.0613.1113.1813.1413.0312.9012.8513.3513.2013.4913.7512.8712.7712.8913.4912.9612.8613.4213.1312.5113.2513.3813.3313.2913.4614.2813.1719.6421.0818.7212.2712.1912.1312.5414.6412.62SCALE:1" = 40'LOADINGZONELOADINGZONEL O A D I N G Z O N E L O A D I N G Z O N E DA-1 CE = 11.47 FT-NAVD IMMOKALEE ROAD COLLIER BOULEVARDPROPERTY BOUNDARY (TYP) COMMERCIAL BUILDING #5 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD)24'(TYP)5' CONCRETE SIDEWALK 951 CANAL NORTH24' (TYP) 18' (TYP) 24' (TYP) 18' (TYP)30'(TYP)5' CONCRETE SIDEWALK 24'(TYP)24' (TYP) 15.23 15.62 15.90 15.10 15.10 15.6015.0015.30 15.15 15.1015.90 15.9015.90 15.70 15.25 15.15 16.25 15.20 15.90 16.00 15.80 16.00 15.20 15.60 15.15 15.40 15.90 15.80 15.10 15.60 15.50 TYPE "D" CURB (TYP) TYPE "D" CURB (TYP) TYPE "D" CURB (TYP) TYPE "D" CURB (TYP) 6' CONCRETE SIDEWALK 6' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 15.20 15.50 15.60 15.60 16.0016.00 15.38 15.15 15.40 15.20 15.70 15.50 15.35 15.4415.609' (TYP) 15.10 15.1015.10 15.1015.10 15.80 15.30 15.10 15.60 15.40 15.4015.6015.25 15.20 15.20 15.35 15.25 15.80 15.50 15.00 15.35 15.05 15.25 15.2515.0615.5615.4515.501 6 . 7 0 1 6 . 7 0 15.20 15 . 1 5 1 5 . 6 0 15.4018' (TYP) 24' (TYP) 18' (TYP)24'(TYP)18'(TYP)18'(TYP)24'(TYP)24'(TYP)24'(TYP)BUILDING #x COMMERCIAL BUILDING #1 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD) COMMERCIAL BUILDING #2 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD) COMMERCIAL BUILDING #3 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD) COMMERCIAL BUILDING #4 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD)15.40TYPE "F" CURB AND GUTTER TYPE "F" CURB AND GUTTER 9' (TYP) 9' (TYP) WHEEL STOP (TYP) WHEEL STOP (TYP) WHEEL STOP (TYP) WHEEL STOP (TYP) WHEEL STOP (TYP) 5 0 'R.O .W . 6' CONCRETE SIDEWALK 15.30 15.20 15.20 J.B. = 15.50 INV = 6.10 T.I. = 14.60 INV = 6.10 T.I. = 14.60 INV = 6.10 60" RCP 14.84 60" RCP T.I. = 14.60 INV = 10.20 T.I. = 14.60 INV = 6.10 15" RCP 60" RCP 14.84 T.I. = 14.60 INV = 10.00 T.I. = 14.60 INV = 7.47 15" RCP 14.84 CS2/DN3 GRATE ELEV = 13.47 BLEED DOWN ELEV = 11.47 INV = 7.47 42" RCP 15.14 15.12 15.12 14.6314.63FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) BASIN LINE (TYP) PELICAN NURSERY DEVELOPMENT BOUNDARY (TYP) 50' R.O.W. 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 42" RCP 15" RCP 15" RCP 15" RCP 15" RCP 15" RCP 18" RCP 24" RCP 24" RCP 15" RCP 30" RCP 30" RCP 30" RCP GRATE = 14.60 INV = 8.80 GRATE = 14.60 INV = 8.80 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 9.20 GRATE = 14.60 INV = 9.30 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 9.90 GRATE = 14.60 INV = 9.30 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 10.20 GRATE = 15.00 INV = 10.00 GRATE = 15.00 INV = 10.00 GRATE = 15.00 INV = 10.00 GRATE = 15.00 INV = 10.00 GRATE = 15.00 INV = 10.0012" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE 12" HDPE GRATE = 15.00 INV = 10.00 GRATE = 13.47 INV = 8.80 GRATE = 14.60 INV = 8.30 GRATE = 15.00 INV = 10.00 GRATE = 14.60 INV = 10.00 GRATE = 15.00 INV = 10.00 GRATE = 14.60 INV = 9.80 GRATE = 14.60 INV = 8.30 T.I. = 14.60 INV = 7.70 T.I. = 14.60 INV = 7.70 42" RCP 36" RCP 36" RCP 30" RCP 36" RCP GRATE = 14.60 INV = 8.30 36" RCP 36" RCP 18" RCP 12" HDPE 15" RCP 12" HDPE GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 10.2015" RCP GRATE = 14.60 INV = 9.90 GRATE = 14.60 INV = 8.30 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 9.90 GRATE = 14.60 INV = 10.20 15" RCP GRATE = 14.60 INV =9.90 15" RCP 18" RCP 15" RCP 18" RCP 15" RCP 24" RCP 15" RCP GRATE = 14.60 INV = 10.20GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 9.90 GRATE = 14.60 INV = 9.30 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 8.80 36" RCP 15.10 15.40 16.00 15.50 15.50 15.70 16.20 15" RCP 36" RCP 18" RCP GRATE = 14.60 INV = 8.30 GRATE = 14.60 INV = 9.30 15" RCP 24" RCP 15.80 15.10 15.80 15.30 15.45 16.10 15.10 15.1015.20 15.10 15.15 15.30 15.40 15.50 18' (TYP) 24' (TYP) 18' (TYP) 15.10 DRY DETENTION AREA 22' (TYP) 18' (TYP) 18' (TYP) 5.5' (TYP)12'(TYP)24' (TYP) 15.20 10' (TYP) 15.10 15.07 15.90 1 5 . 3 0 15.1 0 15.25 15.10 1 5 . 8 0 15.55 15.3015.30 15.60 15.60 15.00 15.00 15.10 15.50 15. 8 0 15.9 0 15 . 3 0 15.9 5 15.65 16.1015. 6 5 15.60 15 . 1 0 15.6 5 15. 2 4 14.8015.4014.8015.40 15.45 14.80 14.8015.4014.8015.4014.80 15.45 14.85 15.65 15.00 15.20 15.50 15.30 15.75 15.50 15.75 15.50 15.75 15.5015.30 15.75 15.50 15.75 15.50 15.75 15.50 GRATE = 14.60 INV = 9.90 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 9.30 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV =9.90 GRATE = 14.60 INV = 8.80 GRATE = 14.60 INV = 8.30 18" RCP 24" RCP GRATE = 14.60 INV = 9.30 GRATE = 13.47 INV = 8.30 GRATE = 13.47 INV = 8.30 36" RCP 30" RCP GRATE = 13.47 INV = 8.30 GRATE = 13.47 INV = 7.70 42" RCP GRATE = 14.60 INV = 9.90 42" RCP 42" RCP 15" RCP 18" RCP 24" RCP GRATE = 14.60 INV = 10.20 16.00 15.90 16.20 15.6 5 15.6 5 15.6 0 15. 2 4 15. 2 4 GRATE = 13.47 INV = 9.30 15.40 14.9815.3815.40 14.98 16.25 16.25 DA-1 CE = 11.47 FT-NAVD DA-4 CE = 11.47 FT-NAVD DA-2 CE = 11.47 FT-NAVD DA-5 CE = 11.47 FT-NAVD 16.20 15.80 15.30 15.70 15.15 15.44 16.05 15.40 15.38 16.30 15.90 15.10 15.40 15.10 15.50 15.10 15.50 15.90 15.15 15.35 15.60 15.60 15.46 15.05 15" RCP 18" RCP T.I. = 14.60 INV = 7.70 GRATE = 13.47 INV = 7.70 J.B. = 15.40 INV = 6.10 J.B. = 15.20 INV = 6.10 60" RCP 60" RCP 60" RCP 18" RCP 54" RCP 15.10 36" RCP DRY DETENTION AREA TYPE "D" CURB (TYP)DRY DETENTION AREA16.20 15.50 15.50 15.20 15.05 15.72 15.90 15.5015.5015.1015.1015.40GRATE = 13.50 INV = 10.20 GRATE = 13.30 INV = 10.20 J.B. = 14.50 INV = 6.10 15.36 15.6215.3815.46 15.46 15.60 15.90 16.20 15.9016.20 15.05 14.80 15.60 15.60 15" RCP 15" RCP 60" RCP 12.4714.5012.4714.5012.4714.5012.47 14.50 GRATE = 13.47 INV = 7.70 CSDA-1A/DN1 GRATE ELEV = 13.47 BLEED DOWN ELEV = 11.47 INV = 5.00 DRY DETENTION AREA LOT LINE (TYP) 15.10 12" PVC TRENCH DRAIN W/ SUMP PUMP AT BOTTOM OF LOADING DOCK LOADING DOCK 15.70 15.70 15.70 8' CONCRETE SIDEWALK 3' VALLEY CROSSING (TYP) JUNCTION BOX TO SERVE AS POINT OF CONNECTION FOR FUTURE ROADWAY DRAINAGE PROPERTY BOUNDARY/FUTURE COUNTY RIGHT-OF-WAY REFERENCE SHEET C-125 FOR OFFSITE IMPROVEMENTS (TYP) PELICAN NURSERY DEVELOPMENT BOUNDARY (TYP) EXISTING 12' ASPHALT PATH (2) EXISTING 5'x10' BOX CULVERTS PROJECT MONUMENT SIGN 3' VALLEY CROSSING (TYP) GRATE = 15.00 INV = 10.20 12" HDPE GRATE = 15.00 INV = 10.00 12" HDPE GRATE = 15.00 INV = 10.00 GRATE = 15.00 INV = 10.00 GRATE = 15.00 INV = 10.00 12" HDPE 12" HDPE 12" HDPE REVISIONS: No:Revision:Date: 00 10'20'40'80'160' Bar Scale: 1" = 40' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 7:58:58 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:57:44 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-121SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY SITE PLAN (A) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 40' N.T.S. P-BCHD-002-002 P-BCHD-002-002-121SP C-121 04 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746MATCHLINE - SEE SHEET C-122 FOR CONTINUATIONMATCHLINE - SEE SHEET C-123 FOR CONTINUATION 9.A.1.e Packet Pg. 139 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.0011.9811.5611.5211.2611.4511.5811.9812.0711.9212.9713.2012.5512.1312.0812.5112.7812.5712.2911.8812.4612.1611.8712.8612.9612.326.926.7213.8211.3411.1711.5511.8415.096.066.9413.4714.1213.8212.3913.0013.4613.7113.266.716.3314.8912.2511.8011.2611.3914.157.087.1313.0013.3813.1412.1114.2212.9613.1915.6211.7012.5015.4012.4712.5012.4012.5112.0012.9115.5416.5013.3012.4312.4212.5512.4112.4614.5713.3613.6314.7115.4415.2912.2812.2712.4312.4312.1812.2512.3312.2916.0215.6715.7615.4214.9415.8615.5715.9216.0215.4315.7815.4615.2315.3315.7315.3615.1215.2915.2015.3615.6415.3813.7715.0113.477.6212.5212.7512.6812.6712.4913.2913.2511.4211.4811.4611.4312.0211.4011.4511.4411.4111.8812.0112.0712.1012.0513.3114.9415.0515.2215.1815.3915.3615.4715.2215.1714.8414.5214.0612.6311.9511.8411.8911.8111.7711.56DA-3 CE = 11.47 FT-NAVD IMMOKALEE ROAD BENT CREEK SCALE:1" = 40'COMMERCIAL BUILDING #6 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) TYPE "D" CURB (TYP) 15.50 15.60 16.10 DA-4 CE = 11.47 FT-NAVD DA-1 CE = 11.47 FT-NAVD BASIN LINE (TYP) 5' CONCRETE SIDEWALK24'(TYP)TYPE "F" CURB AND GUTTER 66" RCP T.I. = 14.60 INV = 7.47 T.I. = 14.60 INV = 7.47 36" RCP 14.84 CS 3A/4 GRATE ELEV = 13.47 BLEED DOWN ELEV = 11.47 INV = 7.47 36" RCP 5' CONCRETE SIDEWALK TYPE "F" CURB AND GUTTERT.I. = 14.60 INV = 7.70 T.I. = 14.60 INV = 7.70 42" RCP 14.84 42" RCP 15.75 15.10 15.10 42" RCP J.B. = 15.70 INV = 5.60 T.I. = 14.60 INV = 6.10 T.I. = 14.60 INV = 10.20 15" RCP TYPE "A" CURB TYPE "F" CURB AND GUTTER 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 15.55 FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) 42" RCP LAKE #3 (AREA AT CONTROL ELEV = 5.7 AC) 36" RCP PROPERTY BOUNDARY (TYP) 15" RCP GRATE = 14.60 INV = 10.20 18" RCP 24" RCP 15.45 15.10 15.55 15.80 15.10 15.80 15.10 15.35 15.15 15.25 15.05 15.75 24' (TYP) 18' (TYP) 24" RCP 15.40 GRATE = 13.47 INV = 9.30 JB RIM = 15.50 INV = 9.90 GRATE = 14.60 INV = 9.30 15.25 15.50 RESIDENTIAL BUILDING #4 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) RESIDENTIAL BUILDING #5 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) 15.45 15.20 15.30 16.10 15.30 15.30 15.10 15.1015.6015.10 15.25 15.15 15.85 15.30 15.70 15.35 15.70 15.10 24' 15.70 15.35 15.45 15.65 15.40 15.35 15.45 15.35 15.10 16.00 15.30 15.80 15.25 15.90 16.40 15.35 15.25 15.40 15.50 15.40 15.7015.1015.80 15.70 15.50 15.35 15.70 15.25 15.40 15.1015.8015.0015.80 15.70 15.35 15.35 15.50 15.35 15.60 15.25 15.35 15.80 15.50 15.35 15.50 15.60 15.10 15.40 15.25 GRATE = 14.60 INV = 9.30 15.45 15.90 66" RCP GRATE = 14.60 INV = 5.60 GRATE = 14.60 INV = 7.47 42" RCP GRATE = 14.60 INV = 7.47 42" RCP GRATE = 14.60 INV = 7.20 48" RCP GRATE = 14.60 INV = 7.20 48" RCP GRATE = 13.50 INV = 9.30 24" RCP GRATE = 14.60 INV = 9.30 24" RCP INV = 3.20INV = 1.22 INV = 1.70 GRATE = 14.60 INV = 7.70 GRATE = 14.60 INV = 7.70 42" RCP GRATE = 14.60 INV = 7.70 42" RCP GRATE = 14.60 INV = 7.70 60" RCP GRATE = 14.60 INV = 5.60 66" RCP INV = -0.28 42" RCP 15.60 15.50 15.50 15.85 16.15 15.65 15.8016.10 15.80 15.60 15.9015.90 15.85 DA-2 CE = 11.47 FT-NAVD GRATE = 14.60 INV = 5.60 66" RCP 18" RCP 42" RCP GRATE = 14.60 INV = 5.60 24" RCP GRATE = 14.60 INV = 9.30 60" RCP G.I. = 12.50 INV = 6.10 G.I. = 12.20 INV = 6.10 66" RCP 24" RCP 15.1015.1515.6015.5015.3015.5015.40 15.35 15.5015.90 15.5015.40 GRATE = 13.50 INV = 9.30 15.95 15.90 15.30 15.35 15.40 15.35 15.25 15.40 16.10 15.25 15.35 DRY DETENTION AREA 42" RCP BASIN LINE (TYP) TYPE "D" CURB (TYP) TYPE "D" CURB (TYP) TYPE "D" CURB (TYP)TYPE "D" CURB (TYP) 15.90 15.90 CS 3B/4 GRATE ELEV = 13.47 BLEED DOWN ELEV = 11.47 INV = 7.47 15" RCP 15.36 CS DA1B/5 GRATE ELEV = 13.47 BLEED DOWN ELEV = 11.47 INV = 7.47 15.10 RESIDENTIAL STORAGE / MAINTENANCE BUILDING (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) 15.45 20' LAKE MAINTENANCE AND ACCESS EASEMENT (TYP) 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK 5' CONCRETE SIDEWALK WHEEL STOP (TYP) WHEEL STOP (TYP) WHEEL STOP (TYP) WHEEL STOP (TYP) 15.65 PELICAN NURSERY DEVELOPMENT BOUNDARY (TYP) PROPERTY BOUNDARY/FUTURE COUNTY RIGHT-OF-WAY REFERENCE SHEET C-125 FOR OFFSITE IMPROVEMENTS (TYP) REFERENCE SHEET C-125 FOR OFFSITE IMPROVEMENTS (TYP)FUTURE COUNTY R.O.W.(WIDTH VARIES)GRATE INLET TO SERVE AS POINT OF CONNECTION FOR FUTURE ROADWAY DRAINAGE 3' VALLEY CROSSING (TYP) REVISIONS: No:Revision:Date: 00 10'20'40'80'160' Bar Scale: 1" = 40' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:09:54 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:58:18 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-122SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY SITE PLAN (B) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 40' N.T.S. P-BCHD-002-002 P-BCHD-002-002-122SP C-122 05 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746MATCHLINE - SEE SHEET C-121 FOR CONTINUATIONMATCHLINE - SEE SHEET C-124 FOR CONTINUATION 9.A.1.e Packet Pg. 140 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) LOADING ZONE LOADING ZONE LOADING ZONE 12.0811.7611.8812.0712.0211.9111.7812.3812.5612.0912.0012.1812.4612.0213.0513.9611.0610.1410.3914.6314.2712.3512.3414.6114.4511.1210.8011.3815.5417.1411.7712.5212.0212.2412.0214.1614.4714.6414.2714.1214.4114.6814.4511.1912.9413.3012.716.726.5813.8512.7811.9711.4811.5313.857.417.3312.1012.7011.7711.4311.8613.0913.3312.617.166.8813.1911.7911.4611.3011.8313.877.508.0211.8812.6511.6616.4716.0616.1910.8814.5715.5514.5513.2512.8210.81TUSCANY COVE PROPERTY BOUNDARY (TYP)COLLIER BOULEVARDSCALE:1" = 40'COMMERCIAL BUILDING #1 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) BASIN LINE (TYP) 15.20 15.10 WHEEL STOP (TYP)951 CANAL NORTH15.10 15.10 15.35 15.10 15.25 15.85 15.35 15.25 15.10 15.85 15.55 15.20 15.25 WHEEL STOP (TYP)DA-1 CE = 11.47 FT-NAVD 5' CONCRETE SIDEWALK 18' (TYP) 24' (TYP) 18' (TYP)18'24' 10' (TYP)20'(TYP)18'(TYP)24'(TYP)TYPE "D" CURB (TYP) 6' CONCRETE SIDEWALK 24' (TYP) 50' R.O.W. T.I. = 14.60 INV = 9.30 T.I. = 14.60 INV = 9.90 18" RCP 24" RCP 22'(TYP)12'(TYP)TYPE "A" CURB (TYP) TYPE "F" CURB AND GUTTER TYPE "F" CURB AND GUTTER 6' CONCRETE SIDEWALK 6' CONCRETE SIDEWALK 15.20 T.I. = 14.60 INV = 10.20 T.I. = 14.60 INV = 6.10 15" RCP 14.84 5' CONCRETE SIDEWALK GRATE = 14.60 INV = 9.30 15" RCP 15" RCP GRATE = 14.60 INV = 9.90 GRATE = 14.60 INV = 10.00 GRATE = 14.60 INV = 9.90 15.55 15.25 LAKE # 2 (AREA AT CONTROL ELEV = 0.9 AC) DA-5 CE = 11.47 FT-NAVD 15.40 15.40 RESIDENTIAL BUILDING #2 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) RESIDENTIAL BUILDING #1 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) 15.10 15.2016.15 15.9015.20 15.1016.10 18' (TYP) 24' (TYP) 18' (TYP)9'(TYP)WHEEL STOP (TYP)18'(TYP)24'(TYP)18'(TYP)9' (TYP) WHEEL STOP (TYP) 15.10 15.30 15.45 15.35 15.75 15.45 15.30 15.1015.7015.35 15.25 15.10 15.10 15.45 15.20 15.20 15.95 15.35 15.10 15.10 15.65 30" RCP 12" RCP 60" RCP GRATE = 14.60 INV = 9.30 INV = 3.20 INV =-0.80 GRATE = 14.60 INV = 5.00 GRATE = 14.60 INV = 10.20 72" RCP 72" RCP GRATE = 14.60 INV = 7.70 GRATE = 14.60 INV = 10.20 15" RCP 42" RCP 42" RCP 18" RCP GRATE = 14.60 INV = 7.70 42" RCP 24" RCP TYPE "A" CURB 48" RCP 15.05 15.60 15.60 15.25 16.00 15.85 15.20 DA-1 CE = 11.47 FT-NAVD COMMERCIAL BUILDING #5 (MINIMUM REQUIRED F.F. ELEV =16.0 FT-NAVD) 15.25 15.15 15.35 18" RCP 15.20 15.20 TYPE "F" CURB AND GUTTER INV = 1.70 15.70 LAKE # 1 (AREA AT CONTROL ELEV = 0.9 AC) 54" RCP 15.9015.10 16.00 15.20 72" RCP T.I. = 14.60 INV = 5.00 T.I. = 14.60 INV = 5.00 15.30 15.15 GRATE = 14.60 INV = 9.90 15.20 15.25 15.3015.30 15.25 15.2515.25 GRATE = 14.60 INV = 7.70 GRATE = 14.60 INV = 7.70 15" RCP 42" RCP 42" RCP 15.25 DRY DETENTION AREA DRY DETENTION AREABASIN LINE (TYP) 0.2 ACRE LITTORAL SHELF / FLOW WAY 0.5 ACRE LITTORAL SHELF / FLOW WAY 20' LAKE MAINTENANCE AND ACCESS EASEMENT (TYP) 20' LAKE MAINTENANCE AND ACCESS EASEMENT (TYP) 15.05 GRATE = 14.60 INV = 8.80 12.4714.50CS5/OFF GRATE ELEV = 14.60 OVERFLOW ELEV = 13.05 BLEED DOWN ELEV = 11.47 INV = 5.70 INV = 5.70 EXISTING 12' ASPHALT PATH EXISTING 12' ASPHALT PATH PROPOSED BRIDGE (BY OTHERS) 15.00 15.00 15.00 15.00 GRATE = 14.60 INV = 10.20 GRATE = 14.60 INV = 5.00 72" RCP MAIL KIOSK (F.F. ELEV = 16.0) POOL 6' CONCRETE SIDEWALK (TYP) 15.0515.80 15.60 16.30 16.90 16.50 16.30 14.84 15.32 47± SY RIP-RAP AT OUTFALL TO COLLIER BOULEVARD CANAL REVISIONS: No:Revision:Date: 00 10'20'40'80'160' Bar Scale: 1" = 40' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:10:37 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:58:50 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-123SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY SITE PLAN (C) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 40' N.T.S. P-BCHD-002-002 P-BCHD-002-002-123SP C-123 06 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746MATCHLINE - SEE SHEET C-124 FOR CONTINUATIONMATCHLINE - SEE SHEET C-121 FOR CONTINUATION 9.A.1.e Packet Pg. 141 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.3611.2411.4612.0011.9811.9811.4911.5111.4912.0711.9212.4612.1611.7812.0212.2813.1713.2112.387.276.7714.5311.9012.1912.2512.6415.166.887.1212.8413.4413.0712.3911.1412.8712.8512.247.226.8514.2813.1713.3811.6312.3213.997.327.3712.1412.6111.3011.0112.1012.3812.157.207.1817.8612.1612.3912.5511.0411.3314.206.677.0012.6412.8712.5311.3711.8712.8612.9612.326.926.7213.8211.3411.1712.4811.60DA-4 CE = 11.47 FT-NAVD BENT CREEK PROPERTY BOUNDARY (TYP) TUSCANY COVE SCALE:1" = 40'BASIN LINE (TYP) DA-5 CE = 11.47 FT-NAVD RESIDENTIAL BUILDING #2 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD) LAKE #3 (AREA AT CONTROL ELEV = 5.7 AC) RESIDENTIAL BUILDING #3 (MINIMUM REQUIRED F.F. ELEV = 16.0 FT-NAVD) 18' (TYP) 24' (TYP) 18' (TYP)9'(TYP)WHEEL STOP (TYP)18'(TYP)24'(TYP)15.1515.35 15.20 15.25 15.75 15.20 15.35 15.20 15.10 15.40 15.3515.50 15.35 15.20 15.35 15.35 15.60 15.80 15.40 15.30 15.10 15.55 15.20 15.20 15.70 15.70 15.80 15.20 GRATE =14.60 INV = 9.90 15" RCP GRATE =14.60 INV = 7.70 42" RCP 42" RCP GRATE =14.60 INV = 9.90 18" RCP18" RCP GRATE =14.60 INV = 9.90 GRATE =11.47 INV = 9.90 GRATE =11.47 INV = 9.90 42" RCP GRATE =14.60 INV = 9.90 GRATE =14.60 INV = 4.50 INV = 4.50 15.80 15.65 15.20 15.70 15.85 15.20 15.20 15.30 15.35 15.30 15.2018" RCP 18" RCP GRATE =14.60 INV = 9.90 GRATE =11.47 INV = 4.50 42" RCP 15.4015.25 16.65 GRATE =14.60 INV = 9.90 18" RCP 15.55 15.35 GRATE =14.60 INV = 9.30 15.65 TYPE "D" CURB (TYP) TYPE "D" CURB (TYP) INV = 3.20INV = 1.22 INV = 1.70 INV = -0.28 DRY DETENTION AREA 42" RCP BASIN LINE (TYP) CS DA1B/5 GRATE ELEV = 13.47 BLEED DOWN ELEV = 11.47 INV = 7.47 0.5 ACRE LITTORAL SHELF / FLOW WAY 20' LAKE MAINTENANCE AND ACCESS EASEMENT (TYP) 15.45 20' LAKE MAINTENANCE AND ACCESS EASEMENT (TYP) 18" RCP 11 SY RIP-RAP AT DRAINAGE INLET FOR EROSION CONTROL (TYP) 11 SY RIP-RAP AT DRAINAGE INLET FOR EROSION CONTROL (TYP) 14.80 14.80 PELICAN NURSERY TO EXTEND DRIVEWAY TO PROPERTY LINE FOR FUTURE CONNECTION BY TUSCANY COVE CONCRETE APRON AT GRADE INLET (TYP) CONCRETE APRON AT GRADE INLET (TYP) TYPE "D" GRATE INLET W/SIDE SLOTS (TYP) REVISIONS: No:Revision:Date: 00 10'20'40'80'160' Bar Scale: 1" = 40' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:12:16 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 9:59:21 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-124SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY SITE PLAN (D) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 40' N.T.S. P-BCHD-002-002 P-BCHD-002-002-124SP C-124 07 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746MATCHLINE - SEE SHEET C-123 FORCONTINUATIONMATCHLINE - SEE SHEET C-122 FOR CONTINUATION 9.A.1.e Packet Pg. 142 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 11.8512.2512.3312.4712.6616.5113.7812.5312.4412.5112.5014.8315.9112.4412.3112.2112.3712.2912.7415.1615.878.7612.3812.6912.7911.9311.9012.6512.5411.948.6115.7116.2616.1015.928.4112.1312.4412.4211.5811.4012.4612.3912.108.5815.6415.8616.0015.6515.7815.4214.8815.5015.6214.9415.2815.3915.0115.8115.4216.0615.7516.0115.6415.7715.3616.1815.8815.3714.6813.7712.6412.7712.5011.9011.7011.5312.1115.4614.3814.2311.0614.4713.6710.7016.5615.7515.4514.5311.1011.2511.2011.1511.0812.1112.0012.1712.1412.2112.2412.4312.7313.2913.2113.6213.6413.4013.3513.0312.6512.5712.6612.7813.0313.3913.5118.5718.8413.7114.3812.7712.8913.4912.9612.8613.4213.1312.5113.2513.3813.3313.2921.0818.72 X X X X X X X X X X X X X X X X X X X X X X X X X X X 16"FM18"FM15.7215.4015.3915.3215.2614.9015.1315.3515.5415.7515.6615.4615.1815.0215.3615.7816.9317.1216.7916.7016.6016.3516.2415.9816.0716.0116.0516.0516.3516.1716.4316.3216.4217.0616.7217.1016.6816.8616.5016.3716.3016.1616.2616.2116.3016.3316.5115.5615.5115.3015.3215.2114.9814.9215.0115.1615.2315.3915.4415.4315.5815.6615.6724' (TYP) 18' (TYP) 24' (TYP) 18' (TYP) BASIN LINE (TYP) 50' R.O.W. 5' CONCRETE SIDEWALK IMMOKALEE ROAD EXISTING TYPE "F" CURB AND GUTTER 8' CONCRETE SIDEWALK 15" RCP 15" RCP 60" RCP 8' CONCRETE SIDEWALK 8' CONCRETE SIDEWALK TYPE "F" CURB AND GUTTER (TYP) EXISTING TYPE "F" CURB AND GUTTER EXISTING GUARDRAIL EXISTING GUARDRAIL PELICAN NURSERY DEVELOPMENT BOUNDARY (TYP) GRATE = 13.50 INV = 10.20 GRATE = 13.30 INV = 10.20 J.B. = 14.50 INV = 6.10 15" RCP 15" RCP JUNCTION BOX TO SERVE AS POINT OF CONNECTION FOR FUTURE ROADWAY DRAINAGEPROPERTY BOUNDARY/FUTURE COUNTY RIGHT-OF-WAYEX. STRUCTURE #S-0SCALE:1" = 40'15.9615.12 15" RCP 0.10 AC ADDITIONAL PAVEMENT AREA WITHIN IMMOKALEE ROAD RIGHT-OF-WAY 0.03 AC ADDITIONAL PAVEMENT AREA WITHIN IMMOKALEE ROAD RIGHT-OF-WAY T.I. = 15.12 INV = 11.00 10.3914.6314.2712.3512.3414.6114.4511.1211.6214.3715.0212.2214.1614.4714.6414.2714.1214.4114.6814.4513.9514.4114.6214.3110.699.4214.5714.5513.2512.8210.81SCALE:1" = 40' X X X X X X X X X X X X X X X X X X X X 14.1615.4115.3115.2815.2115.1415.0015.1015.135.965.9414.715.9814.6313.6114.5214.406.058.165.905.9513.966.116.0714.616.2914.596.036.106.1313.306.6316.8616.7216.8116.6216.7016.7716.7916.6516.6616.6716.6916.7116.6216.7116.6816.5316.5316.4616.9516.4916.7517.2917.3017.8417.3317.3317.2417.5616.8816.6416.4816.1416.2416.2516.2116.1215.9515.845.955.826.0415.7815.7415.4615.286.506.096.125.986.035.755.765.536.0412.5714.3515.5915.6514.4215.7914.6415.9516.4014.4113.9816.1016.1913.3716.1513.5116.1616.1519.4416.4015.9413.7216.2213.8415.6915.38COLLIER BOULEVARD 951 CANAL NORTH 1 8 ' ( TYP ) PROPOSED BRIDGE (BY OTHERS)INV = 5.00 EXISTING 12' ASPHALT PATH 48" RCP TYPE "F" CURB AND GUTTER TYPE "A" CURB (TYP) 6' CONCRETE SIDEWALK 6' CONCRETE SIDEWALK EXISTING TYPE "F" CURB AND GUTTER EXISTING TYPE "F" CURB AND GUTTER TYPE "F" CURB AND GUTTER EXISTING TYPE "F" CURB AND GUTTER EXISTING GUARDRAIL EX. STRUCTURE #S-526 EX. 24" RCP 6' CONCRETE SIDEWALK 17.2416.6316.5316.91 16.51 15.98 15.83 16.10 16.30 16.50 16.90 16.30 T.I. = 15.83 INV = 9.30 24" RCP 24" RCP J.B. = 16.00 RIM = 9.25 0.09 AC ADDITIONAL PAVEMENT AREA WITHIN COLLIER BOULEVARD RIGHT-OF-WAY 0.18 AC ADDITIONAL PAVEMENT AREA WITHIN COLLIER BOULEVARD RIGHT-OF-WAY 12.1311.7012.5015.4012.4712.5012.4012.5112.0012.9115.5416.5013.3012.4312.4212.5512.4112.4614.5713.3613.6314.7115.4415.2912.2812.2712.4312.4312.1812.2512.3312.2912.4712.6616.5113.7812.5312.4412.5112.5014.8315.9112.4412.3112.2112.3712.2912.7415.1614.9415.8615.5715.9216.0215.4315.7815.4615.2315.3315.7315.3615.1215.2915.2015.3615.6415.3816.0015.6515.7815.4214.8815.5015.6214.9415.2815.3915.0115.4514.5312.0112.0712.1012.0513.3114.9415.0515.2215.1815.3915.3615.4715.2215.1714.8414.5214.0612.6311.9511.8411.8911.8111.7712.1712.1412.2112.2412.4312.7313.2913.2113.6213.6413.4013.3513.0312.6512.5712.6612.7813.0313.3913.5118.5718.8412.8913.4912.9612.8613.4213.1312.5113.2513.3813.3321.0818.72SCALE:1" = 40'15.7715.7415.6215.4415.5415.7215.4015.3915.3215.2614.9015.1316.7416.6216.6516.5816.4316.3416.2716.2716.1416.0216.0215.8915.9316.4515.9816.2616.2616.2916.3016.3516.5016.9317.1216.7916.7016.6016.3516.2415.9816.0716.0116.0516.0516.3516.1716.4314.9915.3215.2114.9114.9814.9215.0115.1614.7614.8715.2315.3915.1315.4415.4315.1915.2615.5815.6615.3915.4515.6715.5115.3515.2915.2614.9914.9614.4114.6914.7214.7614.8514.9815.0915.3415.6015.6315.55IMMOKALEE ROAD 1.3± AC PROPOSED ROW DEDICATION EXISTING TYPE "F" CURB AND GUTTER EXISTING TYPE "F" CURB AND GUTTER TYPE "F" CURB AND GUTTER (TYP) 8' CONCRETE SIDEWALK 8' CONCRETE SIDEWALK 60" RCP 8' CONCRETE SIDEWALK EXISTING GUARDRAIL PELICAN NURSERY DEVELOPMENT BOUNDARY (TYP) G.I. = 12.50 INV = 6.10 G.I. = 12.20 INV = 6.10 PELICAN NURSERY DEVELOPMENT BOUNDARY (TYP) PROPERTY BOUNDARY/FUTURE COUNTY RIGHT-OF-WAY FUTURE COUNTY R.O.W.(WIDTH VARIES)GRATE INLET TO SERVE AS POINT OF CONNECTION FOR FUTURE ROADWAY DRAINAGE 15" RCP EX. STRUCTURE #S-1 EX. STRUCTURE #S-2 EX. STRUCTURE #S-1B EX. STRUCTURE #S-1A EX. 30" RCPEX. 30" RCP EX. 24" RCP EX. STRUCTURE #S-2A EX. STRUCTURE #S-4 EX. STRUCTURE #S-3 EX. 24 RCP EX. 36" RCP EX. 36" RCP EX. STRUCTURE #S-0B EX. STRUCTURE #S-0D EX. STRUCTURE #S-115 EX. 18" RCP 0.06 AC ADDITIONAL PAVEMENT AREA WITHIN IMMOKALEE ROAD RIGHT-OF-WAY 0.07 AC ADDITIONAL PAVEMENT AREA WITHIN IMMOKALEE ROAD RIGHT-OF-WAY 0.03 AC ADDITIONAL PAVEMENT AREA WITHIN IMMOKALEE ROAD RIGHT-OF-WAY 17.41 16..94 REVISIONS: No:Revision:Date: 00 10'20'40'80'160' Bar Scale: 1" = 40' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 9:26:33 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 10:00:22 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-125SP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY OFFSITE IMPROVEMENT PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = 40' N.T.S. P-BCHD-002-002 P-BCHD-002-002-125SP C-125 08 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 WEST TURN LANE NORTHEAST TURN LANE NORTHWEST TURN LANE 9.A.1.e Packet Pg. 143 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) B SCALE: 1" = 10' SECTION A SCALE: 1" = 10' SECTION F SCALE: 1" = 10' SECTION G SCALE: 1" = 10' SECTION H SCALE: 1" = 10' SECTION I SCALE: 1" = 10' SECTION J SCALE: 1" = 10' SECTION E SCALE: 1" = 10' SECTION C SCALE: 1" = 10' SECTION K SCALE: 1" = 10' SECTION D SCALE: 1" = 10' SECTION L SCALE: 1" = 10' SECTION ⅊ PELICAN NURSERY TUSCANY COVE (RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 1 REQ'D TOP OF BERM ELEV = 14.6 2' (SOD) ⅊ PELICAN NURSERY TUSCANY COVE (RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 (MAX) 1 TOP OF BERM ELEV = 14.6 2' (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT ⅊ MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) PELICAN NURSERY AVERAGE EXISTING GROUND ELEV = VARIES 10 1 3 (MAX) 1 ROUGH FILL ELEV = 14.6± TOP OF BERM ELEV = 14.6 BENT CREEK (RESIDENTIAL) FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) EX. IMMOKALEE ROAD TRAVEL LANE ⅊ PELICAN NURSERY IMMOKALEE ROAD R.O.W. FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) VARIES20' TYPE "D" LANDSCAPE BUFFER MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 4 1 6' (SHRUBS) 10' (SOD) 1 20 4' (SOD) ROUGH FILL ELEV = 14.6± TOP OF BERM ELEV = 14.6 FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) ⅊ PELICAN NURSERY IMMOKALEE ROAD R.O.W. VARIES EX. IMMOKALEE ROAD TRAVEL LANE 20' TYPE "D" LANDSCAPE BUFFER MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 10' (SOD) 1 20 4' (SOD) ROUGH FILL ELEV = 14.6± TOP OF BERM ELEV = 14.6 PROPOSED COMMERCIAL DEVELOPMENT ⅊ PELICAN NURSERY IMMOKALEE ROAD R.O.W. 23' EX. IMMOKALEE ROAD TRAVEL LANE 20' TYPE "D" LANDSCAPE BUFFER MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 3 (MAX) 1 6' (SHRUBS)10' (SOD) 1 20 4' (SOD) PROPOSED RIGHT TURN LANE 2% ASPHALT CONCRETE STABILIZED SUBGRADELIMEROCK BASE WHEEL STOP (TYP) OPEN SPACE (SOD) TOP OF BERM ELEV = 14.6 PARKING AREA ⅊ 20' TYPE "D" LANDSCAPE BUFFER PELICAN NURSERYIMMOKALEE ROAD R.O.W. / SFWMD DRAINAGE EASEMENT EX. 10' ASPHALT PATH 19'±VARIES TYPE "D" CURB 2%2% PARKING AREA MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 3 (MAX) 1 10' (SOD) 1 20 4' (SOD) 2%2% 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 (MAX) 1 PARKING AREA 12' TRAVEL LANE12' TRAVEL LANEPARKING STALL 18' PARKING STALL VARIES (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 3' (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE ⅊ WHEEL STOP (TYP) ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE 13' (SOD) CE = 11.47 FT-NAVD LAKE AVERAGE EXISTING GROUND ELEV = 12.0± INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 4 1 10 1 20' LAKE MAINTENANCE AND ACCESS EASEMENT 2% ASPHALT CONCRETE STABILIZED SUBGRADELIMEROCK BASE WHEEL STOP (TYP) PARKING AREA CE = 11.47 FT-NAVD 20 1 9'±16'± (SOD) 8'± LITTORAL PLATING 10'±10'±13'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 10'± 4 1 8 1 2 1 4 1 8 1 2 1 BOTTOM OF FLOW WAY ELEV = 5.5± TOP OF BANK ELEV = 15.5± FLOW WAY / LITTORAL PLANTING ⅊ PELICAN NURSERY TUSCANY COVE (RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 (MAX) 1 TOP OF BERM ELEV = 14.6 2' (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 13' (SOD) CE = 11.47 FT-NAVD LAKE AVERAGE EXISTING GROUND ELEV = 12.0± INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 4 1 2 1 2 1 BENT CREEK (RESIDENTIAL)PELICAN NURSERY TOP OF BERM ELEV = 14.6 8' CONCRETE SIDEWALK 6' (SOD) 6' (SHRUBS) 8' CONCRETE SIDEWALK 6' (SOD) 8' CONCRETE SIDEWALK REQ'D TOP OF BERM ELEV = 14.6 BOTTOM OF CANAL ELEV = 6.0± ⅊ 20' TYPE "D" LANDSCAPE BUFFER PELICAN NURSERYIMMOKALEE ROAD R.O.W. / SFWMD DRAINAGE EASEMENT EX. 10' ASPHALT PATH 19'± 10 1 3 (MAX) 1 5' (SOD) 2' (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE REQ'D TOP OF BERM ELEV = 14.6 BOTTOM OF CANAL ELEV = 6.0± 10 1 3 1 7' BOTTOM OF DRY DETENTION AREA = 12.47 FT-NAVD ⅊ PELICAN NURSERY BENT CREEK PRESERVE 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 (MAX) 1 TOP OF BERM ELEV = 14.6 2' (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 13' (SOD) CE = 11.47 FT-NAVD LAKE AVERAGE EXISTING GROUND ELEV = 12.0± INSTALL DOUBLE ROW SILT FENCE ADJACENT TO OFFSITE WETLAND PRESERVE 4 1 2 1 7'± 2'± (SOD) 13'± 20' LAKE MAINTENANCE AND ACCESS EASEMENT REQ'D TOP OF BERM ELEV = 14.6 CE = 11.47 FT-NAVD4 1 2 1 4 1 AVERAGE EXISTING GROUND ELEV = 11.5± PELICAN NURSERY LAKE 10 1 ⅊ EX. 10' ASPHALT PATH 19'± IMMOKALEE ROAD R.O.W. / SFWMD DRAINAGE EASEMENT 20' TYPE "D" LANDSCAPE BUFFER 8'± 3 (MAX) 1 8'±DRY DETENTION AREA (SOD) DRY DETENTION AREA SLOPE TO BE STABILIZED WITH PINE STRAW AND CORDGRASS 8'± LITTORAL PLATING RIP-RAP FLOW WAY SIDE SLOPES (TYP) LOADING ZONELOADINGZONE LOADINGZONE LOADINGZONELOADINGZONELO A D I N G ZO N E LO A D I N G ZON E16"FM16"FM 18"FM18"FMSCALE:1" = 200'M 302 A 301 C 301 D 301 E 301 F 301 J 301 H 301 H 301 I 301 G 301 C 301 J 301 N 302 K 301 L 301 P 302 P 302 B 301 O 301 P 302 S 302 R 302 Q 302 S 302 CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AT A MINIMUM, A ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG ALL SIDEWALKS OR OTHER HARDSCAPE/PAVED SURFACES, UNLESS INDICATED OTHERWISE ON THE APPROVED LANDSCAPE ARCHITECTURAL PLANS. 6.AT A MINIMUM, ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG BACK OF CURB FOR ALL TYPICAL ROADWAY SECTIONS. 7.ALL UNPAVED AREAS WITHIN RIGHT-OF-WAY SHALL BE SEEDED AND MULCHED OR COVERED WITH OTHER SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. 8.ALL OPEN SPACE/LANDSCAPE AREAS OUTSIDE OF RIGHT-OF-WAY SHALL BE COVERED WITH A SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 00 50'100'200'400'600' Bar Scale: 1" = 200' PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/11/2019 11:02:39 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 10:00:56 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-301CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY CROSS SECTION MAP AND CROSS SECTIONS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 AS SHOWN N.T.S. P-BCHD-002-002 P-BCHD-002-002-301CS C-301 09 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 9.A.1.e Packet Pg. 144 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) M SCALE: 1" = 10' SECTION N SCALE: 1" = 10' SECTION O SCALE: 1" = 10' SECTION 6' CONCRETE SIDEWALK 3' 2%2%2%2% 6' CONCRETE SIDEWALK 2'22' TRAVEL LANE 20'12' TRAVEL LANE TYPE "F" CURB (TYP) TYPE "F" CURB (TYP) TYPE "A" CURB (TYP) TYPE "A" CURB (TYP) 75' R.O.W. (PRIVATE) ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE F.F. ELEV = 16.0 MINIMUM 1 4 10'± (SOD)10'± LAKE AVERAGE EXISTING GROUND ELEV = 12.2 FT-NAVD PELICAN NURSERY TOP OF BANK ELEV = 14.0 C.E. = 11.47 FT-NAVD 20' LAKE MAINTENANCE AND ACCESS EASEMENT 1 4 1 10 1 4 2% ASPHALT CONCRETE STABILIZED SUBGRADELIMEROCK BASE WHEEL STOP (TYP) PARKING AREA 20 1 15'±8'± (SOD)12'± 20' LAKE MAINTENANCE AND ACCESS EASEMENT TOP OF BANK ELEV = 14.5± C.E. = 11.47 FT-NAVD4 1 2 1 20 1 4 1AVERAGE EXISTING GROUND ELEV = 12.2± PELICAN NURSERY LAKE P SCALE: 1" = 10' SECTION TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK 50' PRIVATE R.O.W. 12' TRAVEL LANE2'12' TRAVEL LANE 2'6'5' CONCRETE SIDEWALK ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE 6' 2% ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE WHEEL STOP (TYP) PARKING AREA10' P.U.E. / LBE 1' AVERAGE EXISTING GROUND ELEV = 12.0± FT-NAVD 1 20 ROUGH FILL ELEV = 14.6± FUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) PELICAN NURSERY 10' P.U.E. PROPOSED COMMERCIAL DEVELOPMENT 13'± (SOD) 8'± (SOD)12'± 20' LAKE MAINTENANCE AND ACCESS EASEMENT TOP OF BANK ELEV = 14.5± C.E. = 11.47 FT-NAVD4 1 2 1 20 1 4 1 LAKE10' P.U.E. / LBEFUTURE COMMERCIAL DEVELOPMENT (CONCEPTUAL) 10' P.U.E. 1 3 1 3 20 1 S SCALE: 1" = 10' SECTION ⅊ PELICAN NURSERY TUSCANY COVE (RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 1 REQ'D TOP OF BERM ELEV = 14.6 2' (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 20' LAKE MAINTENANCE AND ACCESS EASEMENT CE = 11.47 FT-NAVD 20 1 5'± (SOD) 16'± (SOD) 8'± LITTORAL PLATING 10'±10'±13'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 10'± 4 1 8 1 2 1 4 1 8 1 2 1 BOTTOM OF FLOW WAY ELEV = 5.5± TOP OF BANK ELEV = 15.5± FLOW WAY / LITTORAL PLANTING 8'± LITTORAL PLATING RIP-RAP FLOW WAY SIDE SLOPES (TYP) 4'± 5' CONCRETE SIDEWALK 6'± (SOD) F.F. ELEV = 16.0 MINIMUM Q SCALE: 1" = 10' SECTION 2% ASPHALT CONCRETE STABILIZED SUBGRADELIMEROCK BASE WHEEL STOP (TYP) PARKING AREA 2'±8'± (SOD)12'± 20' LAKE MAINTENANCE AND ACCESS EASEMENT TOP OF BANK ELEV = 14.5± C.E. = 11.47 FT-NAVD4 1 2 1 10 1 4 1AVERAGE EXISTING GROUND ELEV = 12.2± PELICAN NURSERY LAKE R SCALE: 1" = 10' SECTION 8'± (SOD)12'± 20' LAKE MAINTENANCE AND ACCESS EASEMENT TOP OF BANK ELEV = 14.5± C.E. = 11.47 FT-NAVD4 1 2 1 20 1 4 1AVERAGE EXISTING GROUND ELEV = 12.2± PELICAN NURSERY LAKE 20 1 5'± (SOD) 5' CONCRETE SIDEWALK 4'± (SOD) F.F. ELEV = 16.0 MINIMUM LOADING ZONELOADINGZONE LOADINGZONE LOADINGZONELOADINGZONELO A D I N G ZO N E LO A D I N G ZON E16"FM16"FM 18"FM18"FMSCALE:1" = 200'M 302 A 301 B 301 C 301 D 301 E 301 F 301 J 301 H 301 H 301 I 301 G 301 C 301 J 301 N 302 O 301 K 301 L 301 P 302 P 302 P 302 S 302 R 302 Q 302 S 302 CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AT A MINIMUM, A ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG ALL SIDEWALKS OR OTHER HARDSCAPE/PAVED SURFACES, UNLESS INDICATED OTHERWISE ON THE APPROVED LANDSCAPE ARCHITECTURAL PLANS. 6.AT A MINIMUM, ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG BACK OF CURB FOR ALL TYPICAL ROADWAY SECTIONS. 7.ALL UNPAVED AREAS WITHIN RIGHT-OF-WAY SHALL BE SEEDED AND MULCHED OR COVERED WITH OTHER SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. 8.ALL OPEN SPACE/LANDSCAPE AREAS OUTSIDE OF RIGHT-OF-WAY SHALL BE COVERED WITH A SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 00 50'100'200'400'600' Bar Scale: 1" = 200' PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:16:26 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 10:01:27 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-302CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY CROSS SECTION MAP AND CROSS SECTIONS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 AS SHOWN N.T.S. P-BCHD-002-002 P-BCHD-002-002-302CS C-302 10 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 9.A.1.e Packet Pg. 145 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 20'12' (MIN)4'±1 2 7' SEED AND MULCH 20' MAINTENANCE EASEMENT 13' 4 1 N.T.S. TOP OF BANK ELEV = VARIES± NOTE: TOP OF BANK LOCATION AND ELEVATION WILL VARY DEPENDING ON EXISTING GROUND ELEVATION AVERAGE EXISTING GROUND ELEV. = 12.2± FT-NGVD BOTTOM OF LAKE ELEV. = (-) 8.53± FT-NAVD (MAX)6'±TYPICAL LAKE SECTION W/ LITTORAL SHELF PLANTING AREA (LSPA) N.T.S.4' (MAX.)N.T.S. NOTES: 1.THE BOUNDARY OF THE LSPA SHALL BE POSTED WITH APPROPRIATE SIGNAGE DENOTING THE AREA AS A LSPA. SIGN(S) SHOULD NOTE THAT THE POSTED AREA IS A LITTORAL SHELF PLANTING AREA THAT PROVIDES ECOLOGICAL BENEFITS TO THE AREA AND CONTAINS SPECIFIC INSTRUCTIONS TO ENSURE THAT THE PLANTED AREA WILL NOT BE SUBJECTED TO TYPICAL LANDSCAPE MAINTENANCE PRACTICES (I.E.) MOWING OR CHEMICAL TREATMENT EXCEPT AS ALLOWED IN OPERATIONAL REQUIREMENTS. 2.SIGNS SHALL BE PLACED OUTSIDE THE MAINTENANCE EASEMENT NEAR EDGE OF WATER (CONTROL). 3.A MINIMUM OF TWO SIGNS SHALL BE PROVIDED TO MARK THE EXTENT OF THE LSPA. 4.MAXIMUM SIGN SPACING SHALL BE 150 FEET. 5.SIGN SHALL COMPLY WITH COLLIER COUNTY LAND DEVELOPMENT CODE SECTION 5.06.03 PER COLLIER COUNTY LDC SECTION 3.05.10, THE PURPOSE AND INTENT OF A LITTORAL SHELF PLANTING AREA (LSPA) IS TO ESTABLISH A PLANTED AREA WITHIN AN EXCAVATED LAKE THAT WILL SUPPORT WETLAND PLANTS, IMPROVES WATER QUALITY WITHIN THE LAKE AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND OTHER WATERFOWL. CONTAINED WITHIN AN EXCAVATED LAKE, THIS AREA WILL TYPICALLY FUNCTION AS A FRESHWATER MARSH. ACCORDINGLY, THE FOLLOWING REQUIREMENTS HAVE BEEN ESTABLISHED IN ORDER FOR THE LSPA TO BE DESIGNED AND MAINTAINED TO ACCOMPLISH THIS STATED PURPOSE AND FUNCTION. AREA REQUIREMENTS. THE TOTAL AREA OF THE LSPA SHALL BE CALCULATED AS A PERCENTAGE OF THE TOTAL AREA OF THE LAKE AT CONTROL ELEVATION. AREA REQUIREMENTS VARY WITHIN THE COUNTY AND ARE AS FOLLOWS: RURAL FRINGE MIXED USE DISTRICT - 30 PERCENT ALL OTHER AREAS - 7 PERCENT LOCATION CRITERIA. UNLESS OTHERWISE ALLOWED FOR, THE LSPA SHALL BE CONCENTRATED IN ONE LOCATION OF THE LAKE(S), PREFERABLY ADJACENT TO A PRESERVE AREA, IN ORDER TO MAXIMIZE ITS HABITAT VALUE AND MINIMIZE MAINTENANCE EFFORTS. MULTIPLE LOCATIONS FOR MEETING THE LSPA AREA REQUIREMENT WITHIN A SINGLE LAKE SHALL BE ALLOWED AS LONG AS A SINGLE LSPA IS NO SMALLER THAN 1,000 SQUARE FEET. WHENEVER POSSIBLE, THE LSPA SHOULD BE LOCATED AWAY FROM RESIDENTIAL LOTS IN ORDER TO AVOID MAINTENANCE AND AESTHETIC CONFLICTS WITH RESIDENTIAL USERS, AND THE LSPA SHOULD BE LOCATED ADJACENT TO CONTROL STRUCTURES OR PIPE OUTLETS OR INLETS IN ORDER TO MAXIMIZE WATER QUALITY BENEFITS. HOWEVER, THE LSPA SHALL BE LOCATED NO CLOSER THAN 20 FEET FROM ANY DISCHARGE STRUCTURE OR PIPE INTAKE SO AS TO NOT IMPEDE FLOW. IF THE LSPA IS LOCATED AROUND A DISCHARGE STRUCTURE, THE 20-FOOT SETBACK SHALL EXTEND WATERWARD OF THE DISCHARGE STRUCTURE TO A POINT IN THE CENTER OF THE LAKE. FOR INTERCONNECTED LAKE SYSTEMS, THE TOTAL REQUIRED AREA OF THE LSPA FOR ALL LAKES MAY BE CONFIGURED WITHIN A SINGLE LAKE AND AT ONE LOCATION. SHELF ELEVATION. THE DESIGN ELEVATION(S) OF THE LSPA SHALL BE DETERMINED BASED ON THE ABILITY OF THE LSPA TO FUNCTION AS A MARSH COMMUNITY AND ON THE ABILITY OF SELECTED PLANTS TO TOLERATE THE EXPECTED RANGE OF WATER LEVEL FLUCTUATIONS. GENERALLY, MARSH COMMUNITIES IN THIS AREA HAVE A HYDROPERIOD OF BETWEEN 6 AND 10 MONTHS. WET SEASONAL WATER LEVELS RANGE FROM 12 TO 24 INCHES ABOVE GROUND ELEVATION. DRY SEASONAL WATER LEVELS ARE 6 INCHES BELOW GROUND ELEVATION FOR AN AVERAGE YEAR AND 46 INCHES BELOW GROUND ELEVATION FOR A 1 IN 10 YEAR DROUGHT. THE DESIGN OF THE SHELF MAY DEVIATE FROM THOSE REFERENCE VALUES IF SITE-SPECIFIC DATA AND INFORMATION IS PRESENTED THAT SUPPORTS THE PROPOSED ELEVATIONS. SHELF CONFIGURATION. THE LSPA SHALL BE DESIGNED SO THAT THE SLOPE OF THE SHELF IS AS FLAT AS POSSIBLE. AN UNDULATING BOTTOM ALLOWING FOR SHALLOW POOLING DURING THE DRY SEASON IS ENCOURAGED. SHELVES MAY BE TERRACED TO PROVIDE FOR VARYING ELEVATIONS FOR DIFFERENT PLANT SPECIES. THE AREA REQUIREMENT SPECIFIED PREVIOUSLY SHALL ONLY BE SATISFIED BY THOSE AREAS PLANTED ON A SHELF THAT HAS AN AVERAGE SLOPE OF 8:1 OR FLATTER. SHELVES HAVING UNDULATING BOTTOMS AND TERRACED CONFIGURATIONS SHALL BE DEEMED TO MEET THE SLOPE REQUIREMENTS IF THE AVERAGE SLOPE ACROSS THE SHELF IS 8:1 OR FLATTER. PLANT SELECTION AND SPECIFICATIONS. PLANTS SHALL BE SELECTED BASED ON THE EXPECTED FLOODING DURATIONS, MAXIMUM WATER DEPTHS, AND EXPECTED SALINITY CONCENTRATIONS FOR WHICH THE SELECTED PLANTS CAN SURVIVE. THE LSPA SHALL BE INITIALLY PLANTED WITH AT LEAST THREE DIFFERENT SPECIES OF NATIVE, NURSERY GROWN OR OTHERWISE LEGALLY OBTAINED VEGETATION. NO SPECIES SHALL CONSTITUTE MORE THAN 50 PERCENT OF COVERAGE, AND AT LEAST ONE SPECIES SHALL BE HERBACEOUS. SPACING SHALL BE NO MORE THAN: 20 FEET FOR TREES; 5 FEET FOR SHRUBS; AND 36 INCHES ON CENTER FOR HERBACEOUS PLANTS. AT THE TIME OF PLANTING, MINIMUM SIZE SHALL BE: 3 GALLON (MINIMUM 4 FEET HIGH) FOR TREES; 1 GALLON FOR SHRUBS AND 12 INCHES FOR HERBACEOUS PLANTS. CLUSTERING OF PLANTS SHALL BE ALLOWED TO PROVIDE FOR SCATTERED OPEN AREAS AS LONG AS THE OPEN AREAS DO NOT CONSTITUTE MORE THAN 20 PERCENT OF THE REQUIRED SHELF AREA AND THE ELEVATIONS OF THE OPEN AREAS AREA AT LEAST A FOOT DEEPER THAN THE SURROUNDING PLANTED AREA. OPERATIONAL REQUIREMENTS: EIGHTY PERCENT VEGETATIVE COVERAGE OF THE LSPA IS REQUIRED WITHIN A TWO-YEAR PERIOD FOLLOWING THE INITIAL PLANTING AND SHALL BE MAINTAINED IN PERPETUITY. NATIVE PLANTS THAT RECRUIT WITH THE LSPA WILL BE COUNTED TOWARDS THIS COVERAGE REQUIREMENT EXCEPT AS REQUIRED PER SECTION 3.05.10B.2 THE LSPA MUST BE KEPT FREE OF REFUSE AND DEBRIS. PROHIBITED EXOTICS AND NUISANCE SPECIES SHALL BE REMOVED AS THEY OCCUR, MANUALLY OR THEY MAY BE SPOT-TREATED WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES. PROHIBITED EXOTICS ARE THOSE SPECIES AS LISTED IN SECTION 3.05.08 OF THE LDC. FOR THE PURPOSE OF THIS SECTION, NUISANCE SPECIES INCLUDE THOSE SPECIES LISTED AS CLASS I AND CLASS II PROHIBITED AQUATIC PLANTS SPECIFIED IN CHAPTER 62C-52.011, FLORIDA ADMINISTRATIVE CODE. CATTAILS SHALL BE REMOVED MANUALLY OR WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES WHEN THEY EXCEED TEN PERCENT COVERAGE OF THE REQUIRED LSPA AREA.20' (MAX)12' (MIN)1 2 7' SEED AND MULCH 20' MAINTENANCE EASEMENT 13' 8 1 TOP OF BANK ELEV = VARIES± NOTE: TOP OF BANK LOCATION AND ELEVATION WILL VARY DEPENDING ON EXISTING GROUND ELEVATION AVERAGE EXISTING GROUND ELEV. = 12.2± FT-NGVD BOTTOM OF LAKE ELEV. = (-) 8.53± FT-NAVD (MAX) WIDTH VARIES IF ROCK, HOMOGENOUS TO THE BOTTOM OF THE EXCAVATION, IS ENCOUNTERED AT ANY ELEVATION ABOVE THE BREAKPOINT, THEN THE REMAINING SLOPE BELOW THE BREAKPOINT SHALL BE NO STEEPER THAN 0.5 TO ONE. IF SAID HOMOGENOUS ROCK IS ENCOUNTERED BELOW THE BREAKPOINT, THEN THE SLOPE BELOW THE BREAKPOINT SHALL BE NO STEEPER THAN TWO TO ONE TO THE ROCK ELEVATION, AND NO STEEPER THAN 0.5 TO ONE FROM THE ROCK ELEVATION TO TEN FEET BELOW THE CONTROL ELEVATION. 4 1 8:1 MIN SHELF SHALL BE CONSTRUCTED FOR DESIGNATED LITTORAL PLANTING AREA (SEE PLAN FOR LOCATIONS) CONTROL ELEV. = 11.47 LOW WATER ELEV. = 5.47 BREAK POINT ELEV. = 1.47 TYPICAL LAKE SECTION NOTE: PER COLLIER COUNTY LDC, SECTION 3.05.10, ALL LITTORAL ZONES MUST HAVE A MINIMUM 20' SEPARATION FROM ANY DRAINAGE STRUCTURE "DESIGNATED LITTORAL SHELF PLANTING AREA. THIS WETLAND PLANTING SERVES TO IMPROVE LAKE WATER QUALITY AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND WATERFOWL. THE PLANTING AREA IS NOT TO BE DISTURBED AND IS NOT TO BE SUBJECTED TO HERBICIDAL TREATMENTS OR OTHER ACTIVITIES THAT WILL NEGATIVELY IMPACT THE VEGETATION." 2 SF MAXIMUM SIGN AREA (REF. NOTE 1 FOR INFORMATION TO BE INCLUDED ON SIGN) FINISHED GRADE LITTORAL SHELF PLANTING AREA SIGN DETAIL CONTROL ELEV. = 11.47 LOW WATER ELEV. = 5.47 BREAK POINT ELEV. = 1.47 CURB NOTES 1.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 2.AN EXPANSION JOINT WILL BE PLACED AT THE END OF ALL RETURNS AT INTERVALS NOT TO EXCEED 50' WITH CONTRACTION JOINTS AT 10' INTERVALS BETWEEN. 3.EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY. 4.EXPANSION JOINTS SHALL BE CONSTRUCTED WITH 1/2" BITUMINOUS IMPREGNATED EXPANSION JOINT MATERIAL. 5.THE FOLLOWING NOTE IS APPLICABLE FOR CURB TYPES "A", "E" AND "F". WHEN USED ON THE HIGH SIDE OF THE ROADWAYS THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE FACE WILL BE LESS.N.T.S. (FDOT REF. INDEX #300) N.T.S. (FDOT REF. INDEX #300) 1'-4"11"9"7"6"2"3"6" FINISHED PAVEMENT 2"6"12"8"18"1-3/4"R. 3/4"R.3/4"R. 3/4"R. FINISHED PAVEMENT FDOT TYPE "A" CURB DETAIL 2"R. FDOT TYPE "D" CURB DETAIL N.T.S. TYPICAL ASPHALT PAVEMENTROADWAY/PARKING PAVEMENT SECTION DETAIL 1.ASPHALTIC CONCRETE PAVEMENT (TYPE S-III) SHALL BE PLACED IN TWO 3/4" LIFTS, ACCORDING TO AASHTO ASPHALT MANUAL. 2.5-1/2" LIMEROCK BASE MATERIAL MY BE SUBSTITUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. ALL SPECIFICATIONS FOR LIMEROCK BASE SHALL BE ADHERED TO. 3.AN ALTERNATE PAVEMENT SECTION UTILIZING PAVER BRICKS MAY BE SUBSTITUTED FOR THE TYPICAL ASPHALT PAVEMENT SECTION AT THE OWNER'S DISCRETION. STRUCTURAL CHARACTERISTICS MUST MEET MINIMUM LAND DEVELOPMENT CODE REQUIREMENTS OR APPROVING AUTHORITY. 1-1/2" THK. ASPHALTIC CONCRETE (TYPE S-III) 12" STABILIZED SUBGRADE (MIN. LBR 40) 6" MIN. LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF MAX. DENSITY AS DETERMINED BY AASHTO T 180 12" N.T.S. 12"16"VARIES (SEE SITE PLAN) 3" MIN.* 4"SLOPE VARIES (2% MAX.) BROOM FINISH 4" THICK REINFORCED CONCRETE SLAB WITH 6/6, 6"X6" WWM 1/2" R (TYP.)SOD (TYP.) (SEE LANDSCAPE PLAN FOR VERIFICATION) *CONTRACTOR SHALL SET GRADE 3" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT (TYP) TYPICAL CONCRETE SIDEWALK DETAIL NOTES: 1.OWNER HAS THE DISCRETION OF USING PAVER BRICKS IN PLACE OF CONCRETE SIDEWALK. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S PLANS FOR PAVER BRICK FINAL LOCATIONS, THICKNESS, SIZE, COLOR, PATTERN, AND SPECIFICATIONS. PAVER BRICK SEALANT OR REPELLENT MAY BE USED AT OWNER'S DISCRETION. IF THERE ARE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATION AND ENGINEER'S PLANS, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS. 2.THE PROPOSED FILL SHALL BE COMPACTED IN 12" LIFTS TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180 AND THE ENGINEER'S TECHNICAL SPECIFICATIONS. 3.SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM, EVEN SURFACE, TRUE TO GRADE, AND CROSS-SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 4.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. 5.SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS AND AN EXPANSION JOINT EVERY 100'. 6.MAXIMUM LONGITUDINAL SLOPE FOR DISABLED ACCESSIBLE SIDEWALK SHALL BE 1:20. 7.SOD TO BE FLUSH WITH SIDEWALK, PROVIDE POSITIVE SLOPE TO PREVENT PONDING. 8.FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR WIRE MESH REINFORCEMENT AT THE DISCRETION OF THE DEVELOPER. A-3 SELECT SOIL (AASHTO M145) W/ MAX. 5% PASSING # 200 SIEVE. COMPACTED TO 95% DENSITY VARIES, SEE SITE PLANS SIDEWALK 1.REFERENCE "TYPICAL CONCRETE SIDEWALK SECTION DETAIL" FOR SIDEWALK DESIGN SPECIFICATIONS. 2.CONTRACTOR SHALL SET ROUGH GRADE A MINIMUM OF 1" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT. IF AREA IS TO BE SEEDED, THEN CONTRACTOR SHALL SET ROUGH GRADE FLUSH WITH FINISHED SIDEWALK ELEVATION TO ACCOMMODATE POSITIVE DRAINAGE FLOW. 3.CONTRACTOR SHALL SET ROUGH GRADE A MINIMUM OF 3" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT. IF AREA IS TO BE SEEDED, THEN CONTRACTOR SHALL SET ROUGH GRADE AT A 1/2" MIN./1" MAX. BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE POSITIVE DRAINAGE FLOW. N.T.S. SEE NOTE #3 SEE NOTE #3 SLOPE (1% MIN./2% MAX) GENERALIZED SURFACE WATER FLOW DIRECTION (TYP) SEE NOTE #1 COMPACTED FILL DESIGN CONFIGURATION 2 VARIES, SEE SITE PLANS SIDEWALK SEE NOTE #2 SEE NOTE #3 SLOPE (1% MIN./2% MAX) GENERALIZED SURFACE WATER FLOW DIRECTION (TYP) SEE NOTE #1 COMPACTED FILL DESIGN CONFIGURATION 1 TYPICAL EDGE OF SIDEWALK SECTION DETAILS 5'-0"60 ° 5'9'12' PLAN 3'-0"DISABLED PARKING SIGNS TYPICAL 90° PARKING SPACE DETAILS18'F.S. 318.14 $ 250 FINE FTP - 55 VAN ACCESSIBLE FTP - 25 SHALL BE POSTED PER SITE "VAN ACCESSIBLE" SIGN LANDSCAPE ISLAND A MINIMUM OF ONE N.T.S. 3' MINIMUM CLEAR SIDEWALK WIDTH 6" WHITE (TYP) 6" WHITE 2' (TYP) 2" CONCRETE SIDEWALK (MIN. 5' WIDTH) DISABLED PARKING SIGN W/ SUPPLEMENTAL "$250 FINE" SIGN (REFERENCE DETAIL) USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLOR 6" WHITE (TYP) WHEEL STOP (TYP) 6" WHITE (TYP) USE OF PAVEMENT SYMBOL IN ACCESSIBLE PARKING SPACES IS OPTIONAL, WHEN USED THE SYMBOL SHALL BE 3' OR 5' HIGH AND WHITE IN COLOR 3-6" WHITE CHEVRONS EQUALLY SPACED PER AISLE 2" 6" BLUE (TYP) SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARD 595a 5 SF 3 SF 4" 4" STANDARD AND DISABLED SPACES W/ SIDEWALK (NO CURB) UNIVERSAL SYMBOL OF ACCESSIBILITY VARIES 12" (TYP)4"2"2"2"4" 8" N.T.S. TYPICAL WHEEL STOP DETAIL 3,000 P.S.I. CONCRETE AFTER 28 DAYS. 3/4" DIA. HOLE (2 REQ'D) (2)-# 4 BARS (5'-6" LONG) 1/2" R. (TYP) (2) #5 BARS, 18" LONG 2" (TYP) N.T.S.8"4"1/8" SAW CUT 2"4"1' MIN NOTES: 1.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 2.ALL SAW-CUTS TO BE COMPLETED WITHIN 6 HOURS OF POURING CONCRETE. 3.PAVING CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S PLANS FOR LAYOUT OF CONTRACTION AND EXPANSION JOINTS. AT A MINIMUM, ALL CONTRACTION JOINTS, EXPANSION JOINTS, AND ALLOWED CURING METHODS SHALL BE MADE IN ACCORDANCE TO THE LATEST FDOT STANDARDS INDEX. 10' (TYP)10'(TYP)TYPE A TYPE B TYPE A TYPICAL CONCRETE PAVEMENT JOINTING PLAN DETAIL 30" TOOL WITH 1/8" RAD. FILL WITH JOINT SEALANT & BACKER ROD BOND BREAKER OR ELASTOMERIC COMPRESSION SEAL COMPACTED FILL SHALL BE A MINIMUM OF 30", A-3 SELECT SOIL (AASHTO M145) W/ MAXIMUM 5% PASSING # 200 SIEVE, COMPACTED TO 98% MAXIMUM DENSITY # 5 DEFORMED STEEL TIE BARS @ 36" O.C. 18"# 6 PLAIN STEEL DOWEL @ 12" O.C. COAT & LUBRICATE W/ SYNTHETIC GREASE COMPACTED FILL SHALL BE A MINIMUM OF 30", A-3 SELECT SOIL (AASHTO M145) W/ MAXIMUM 5% PASSING # 200 SIEVE, COMPACTED TO 98% MAXIMUM DENSITY8"1/8" SAW CUT 2" TOOL WITH 1/8" RAD. FILL WITH JOINT SEALANT & BACKER ROD BOND BREAKER OR ELASTOMERIC COMPRESSION SEAL TYPE B (LONGITUDINAL) CONTRACTION JOINT DETAILS TYPE A (TRANSVERSE) CONTRACTION JOINT DETAILS TYPICAL JOINT LAYOUT PLAN N.T.S. 3' TRANSITION 3' TRANSITION TYPE '"D" DROP CURB TRANSITION DETAIL TOP OF CURB E.O.P. TOP OF CURB E.O.P.PLAN PROFILE N.T.S. (FDOT REF. INDEX #300) 2' 8"7-1/2"6" MIN6"6"6"1'-6" FINISHED PAVEMENT FDOT TYPE "F" CURB AND GUTTER DETAIL 3" R 2" R 3/4" R 4'±6'±SUGGESTED WETLAND SPECIES PLANTING LIST* FLOODING DURATION (MONTHS) ** MAXIMUM WATER DEPTH (FEET) ** SCIENTIFIC NAME COMMON NAME PLANTING ZONE (D)Button Bush Cephalanthus occidentalis Shallow Red Maple Acer rubrum Florida Gamagrass Tripsacum floridanum (C) Rushes Juncus spp. Mid Blue Flag Iris virginica Canna Lilies Canna spp. Pond Apple Annona glabra Cypresses Taxodium spp. (B)Pickerelweeds Pontederia spp. Mid-Deep Sawgrass Cladium jamaicense Spikerushes Eleocharis spp. Arrowheads Sagittaria spp. Jointed Flat Sedge Cyperus articulatus Cypresses Taxodium spp. (A)Cypresses Taxodium spp. Deep Giant Bullrush Schoenoplectus spp. 0' - 1' 1' - 2' 2' - 3' > 3' 0 - 2 1 - 3 3 - 6 6 - 9 * PLANTED SPECIES MAY DEVIATE FROM THOSE LISTED DEPENDING UPON SITE CONDITIONS AND AVAILABILITY OF STOCK. ** WATER DEPTH AND DURATION PER COLLIER COUNTY LSPA DESIGN GUIDELINES. Swamp Lily Crinum americanum Pop Ash Fravinus caroliniana Cordgrass Spartina spp. Giant Bullrush Schoenoplectus spp. Cordgrass Spartina spp. Muhly Grass Muhlenbergia capillaris ESTIMATED PLANTING ELEVATIONS PLANTING ZONE ELEVATION A 3.0' OR GREATER BELOW CONTROL ELEVATION B 2' TO 3' BELOW CONTROL ELEVATION C 1' TO 2' BELOW CONTROL ELEVATION D 0' TO 1' BELOW CONTROL ELEVATION ESTIMATED DURATION OF INUNDATION FOR SPRINGS AT SABAL BAY ELEVATION DURATION 3' OR GREATER BELOW CONTROL 6 TO 11 MONTHS 2' - 3' BELOW CONTROL 3 TO 7 MONTHS 1' - 2' BELOW CONTROL 1 TO 4 MONTHS CONTROL TO 1 BELOW CONTROL 0.5 TO 2 MONTHS REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:14:43 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 10:01:41 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-501DD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY PAVING DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 N.T.S. N.T.S. P-BCHD-002-002 P-BCHD-002-002-501DD C-501 11 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). PAVING NOTES 1.ASPHALTIC CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN TWO LIFTS. 2.CONTRACTOR MUST ADHERE TO ALL SPECIFICATIONS FOR LIMEROCK BASE MATERIAL. HOWEVER, 5-1/2" LIMEROCK BASE MATERIAL MAY BE SUBSTITUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. 3.12" STABILIZED SUBGRADE SHALL EXTEND ONE FOOT BEYOND BACK OF CURB ON ALL TYPICAL ROADWAY SECTIONS. 4.ALTERNATE PAVEMENT SECTIONS UTILIZING MATERIALS INCLUDING PAVER BRICKS AND BOMANITE MAY BE SUBSTITUTED FOR THE ABOVE SYSTEMS. STRUCTURAL CHARACTERISTICS MUST MEET MINIMUM COLLIER COUNTY L.D.C. REQUIREMENTS.PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 9.A.1.e Packet Pg. 146 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) N.T.S. A STORM SEWER A9 0 ° ' INVERT ELEV. USF # 125 RING AND COVER, TYPE "M" WITH THE WORDS "STORM SEWER" JUNCTION BOX DETAIL (ROUND) RIM ELEVATION AS REFERENCED ON PLAN BRICK OR PRECAST CONCRETE ADJUSTMENT RING (MINIMUM OF TWO RINGS) # 5 BARS @ 6" O.C. EACH WAY A RCP A RCP # 5 BARS @ 8" O.C. EACH WAY PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND # 5 BARS @ 8" O.C. EACH WAY B VARIES C VARIES 22 1/4" COVER 33" RING 24"6"MIN.8"4" D VARIES 8"8" 3" MIN. 3" MIN.8"36"60"52"12" *DIMENSION TABLE SHALL BE USED, UNLESS OTHERWISE NOTED ON DETAIL. 48" 42" 54" 76" 88" 94" 84" 96" 102" 60" 72" 78" 18" 24" 30" 36" 58" 52" 70" 64" A 15"52" B 66" 60" 78" 72" 42" 36" 54" 48" C 60"36" D 60"100"108"84" 66"106"114"90" DESIGN NOTES FOR STORM SEWER STRUCTURES: 1.ALL REINFORCING STEEL AS SHOWN SHALL HAVE TWO INCHES (2") MINIMUM COVER. 2.ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 3.REFERENCE FDOT DESIGN INDEX, LATEST REVISION STANDARDS (INDEX 200.) FOR REINFORCING STEEL. * STORM SEWER STRUCTURE DIMENSION TABLE PLAN SECTION A-A A N.T.S. D A USF FRAME AND GRATE # 4155-6210 (IN PARKING AND OPEN AREAS) GRATE ELEVATION AS REFERENCED ON PLAN FINISHED GRADE BRICK OR PRECAST CONCRETE ADJUSTMENT RING (MINIMUM OF TWO RINGS) # 5 BARS @ 6" O.C. EACH WAY PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND # 5 BARS @ 8" O.C. EACH WAY A RCP A RCP INVERT ELEV. # 5 BARS @ 8" O.C. EACH WAY KNOCKOUT (NUMBER OF LOCATIONS AND INVERTS VARY, SEE SITE PLANS FOR FINAL LOCATIONS AND ELEVATIONS) ASPHALTIC CONCRETE GRATE INLET DETAIL 3" MIN. 3" MIN. 8"8" 8"BC6"MIN.8"4" 2" PLAN SECTION A-A N.T.S. 4'-5" 3'-1"SEE INDEX No. 201, SHT. 4 & 5FOR REINF. MOD. FOR DEPTHS 13' TO 15'(VARIES) 15' MAX.8"2"CL. 5-3/4"2"5-3/4"4'-1"5'-5"8" 3'-1" 4'-5" 3'-1"2-1/4"2-1/4" AA 8"GRATE ELEV. (SEE SITE PLAN) INLET ELEV. (SEE SITE PLAN)8"8" REFERENCE SITE PLANS FOR LOCATION OF SIDE INLETS SIDE INLET 2" CI.6"MIN.RCP (SIZE VARIES) MODIFIED TYPE "D" CATCH BASIN (W/ SIDE INLETS) SECTION A-A PLAN #4 BARS @ 12" CTRS.BA AB C R 1 1-1/2" 1-1/2" OPTIONAL FLARE STRAIGHT FLARE DIA. P E E TOE WALL TOE WALL DIA. SECTION B-BSECTION A-A PLAN (OUTLET SECTION SHOWN) BELL ON OUTLET SECTION SPIGOT ON INLET SECTION FLARE CYLINDERICAL FOR STRAIGHT R 2SHAPE OPTIONAL EDIA. + 1"2 # 4 BARS TOE WALL MIN. 8" H/2 HONLY OPTIONAL SHAPEDIA.D B ADIA.FLARED END DETAIL N.T.S. D 8'-2" 8'-2" 8'-1 3/4 6'-1 3/4 6'-1 1/2 6'-1 1/2 6'-1" 6'-1" 6'-1" 6'-7/8 DIMENSION TABLE WALL CONC. CLASS I TOE .07 .11 .12 .24 .29 .36 .39 .17 .06 .19 11" 12" 13" 15" 20" 22" 22" 14" 9" 14 1/2" R 2 740 4'-6"2'-1 1/2"4'-0"10 1/2"3 1/4"27"18 9/16"36"0.148 2 1/2"4 1/2" 2190 18" 2'-0"4'-7/8"2'-0"4"2"12"10 1/8"19 15/16"0.07 1 1/2"3 1/2"530 12" 16 13/16"33 3/16"4 1/2" 1930 18"4'-0"2'-6"3'-7 1/2"9 1/2"3"24"0.07 2 1/2" H 24" 24" 21" 21" 15" 15" 12" (LBS.) WEIGHT 6550 5380 4100 1520 1280 990 3 1/2" 4" 4" 5" 5 1/2" 5 1/2" 5 3/4" FLAT REINF BELLREINF. SPIGOT OR IN/LF SQ- 2" 2 1/2" 2 1/4" 3" 3 1/2" 3 3/4" 4 1/4"0.148 0.148 0.148 0.148 0.07 0.07 0.07 24 5/16" 29" 31 5/8" 37" 47 13/16" 53 7/8" 56 1/2" 12 1/2" 15 1/2" 16 1/8" 18 1/2" 24 5/16" 27 1/2" 28 1/2" P R 1DIA. 15" 18" 21" 30" 36" 42" 48" 2 1/4" 2 1/2" 2 3/4" 3 1/2" 4" 4 1/2" 5" 6" 9" 9" 1'-0" 1'-3" 1'-9" 2'-0" 2'-3" 2'-3" 2'-11" 4'-6" 5'-3" 5'-3" 6'-0" 3'-10" 3'-10" 3'-2" 1'-7 3/4" 2'-10 3/4" 2'-11" 2'-2" 2'-6" 3'-0" 3'-6" 5'-0" 6'-0" 6'-6" 7'-0" AT B C E JOINTS SEALED WITH PERFORMED PLASTIC GASKETS THE GASKETS SHALL MEET THE REQUIREMENTS OF SECTION 942-2 OF THE STANDARD SPECIFICATIONS AND THE MINIMUM SIZES FOR GASKETS SHALL BE THAT SPECIFIED FOR EQUIVALENT SIZES OF REINFORCED CONCRETE JACKETS, AS DETAILED ON THIS DRAWING. COST OF THE REINFORCED CONCRETE JACKET TO BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE FLARED END SECTION. WHEN NON-COATED CORRUGATED METAL PIPE IS CALLED FOR IN THE PLANS, THE PIPE SHALL BE BITUMINOUS COATED IN THE JACKETED AREA AS SPECIFIED ON INDEX No. 280. BITUMINOUS 1.) 2.) 3.) 4.) 5.) A.) B.) C.) 1.) 2.) 3.) GENERAL NOTES: DESIGN NOTES: ELLIPTICAL PIPE. COATING TO BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE PIPE CULVERT. T T T T (CONTRACTOR SHALL REFERENCE FDOT DESIGN INDEX, 9'-0" 8'-6" 8'-0" 7'-6" 1'-9" 1'-9" 3,-3" 2'-11" 6'-6" 6'-6" 5'-0" 5'-5" 2'-0" 2'-0" 2'-6" 2'-3" 7" 6 1/2" 5 1/2" 72" 66" 60" 54" 38 15/16" 36 1/8" 36 11/16" 33 1/8" 77 13/16" 72" 72 1/2" 65 1/2"0.174 0.174 0.174 0.174 6" 5 1/2" 5" 4 3/4" 7 3/4" 7 1/4" 6 3/4" 6 1/4"8040 8750 10630 12520 24" 24" 24" 24" 6" 24" 24" 24" 24" .50 .47 .44 .428'-4" 8'-3" 8'-3" 8'-3" LATEST REVISION STANDARDS FOR DETAIL SPECIFICATIONS.) FLARED END SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C- 76 WITH THE EXCEPTION THAT DIMENSIONS AND REINFORCEMENT SHALL BE AS PRESCRIBED IN THE TABLE 1. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000 PSI. SHOP DRAWING FOR FLARED END SECTIONS HAVING DIMENSIONS OTHER THAN TABLE 1 MUST BE SUBMITTED FOR APPROVAL TO THE STATE DRAINAGE ENGINEER. CONNECTIONS BETWEEN FLARED END SECTION AND THE PIPE CULVERT MAY BE ANY OF THE FOLLOWING TYPES UNLESS SHOWN ON THE PLANS. JOINTS MEETING THE REQUIREMENTS OF SECTION 941-1.5 OF THE STANDARD SPECIFICATIONS (0-RING GASKET). FLARED END SECTION JOINT DIMENSIONS AND TOLERANCES SHALL BE IDENTICAL OR COMPATIBLE TO THOSE USED IN THE PIPE CULVERT JOINT. WHEN PIPE CULVERT AND FLARED END SECTION MANUFACTURER'S ARE DIFFERENT, THE COMPATIBILITY OF JOINT DESIGNS SHALL BE CERTIFIED TO BY THE MANUFACTURE OF THE FLARED END SECTIONS. TOE WALLS SHALL BE CONSTRUCTED WHEN SHOWN ON THE PLANS OR AT LOCATIONS DESIGNATED BY THE ENGINEER. TOE WALLS ARE TO BE CAST- IN- PLACE WITH CLASS I CONCRETE AND PAID FOR UNDER THE CONTRACT UNIT PRICE FOR CLASS I CONCRETE (MISCELLANEOUS), CY. REINFORCING STEEL TO BE INCLUDED IN THE COST OF THE TOE WALL. ON SKEWED PIPE CULVERTS THE FLARED END SECTIONS SHALL BE PLACED IN LINE WITH THE PIPE CULVERT. SIDE SLOPES SHALL BE WARPED AS REQUIRED TO FIT THE FLARED END SECTION. FLARED END SECTIONS TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR THE FLARED END SECTION (CONCRETE), EACH. SODDING SHALL BE IN ACCORDANCE WITH INDEX No. 281, AND PAID FOR UNDER THE CONTRACT UNIT PRICE FOR SODDING, SY. FLARED END SECTIONS ARE INTENDED FOR USE OUTSIDE THE CLEAR ZONE ON MEDIAN DRAIN AND CROSS DRAIN INSTALLATION, EXCEPT THAT FLARED END SECTIONS FOR PIPE SIZES 12" AND 15" ARE PERMITTED WITHIN THE CLEAR ZONE. WHEN THE SLOPE INTERSECTION PERMITS, THESE FLARED END SECTIONS MAY BE LOCATED WITH THE CULVERT OPENING AS CLOSE AS 8' BEYOND THE OUTSIDE EDGE OF THE SHOULDER. FLARED END SECTIONS ARE NOT INTENDED FOR SIDE DRAIN INSTALLATIONS. REINFORCED CONCRETE JACKETS SHALL BE USED AT ALL LOCATIONS WHERE HIGH VELOCITIES AND/OR HIGHLY EROSIVE SOILS MAY CAUSE DISJOINTING. THESE LOCATIONS ARE TO BE SHOWN ON THE PLANS. TOE WALLS SHALL BE USED WHENEVER THE ANTICIPATED VELOCITY OF DISCHARGE AND SOIL TYPE ARE SUCH THAT EROSION ACTION WOULD OCCUR. TOE WALLS ARE NOT REQUIRED WHERE DITCH PAVEMENT IS PROVIDED, EXCEPT WHEN DISJOINTING WOULD OCCUR IF THE DITCH PAVEMENT SHOULD FAIL. CONTROL STRUCTURE PARAMETERS E D B C PIPE DIAMETER (INCHES) INSIDE DIMENSION OF STRUCTURE (SQUARE INCHES) INVERT OF BLEEDDOWN ORIFICE (FT-NAVD)A N.T.S.8"8"8"8"FLOW LINE OUTFALL PIPE (FT-NAVD) C RCP D 8"RCP NOTES: 1.ALL REINFORCING STEEL AS SHOWN SHALL HAVE 2" COVER (TYPICAL) 2.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS NOTES: 1.WIDTHS OF RECTANGULAR BLEED-DOWN AND OVERFLOW WEIRS MAY BE DISTRIBUTED AMONG MORE THAN ONE SIDE OF CONTROL STRUCTURE IF NECESSARY 2.STRUCTURES WHICH OUTFALL FROM DEVELOPMENT TO SFWMD JURISDICTIONAL WETLANDS SHALL BE EQUIPPED WITH ALUMINUM BAFFLES. E WIDTH OF RETANGULAR ORIFICE (INCHES) A CS 5/OFF 11.476"VARIES12" CONTROL STRUCTURE DETAIL (CS #5/OFF) 6" PLAN PROFILE USF GALVANIZED STEEL GRATE 2" RECESS FOR GRATING OIL/GREASE SKIMMER (ALUMINUM BAFFLE): BOTTOM OF SKIMMER SHALL EXTEND FROM 6" BELOW THE INVERT OF THE ORIFICE TO THE TOP OF THE GRATE. 3/16" HIGH STRENGTH COMPOSITE "GLASKIMER" AS MANUFACTURED BY ENVIRONMENTAL COMPOSITES INC. (904) 728-5535, OR 1/4" ALUMINUM, OR 3/16" STAINLESS STEEL. SKIMMER SHALL BE SECURED BY 3/8" STAINLESS STEEL EXPANSION ANCHORS 6" O.C. MINIMUM. C 3000 PSI CONCRETE AFTER 28 DAYS BOTTOM OF STRUCTURE ELEV. VARIES #4 BARS @ 8" O.C.E.W. OIL/GREASE SKIMMER (ALUMINUM BAFFLE)ELEV. = A GRATE ELEV. = GALVANIZED STEEL GRATING #4 BARS @ 8" O.C.E.W. CONTROL STRUCTURE SCHEDULE: (CIRCULAR BLEED-DOWN ORIFICE) PLAN TYPE "X" INLET DETAIL N.T.S. VARIES A SECTION A-A A USF GRATE # 6205 GRATE STYLE 52 1'-6 1 4"VARIES6"# 4 BARS @ 12" O.C. E.W.6"6"1 1 2" 2'-3 3 4"2'-6 14"1'-6 14"1 1 4" 1'-3 3 4" F INVERT OF OVERFLOW WEIR (FT-NAVD) G GRATE ELEVATION (FT-NAVD) H OVERFLOW WEIR WIDTH (INCHES) B 3.5 C 48" D 64" E 5.00 F 13.05 G 14.60 H 120 G B H ELEV. = F CS #I J K L CS 1A/DN1 11.47 13.47 4,000 54 CS 1B/5 11.47 13.47 4,000 54 CS 2/DN3 11.47 13.47 2,000 42 CS 3A/4 11.47 13.47 2,000 36 CS 3B/4 11.47 13.47 2,000 36 CONTROL STRUCTURE PARAMETERS L J K MINIMUM REQUIRED OPEN GRATE AREA (SQUARE INCHES) PIPE DIAMETER (INCHES) INVERT OF BLEEDDOWN ORIFICE (FT-NAVD)I GRATE ELEVATION (FT-NAVD) SECTION A-AMIN.VARIES PLAN N.T.S.6" RCP A A VARIES VARIES WATER TABLE MIN. 1' ABOVE WET SEASON VARIES 1 1 VARIES 2 1 VARIES VARIESREFERENCE FDOT TYPE "D" CATCH BASIN DETAIL PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND 6" TO 8" RIP-RAP W/ FILTER FABRIC MIRAFI 140 (OR APPROVED EQUAL) UNDERLAYMENT 3" CIRCULAR BLEEDDOWN ORIFICE DRY DETENTION AREA TOP ELEV.= VARIES, SEE SITE PLANS 2-1/4" RECESS FOR GRATE STEEL GRATE (REFERENCE DETAIL FOR MINIMUM GRATE OPEN AREA) PLATE WELDED TO CMP SQUARE ALUMINUM 8"(TYP.)AS REQUIRED 4.33' x 4" x 3/8" THICK STEEL N.T.S. ANCHOR BOLTS2" (TYP.) BAFFLE DETAIL 7 - 11/16" DIA. HOLES DRILLED TO TAKE 5/8" DIA. STAINLESS STEELVARIES DRY DETENTION CONTROL STRUCTURE GRADING DETAIL GRATE ELEV. = VARIES, SEE SITE PLANS 5' 6" INLET ELEV. = EOP ELEV. - 0.56'  LOWER 1" IN 3'-0" E (SEE SECTION B-B) B A A B FLFL SEWER STORM 42" 48" 54" 18" 36" 24" 30" 60" 66" 72"48" 48" 48" 54" 48" 48" 48" 48" 48" 48" 48" 12" MIN. 10" MIN. 10" MIN. 66" 72" 60" 10" MIN. 10" MIN. 10" MIN. 10" MIN. 48" 48" 54" 48" 15" A DIMENSION TABLE 48" B 48" C 10" MIN.48" ED THROAT INLET N.T.S. B (SEE SECTION A-A) VARIES VARIES 33" COVER 23 3/4" COVER 2" CL TAPER TOP OF CURB TO MATCH INLET TOP (TYP) ADDITIONAL REINFORCING # 5 BARS (DIAG.) 4" C THROAT INLET 4"VARIESVARIES D (SEE SECTION B-B)8"2'18"CONTRACTION JOINT (TYP) TYPE "F" CURB (TYP) DOWN STREAM "SINK CONST." (SEE NOTE # 2) DOWN STREAM "INTERCEPTOR CONST." (SEE NOTE # 1) 3" MIN.6"MIN.A RCP INVERT ELEV.6"4" A RCP A RCP 3" MIN. B 8"8"12"6"1'2 1/2" CONTRACTION JOINT (TYP)EOP ELEV. TYPE "F" CURB (TYP)  LOWER 1" IN 3'-0"4 1/2" 9 1/2" 6"4"3 1/2"4"4" 0.56' 0.02" 3" MIN.6"MIN.INVERT ELEV. A RCP A RCP 3" MIN. B 8"8" # 5 BARS @ 8" O.C. EACH WAY # 5 BARS @ 8" O.C. EACH WAY 6"4" INLET BOTTOM BY UNDERGROUND CONTRACTOR INLET TOP BY PAVING CONTRACTOR # 5 BARS @ 8" O.C. EACH WAY6"3/4" BEVELED EDGE (TYP) 2 1/2" 16"8"0.02" 3 1/2" 3" 2' TYPE "F" CURB E 6" STAKE LINE INSIDE FACE OF INLET = BACK OF CURB 9 1/2" 5" 4" 6" USF # 1260 RING & COVER, TYPE "AK" WITH THE WORDS "STORM SEWER" # 5 BARS @ 8" O.C. EACH WAY # 5 BARS @ 2" O.C. (FRONT SIDE OF INLET TOP) (BARS VARY PER DIM. C) (2) # 5 BARS @ 1" O.C. THROAT INLET DETAIL (WITH TYPE "F" CURB) TOP SLAB SECTION MANHOLE COVER THROAT INLET DESIGN NOTES: 1.INTERCEPTOR CONSTRUCTION: WHEN INLET FUNCTIONS AS AN INTERCEPTOR, THE DOWNSTREAM PART OF GUTTER SHALL BE CONSTRUCTED AS SHOWN ON THE LEFT OF PLAN VIEW AND SECTION A-A. (CURB INLET TOP SHALL BE SYMMETRICAL WITH LEFT HALF OF SECTION A-A) 2.SINK CONSTRUCTION: WHEN INLET FUNCTIONS AS A SINK, THE GUTTER FLOW SHALL LOWER ONE INCH (1") PER THREE FEET (3') AND TRANSITION AS SHOWN ON RIGHT OF PLAN VIEW AND SECTION A-A. (CURB INLET TOP SHALL BE SYMMETRICAL WITH RIGHT HALF OF SECTION A-A) 3.WHEN INLET IS USED ON CURVED CURB SECTIONS, FRONT FACE OF BOX SHALL BE POURED RADIAL TO CURB. 4.ALL REINFORCING STEEL AS SHOWN SHALL HAVE TWO INCH (2") MINIMUM COVER. 5.ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. PLAN SECTION A-A SECTION B-B INLET ELEV.5"PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND 5"7" A STORM SEWER B FL B TOP SLAB SECTION MANHOLE COVER PLAN SECTION A-A SECTION B-B 3" MIN.6"MIN.A RCP INVERT ELEV.6"4" A RCP A RCP 3" MIN. B 8"8" CONTRACTION JOINT (TYP) TYPE "D" CURB (TYP) PAVEMENT  4 1/2" 9 1/2" 6" 8 1/2" 3 1/2"4"4" 0.31' 0.02"INLET ELEV.5"ASPHALT OR CONCRETE PAVEMENT TYPE "D" CURB (TYP) CONTRACTION JOINT (TYP)6"E (SEE SECTION B-B) FL B (SEE SECTION A-A) VARIES VARIES TAPER TOP OF CURB TO MATCH INLET TOP (TYP) ADDITIONAL REINFORCING # 5 BARS (DIAG.)VARIESVARIES D (SEE SECTION B-B)6"4" C THROAT INLET 4" 33" COVER 23 3/4" COVER 2" CL USF # 1260 RING & COVER, TYPE "AK" WITH THE WORDS "STORM SEWER" # 5 BARS @ 8" O.C. EACH WAY # 5 BARS @ 2" O.C. (FRONT SIDE OF INLET TOP) (BARS VARY PER DIM. C) (2) # 5 BARS @ 1" O.C. INLET ELEV. = EOP ELEV. - 0.31' 3" MIN.6"MIN.INVERT ELEV. A RCP A RCP 3" MIN. B 8"8" # 5 BARS @ 8" O.C. EACH WAY # 5 BARS @ 8" O.C. EACH WAY 6"4"# 5 BARS @ 8" O.C. EACH WAY6"3/4" BEVELED EDGE (TYP) E 6" STAKE LINE INSIDE FACE OF INLET = BACK OF CURB 9 1/2" 5" 5" 6" 8"TYPE "D" CURB 6" 3 1/2" THROAT INLET DETAIL (WITH TYPE "D" CURB) N.T.S. PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND TOP OF PRECAST SLAB ELEV = EOP ELEV. -0.73' 17'±25± 1 2 RIP-RAP 1 2 VARIES CONCRETE PATH BOTTOM OF EXISTING CANAL ELEV = 4.7± FT-NAVD EXISTING GRADE (TYP) PL COLLIER COUNTY R.O.W. / SFWMD DRAINAGE EASEMENTPELICAN NURSERY 20± OUTFALL PIPE DETAIL N.T.S. 48" RCP OUTFALL PIPE 48" FLARED END INV ELEV = 5.70 1.16' 23±20± REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/19/2019 8:41:33 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 10:01:57 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-502DD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY DRAINAGE DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 N.T.S. N.T.S. P-BCHD-002-002 P-BCHD-002-002-502DD C-502 12 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 9.A.1.e Packet Pg. 147 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 16"FM16"FM 18"FM18"FMSCALE:1" = 100'LOADING ZONELOADING ZONE LOADING ZONE LOADINGZONELOADINGZONELO A D I N G Z O N E LO A D I N G Z O N E COMMERCIAL BLDG. #5 IMMOKALEE ROAD COLLIER BOULEVARDBENT CREEK TUSCANY COVE SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) COMMERCIAL BLDG. #1 COMMERCIAL BLDG. #3 COMMERCIAL BLDG. #2 COMMERCIAL BLDG. #4 COMMERCIAL BLDG. #6 RESIDENTIAL BLDG. #1 RESIDENTIAL BLDG. #3 RESIDENTIALBLDG. #3RESIDENTIAL BLDG. #4 RESIDENTIAL BLDG. #5 RESIDENTIAL BLDG. #6 LAKE #3 LAKE #2 LAKE #1 DOUBLE ROW SILT FENCE (TYP) TYPE "2" TURBIDITY BARRIER (TYP) REVISIONS: No:Revision:Date: 00 ################ Bar Scale: 1" = ### CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE GENERAL SHEET NOTES 1.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED. 2.THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED: (REFERENCE FLORIDA DEVELOPMENT MANUAL, FDEP, PPS 6-301 TO 6-500). A) BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE B) BMP 1.05 STRAW BALE BARRIER C) BMP 1.06 SILT FENCE D) BMP 1.08 STORM INLET DRAIN PROTECTION 3.THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF REQUIREMENTS FOR SOIL EROSION CONTROL PER DIVISION 3.7 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE. THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLIANCE WITH REGULATORY AGENCIES AND SPECIFIC PERMIT CONDITIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY. ACCORDINGLY, THE CONTRACTOR IS ALSO RESPONSIBLE FOR CREATING, IMPLEMENTING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN AS PER THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. 5.THIS PLAN IS A CONCEPT, PREPARED TO DEMONSTRATE ONE APPROACH TO PROVIDING EROSION CONTROL FOR THE PROJECT, AS REQUIRED BY COLLIER COUNTY FOR PERMITTING PURPOSES. SITE GENERAL CONTRACTOR MAY PROVIDE AN ALTERNATIVE PLAN AT THE TIME OF NPDES PERMITTING, AND PRIOR TO CONSTRUCTION SILT FENCE LEGEND TURBIDITY BARRIER INLET PROTECTION HAY BALES DOUBLE SILT FENCE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 2/11/2019 8:46:41 AM] [Saved By: AAvila] [Plot Date: 2/19/2019 10:02:28 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\002_SFWMD_ERP_Permitting\Design_Permit\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-002-701EC.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PELICAN NURSERY NPDES DISCHARGE CONTROL PLAN AND DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER DAN WATERS, P.E. ALEJANDRO AVILA FEBRUARY 2019 1" = ### N.T.S. P-BCHD-002-002 P-BCHD-002-002-701EC C-701 13 13 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988).PRO FESSIONA L E N GINEERLIC ENSE FLOR I D ADAN IE L F . WATER S STATE OF No. 60746 AND EXTEND IT INTO THE TRENCH. 3. STAPLE FILTER MATERIAL TO STAKES ALONG THE LINE OF STAKES. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE N.T.S. N.T.S. ELEVATION 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES. 3. WEDGE LOOSE STRAW BETWEEN BALES. CONSTRUCTION OF A STRAW BALE BARRIER ELEVATION GRAVEL CONSTRUCTION ENTRANCE N.T.S. SEDIMENT FILTER STRAW BALE DROP INLET N.T.S. IN A DRAINAGE WAY PROPER PLACEMENT OF A FILTER BARRIERFLOWPLAN N.T.S. CONSTRUCTION OF A FILTER BARRIER 1. SET THE STAKES N.T.S. FLOW 4" BALE WIDTH FLOW FLOW FLOW A B A POINTS A SHOULD BE HIGHER THAN POINT B PLATE 1.05c SOURCE: INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SEDIMENT CONTROL, SHERWOOD AND WYANT PLATE 1.05d BMP 1.05 STRAW BALE BARRIER PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY 1 1/2" TYPE S-III ASPHALTIC CONCRETE LIMEROCK BASE FDOT #1 COARSE AGGREGATE 6' MIN. SOURCE: Va SWCC PLATE 1.01a BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PLATE 1.06a SOURCE: INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SEDIMENT CONTROL, SHERWOOD AND WYANT FLOW FLOW 4" 4" POINTS A SHOULD BE HIGHER THAN POINT B A B A PLATE 1.06b BMP 1.06 SILT FENCE GRATE INLET STRAW BALES STAKED WITH TWO (2) STAKES PER BALE STAKED STRAW BALE WOODEN STAKE COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT FILTERED WATER GRATE INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, 1975 PLATE 1.08a BMP 1.08 STORM INLET DRAIN PROTECTION CLOSED CELL SOLID PLASTIC FOAM FLOATATION (6" DIA. EQIV.) (12 LBS. PER FT. BUOYANCY) POST (OPTIONS: 2"x4" OR 2.5" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)18"MIN.TYPE I STAKED TURBIDITY BARRIER5' OR MORE8"3'18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) TURBIDITY BARRIERS N.T.S. .25" GALVANIZED CHAIND 6' MAX. 5/8" POLYPRO ROPE (600 LB. BREAKING STRENGTH)22 1D1 TURBIDITY BARRIER NOTES: 1.NUMBER AND SPACING OF ANCHORS DEPENDENT ON WATER VELOCITIES. 2.DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 3.TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATION OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4.COMPONENTS OF TYPE I MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPE I SHALL BE AS APPROVED BY THE ENGINEER. 5.REFERENCE PLAN FOR PROPOSED LOCATION OF TURBIDITY BARRIERS. D = 5' STD. (SINGLE PANEL FOR DEPTH 5' OR LESS). D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS >5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS FLOATING TURBIDITY BARRIER FILTER FABRIC UNDERLAY THROUGHOUT WIDT H A S REQ UI R E D (12' MIN.) 30' R.EXISTING PAVEMENT 50' M I N . PU B L I C R . O . W . WID T H V A R I E S (PA V E D S U R F A C E M U S T EXT E N D T O R . O . W . ) 9.A.1.e Packet Pg. 148 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 149 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) LOADINGZONELOADING ZONE LOADINGZONE LOADINGZONELOADINGZONELO A D I N G ZON E LOA D I N G ZON E X X X X SCALE:1" = 200'3 WEST BOUND OVERPASS LANES 3 EAST BOUND OVERPASS LANES 3 EAST BOUND OVERPASS LANES U-TURN LANE BELOW OVERPASS U-TURN LANE BELOW OVERPASS RIGHT TURN LANE BELOW OVERPASS 2 LEFT TURN LANES BELOW OVERPASS THROUGH LANE BELOW OVERPASS 3 EAST LANES BELOW OVERPASS 3 WEST LANES BELOW OVERPASS 2 THROUGH LANES BELOW OVERPASS 2 THROUGH LANES BELOW OVERPASS 2 LEFT LANES BELOW OVERPASS 2 RIGHT LANES BELOW OVERPASS 2 THROUGH LANES BELOW OVERPASS 2 THROUGH LANES BELOW OVERPASS RIGHT TURN LANE BELOW OVERPASS 2 LEFT TURN LANES BELOW OVERPASS RIGHT TURN LANE BELOW OVERPASS THROUGH LANE BELOW OVERPASS 2 LEFT TURN LANES BELOW OVERPASS COUNTY R.O.W. DEDICATION (1.34 AC) 3 WEST BOUND OVERPASS LANES 9.A.1.e Packet Pg. 150 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 151 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 152 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 153 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 154 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 155 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 156 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 157 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 158 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 159 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 160 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 161 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 162 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 163 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 164 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 5000'COLLIER BLVDIMMOKALEE ROAD I-75LOGAN BLVD NORTHVANDERBILT COUNTRY CLUB THE GOLF LODGE AT THE QUARRY THE CLUB AT OLDE CYPRESS QUAIL CREEK COUNTRY CLUB QUAIL VILLAGE GOLF CLUB VANDERBILT BEACH ROAD VINEYARDS COUNTRY CLUB ARROWHEAD GOLF COURSE OAKRIDGE MIDDLE SCHOOL ESPLANADE GOLF AND COUNTRY CLUB SCALE:1" = 2000'THE GOLF LODGE AT THE QUARRY COLLIER BLVDIMMOKALEE ROAD VANDERBILT COUNTRY CLUB OAKRIDGE MIDDLE SCHOOL ESPLANADE GOLF AND COUNTRY CLUB PLAN TITLE: SHEET INDEX:[Save Date: 4/11/2019 10:26:53 AM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 9:58:15 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-001CV.dwg]LEGAL DESCRIPTION:BUILDING SUMMARY: P-BCHD-002 FOUNDERS' SQUARE REVISIONS: CONSULTANTS: PROJECT NUMBER: 004 SET NUMBER: REV. NO.DESCRIPTION DATE SHEET TITLE: COVER SHEET PROFESSIONAL SEALS: PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: DAN WATERS, P.E. 60746 PROJECT INFORMATION: DRI Name: FOLIO Number: AR Number: SFWMD ERP Number: PUD Ordinances Number: Zoning: Zoning (North): Zoning (South): Zoning (East): Zoning (West): PL20190000344 00192920001, 00192360001 N/A PUD PUD RPUD RPUD PUD LANDSCAPE LIGHTING PLAT STANTEC TREBILCOCK CONSULTING SOLUTIONS PENINSULA ENGINEERING DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 PROJECT: Always call 811 two full business days before you dig to have underground utilities located and marked. C-001 SHEET ID: PPL CONSTRUCTION PLANS FOR FOUNDERS' SQUARE PART OF SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA OWNER/DEVELOPER BCHD PARTNERS II, LLC 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105 (239) 262-2600 VICINITY MAPVICINITY MAP LOCATION MAP SITE LOCATION PROJECT LOCATION PPL DESIGN TEAM: PROJECT ENGINEER: PROJECT DESIGNER: DRAWING BY: PROJECT SURVEYOR: PROJECT MANAGER: FILE DATE: FILE NUMBER: PROJECT FILE INFORMATION: DAN WATERS, P.E. DAN WATERS, P.E. ALEJANDRO AVILA ALEJANDRO AVILA LANCE MILLER, PSM P-BCHD-002-004-001CV APRIL 2019 PARCEL 1 (PARCEL NO. 00192920001): THE NW 1/4 OF THE NW 1/4, SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, LESS THE NORTH 100 FEET PREVIOUSLY CONVEYED FOR ROAD RIGHT-OF-WAY AND LESS RIGHT OF WAY DESCRIBED IN O.R. BOOK 2568, PAGE 1176 AND LESS RIGHT OF WAY DESCRIBED IN O.R. BOOK 3328, PAGE 1487, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. PARCEL 2 (PARCEL NO. 00192360001): THE WEST 60% OF THE NE 1/4 OF THE NW 1/4, SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, LESS THE NORTH 100 FEET PREVIOUSLY CONVEYED FOR ROAD RIGHT-OF-WAY AND LESS ROAD RIGHT-OF-WAY DESCRIBED IN O.R. BOOK 3328, PAGE 1487, PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. THE ABOVE DESCRIBED LANDS BEING SUBJECT TO THE TERMS OF THAT BOUNDARY LINE AGREEMENT RECORDED IN OFFICIAL RECORD BOOK 2228, PAGE 1540, COLLIER COUNTY, FLORIDA, AND SAID LANDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: A TRACT OR PARCEL OF LAND LYING IN SECTION 26, TOWNSHIP 48 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA, COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 26, THENCE S.89°58'37"E. ALONG THE NORTH LINE OF SAID SECTION 26, A DISTANCE OF 105.55 FEET; THENCE S.00°01'23"W. DEPARTING SAID NORTH LINE, A DISTANCE OF 136.96 FEET TO AN INTERSECTION WITH THE SOUTH RIGHT-OF-WAY LINE OF IMMOKALEE ROAD AND THE POINT OF BEGINNING. FROM SAID POINT OF BEGINNING, THENCE RUN ALONG SAID SOUTH RIGHT-OF-WAY THE FOLLOWING NINE (9) COURSES: 1.N.86°54'32"E., A DISTANCE OF 220.75 FEET, 2.S.89°58'57"E., A DISTANCE OF 585.17 FEET, 3.S.00°01'25"W., A DISTANCE OF 15.00 FEET, 4.S.89°58'25"E., A DISTANCE OF 301.91 FEET, 5.S.00°01'35"W., A DISTANCE OF 3.94 FEET, 6.S.89°58'25"E., A DISTANCE OF 89.97 FEET, 7.N.00°01'25"E., A DISTANCE OF 15.00 FEET, 8.S.88°54'04"E., A DISTANCE OF 22.92 FEET, 9.S.88°54'04"E., A DISTANCE OF 793.22 FEET; TO AN INTERSECTION WITH THE WEST BOUNDARY LINE OF THE PLAT OF BENT CREEK PRESERVE, AS RECORDED IN PLAT BOOK 55, PAGE 61, OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA; THENCE S.02°16'43"E. DEPARTING SAID SOUTH RIGHT-OF-WAY ALONG SAID WEST BOUNDARY LINE, A DISTANCE OF 1,194.23 FEET TO AN INTERSECTION WITH THE NORTH BOUNDARY LINE OF THE PLAT OF TUSCANY COVE, AS RECORDED IN PLAT BOOK 42, PAGE 15, OF SAID PUBLIC RECORDS; THENCE N.89°59'25"W. ALONG SAID NORTH LINE, A DISTANCE OF 2,013.46 FEET TO AN INTERSECTION WITH THE EAST LINE OF A 100 FOOT WIDE CANAL RIGHT-OF-WAY, AS RECORDED IN OFFICIAL RECORDS BOOK 12, PAGE 348, OF SAID PUBLIC RECORDS; THENCE N.02°15'50"W., ALONG SAID EAST RIGHT-OF-WAY LINE, A DISTANCE OF 1,201.93 FEET TO THE POINT OF BEGINNING. SHEET INDEX SHEET NO. SHEET ID SHEET TITTLE SHEET REV 01 C-001 COVER SHEET 0 02 C-002 NOTE SHEET 0 03 C-101 AERIAL AND CLEARING LIMITS AND FLUCCS MAP 0 04 C-102 ZONING DATA SHEET AND TABLES 0 05 C-103 EXCAVATION, FILLING, AND STOCKPILE PLAN 0 06 C-111 MASTER PAVING AND DRAINAGE PLAN 0 07 C-112 MASTER UTILITY PLAN 0 08 C-113 FIRE DEPARMENT PLAN 0 09 C-151 SIGNING AND MARKING PLAN 0 10 C-201 PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 0+00 - STA 6+50)0 11 C-202 PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 0+00 - STA 5+00)0 12 C-203 PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 5+00 - STA 10+00 0 13 C-204 PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 10+00 - STA 15+00)0 14 C-205 PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 15+00 - STA 20+00)0 15 C-206 PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 20+00 - STA 23+00)0 16 C-207 PLAN AND PROFILE - FOUNDERS LANE - (STA 0+00 - STA 4+50)0 17 C-208 PLAN AND PROFILE - FOUNDERS PLACE - (STA 0+00 - STA 4+50)0 18 C-209 PLAN AND PROFILE - MISC. SANITARY SEWER (1)0 19 C-210 PLAN AND PROFILE - MISC. SANITARY SEWER (2)0 20 C-301 CROSS SECTIONS MAP AND CROSS SECTIONS 0 21 C-302 CROSS SECTIONS MAP AND CROSS SECTIONS 0 22 C-501 PAVING DETAILS 0 23 C-502 DRAINAGE DETAILS 0 24 C-511 STANDARD COLLIER COUNTY GENERAL DETAILS 0 25 C-521 STANDARD COLLIER COUNTY WATER MAIN DETAILS 0 26 C-531 STANDARD COLLIER COUNTY SANITARY SEWER AND FORCE MAIN DETAILS 0 27 C-551 STANDARD COLLIER COUNTY PUMP STATION DETAILS 0 28 C-701 NPDES DISCHARGE CONTROL PLAN AND DETAILS 0 NO HABITABLE STRUCTURES ARE PROPOSED IN THIS APPLICATION. 9.A.1.e Packet Pg. 165 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) REVISIONS: No:Revision:Date: 00 10'20'40'80'120' Bar Scale: 1" = 40' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 10:07:08 AM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 9:58:25 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-002NT.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE NOTE SHEET BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 40' N.T.S. P-BCHD-002-004 P-BCHD-002-004-002NT C-002 02 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). IN ACCORDANCE WITH UTILITY TECHNICAL STANDARDS MANUAL AND DEVELOPMENT SERVICES / BUILDING DEPARTMENT , THE CONTRACTOR SHALL PROVIDE THE FOLLOWING REQUIRED ITEMS TO THE ENGINEER OF RECORD: 1.TEST REPORTS (BY CONTRACTOR) A.DENSITY REPORTS A.1.COMPACT FILL (FOR BUILDING PADS, PIPE BEDDING AND BACKFILL) A.2.STABILIZED SUBGRADE A.3.LIMEROCK BASE A.4.TRENCH B.ROADWAY CORE SAMPLES, EVERY 300 LF B.1.LIMEROCK BASE B.2.ASPHALT C.CONCRETE CYLINDER TESTING 2.TEST REPORTS (BY CONTRACTOR): A.BACTERIOLOGICAL B.BACKFLOW DEVICE C.LIFT STATION START-UP D.LIFT STATION ELECTRICAL SERVICE WIRING AND VOLTAGE DROP E.SEWER VIDEO 3.AGENCY APPROVALS: A.FIRE DISTRICT A.1.FIRE LINE CONSTRUCTION, IF APPLICABLE. A.2.FIRE HYDRANT AND THRUST BLOCK INSPECTION, IF APPLICABLE. 4.RECORD DRAWINGS: THE CONTRACTOR SHALL PROVIDE A FINAL SET OF RECORD DRAWINGS TO ENGINEER. RECORD DRAWINGS SHALL BE CERTIFIED BY A REGISTERED LAND SURVEYOR AND ACCURATELY SHOW ALL ABOVE-GROUND HORIZONTAL LOCATIONS, AND BELOW-GROUND HORIZONTAL AND VERTICAL LOCATIONS AT AREAS EXPOSED OR MARKED BY THE UTILITY CONTRACTOR FOR THE FOLLOWING. PLEASE NOTE NOT ALL ITEMS ARE APPLICABLE TO THIS CONSTRUCTION PLAN. CONTRACTOR SHALL COORDINATE WITH ENGINEER FOR FINAL VERIFICATION. A.POTABLE WATER, IRRIGATION, AND WASTEWATER RECORD INFORMATION PROVIDED SHALL MEET THE REQUIREMENTS OF THE UTILITY AND DEVELOPMENT SERVICES / BUILDING DEPARTMENT TECHNICAL STANDARDS MANUAL, AND SHALL INCLUDE, BUT NOT BE LIMITED TO: A.1.LOCATIONS AND ELEVATIONS OF ALL PRESSURE PIPE LINES AT EVERY 200 LF ALONG PIPE LINE AND AT EACH PIPE ELBOW AND FITTING LOCATION. A.2.LOCATIONS OF ALL METER AND VALVE BOXES, AIR RELEASE VALVES, BLOW-OFFS, FIRE HYDRANTS AND BACTERIAL SAMPLE POINTS, ETC. A.3.INVERTS, RIM ELEVATIONS AND LOCATIONS FOR ALL LIFT STATIONS. A.4.LOCATIONS FOR ALL LIFT STATION ELECTRICAL CONTROL PANELS AND TRANSFORMERS. A.5.INVERTS, PIPE SLOPES, RIM ELEVATIONS, RUN LENGTHS AND LOCATIONS FOR ALL MANHOLES. A.6.INVERTS (AT BOTH ENDS), PIPE SLOPES, RUN LENGTHS AND LOCATIONS FOR ALL SEWER MAIN STUB-OUTS. A.7.LOCATIONS OF SEWER LATERALS. A.8.INVERTS AND LOCATIONS FOR ALL CLEANOUTS B.PAVING AND DRAINAGE: B.1.ROADWAY CENTERLINE ELEVATIONS AT ALL INTERSECTIONS AND AT A MINIMUM AT ALL PVI'S ALONG THE ROADWAY CENTERLINE. B.2.INVERT, GRATE AND INLET ELEVATIONS OF ALL WATER MANAGEMENT STRUCTURES, INCLUDING ALL CONTROL STRUCTURES, CATCH BASINS, JUNCTION BOXES, HEADWALLS, MITERED ENDS, AND THE LIKE. WEIR AND BLEEDDOWN DIMENSIONS AND ELEVATIONS SHALL BE INCLUDED FOR ALL CONTROL STRUCTURES. B.3.CENTERLINE ELEVATIONS ON ALL OPEN SWALES AT HIGH AND LOW POINTS AND AT EVERY 100 LF ALONG SWALE CENTERLINE. 5.CONTRACTOR SHALL COORDINATE AND VERIFY PROCEDURES IN ACCOMMODATING REQUIRED RECORD DRAWING INFORMATION WITH ENGINEER AND SURVEYOR PRIOR TO CONSTRUCTION. ZONING SUMMARY 1.CURRENT ZONING: PUD 2.ADJACENT ZONING: NORTH = PUD SOUTH = RPUD EAST = RPUD WEST = PUD PERMITTED USES: PRINCIPAL USES 1.) ARBORETA AND BOTANICAL GARDEN (GROUP 8422) 2.) AMUSEMENT AND RECREATIONAL SERVICES (NATURAL WONDERS AND TOURIST ATTRACTION COMMERCIAL ONLY) AND EXHIBITION OPERATION (GROUP 7999) 3.) NON-COMMERCIAL RESEARCH ORGANIZATIONS (GROUP 8733) 4.) COMMERCIAL, PHYSICAL AND BIOLOGICAL RESEARCH (GROUP 8731) 5.) COMMERCIAL, ECONOMIC, SOCIOLOGICAL, EDUCATIONAL RESEARCH (GROUP 8732) 6.) AUDITORIUMS ACCESSORY USES AND STRUCTURES 1.) WATER TRANSPORTATION OF PASSENGERS (GROUP 4489) INCLUDING AN INTERNAL PASSENGER SYSTEM FOR GROUND TRANSPORTATION 2.) AUTOMOBILE PARKING 3.) GIFT, NOVELTY AND SOUVENIR SHOPS (GROUP 5974) 4.) EATING PLACES (GROUP 5812) 5.) BAKERIES (GROUP 5461) 6.) SPECIAL EVENTS SUCH AS FUND RAISING, WEDDINGS, AND GROUP GATHERINGS 7.) TICKET SALES AND PROMOTIONAL ACTIVITIES (GROUP 7922) FOR THE BOTANICAL GARDENS ONLY 8.) THEATERS (GROUP 7832) FOR THE BOTANICAL GARDENS ONLY 9.) MAINTENANCE AND NURSERY AREAS 10.) PAVILIONS AND VIEWING AREAS 11.) LAKES AND WATER MANAGEMENT AREAS 12.) DIRECTIONAL AND INFORMATION SIGNAGE 13.) FOOD SERVICE CARTS AND FOOD SERVICE FOR SPECIAL EVENTS 14.) DORMITORY HOUSING FOR THE RESEARCH CENTER ANY OTHER GENERAL COMMERCIAL USE WHICH IS COMPARABLE IN NATURE WITH THE FOREGOING LIST OF COMMERCIAL USES AND IS CONSISTENT WITH THE PERMITTED USES AND PURPOSE AND INTENT STATEMENT OF THIS PUD, AS DETERMINED BY THE BOARD OF ZONING APPEALS. 1.REFERENCE THE LANDSCAPE ARCHITECT'S DESIGN, PLANS, DETAILS, AND SPECIFICATIONS FOR: A.ALL SITE SPECIALTY HARDSCAPE AREAS B.IRRIGATION MAINS, SERVICES AND APPURTENANCES (LINES SHOWN IN THIS PLAN ARE SCHEMATIC, AS A PLACE HOLDER) C.SITE WALLS AND STAIRS D.FOUNTAINS, POOLS, OR OTHER WATER FEATURES E.PLANTER AREAS F.DUMPSTER ENCLOSURES G.BIKE RACKS, BENCHES, AND ALL OTHER SITE FURNITURE H.BOLLARDS 2.REFERENCE THE MECHANICAL, ELECTRICAL AND PLUMBING (MEP) PLANS FOR DESIGN, DETAILS, AND SPECIFICATIONS FOR: A.CHILLED WATER LINES AND VAULTS/STRUCTURES B.TELECOMMUNICATIONS LINES (TELCOM) AND VAULTS/STRUCTURES C.ELECTRICAL AND EMERGENCY POWER LINES AND EQUIPMENT D.GREASE TRAPS NOTE: THESE LINES ARE SHOWN FOR CONSTRUCTION COORDINATION PURPOSES, AND SURVEY STAKE-OUT ONLY. CONTRACTOR SHALL VERIFY LAYOUT, SIZE, AND MATERIALS PRIOR TO COMMENCING CONSTRUCTION. WATER MANAGEMENT INFORMATION SITE DESIGN COORDINATION NOTES WATER MANAGEMENT PERMIT: SFWMD ERP APPLICATION No. 190219-1180 UTILITY NOTES ROADWAY AND PARKING LOT SIGNING AND MARKING NOTES 1.ROADWAY SIGNAGE AND PAVEMENT MARKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARDS. 2.ALL STOP BARS, IN ROADWAYS AND PARKING LOTS, SHALL BE THERMOPLASTIC. IF PARKING LOT PAVEMENT OCCURS IN TWO LIFTS, FIRST LIFT MAY BE PAINTED AT OWNER'S DISCRETION. 3.PARKING STALL STRIPING MAY BE PAINT, OR THERMOPLASTIC, AT OWNER'S DISCRETION. FIRE PROTECTION NOTES 1.ALL BACKFLOW PREVENTER ASSEMBLIES/DEVICES SHALL BE IN ACCORDANCE WITH 62-555.360, F.A.C., AND THE AWWA MANUAL M-14, PRACTICE FOR BACKFLOW PREVENTION AND CROSS-CONNECTION CONTROL. ALL WATER METERS SHALL CONFORM TO AWWA C-700 OR NSF 61 STANDARDS. 2.FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH THE UTILITY STANDARDS OR NFPA REGULATIONS, LATEST REVISION, WHICHEVER IS MORE RESTRICTIVE, AND MEET THE APPROVAL OF THE LOCAL FIRE CONTROL DISTRICT. RAISED BLUE PAVEMENT REFLECTORS SHALL BE LOCATED AT THE CENTERLINE OF THE FINISHED TRAVEL LANE, PER THE FIRE DISTRICT , OPPOSITE EACH HYDRANT IN ACCORDANCE WITH FDOT SPECIFICATIONS. 3.UNLESS OTHERWISE APPROVED, ALL FIRE HYDRANT CONNECTIONS, SERVICE CONNECTIONS TO THE CURB STOP AT THE METER, AND ALL JOINTS, CONFLICTS AND THRUST BLOCKS IN THE MAINS SHALL REMAIN UNCOVERED FOR VISUAL INSPECTION BY AN INSPECTOR FOR THE UTILITY OR ENGINEER. THE CONTRACTOR SHALL ONLY BACKFILL AFTER APPROVAL BY INSPECTION. 4.IN ACCORDANCE WITH THE FIRE DISTRICT , DISTANCES BETWEEN INSTALLED FIRE HYDRANTS SHALL NOT EXCEED THOSE SHOWN IN THE APPROVED PLANS. 5.FIRE HYDRANT SHALL BE MARKED IN A UNIFORM MANNER APPROVED BY THE FIRE DISTRICT . 6.FIRE HYDRANTS SHALL BE INSTALLED WITHIN 3 FEET OF THE CURB LINE OF A FIRE LANE, STREET, OR PRIVATE STREET WHEN INSTALLED ALONG SUCH ACCESS WAYS. 7.FIRE HYDRANTS SHALL NOT BE OBSTRUCTED VISUALLY OR FUNCTIONALLY BY VEGETATION. A CLEARING OF 3 FEET TO EACH SIDE, REAR AND TO THE STREET SHALL BE MAINTAINED. 8.FIRE HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH LATEST NFPA SECTION No. 1 REVISION STANDARDS AND THE FIRE DISTRICT LATEST HYDRANT SPECIFICATIONS AND INSTALLATION REQUIREMENTS. 9.THE FIRE PROTECTION WATER SUPPLY, INCLUDING FIRE HYDRANTS, SHALL BE INSTALLED AND IN-SERVICE PRIOR TO PLACING COMBUSTIBLE BUILDING MATERIALS ON-SITE. CONTRACTOR MAY UTILIZE ALTERNATE METHODS (I.E. TANKS WITH FIREPUMP), BUT SHALL OBTAIN APPROVAL FROM THE FIRE DISTRICT PRIOR TO IMPLEMENTATION. CERTIFICATION / SUBSTANTIAL COMPLIANCE NOTES: GENERAL NOTES ASSOCIATION RESPONSIBILITY NOTES 1.ASSOCIATION, ITS SUCCESSORS OR ASSIGNS, SHALL BE RESPONSIBLE FOR PERPETUAL MAINTENANCE OF ALL FEATURES OF THE SURFACE WATER MANAGEMENT SYSTEM AS OUTLINED BY THE DESIGN ENGINEER ON THESE DRAWINGS FOLLOWING COUNTY FINAL ACCEPTANCE AND TURNOVER PROCESS. 2.THE ASSOCIATION IS RESPONSIBLE FOR THE REPLACEMENT OF ALL DEAD LANDSCAPE MATERIAL AND FOR THE MAINTENANCE OF THE REQUIRED IRRIGATION SYSTEM. 3.ASSOCIATION, ITS SUCCESSORS OR ASSIGNS SHALL BE RESPONSIBLE FOR ANNUAL EXOTIC VEGETATION REMOVAL, AS DEFINED BY THE DEVELOPMENT SERVICES ORDINANCE UPON COMPLETION AND ACCEPTANCE OF WORK REQUIREMENT IN THIS CONTRACT. CONTRACTOR RESPONSIBILITY NOTES 1.THE CITY , COUNTY , UTILITY , DRY UTILITIES, AND FDOT MAY HAVE EXISTING UTILITIES ADJACENT TO THIS PROPOSED CONSTRUCTION. CONTRACTOR SHALL CONTACT THE RESPECTIVE UTILITIES TO LOCATE THEIR FACILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ANY DEVIATION IN PLAN INFORMATION SHALL BE REPORTED TO ENGINEER IMMEDIATELY. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING COPIES OF AND COMPLYING WITH ALL PERMITS OBTAINED BY THE OWNER. 4.CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS FROM THE PLANS AND/OR SPECIFICATIONS. 5.CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE COUNTY GROUNDWATER PROTECTION ORDINANCE. 6.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A COPY OF THE APPROVED DEWATERING PERMIT FROM SOUTH FLORIDA WATER MANAGEMENT DISTRICT AS REQUIRED. 7.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A BLASTING PERMIT, IF REQUIRED. 8.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY. ACCORDINGLY, THE CONTRACTOR IS ALSO RESPONSIBLE FOR CREATING, IMPLEMENTING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN AS PER THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. 9.CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC AND USAGE OF THE EXISTING STREETS ADJACENT TO THE PROJECT. ALL TRAFFIC MAINTENANCE CONTROLS SHALL BE IN ACCORDANCE WITH FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS. 10.THE CONTRACTOR SHALL REPAIR AND REPLACE ALL AREAS DISTURBED BY CONSTRUCTION TO EXISTING CONDITIONS. 11.THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, OWNER AND COUNTY PRIOR TO THE FOLLOWING: A.COMMENCEMENT. B.CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT C.GENERAL C.1.COMPACTION C.2.TRENCH DENSITY C.3.ROADWAY STRINGLINE C.4.PAVING (INCLUDING SIDEWALK AND CURBING) C.5.PRELIMINARY AND FINAL INSPECTIONS D.OTHERS AS MAY BE REQUIRED BY OWNER, COUNTY AND ENGINEER. 12.CONTRACTOR SHALL REFERENCE PLANS FOR ADDITIONAL SHOP DRAWINGS REQUESTS, PARTICULARLY FOR STRUCTURES REQUIRING SPECIAL DETAILS AND SPECIFICATIONS WHICH ARE TO BE PROVIDED BY A STRUCTURAL ENGINEER. 13.THE CONTRACTOR SHALL RETAIN THE SERVICES OF A LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA TO STAKE-OUT THE LOCATION OF ALL PROPOSED WATER, AND SEWER LINES AND INFRASTRUCTURE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL OBTAIN A COPY OF THE FINAL UTILITY DRAWINGS, IN CAD FORMAT, FROM THE ENGINEER AND PROVIDE THAT DOCUMENTATION TO THE SURVEYOR. THE DIMENSIONAL INFORMATION OBTAINED FROM THE CAD DRAWINGS SHALL BE USED IN DEVELOPING THE STAKE-OUT PLAN FOR UTILITIES. 14.PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION FENCING (SUCH AS SILT FENCE) BEYOND THE DRIPLINES OF RETAINED VEGETATION ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 15.ENTRY/SIGN FEATURES, SITE WALLS AND FLAG POLE LOCATIONS AND CONFIGURATIONS ARE APPROXIMATE AND ARE SUBJECT TO CHANGE. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S OR ARCHITECT'S PLANS FOR ENTRY/SIGN FEATURES, SITE WALLS AND FLAG POLE MATERIALS AND DESIGN SPECIFICATIONS. IF THERE ARE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATIONS AND ENGINEER'S PLANS, CONTRACTOR IS REQUIRED TO OBTAIN FROM ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS. SHOWN ON THE STAMPED APPROVED SITE DEVELOPMENT PLANS. CONTRACTOR SHALL APPLY SEPARATELY FOR THE APPROPRIATE BUILDING PERMITS, WHERE APPLICABLE, AS OUTLINED IN THE COUNTY BUILDING CODE AND LDC. 16.CONTRACTOR SHALL REFERENCE ELECTRICAL ENGINEER'S PLANS FOR STREET/SITE LIGHTING FINAL LOCATIONS, COLOR, MATERIAL AND SPECIFICATIONS. IF THERE ARE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATION AND ENGINEER'S PLANS, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS. STREET/SITE LIGHTING SHALL BE LOCATED TO AVOID CONFLICTS WITH PROPOSED VEGETATION. 17.ALL MATERIALS, DEBRIS, UNSUITABLE EARTH, ETC. OF NO SALVAGE VALUE SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR. DEFINITIONS GENERAL PROCEDURES UNDERGROUND CONTRACTOR RESPONSIBILITY NOTES 1.UNDERGROUND CONTRACTOR SHALL MINIMIZE THE WORK AREA AND WIDTH OF TRENCHES TO AVOID DISTURBANCES OF NATURAL VEGETATION. SPOIL FROM TRENCHES SHALL BE PLACED ONLY ON PREVIOUSLY CLEARED AREAS OR AS DIRECTED BY THE OWNER. UNDERGROUND CONTRACTOR SHALL NOT REMOVE AND/OR DISTURB ANY TREES AND/OR SHRUBS WITHOUT PRIOR APPROVAL BY OWNER. 2.ALL UNDERGROUND UTILITIES AND INFRASTRUCTURE LOCATED BENEATH THE STABILIZED PORTION OF THE ROAD BED SHALL BE INSTALLED PRIOR TO COMPACTION OF THE SUBGRADE OR AS OTHERWISE DIRECTED BY OWNER. CAUTION: STORM DRAINAGE PIPES MAY EXTEND INTO STABILIZED SUBGRADE AND/OR BASE. PAVING CONTRACTOR SHALL ADJUST STABILIZER MIXER TO PREVENT CONTACT AND DAMAGE TO PIPING. 3.ALL CONDUITS UNDER PAVEMENT SHALL EXTEND 5' BEYOND THE BACK OF CURB AND/OR BACK OF SIDEWALK AT EACH END AND SHALL BE A MINIMUM OF 18" UNDER WATER MAINS AND FORCE MAINS. LEGEND HATCH BRICK PAVERS BUILDING EXISTING BUILDING CONCRETE DETECTABLE SURFACE WETLANDS ZONE UPLANDS ZONE LITTORAL ZONE SAND EARTH GEOWEB WADING BIRD AREA COMPACTED LIMEROCK GRAVEL STABILIZED SUBGRADE WATER UPLAND BUFFER ZONE IN-LINE VALVE W/ BOX REDUCER IRRIGATION METER WATER METER PIPE PLUG STORM SEWER & STRUCTURE WITH SIDE INLETS HEADWALL BACTERIAL SAMPLE POINT CONTROL STRUCTURES MITERED END STORM SEWER & STRUCTURE FLARED END SECTION X REVISION SYMBOL A DIRECTION OF DRAINAGE FLOW SWALE & DIRECTION OF FLOW AIR RELEASE VALVE SIGN TEMPORARY BLOW-OFF PROPOSED ELEVATION HANDICAPPED PARKING SPACEX.XXEXISTING ELEVATION X KEY NOTE LIGHT POLE TREGULAR PARKING ACCESSIBLE PARKING LOADING ZONE PARKING DRIVE THRU STACKING PARKING X X X X X.XX LEGEND SYMBOLS RIP-RAP EXISTING LIGHT POLEL PUMP STATION SANITARY SEWER LATERAL & CLEAN-OUT SANITARY SEWER MANHOLE / STORM SEWER JUNCTION BOX YARD DRAIN CHECK VALVE PLUG VALVE SIAMESE / FIRE DEPARTMENT CONNECTION FIRE HYDRANT ASSEMBLY TBLOW-OFF TEMPORARY BLOW-OFF REFERENCE ARCHITECT'S PLAN FOR SIZE, LOCATION, DETAILS, & SPECIFICATIONS. FIRE SERVICE INFRASTRUCTURE FROM PIV TO THE BUILDING SHALL BE PER THE FIRE SPRINKLER CONTRACTOR OR MECHANICAL ENGINEERS DETAILS AND SPECIFICATIONS (INCLUDING PIV, FDC, AND CHECK VALVES) REFERENCE LANDSCAPE ARCHITECT'S PLAN FOR SIZE, LOCATION, DETAIL, & SPECIFICATIONS. REFERENCE ELECTRIC UTILITY DESIGN FOR DETAILS, MATERIALS, & SPECIFICATIONS. REFERENCE MECHANICAL, ELECTRICAL, OR PLUMBING ENGINEER'S PLAN FOR SIZE, LOCATION, DETAILS, & SPECIFICATIONS. BUILDING CONTRACTOR'S POINT OF CONNECTION. REFERENCE STRUCTURAL ENGINEER'S PLAN FOR SIZE, LOCATION, DETAILS, & SPECIFICATIONS. ARC FIRE LA ELEC MEP POC SE OWNER - BCHD PARTNERS II, LLC PROJECT - FOUNDERS' SQUARE ASSOCIATION - FOUNDERS' SQUARE UMBRELLA ASSOCATION, INC. DEVELOPMENT SERVICES / BUILDING DEPARTMENT - COLLIER COUNTY COUNTY - COLLIER COUNTY CITY - CITY OF NAPLES UTILITY - COLLIER COUNTY UTILITIES DIVISION (POTABLE WATER AND SANITARY SEWER) DRY UTILITIES - FPL, COMCAST, CENTURY LINK CONTRACTOR - GENERAL / PRIME CONTRACTOR UNDERGROUND CONTRACTOR - THE UNDERGROUND UTILITY CONTRACTOR AND ALL UTILITY SUBCONTRACTORS. PAVING CONTRACTOR - THE PAVING CONTRACTOR AND ALL SUBCONTRACTORS PROVIDING MATERIALS AND SERVICES INCLUDING FILL, LIMEROCK, CURBING AND SIDEWALKS. ENGINEER - OWNER'S ENGINEER RESPONSIBLE FOR INSPECTION AND CERTIFICATION (PENINSULA ENGINEERING) SURVEYOR - OWNER'S SURVEYOR RESPONSIBLE FOR CONSTRUCTION STAKE-OUT AND VERIFICATION OF RECORD DRAWING INFORMATION. FIRE DISTRICT - GREATER NAPLES FIRE AND RESCUE DISTRICT POST INDICATOR VALVE 1.CONTRACTOR SHALL BE RESPONSIBLE IN COORDINATING WITH THE FOLLOWING RESPECTIVE UTILITY COMPANIES AND AGENCIES FOR COORDINATION OF SERVICES AND CONNECTIONS FOR THE PROJECT. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY OR UTILITY COMPANY PRIOR TO COMMENCING WORK WITHIN ANY AGENCY OR UTILITY COMPANY'S DISTRICT. COLLIER COUNTY:JOE BIANCHI (239) 877-8031 FLORIDA POWER & LIGHT:ALEC WENDEL (239) 353-6008 COMCAST:DEAN BERNARD (239) 415-4742 CENTURY LINK:KELLY CLARK (239) 263-6223 GREATER NAPLES FIRE:SHAWN HANSON (239) 348-7540 2.A PRE-CONSTRUCTION MEETING IS TO BE HELD PRIOR TO DELIVERY OF MATERIALS AND INITIATION OF ANY WATER AND SEWER CONSTRUCTION. THE MEETING SHALL BE ATTENDED BY THE UTILITY , DEVELOPMENT SERVICES / BUILDING DEPARTMENT , THE CONTRACTOR, THE UNDERGROUND CONTRACTOR, PAVING CONTRACTOR, ENGINEER AND OTHER INTERESTED PARTIES. 3.THREE (3) OR MORE COPIES OF THE CURRENT APPROVED PRODUCT LIST AND ALL NECESSARY SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO SCHEDULING OF THE PRE-CONSTRUCTION MEETING. 4.ALL MATERIALS SUPPLIED SHALL CONFORM TO PRODUCT LIST AND SHOP DRAWINGS AS APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION. SUBSTITUTE MATERIALS SHALL NOT BE APPROVED AFTER DELIVERY TO THE JOB SITE. ALL REQUESTS FOR MATERIAL SUBSTITUTION SHALL BE APPROVED PRIOR TO DELIVERY OF THESE MATERIALS TO THE JOB SITE. 5.ALL APPLICABLE PERMITS MUST BE OBTAINED PRIOR TO COMMENCEMENT OF CONSTRUCTION (FDEP, THE COUNTY , SFWMD, RIGHT-OF-WAY, BLASTING, DEWATERING, ETC.) 6.SEQUENCE OF CONSTRUCTION - UNLESS OTHERWISE NOTED, SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND UTILITIES SHALL BE INSTALLED PRIOR TO ROADWAY CONSTRUCTION. 7.ALL CONTRACTORS SHALL MAINTAIN A CURRENT APPROVED SET OF CONSTRUCTION PLANS ON-SITE. 8.THE CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING LOCATIONS FOR ALL EXISTING PUBLIC AND PRIVATE UTILITY FACILITIES. 9.THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE APPROVED PLANS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTORS. APPROVAL OF DEVELOPMENT PLANS BY THE UTILITY IN NO WAY IMPLIES VERIFICATION OF THE ACCURACY OF THOSE PLANS OR FEATURES DEPICTED THEREON. ANY DISCREPANCY IN OR VARIATION FROM THE APPROVED PLANS IS TO BE BROUGHT TO THE ATTENTION OF THE UTILITY BY THE ENGINEER AND CONTRACTORS. 10.THE CONTRACTORS SHALL BE RESPONSIBLE AT ALL TIMES THROUGH THE DURATION OF CONSTRUCTION FOR THE PROTECTION OF EXISTING AND NEWLY INSTALLED UTILITIES FROM DAMAGE OR DISRUPTION OF SERVICE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR TAKING SUCH MEASURES AS NECESSARY TO PROTECT THE HEALTH, SAFETY AND WELFARE OF THOSE PERSONS HAVING ACCESS TO THE WORK SITE. 11.THE CONTRACTORS SHALL SCHEDULE INSPECTIONS AND TESTS WITH THE DEVELOPMENT SERVICES, THE CITY AND THE COUNTY , AS REQUIRED, A MINIMUM OF 48 HOURS IN ADVANCE AND NOTIFY ENGINEER 48 HOURS IN ADVANCE. 12.NO CONNECTION TO, OR ANY OTHER CONSTRUCTION SHALL BE PERFORMED ON AN EXISTING UTILITY MAIN OR STRUCTURE WITHOUT THE PRESENCE OF A THE DEVELOPMENT SERVICES UTILITY INSPECTOR. 13.FACILITIES PROPOSED HEREIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS, THE UTILITY , AND THE DEVELOPMENT SERVICES / BUILDING DEPARTMENT TECHNICAL STANDARDS AND SPECIFICATIONS. CONFLICTS BETWEEN THE PRECEDING DOCUMENTS SHOULD BE CALLED TO THE ATTENTION OF THE UTILITY FOR RESOLUTION. DEVIATIONS FROM THE APPROVED PLANS MUST BE APPROVED IN ADVANCE BY THE UTILITY . 14.ANY DEVIATIONS FROM THE APPROVED PLANS MUST HAVE PRIOR WRITTEN APPROVAL FROM OWNER, ENGINEER AND APPROVING AGENCY. 15.RECORD DRAWINGS - THE SURVEYOR SHALL PROVIDE A COMPLETE SET OF "AS-BUILT" INFORMATION RELATIVE TO LOCATION OF THE STORM INLETS AND SANITARY MANHOLES AS WELL AS INVERTS AND RIM ELEVATIONS, AND ANY OTHER CHANGES. 16.UPON COMPLETION OF CONSTRUCTION, A FINAL INSPECTION SHALL VERIFY PROPER ADHERENCE TO ALL FACETS OF THE PLANS AND SPECIFICATIONS. 17.GUARANTEE - ALL MATERIAL AND EQUIPMENT TO BE FURNISHED AND/OR INSTALLED BY THE CONTRACTORS UNDER THEIR CONTRACT SHALL BE GUARANTEED FOR A PERIOD OF AT LEAST ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE THEREOF, AGAINST DEFECTIVE MATERIALS, DESIGN AND WORKMANSHIP. UPON RECEIPT OF NOTICE FROM THE OWNER OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT OR MATERIALS, DURING THE GUARANTY PERIOD. THE AFFECTED PART, PARTS, OR MATERIALS SHALL BE REPLACED PROMPTLY WITH NEW PARTS OR MATERIALS BY THE CONTRACTOR, AT NO EXPENSE TO THE OWNER. IN THE EVENT THE CONTRACTOR FAILS TO MAKE THE NECESSARY REPLACEMENT OR REPAIRS WITHIN SEVEN DAYS AFTER NOTIFICATION BY THE OWNER. THE OWNER MAY ACCOMPLISH THE WORK AT THE EXPENSE OF THE CONTRACTOR. 18.ANY WELLS DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE OWNER AND ENGINEER WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 19.A COUNTY RIGHT-OF-WAY PERMIT IS REQUIRED TO PERFORM WORK AND/OR MAINTENANCE IN THE PUBLIC RIGHT-OF-WAY. 1.ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TECHNICAL STANDARDS OF THE UTILITY AND FDEP. 2.POTABLE WATER SYSTEM UP TO THE METER/BACKFLOW DEVICE SHALL BE OWNED AND MAINTAINED BY THE UTILITY . 3.ON-SITE WASTEWATER COLLECTION SYSTEM SHALL BE OWNED AND MAINTAINED BY UTILITY. 4.IRRIGATION DISTRIBUTION SYSTEM SHALL BE OWNED AND MAINTAINED BY OWNER, ITS SUCCESSORS OR ASSIGNS. 5.UTILITY MATERIALS, COLORS, AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE TECHNICAL STANDARDS OF THE UTILITY AND FDEP. 6.EXISTING UTILITIES ARE SHOWN IN APPROXIMATE LOCATION. THE CONTRACTOR SHALL FIELD VERIFY ALL ELEVATIONS AND LOCATIONS OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND FAMILIARIZE HIMSELF WITH THE SITE AND THE CONTRACT DOCUMENTS. ALL WORK SHALL BE CONDUCTED IN STRICT ACCORDANCE WITH ALL PERMITS AND APPROVALS OBTAINED FOR THIS PROJECT. 7.CONTRACTOR SHALL MARK LOCATIONS OF ALL PRESSURE PIPES IN ACCORDANCE WITH THE TECHNICAL STANDARDS OF THE UTILITY . 8.THE CONTRACTOR SHALL PROVIDE 48 HOURS WRITTEN NOTICE TO THE ENGINEER, CITY , COUNTY , UTILITY AND FIRE DISTRICT PRIOR TO THE FOLLOWING: A.COMMENCEMENT B.CHANGES TO APPROVED SCHEDULES, SUBCONTRACTORS, OR RESIDENT SUPERINTENDENT C.GENERAL C.1.COMPACTION C.2.TRENCH DENSITY C.3.FINAL INSPECTIONS C.4.CONFLICT BOX INSTALLATION C.5.WATER MAIN OR FORCE MAIN CASING INSTALLATION D.POTABLE AND IRRIGATION SYSTEMS D.1.CONNECTION TO EXISTING POTABLE WATER FACILITIES (INCLUDING HOT TAPS) D.2.MASTER METER AND BYPASS PIPING D.3.PRESSURE TESTS D.4.FLUSHING D.5.CHLORINATION D.6.BACTERIOLOGICAL TESTS D.7.JACK AND BORE INSTALLATIONS D.8.FIRE FLOW TESTING E.WASTEWATER SYSTEMS E.1.CONNECTION TO EXISTING SANITARY SEWER FACILITIES (INCLUDING HOT TAPS) E.2.PRESSURE TESTS E.3.INFILTRATION TEST E.4.LIFT STATION INSTALLATION (PRIOR TO COVER UP) E.5.LIFT STATION STARTUP E.6.LAMPING TO SEWER AND MANHOLES E.7.FLUSHING E.8.VIDEOTAPING OF GRAVITY MAINS E.9.JACK AND BORE INSTALLATIONS F.OTHERS AS MAY BE REQUIRED BY OWNER, AND ENGINEER. G.OTHERS AS MAY BE REQUIRED BY UTILITY AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. 9.WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON-POTABLE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL AND HORIZONTAL DISTANCES AS REQUIRED BY THE UTILITY . 10.WATER MAINS CROSSING ANY TYPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER SHALL HAVE 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 THE 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 SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62- 610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. 11.HORIZONTAL AND VERTICAL DEFLECTION OF THE PRESSURE MAINS SHALL NOT EXCEED THE PIPE MANUFACTURER'S SPECIFICATIONS. BENDS SHALL BE USED WHERE DEFLECTIONS EXCEED THE MANUFACTURER'S SPECIFICATIONS. 12.COVER FOR MAINS SHALL BE MEASURED FROM FINISHED GRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE MINIMUM COVER, REGARDLESS OF EXISTING GRADE. 13.CONTRACTOR SHALL CONSTRUCT ALL WATER, IRRIGATION AND SEWER APPURTENANCES INCLUDING METER BOXES, BLOW-OFFS, VALVE BOXES, AIR RELEASE VALVES, FIRE HYDRANTS, ETC. TO FINISHED GRADE. CONTRACTOR SHALL COORDINATE DURING THE CONSTRUCTION STAKE-OUT AND PRIOR TO CONSTRUCTION OF SAID APPURTENANCES WITH OWNER AND ENGINEER REGARDING FINISHED GRADE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSURE CONSTRUCTION OF SAID APPURTENANCES TO FINISHED GRADE. 14.PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION, ALL SUBSURFACE CONSTRUCTION SUCH AS WATER LINES, SEWER LINES, PUBLIC UTILITIES, AND STORM DRAINAGE MUST BE COMPLETED. COMPACTION UNDER ALL AREAS SHALL BE TO 98% DENSITY. 15.APPROVED FITTINGS SHALL BE USED TO MAINTAIN PLAN ALIGNMENT OF POTABLE, FORCE, AND IRRIGATION MAINS. DEVIATION FROM PLAN ALIGNMENT SHALL BE NOT MORE THAN 12±" FROM PLAN CENTERLINE OF MAIN. A LAND SURVEYOR, REGISTERED IN THE STATE OF FLORIDA, SHALL PREPARE RECORD DRAWINGS OF ALL FITTINGS AND DEFLECTIONS. 16.BEDDING FOR WATER AND SEWER LINES SHALL BE AS SHOWN ON TYPICAL TRENCH RESTORATION DETAIL. SUITABLE BACKFILL MATERIAL SHALL BE PLACED IN 6" MAXIMUM COMPACTED LAYERS TO 12" ABOVE THE TOP OF PIPE. 17.ALL VALVES MUST BE PLACED OUTSIDE OF PAVED AREAS, UNLESS OTHERWISE INDICATED IN THE APPROVED CONSTRUCTION DOCUMENTS. 18.PER ASTM STANDARDS, NO GRAVITY SEWER LINE SHALL EXCEED A DEFLECTION OF 5%. A DEFLECTION TEST SHALL BE PERFORMED BY ADVANCING A MANDREL, WITH A DIAMETER OF NO LESS THAN 95% OF THE INSIDE PIPE DIAMETER AND MOUNTED ON THE FRONT OF THE SEWER VIDEOTAPING DEVICE, THROUGH ALL GRAVITY SANITARY MAINS WITHIN THE SYSTEM. 19.ALL 8" PVC GRAVITY SANITARY SEWER MAINS SHALL CONFORM TO ASTM D-3034 SDR 26 AND SHALL HAVE A 0.40% MINIMUM SLOPE UNLESS OTHERWISE NOTED. 20.ALL PVC SEWER LATERALS SHALL BE 6", CONFORM T0 ASTM D-3034 SDR 26 AND CONSTRUCTED AT 1.04% MINIMUM SLOPE PER THE PLUMBING CODE. 21.ALL PVC PIPES 14" TO 36" IN DIAMETER SHALL MEET THE REQUIREMENTS OF AWWA C-905. 22.ALL DUCTILE IRON PIPE (DIP) SHALL MEET THE REQUIREMENTS OF AWWA C-151 23.ALL WATER SERVICES UNDER PAVEMENT SHALL BE INSTALLED IN A 4" SCH. 40 PVC CONDUIT AND EXTEND 5' PAST THE EDGE OF PAVEMENT ON BOTH SIDES OR WATER SERVICE CONDUITS SHALL BE PLUGGED, MARKED AT GRADE, AND HAVE 3M BRAND MARKERS, OR APPROVED EQUAL, AT EACH END. 24.ALL CONDUITS UNDER ROADWAYS (DRY UTILITIES) SHALL BE A MINIMUM OF 18" UNDER WATER MAINS AND FORCE MAINS. 25.POTABLE WATER MAINS 3 INCHES OR SMALLER SHALL MEET THE REQUIREMENTS OF ASTM D-2241 OR D-1785, LATEST REVISION. PIPE JOINTS SHALL BE PUSH-ON OR SOLVENT WELDED TYPE. 26.ALL POLYETHYLENE PIPES 1/2" TO 3" IN DIAMETER SHALL BE PE3408, AWWA C-901 AND SDS 9-220 COMPLIANT. 27.ALL BACKFLOW PREVENTER ASSEMBLIES/DEVICES SHALL BE IN ACCORDANCE WITH 62-555.360, F.A.C., AND THE AWWA MANUAL M-14, PRACTICE FOR BACKFLOW PREVENTION AND CROSS-CONNECTION CONTROL. ALL WATER METERS SHALL CONFORM TO AWWA C-700 OR NSF 61 STANDARDS. 28.LOCATING DIMENSIONS FOR SEWER LATERALS & WATER CROSSINGS ARE TAKEN FROM THE NEXT DOWNSTREAM MANHOLE ALONG THE CENTERLINE OF THE SEWER, AND PERPENDICULAR TO THE SERVICE LINE. 29.A TEMPORARY BACKFLOW PREVENTER MAY BE REQUIRED BY FIRE DISTRICT IF CONSTRUCTION WITH COMBUSTIBLE MATERIAL COMMENCES PRIOR TO THE ACCEPTANCE OF THE WATER MAIN BY UTILITY . 30.ALL TEMPORARY BACTERIAL SAMPLE POINTS ARE TO BE REMOVED AFTER SATISFACTORY BACTERIAL TESTING IS COMPLETED AND THE CONNECTION IS MADE TO THE EXISTING WATER MAIN. 31.ALL WATER MAINS MUST BE FLUSHED AND DETERMINED TO BE BACTERIOLOGICAL CLEARED BEFORE CONNECTIONS ARE MADE TO THE PROPOSED WATER DISTRIBUTION SYSTEM. 32.ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF ABOVE GROUND IMPROVEMENTS PERMITTED WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. 1.ALL INVERTS AND ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 2.THE INFORMATION PROPOSED IN THIS PLAN IS BASED ON THE LATEST FIELD INFORMATION AND AVAILABLE RECORD DRAWING INFORMATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THIS INFORMATION PRIOR TO COMMENCEMENT OF CONSTRUCTION AND PROVIDE IN WRITING ANY DISCREPANCIES TO THE ENGINEER. 3.THIS PLAN IS NOT INTENDED TO BE ALL INCLUSIVE OF EXISTING FACILITIES OR MATERIALS TO BE REMOVED. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF EXISTING CONDITIONS WITH REGARDS TO SITE MODIFICATIONS NECESSARY TO ACCOMMODATE THE PROPOSED IMPROVEMENTS. ALL ITEMS TO BE REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AT THE EXPENSE OF THE CONTRACTOR, INCLUDING ALL DUMPING FEES, UNLESS OTHERWISE NOTED. 4.ALL MATERIALS AND CONSTRUCTION METHODS USED FOR THE PROPOSED IMPROVEMENTS SHALL CONFORM TO THE APPROVED TECHNICAL SPECIFICATIONS, AND ALL FEDERAL, STATE AND LOCAL REGULATIONS. 5.THE REVIEW AND APPROVAL OF THESE IMPROVEMENT PLANS DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EXISTING EASEMENTS OF RECORD. 6.ALL SOLID WASTE FOR THE PROJECT IS TO BE PICKED UP AND DISPOSED OF BY WASTE MANAGEMENT SERVICES. 7.ALL PROJECT SIGNS SHALL BE IN ACCORDANCE WITH THE P.U.D. (IF APPLICABLE) AND THE DEVELOPMENT SERVICES / BUILDING DEPARTMENT LAND DEVELOPMENT CODE. 8.OWNER HAS THE DISCRETION OF USING CONCRETE PAVER BRICKS IN PLACE OF CONCRETE SIDEWALK. PAVING CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT , ARCHITECT PLANS, OR OWNER, FOR PAVER BRICK FINAL LOCATIONS, THICKNESS, SIZE, COLOR, PATTERN, AND SPECIFICATIONS. CONCRETE PAVER BRICK SEALANT OR REPELLENT MAY BE USED AT OWNER'S DISCRETION. IF THERE ARE ANY DISCREPANCIES BETWEEN PLANS AND SPECIFICATIONS AND ENGINEER'S PLANS, CONTRACTOR SHALL REPORT DISCREPANCY TO ENGINEER. 9.ALL PVC STORM DRAIN PIPES SHALL BE COLOR WHITE SDR 26, OR APPROVED EQUAL, UNLESS OTHERWISE NOTED IN THE PLANS 10.THE LIGHTING POLES AND LUMINARIES SHOWN ON THESE DRAWINGS ARE FOR ILLUSTRATIVE PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION. FINAL LIGHTING POLE LOCATION AND LUMINARY TYPE MAY VARY AND WILL BE COORDINATED WITH OWNER'S ELECTRICAL ENGINEER. POLE LOCATIONS SHOULD MAINTAIN A MINIMUM HORIZONTAL SEPARATION OF FIVE FEET FROM UNDERGROUND UTILITY MAINS. 11.SIGN AND FLAG POLE PERMITS MUST BE APPLIED FOR SEPARATELY FROM THIS PPL, AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 12.ALL SIDEWALKS AND SIDEWALK CROSSINGS FOR ROADSIDE SIDEWALKS AND ACCESSIBLE ROUTES SHALL BE CONSTRUCTED IN ACCORDANCE WITH FDOT INDEX #522-002 AND #522-001, THE AMERICANS WITH DISABILITIES ACT (ADA), AND THE FLORIDA ACCESSIBILITY CODE AT CURBS, GUTTERS, SIDEWALKS, INTERSECTIONS, ETC. 13.THE ASSOCIATION WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE INFRASTRUCTURE ON THE SITE INCLUDING: OPEN SPACE AREAS, PAVED AREAS, PRIVATE STREETS AND THE STORMWATER MANAGEMENT SYSTEM. 14.DEVELOPMENT OF THE SITE WILL BE IN ACCORDANCE WITH ORDINANCE 2019-XX FOR THE BAUMGARTEN PUD. 9.A.1.e Packet Pg. 166 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM X W M XFM XFM XFM XFM XFM XFM XFM 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XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM BTVBTVBTVBTV BTVBT BTVBTVBTV BT BT BT BT X R CW XRCW XRCW XRCW XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 15.9411.2411.4612.0011.9811.5611.5211.2611.4511.5811.9811.4911.5111.4912.0711.9212.9713.2012.5512.1312.0812.5112.7812.5712.2911.9911.8813.1212.9512.1413.0711.8812.0811.7611.8812.0712.0211.9111.7812.3812.5612.0912.6711.9611.8111.6011.8511.9211.9312.2912.0012.1812.4612.1611.7812.0213.0513.9611.0610.1410.3914.6314.2714.6111.1210.8011.3815.5417.1412.5212.3217.1915.2811.4610.4511.6214.3715.0214.1214.1011.1110.6611.6514.9315.6613.3412.8115.5314.7211.1010.7110.9714.3514.0912.0212.2412.5612.0912.0412.0214.6014.5613.7914.6011.1912.9413.3012.716.726.5813.8512.7811.5313.857.417.3312.1012.7011.7711.4311.8613.3312.617.166.8813.1911.7911.8313.877.508.0211.8812.6511.6612.2813.2112.387.276.7714.5311.9012.6415.166.887.1212.8413.4412.3911.1412.8712.247.226.8514.2813.1712.3213.997.327.3712.1412.6111.3011.0112.3812.157.207.1817.8612.1611.3314.206.677.0012.6412.8711.3711.8712.9612.326.926.7213.8211.3411.8415.096.066.9413.4714.1213.8212.3913.0013.7113.266.716.3314.8912.2511.3914.157.087.1313.0013.3812.1112.9613.1911.7012.5012.0012.9112.4712.6612.2912.748.7612.3812.7912.6511.948.6115.928.4112.4412.4212.4612.108.5815.6416.0215.6715.7615.4215.8616.0215.6416.0115.7714.6813.7712.5011.9011.5314.3814.2311.0614.4716.4716.0610.8814.5714.5512.8210.8113.7715.0113.477.6212.4814.5319.2920.6219.3420.5920.6319.2619.0920.6313.6013.4513.3813.5240.9441.0416.0116.3116.6716.6715.7215.5314.5915.5315.5015.5815.0014.5414.7312.3812.4112.0012.0211.8812.0712.0513.3114.9415.3914.0612.6311.9511.8111.7712.1712.2112.4312.7313.2113.6413.4013.3513.0312.6512.7813.0313.5113.4013.4313.4313.7113.5613.5417.1612.5612.9613.1813.1413.0313.2012.7713.4912.8613.1313.3813.4621.0818.7212.2712.1912.1312.5414.6415.4615.9015.9315.9115.7615.4715.5115.7716.0915.9015.8516.8916.8916.9116.9016.9917.0017.0416.4816.4516.2316.2015.9116.1416.0316.1615.7315.5715.8415.5215.8615.8215.4115.7815.6815.2815.6815.7015.5915.1415.4714.9915.4015.4015.5115.5515.4915.1315.1015.1915.4415.4915.0815.3115.2515.3015.2414.9114.8815.2015.7215.6515.6715.7015.6615.6215.4915.4314.9115.1915.2015.4015.4515.5715.3815.5915.8116.0216.1316.1715.8116.396.0014.4614.7014.1714.526.1614.7914.295.8614.5214.406.0514.6511.745.7914.6014.625.9514.7514.576.0714.8114.646.2014.6414.486.1014.6414.406.2014.6314.446.1314.7014.536.6014.4314.336.3514.4614.466.1314.5914.366.2614.7214.536.6314.1414.5316.1115.7316.1515.7715.8416.1516.0316.0916.0116.1715.9715.6215.8916.0715.8315.4315.7915.7815.7215.3515.5815.6315.2015.5515.5315.7315.6815.5215.5515.2215.5215.4015.1315.4515.3115.1215.3415.2215.5615.6215.5415.6615.6715.5915.5415.8615.5615.9615.6415.9315.9116.0915.7416.0615.8515.5215.8815.5015.8615.8215.7815.3915.7015.6415.6515.6015.6415.7315.1815.5815.2615.4515.5315.4015.0515.4315.4114.9015.3415.6815.5015.1315.5115.6515.8015.3515.7416.1615.8515.9215.5416.0316.2315.7516.1316.1916.2015.6616.0516.0615.9715.5615.9015.4616.0115.7815.3115.6915.6115.8115.5615.8615.2615.6515.3415.6214.8915.3415.4615.5015.7815.7315.3615.9816.0015.7816.1313.3415.9516.2716.5216.6216.4916.4116.0216.6613.7412.6211.6011.5616.6217.3517.2317.3917.3016.8616.7617.2717.3617.3217.2317.3717.2017.3517.3817.2017.2017.4016.8816.8117.3017.1816.6217.1217.1117.2216.7716.6017.0817.0617.0317.1916.6517.1917.0717.0916.6116.6717.1717.0917.1317.2316.7117.0917.1517.1316.7117.1217.0416.5316.6417.0717.1016.9616.9716.9017.0617.0416.5316.8417.0717.0216.8616.4616.7116.9517.1017.0516.9416.4916.6817.0217.0617.1117.0617.1216.8716.9316.9416.9116.8916.5717.1717.2517.2417.3817.3817.2617.2217.4217.3017.4016.9017.2917.2517.2317.3017.3617.4217.4417.0217.2717.5617.2217.2717.3616.8316.9117.4117.3917.4417.4517.4417.4617.4717.0417.0017.4817.4217.4417.4117.5217.4416.9717.5917.6417.7317.6417.3017.1517.7117.8417.8617.7717.3317.1617.7017.7417.7717.7817.3317.1617.7717.7217.5817.6517.2417.0817.6517.5617.4917.3916.8616.9317.5517.6017.5917.5217.0516.9017.5217.3817.2817.3016.7816.7717.2017.2315.5015.3415.7315.7715.6315.9715.8715.8316.1416.1016.4816.5016.4516.5516.1816.4716.4216.1416.5816.6116.2516.9316.5016.2116.4616.3915.9515.7015.8414.4614.545.766.196.1115.4915.8515.8015.8915.8015.4415.8615.9516.1816.3616.2015.8416.1816.365.775.826.096.0016.1215.7416.0716.3014.1816.0815.6416.0616.1513.7415.9015.4615.7916.0213.9615.7414.0516.0115.7215.3415.826.506.096.125.756.075.535.805.675.7114.3516.0315.9315.5915.9814.2516.0616.3416.2316.2514.7216.3716.2915.9516.3713.9816.6216.4416.4613.6216.6216.5216.1916.6013.5016.7316.5216.1516.5613.6216.6616.4416.1616.5313.5116.4016.3916.0416.2815.7716.1516.2214.0216.0716.4917.0117.0216.4616.7417.2317.1216.6216.6317.1017.2816.7317.1917.1417.1316.4617.1917.1417.0317.1716.6517.0517.0316.9016.9016.3116.8316.7616.7416.7816.2116.7016.6616.4916.5916.6016.4716.0216.5216.5216.5116.5016.5316.4616.4415.8616.3016.2316.2016.2816.2716.5216.4115.8116.4416.9416.4016.9916.3216.3917.0116.5016.8916.4216.0116.5017.0116.2616.8216.7516.8516.0716.6216.6016.5616.7516.8716.2616.4416.8716.8816.8216.7816.6716.8516.2916.7816.7316.8216.8416.9216.9716.3516.5017.0216.9516.9517.0216.9916.9216.3416.8816.9116.7816.8216.6116.7116.9916.7216.5616.8216.7617.1417.3616.8716.3617.0317.4717.5316.9216.9617.5117.1216.3417.4616.9016.8817.3616.8416.3416.7817.2717.2216.7316.7016.1716.6417.1216.5016.5016.8916.9717.0016.4415.9816.2416.7816.4816.3516.4016.0116.4616.6216.0816.6116.5416.0116.5616.5116.0516.7216.6416.0516.3316.7816.6716.8116.8616.6816.9016.6616.3516.6416.8616.9516.6716.2016.5717.0316.7016.8017.0816.3116.7017.1816.9117.0617.3216.5416.9417.3517.0817.1917.4716.7217.1217.5417.3517.1917.4816.6816.9317.4217.0817.0117.3016.5016.6717.1416.9316.8817.0816.3716.6016.9716.8016.6716.8716.1716.2616.7216.6116.5716.6816.1316.3016.7616.6416.7116.7716.3516.3616.8116.8416.8216.8216.4216.3316.9316.9216.9516.9916.6016.5917.2117.1816.8617.2016.8115.3715.0614.9314.8714.8014.8014.8415.1114.6314.9815.1615.2514.8215.1415.3715.5114.9315.6115.6615.7415.2915.8215.8715.7815.9715.3215.6815.6915.6415.1815.6115.5115.1515.6015.6015.6215.5115.3215.0115.4415.3415.3214.9115.3815.1614.9814.9215.0114.9014.5715.0515.1614.8715.2815.4015.2315.0715.4815.5415.4415.1915.5515.6515.5815.3915.9115.9415.6715.4215.8715.8415.4515.2915.7815.7115.6715.6515.6815.4215.7515.4316.0416.1815.7414.9915.3714.9416.0215.5515.4315.0314.8714.9615.0214.6915.0115.0814.7615.2115.3515.3615.1515.4515.4815.5015.5415.8915.6615.8815.6015.8915.9116.0215.9515.8415.55SCALE:1" = 100'COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)CVS PHARMACY BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) EXISTING (2) 5'x10' BOX CULVERTS EX. BRIDGE (PART OF COLLIER COUNTY INTERSECTION IMPROVEMENTS) 951 CANAL NORTHCOCOHATCHEE CANAL THE SHOPPES OF PEBBLEBROOKE (PUD) (COMMERCIAL) EXISTING TREES TO BE REMOVED EXISTING TREES TO BE REMOVED EXISTING BUILDING TO BE REMOVED EXISTING BUILDING TO BE REMOVED 26,870± SF ASPHALT TO BE REMOVED 240 EXISTING BUILDING TO BE REMOVED EXISTING FENCE TO BE REMOVED EXISTING FPL EASEMENT TO BE VACATED EXISTING STORM STRUCTURE TO BE REMOVED (TYP) EXISTING WELLS AND APPURTENANCES TO BE REMOVED (TYP)EXISTING BUILDING TO BE REMOVED PROJECT BOUNDARY (TYP) EXISTING DRAINAGE PIPE TO BE REMOVED EXISTING STORM SEWER OUTFALL PIPES TO BE REMOVED UP TO PROPERTY LINE AND PLUGGED EXISTING SWALE TO HAVE MUCK REMOVED AND BE FILLED (TYP) 0.11 AC TO BE CLEARED WITHIN R.O.W. HERITAGE BAY (PUD) (COMMERCIAL) MUCK TO BE REMOVED FROM EXISTING SWALE AND SWALE TO BE FILLED (TYP) EXISTING PRESERVE EXISTING PRESERVE EXISTING PRESERVE REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 8:59:49 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 9:58:53 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-101PL.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE AERIAL AND CLEARING LIMITS AND FLUCCS MAP BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-101PL C-101 03 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 1.PRIOR TO 1985, THE ENTIRE SITE WAS CLEARED OF NATIVE VEGETATION TO SUPPORT THE NURSERY OPERATIONS. THE VEGETATION THAT IS PRESENT ON THE SITE WAS PLANTED IN ROWS AS LANDSCAPE, PLANTED AS LANDSCAPE AROUND THE NURSERY OFFICE BUILDINGS, OR RECRUITED ON TOP OF BERMS OR DOWN IN DITCHES THAT WERE CREATED DURING THE INITIAL CLEARING AND EARTHMOVING CONDUCTED TO CREATE THE NURSERY. BECAUSE THE TREES PRESENT AT THE PROJECT SITE HAVE BEEN APPARENTLY BEEN PLANTED AS LANDSCAPE MATERIAL, PRESERVATION OF TREES IN ACCORDANCE WITH LDC SECTION 3.05.07.A.2 IS NOT APPLICABLE. AS A RESULT, NO NATIVE VEGETATION PRESERVATION IS REQUIRED OR PROPOSED FOR THIS PROJECT. 2.REFERENCE COLLIER COUNTY LAND DEVELOPMENT CODE FOR NATIVE VEGETATION REQUIREMENTS. 3.PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE APPLICANT SHALL INSTALL TEMPORARY CONSTRUCTION FENCING (ENVIROFENCE) BEYOND THE DRIPLINES OF RETAINED VEGETATION ALONG THE LIMITS OF CLEARING. THIS FENCE SHALL REMAIN ERECTED AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION. 4.CONTRACTOR SHALL EMPLOY METHODS IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES" AND REFERENCE NDPES DISCHARGE CONTROL PLAN AND DETAILS TO PREVENT EROSION. 5.ALL PROHIBITED EXOTIC VEGETATION (CATEGORY I AND II EXOTICS AS DEFINED BY THE FLORIDA EXOTIC PEST PLANT COUNCIL (FEPPC)) SHALL BE REMOVED FROM THE SITE AND ALL NATIVE PRESERVATION AREAS SHALL BE MAINTAINED FREE OF PROHIBITED EXOTICS IN PERPETUITY. (LDC 3.05.08) 6.WHERE HEAVY CONSTRUCTION ACTIVITIES ARE ADJACENT TO EXISTING NATIVE VEGETATION TO BE RETAINED, THE LIMITS OF CLEARING WILL BE CLEARLY MARKED AND BARRICADED PRIOR TO COMMENCEMENT OF CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL COMPLETION OF CONSTRUCTION. 7.STANDARD STRUCTURAL BUFFERS WILL BE PLACED ADJACENT TO ALL REMAINING CONSERVATION AREAS WHERE A 15' WIDE VEGETATED BUFFER BETWEEN THE WETLAND JURISDICTION LINE AND ADJACENT DEVELOPMENT CANNOT BE MAINTAINED. THE “STANDARD STRUCTURAL BUFFER” WILL BE A HEDGE OF NATIVE VEGETATION, A FENCE, A SMALL WALL (OR BULKHEAD) OR A COMBINATION OF THESE. A HEDGE OF NATIVE VEGETATION (SHRUBS) WILL TYPICALLY BE UTILIZED. IF A FENCE OR WALL IS USED, IT WILL BE CONSTRUCTED ALONG THE CONSERVATION AREA BOUNDARY BUT WILL NOT INTRUDE INTO THE CONSERVATION AREA. IF A HEDGE IS USED, PLANTS WILL BE INSTALLED IN A ZONE BEGINNING AT THE CONSERVATION AREA BOUNDARY AND EXTENDING INTO THE CONSERVATION AREA NOT MORE THAN 3 FEET. CLEARING NOTES COLLIER COUNTY PROPERTY APPRAISERAERIAL PHOTOGRAPHY COPYRIGHT OF2019FLUCCS CODE DESCRIPTION AREA (AC) 240 NURSERY AND VINEYARDS 55.56 TOTALS 55.56 FLUCCS LEGEND AREA TO BE CLEARED = 6.23 AC 9.A.1.e Packet Pg. 167 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 100'FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) X X X X LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.) EXISTING (2) 5'x10' BOX CULVERTS COCOHATCHEE CANAL COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) 951 CANAL NORTHTHE SHOPPES OF PEBBLEBROOKE 50' PRIVATE R.O.W. 10' P.U.E.10' P.U.E. 20' 100' PRIVATE R.O.W. 10' P.U.E.10' P.U.E. 24' 14' 15' TYPE "B" L.B.E. 15' TYPE "B" L.B.E. 20' TYPE "D" L.B.E. 20' TYPE "D" L.B.E. 20' TYPE "D" L.B.E.20' TYPE "D" L.B.E.24'50' PRIVATE R.O.W. 10' P.U.E. 10' P.U.E. 50' PRIVATE R.O.W. 24' 10' P.U.E.10' P.U.E. PUMP STATION (C.U.E.) (50'x50') 10' P.U.E. PROPOSED 11' RIGHT TURN LANE EX. 12' TRAVEL LANES PROPOSED (2) 11' LEFT TURN LANES EX. 12' TRAVEL LANES 6' SIDEWALK 5' SIDEWALK (TYP) 5' SIDEWALK (TYP) 6' SIDEWALK 5' SIDEWALK (TYP) EX. 12' LEFT TURN LANE TO BE EXTENDED PROPOSED 11' RIGHT TURN LANE (3) EX. 12' TRAVEL LANES (3) EX. 11' TRAVEL LANES EX. 10' SIDEWALK 170' PUBLIC/COLLIER COUNTY R.O.W. 100' 951 CANAL R.O.W. EX. 11' RIGHT TURN LANE TO BE EXTENDED 18' C.U.E.18' C.U.E.18' C.U.E.18' C.U.E. 18' C.U.E. 18' C.U.E. 18' C.U.E.18' C.U.E.FOUNDERS' SQUARE DRIVE(PRIVATE R.O.W.)FOUNDERS' LANE(PRIVATE R.O.W.)FOUNDERS' PLACE(PRIVATE R.O.W.)FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) 10' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E.7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 15' TYPE "B" L.B.E. PROJECT BOUNDARY (TYP) 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E.COLLIER COUNTYPUBLIC R.O.W. WIDTHVARIES15' D.E. 20' LAKE MAINTENANCE EASEMENT 40'x40' SIGN EASEMENT 50'x20' SIGN EASEMENT 50'x20' SIGN EASEMENT 20' LAKE MAINTENANCE EASEMENT GROUND SIGN (SEPARATE BUILDING PERMIT REQUIRED) EX. 10' MULTI USE PATH TO REMAIN 10' TYPE "D" L.B.E. (3) 12' LEFT TURN LANES (2) 12' RIGHT TURN LANES (1) 12' THROUGH LANE EX. 12' LEFT TURN LANE 20' TYPE "D" L.B.E. DIRECTORY SIGN (REQUIRES SEPARATE BUILDING PERMIT) (TYP) 10' SETBACK REQUIRED 10.1' PROVIDED 10' SETBACK REQUIRED 12' PROVIDED 96' PRIVATER.O.W.10' TYPE "D" L.B.E. LITTORAL PLANTING (NOT COUNTY REQUIRED) AND RIP RAP STABILIZATION ON CONVEYANCE SLOPES (REF. CROSS SECTIONS) LITTORAL PLANTING (NOT COUNTY REQUIRED) AND RIP RAP STABILIZATION ON CONVEYANCE SLOPES (REF. CROSS SECTIONS) LITTORAL SIGN (TYP) 15' D.E. 15' TYPE "B" L.B.E. 10' TYPE "D" L.B.E. COUNTY R.O.W. DEDICATION (1.34 AC) 10' TYPE "D" L.B.E. DIRECTORY SIGN (SEPARATE BUILDING PERMIT REQUIRED) 10' SETBACK REQUIRED 10.1' PROVIDED 10' SETBACK REQUIRED 42.75' PROVIDED 10' TYPE "D" L.B.E. 10' SETBACK REQUIRED 10.27' PROVIDED 10' SETBACK REQUIRED 10.1' PROVIDED (3) 11' LEFT TURN LANES (3) 11' THROUGH LANES 11' RIGHT TURN LANE 10' SETBACK REQUIRED 10' PROVIDED 10' SETBACK REQUIRED 12' PROVIDED DIRECTORY SIGN (REQUIRES SEPARATE BUILDING PERMIT) TOSCANA WAY (PRIVATE R.O.W.) CORTANA WAY (PRIVATE R.O.W.) VOLTERRA C T (PRIVATE R . O . W . ) TUSCANY COVE DR (PRIVATE R.O.W.) PEBBLEBROOKE LAKES (SINGLE FAMILY RESIDENTIAL) (PUD) 15' D.E. 15' D.E. 10' TYPE "A" L.B.E. 15' D.E.15' D.E. 15' D.E. 15' D.E. 15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E.15' C.U.E. 15' D.E. 15' C.U.E. 15' C.U.E. 15' D.E. 15' C.U.E.15' C.U.E.15' C.U.E.15' D.E. 15' C.U.E.15' C.U.E. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:27:13 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 9:59:17 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-102LP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC 26000632 FOUNDERS' SQUARE ZONING DATA SHEET AND TABLES BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-102LP C-102 04 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). EX. TRAFFIC SEPARATOR EX. TYPE "F" CURB 9.A.1.e Packet Pg. 168 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 200'12.0013.1211.0614.2715.5415.2814.3714.1014.9313.3412.8114.7214.0912.2414.5612.946.7212.1011.7712.6111.837.5011.8812.386.8812.8412.1412.1512.6412.3213.4713.8213.2613.0012.9612.6612.3811.9412.4216.0214.2316.0613.7713.4720.6219.2620.6340.9441.0416.3116.6715.5314.7314.9414.0611.8112.2113.4013.3513.0312.7813.0313.5113.4313.5617.1613.1413.2013.4913.1313.4621.0814.6415.4716.4815.7315.7015.1415.5515.1014.735.9414.4714.6014.4614.1714.526.1614.7914.5214.406.0511.745.7914.6014.6214.576.0714.8114.6414.646.1014.6414.4014.446.1314.7014.5314.436.3514.4614.4614.3614.7214.1415.7316.0316.1716.0715.7815.6315.5315.2215.5915.5615.9115.5215.7315.5315.4315.6815.8016.1616.2316.2016.0115.3115.8115.8615.6215.4615.7816.0016.5216.6216.6617.2017.1117.0317.0716.6117.1317.1516.6417.0416.8316.9116.9717.1517.1617.1617.0816.9316.9016.7716.6815.1015.3416.2115.8414.545.7615.8915.4416.3615.8416.365.826.0016.3015.6416.1513.7415.4614.0516.0115.346.096.096.075.805.7116.0314.2516.0616.3415.9513.9816.6216.6213.5016.7316.1516.1613.5116.4016.0416.2215.5416.1013.9215.2816.7416.6316.0215.8116.4216.0116.2616.2916.3516.3416.5616.3416.1715.9816.3316.8116.3514.8014.8215.1415.2915.8215.1815.5115.3214.9815.5815.4516.1814.9615.3515.8915.9524"FM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 24"FM24"FM24"FM XFM 24"FM24"FM16"FM16"FM 18"FM18"FM16"FM 18"FM XFM 24"FM 24"FM 24"FM 24"FM 24"FM 24"FM24"FM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 24"FM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM X FM X FM X FM XFM XFM X FM X FM X FM XFM XFM XFM X FM XFM XFM AA XFM XFM XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW BTV XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM BTVBTV BTV XRCW XRCW XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XRCW XRCW XRCW XRCW XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM X X LITTORAL PLANTING SHELF (22,481 SF) LITTORAL SHELF PLANTING AREA SIGN (TYP) LITTORAL PLANTING SHELF ON CONVEYANCE SLOPE (NOT COUNTY REQUIRED) LITTORAL PLANTING SHELF ON CONVEYANCE SLOPE (NOT COUNTY REQUIRED)COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) 951 CANAL NORTHCOCOHATCHEE CANAL THE SHOPPES OF PEBBLEBROOKE (COMMERCIAL) (PUD) 170' PUBLIC/COLLIER COUNTY R.O.W. 100' 951 CANAL R.O.W.COLLIER COUNTY/ PUBLIC R.O.W.WIDTH VARIESPROJECT BOUNDARY (TYP) PROJECT BOUNDARY (TYP) HERITAGE BAY (COMMERCIAL) (PUD) LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.) REVISIONS: No:Revision:Date: 00 50'100'200'400'600' Bar Scale: 1" = 200' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 11:18:25 AM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 9:59:44 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-103GP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE EXCAVATION, FILLING, AND STOCKPILE PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 200' N.T.S. P-BCHD-002-004 P-BCHD-002-004-103GP C-103 05 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). TYPICAL LAKE SECTION W/ LITTORAL SHELF PLANTING AREA (LSPA) N.T.S.4' (MAX.)N.T.S. NOTES: 1.THE BOUNDARY OF THE LSPA SHALL BE POSTED WITH APPROPRIATE SIGNAGE DENOTING THE AREA AS A LSPA. SIGN(S) SHOULD NOTE THAT THE POSTED AREA IS A LITTORAL SHELF PLANTING AREA THAT PROVIDES ECOLOGICAL BENEFITS TO THE AREA AND CONTAINS SPECIFIC INSTRUCTIONS TO ENSURE THAT THE PLANTED AREA WILL NOT BE SUBJECTED TO TYPICAL LANDSCAPE MAINTENANCE PRACTICES (I.E.) MOWING OR CHEMICAL TREATMENT EXCEPT AS ALLOWED IN OPERATIONAL REQUIREMENTS. 2.SIGNS SHALL BE PLACED OUTSIDE THE MAINTENANCE EASEMENT NEAR EDGE OF WATER (CONTROL). 3.A MINIMUM OF TWO SIGNS SHALL BE PROVIDED TO MARK THE EXTENT OF THE LSPA. 4.MAXIMUM SIGN SPACING SHALL BE 150 FEET. 5.SIGN SHALL COMPLY WITH COLLIER COUNTY LAND DEVELOPMENT CODE SECTION 5.06.03 PER COLLIER COUNTY LDC SECTION 3.05.10, THE PURPOSE AND INTENT OF A LITTORAL SHELF PLANTING AREA (LSPA) IS TO ESTABLISH A PLANTED AREA WITHIN AN EXCAVATED LAKE THAT WILL SUPPORT WETLAND PLANTS, IMPROVES WATER QUALITY WITHIN THE LAKE AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND OTHER WATERFOWL. CONTAINED WITHIN AN EXCAVATED LAKE, THIS AREA WILL TYPICALLY FUNCTION AS A FRESHWATER MARSH. ACCORDINGLY, THE FOLLOWING REQUIREMENTS HAVE BEEN ESTABLISHED IN ORDER FOR THE LSPA TO BE DESIGNED AND MAINTAINED TO ACCOMPLISH THIS STATED PURPOSE AND FUNCTION. AREA REQUIREMENTS. THE TOTAL AREA OF THE LSPA SHALL BE CALCULATED AS A PERCENTAGE OF THE TOTAL AREA OF THE LAKE AT CONTROL ELEVATION. AREA REQUIREMENTS VARY WITHIN THE COUNTY AND ARE AS FOLLOWS: RURAL FRINGE MIXED USE DISTRICT - 30 PERCENT ALL OTHER AREAS - 7 PERCENT LOCATION CRITERIA. UNLESS OTHERWISE ALLOWED FOR, THE LSPA SHALL BE CONCENTRATED IN ONE LOCATION OF THE LAKE(S), PREFERABLY ADJACENT TO A PRESERVE AREA, IN ORDER TO MAXIMIZE ITS HABITAT VALUE AND MINIMIZE MAINTENANCE EFFORTS. MULTIPLE LOCATIONS FOR MEETING THE LSPA AREA REQUIREMENT WITHIN A SINGLE LAKE SHALL BE ALLOWED AS LONG AS A SINGLE LSPA IS NO SMALLER THAN 1,000 SQUARE FEET. WHENEVER POSSIBLE, THE LSPA SHOULD BE LOCATED AWAY FROM RESIDENTIAL LOTS IN ORDER TO AVOID MAINTENANCE AND AESTHETIC CONFLICTS WITH RESIDENTIAL USERS, AND THE LSPA SHOULD BE LOCATED ADJACENT TO CONTROL STRUCTURES OR PIPE OUTLETS OR INLETS IN ORDER TO MAXIMIZE WATER QUALITY BENEFITS. HOWEVER, THE LSPA SHALL BE LOCATED NO CLOSER THAN 20 FEET FROM ANY DISCHARGE STRUCTURE OR PIPE INTAKE SO AS TO NOT IMPEDE FLOW. IF THE LSPA IS LOCATED AROUND A DISCHARGE STRUCTURE, THE 20-FOOT SETBACK SHALL EXTEND WATERWARD OF THE DISCHARGE STRUCTURE TO A POINT IN THE CENTER OF THE LAKE. FOR INTERCONNECTED LAKE SYSTEMS, THE TOTAL REQUIRED AREA OF THE LSPA FOR ALL LAKES MAY BE CONFIGURED WITHIN A SINGLE LAKE AND AT ONE LOCATION. SHELF ELEVATION. THE DESIGN ELEVATION(S) OF THE LSPA SHALL BE DETERMINED BASED ON THE ABILITY OF THE LSPA TO FUNCTION AS A MARSH COMMUNITY AND ON THE ABILITY OF SELECTED PLANTS TO TOLERATE THE EXPECTED RANGE OF WATER LEVEL FLUCTUATIONS. GENERALLY, MARSH COMMUNITIES IN THIS AREA HAVE A HYDROPERIOD OF BETWEEN 6 AND 10 MONTHS. WET SEASONAL WATER LEVELS RANGE FROM 12 TO 24 INCHES ABOVE GROUND ELEVATION. DRY SEASONAL WATER LEVELS ARE 60 INCHES BELOW GROUND ELEVATION FOR AN AVERAGE YEAR AND 72 INCHES BELOW GROUND ELEVATION FOR A 1 IN 10 YEAR DROUGHT. THE DESIGN OF THE SHELF MAY DEVIATE FROM THOSE REFERENCE VALUES IF SITE-SPECIFIC DATA AND INFORMATION IS PRESENTED THAT SUPPORTS THE PROPOSED ELEVATIONS. SHELF CONFIGURATION. THE LSPA SHALL BE DESIGNED SO THAT THE SLOPE OF THE SHELF IS AS FLAT AS POSSIBLE. AN UNDULATING BOTTOM ALLOWING FOR SHALLOW POOLING DURING THE DRY SEASON IS ENCOURAGED. SHELVES MAY BE TERRACED TO PROVIDE FOR VARYING ELEVATIONS FOR DIFFERENT PLANT SPECIES. THE AREA REQUIREMENT SPECIFIED PREVIOUSLY SHALL ONLY BE SATISFIED BY THOSE AREAS PLANTED ON A SHELF THAT HAS AN AVERAGE SLOPE OF 8:1 OR FLATTER. SHELVES HAVING UNDULATING BOTTOMS AND TERRACED CONFIGURATIONS SHALL BE DEEMED TO MEET THE SLOPE REQUIREMENTS IF THE AVERAGE SLOPE ACROSS THE SHELF IS 8:1 OR FLATTER. PLANT SELECTION AND SPECIFICATIONS. PLANTS SHALL BE SELECTED BASED ON THE EXPECTED FLOODING DURATIONS, MAXIMUM WATER DEPTHS, AND EXPECTED SALINITY CONCENTRATIONS FOR WHICH THE SELECTED PLANTS CAN SURVIVE. THE LSPA SHALL BE INITIALLY PLANTED WITH AT LEAST THREE DIFFERENT SPECIES OF NATIVE, NURSERY GROWN OR OTHERWISE LEGALLY OBTAINED VEGETATION. NO SPECIES SHALL CONSTITUTE MORE THAN 50 PERCENT OF COVERAGE, AND AT LEAST ONE SPECIES SHALL BE HERBACEOUS. SPACING SHALL BE NO MORE THAN: 20 FEET FOR TREES; 5 FEET FOR SHRUBS; AND 36 INCHES ON CENTER FOR HERBACEOUS PLANTS. AT THE TIME OF PLANTING, MINIMUM SIZE SHALL BE: 3 GALLON (MINIMUM 4 FEET HIGH) FOR TREES; 1 GALLON FOR SHRUBS AND 12 INCHES FOR HERBACEOUS PLANTS. CLUSTERING OF PLANTS SHALL BE ALLOWED TO PROVIDE FOR SCATTERED OPEN AREAS AS LONG AS THE OPEN AREAS DO NOT CONSTITUTE MORE THAN 20 PERCENT OF THE REQUIRED SHELF AREA AND THE ELEVATIONS OF THE OPEN AREAS AREA AT LEAST A FOOT DEEPER THAN THE SURROUNDING PLANTED AREA. OPERATIONAL REQUIREMENTS: EIGHTY PERCENT VEGETATIVE COVERAGE OF THE LSPA IS REQUIRED WITHIN A TWO-YEAR PERIOD FOLLOWING THE INITIAL PLANTING AND SHALL BE MAINTAINED IN PERPETUITY. NATIVE PLANTS THAT RECRUIT WITH THE LSPA WILL BE COUNTED TOWARDS THIS COVERAGE REQUIREMENT EXCEPT AS REQUIRED PER SECTION 3.05.10B.2 THE LSPA MUST BE KEPT FREE OF REFUSE AND DEBRIS. PROHIBITED EXOTICS AND NUISANCE SPECIES SHALL BE REMOVED AS THEY OCCUR, MANUALLY OR THEY MAY BE SPOT-TREATED WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES. PROHIBITED EXOTICS ARE THOSE SPECIES AS LISTED IN SECTION 3.05.08 OF THE LDC. FOR THE PURPOSE OF THIS SECTION, NUISANCE SPECIES INCLUDE THOSE SPECIES LISTED AS CLASS I AND CLASS II PROHIBITED AQUATIC PLANTS SPECIFIED IN CHAPTER 62C-52.011, FLORIDA ADMINISTRATIVE CODE. CATTAILS SHALL BE REMOVED MANUALLY OR WITH U.S. ENVIRONMENTAL PROTECTION AGENCY APPROVED HERBICIDES WHEN THEY EXCEED TEN PERCENT COVERAGE OF THE REQUIRED LSPA AREA.20' (MAX)12' (MIN)1 2 7' SEED AND MULCH 20' MAINTENANCE EASEMENT 13' 8 1 TOP OF BANK ELEV = VARIES± NOTE: TOP OF BANK LOCATION AND ELEVATION WILL VARY DEPENDING ON EXISTING GROUND ELEVATION AVERAGE EXISTING GROUND ELEV. = 12.2± FT-NAVD BOTTOM OF LAKE ELEV. = (-) 8.53± FT-NAVD (MAX) WIDTH VARIES IF ROCK, HOMOGENOUS TO THE BOTTOM OF THE EXCAVATION, IS ENCOUNTERED AT ANY ELEVATION ABOVE THE BREAKPOINT, THEN THE REMAINING SLOPE BELOW THE BREAKPOINT SHALL BE NO STEEPER THAN 0.5 TO ONE. IF SAID HOMOGENOUS ROCK IS ENCOUNTERED BELOW THE BREAKPOINT, THEN THE SLOPE BELOW THE BREAKPOINT SHALL BE NO STEEPER THAN TWO TO ONE TO THE ROCK ELEVATION, AND NO STEEPER THAN 0.5 TO ONE FROM THE ROCK ELEVATION TO TEN FEET BELOW THE CONTROL ELEVATION. 4 1 8:1 MIN SHELF SHALL BE CONSTRUCTED FOR DESIGNATED LITTORAL PLANTING AREA (SEE PLAN FOR LOCATIONS) NOTE: PER COLLIER COUNTY LDC, SECTION 3.05.10, ALL LITTORAL ZONES MUST HAVE A MINIMUM 20' SEPARATION FROM ANY DRAINAGE STRUCTURE "DESIGNATED LITTORAL SHELF PLANTING AREA. THIS WETLAND PLANTING SERVES TO IMPROVE LAKE WATER QUALITY AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND WATERFOWL. THE PLANTING AREA IS NOT TO BE DISTURBED AND IS NOT TO BE SUBJECTED TO HERBICIDAL TREATMENTS OR OTHER ACTIVITIES THAT WILL NEGATIVELY IMPACT THE VEGETATION." 2 SF MAXIMUM SIGN AREA (REF. NOTE 1 FOR INFORMATION TO BE INCLUDED ON SIGN) FINISHED GRADE LITTORAL SHELF PLANTING AREA SIGN DETAIL CONTROL ELEV. = 11.47 LOW WATER ELEV. = 5.47 BREAK POINT ELEV. = 1.474'±6'±SUGGESTED WETLAND SPECIES PLANTING LIST* FLOODING DURATION (MONTHS) ** MAXIMUM WATER DEPTH (FEET) ** SCIENTIFIC NAME COMMON NAME PLANTING ZONE (D)Button Bush Cephalanthus occidentalis Shallow Red Maple Acer rubrum Florida Gamagrass Tripsacum floridanum (C) Rushes Juncus spp. Mid Blue Flag Iris virginica Canna Lilies Canna spp. Pond Apple Annona glabra Cypresses Taxodium spp. (B)Pickerelweeds Pontederia spp. Mid-Deep Sawgrass Cladium jamaicense Spikerushes Eleocharis spp. Arrowheads Sagittaria spp. Jointed Flat Sedge Cyperus articulatus Cypresses Taxodium spp. (A)Cypresses Taxodium spp. Deep Giant Bullrush Schoenoplectus spp. 0' - 1' 1' - 2' 2' - 3' > 3' 0 - 2 1 - 3 3 - 6 6 - 9 * PLANTED SPECIES MAY DEVIATE FROM THOSE LISTED DEPENDING UPON SITE CONDITIONS AND AVAILABILITY OF STOCK. ** WATER DEPTH AND DURATION PER COLLIER COUNTY LSPA DESIGN GUIDELINES. Swamp Lily Crinum americanum Pop Ash Fravinus caroliniana Cordgrass Spartina spp. Giant Bullrush Schoenoplectus spp. Cordgrass Spartina spp. Muhly Grass Muhlenbergia capillaris ESTIMATED PLANTING ELEVATIONS PLANTING ZONE ELEVATION A 3.0' OR GREATER BELOW CONTROL ELEVATION B 2' TO 3' BELOW CONTROL ELEVATION C 1' TO 2' BELOW CONTROL ELEVATION D 0' TO 1' BELOW CONTROL ELEVATION ESTIMATED DURATION OF INUNDATION FOR FOUNDERS' SQUARE ELEVATION DURATION 3' OR GREATER BELOW CONTROL 6 TO 11 MONTHS 2' - 3' BELOW CONTROL 3 TO 7 MONTHS 1' - 2' BELOW CONTROL 1 TO 4 MONTHS CONTROL TO 1 BELOW CONTROL 0.5 TO 2 MONTHS20'12' (MIN)4'±1 2 7' SEED AND MULCH 20' MAINTENANCE EASEMENT 13' 4 1 N.T.S. TOP OF BANK ELEV = VARIES± NOTE: TOP OF BANK LOCATION AND ELEVATION WILL VARY DEPENDING ON EXISTING GROUND ELEVATION AVERAGE EXISTING GROUND ELEV. = 12.2± FT-NAVD BOTTOM OF LAKE ELEV. = (-) 8.53± FT-NAVD (MAX)6'±CONTROL ELEV. = 11.47 LOW WATER ELEV. = 5.47 BREAK POINT ELEV. = 1.47 TYPICAL LAKE SECTION STOCKPILE DETAIL MATERIALSTOCKPILE2:1 MAX. 1 XX XXXXXXXXXXXXXX EXISTING GROUND ELEVATION ADJACENT FINISHED GRADE FENCE (REF. STOCKPILE NOTES) 1 30' MAX.EXISTING GROUND XXXXXXXXXXXXXXXX FENCE (REF.STOCKPILE NOTES) 2:1 MAX. LITTORAL CALCULATIONS LAKE NO.AREA @ CONTROL ELEV. (SF)LITTORAL PLANTINGS REQUIRED (SF) (7% X AREA) PROPOSED LITTORAL PLANTINGS PROVIDED (SF) 1 38,780 2,715 0 2 41,510 2,906 0 3 236,814 16,577 22,481 TOTAL 317,104 22,197 22,481 LAKE SUMMARY DESCRIPTION LAKE #1 LAKE #2 LAKE #3 CONTROL ELEVATION (FT-NAVD)11.47 11.47 11.47 MIN. LAKE BOTTOM ELEVATION (FT-NAVD)-0.53 -0.53 -0.53 MAX LAKE BOTTOM ELEVATION (FT-NAVD)-8.53 -8.53 -8.53 MIN. EXCAVATION(1) VOLUME (CY)8,838 9,541 86,235 MAX. EXCAVATION (1) VOLUME (CY)9,362 10,355 129,611 SURFACE AREA AT CONTROL (AC)0.9 1.0 5.4 PERIMETER AT CONTROL (LF)896 945 1,906 1.BASED ON A MINIMUM EXCAVATION DEPTH OF 12' BELOW CONTROL ELEVATION, EXCAVATION MAY GO TO MAX DEPTH OF 20' BELOW CONTROL ELEVATION. STOCKPILE NOTES: 1.STOCKPILE MAXIMUM SIDE SLOPE: 2:1 2.STOCKPILE MAXIMUM HEIGHT: 30 FEET 3.FILL STORAGE IN EXCESS OF 6' IN HEIGHT SHALL BE LOCATED NO CLOSER THAN 100' FROM ANY EXISTING RESIDENTIAL UNIT OR RESIDENTIAL UNIT UNDER CONSTRUCTION. 4.SOIL EROSION CONTROL SHALL BE PROVIDED IN ACCORDANCE WITH DIVISION 3.7 OF THE LAND DEVELOPMENT CODE 5.STOCKPILES WITH SIDE SLOPES STEEPER THAN 4:1 SHALL BE FENCED WITH CHILDPROOF FENCING. BMP NOTES: CONTRACTOR SHALL EMPLOY METHODS IN ACCORDANCE WITH "BEST MANAGEMENT PRACTICES" TO PREVENT EROSION OF STOCKPILES. a.STOCKPILE IN PLACE FOR A PERIOD EXCEEDING SIX MONTHS (LONG TERM STOCKPILE) SHALL BE SODDED OR HYDROSEEDED AND EROSION CONTROL DEVICES INSTALLED. b.STOCKPILE AREA MAY BE CLEARED AND FILLED UPON ERP MOD AND EXCAVATION PERMIT/EWA APPROVAL. ANY ADDITIONAL CLEARED ARES SHALL BE IMMEDIATELY SEEDED IN ORDER TO PREVENT EROSION AND EXOTIC SEED INFESTATION. c.FENCING (PLASTIC BARRICADING, OR EQUIVALENT) AROUND THE ENTIRE PERIMETER OF STOCKPILE AREA IF EITHER OF THE FOLLOWING APPLY: ·STOCKPILE SIDE SLOPES ARE STEEPER THAN 4:1 ·STOCKPILE HEIGHT (AS MEASURED FROM AVG. EXISTING GROUND ELEVATION ADJACENT FINISHED GRADE) IS GREATER THAN 6FT. ·FENCING SHALL BE PLASTIC BARRICADING OR SIMILAR. TABLES LITTORAL SHELF PLANTING NOTES 9.A.1.e Packet Pg. 169 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM 15.9411.2411.4611.9811.5611.5211.2611.4511.5811.9811.4911.5111.4912.0711.9212.9713.2012.5512.1312.0812.5112.7812.5712.2911.9911.8812.9512.1413.0711.8812.0811.7611.8812.0712.0211.9111.7812.3812.5612.0912.6711.9611.8111.6011.8511.9211.9312.2912.0012.1812.4612.1611.7812.0213.0513.9610.1410.3914.6314.6111.1210.8011.3817.1412.5212.3217.1911.4610.4511.6215.0214.1211.1110.6611.6515.6615.5311.1010.7110.9714.3512.0212.5612.0912.0412.0214.6013.7914.6011.1913.3012.716.5813.8512.7811.5313.857.417.3312.7011.4311.8613.337.166.8813.1911.7913.878.0212.6511.6612.2813.217.276.7714.5311.9012.6415.167.1213.4412.3911.1412.8712.247.226.8514.2813.1712.3213.997.327.3712.6111.3011.0112.387.207.1817.8612.1611.3314.206.677.0012.8711.3711.8712.966.926.7213.8211.3411.8415.096.066.9414.1212.3913.0013.716.716.3314.8912.2511.3914.157.087.1313.3812.1113.1911.7012.5012.0012.9112.4712.2912.748.7612.7912.658.6115.928.4112.4412.4612.108.5815.6416.0215.6715.7615.4215.8615.6416.0115.7714.6813.7712.5011.9011.5314.3811.0614.4716.4710.8814.5714.5512.8210.8115.017.6212.4814.5319.2919.3420.5920.6319.0913.6013.4513.3813.5216.0116.6715.7215.5314.5915.5015.5815.0014.5412.3812.4112.0012.0211.8812.0712.0513.3115.3912.6311.9511.7712.1712.4312.7313.2113.6412.6513.4013.4313.7113.5412.5612.9613.1813.0312.7712.8613.3818.7212.2712.1912.1312.5415.4615.9015.9315.9115.7615.5115.7716.0915.9015.8516.8916.8916.9116.9016.9917.0017.0416.4516.2316.2015.9116.1416.0316.1615.5715.8415.5215.8615.8215.4115.7815.6815.2815.6815.5915.4714.9915.4015.4015.5115.4915.1315.1915.4415.4915.0815.3115.2515.3015.2414.9114.8815.2015.7215.6515.6715.7015.6615.6215.4915.4314.9115.1915.2015.4015.4515.5715.3815.5915.8116.0216.1316.1715.8116.3914.365.966.0014.7014.295.8614.655.9514.756.2014.486.2014.636.6014.336.1314.596.2614.536.6314.5316.1116.1515.7715.8416.1516.0916.0115.9715.6215.8915.8315.4315.7915.7215.3515.5815.2015.5515.7315.6815.5215.5515.5215.4015.1315.4515.3115.1215.3415.2215.5615.6215.5415.6615.6715.5415.8615.9615.6415.9316.0915.7416.0615.8515.8815.5015.8615.8215.7815.3915.7015.6415.6515.6015.6415.1815.5815.2615.4515.4015.0515.4114.9015.3415.5015.1315.5115.6515.3515.7415.8515.9215.5416.0315.7516.1316.1915.6616.0516.0615.9715.5615.9015.4615.7815.6915.6115.5615.2615.6515.3414.8915.3415.5015.7315.3615.9815.7816.1313.3415.9516.2716.4916.4116.0213.7412.6211.6011.5616.6217.3517.2317.3917.3016.8616.7617.2717.3617.3217.2317.3717.2017.3517.3817.2017.4016.8816.8117.3017.1816.6217.1217.2216.7716.6017.0817.0617.1916.6517.1917.0916.6717.1717.0917.2316.7117.0917.1316.7117.1217.0416.5317.0717.1016.9616.9716.9017.0616.5316.8417.0717.0216.8616.4616.7116.9517.1017.0516.9416.4916.6817.0217.0617.1117.0617.1216.8716.9316.9416.9116.8916.5717.1717.2517.2417.3817.3817.2617.2217.4217.3017.4016.9017.2917.2517.2317.3017.3617.4217.4417.0217.2717.5617.2217.2717.3617.4117.3917.4417.4517.4417.4617.4717.0417.0017.4817.4217.4417.4117.5217.4417.5917.6417.7317.6417.3017.7117.8417.8617.7717.3317.7017.7417.7717.7817.3317.7717.7217.5817.6517.2417.6517.5617.4917.3916.8617.5517.6017.5917.5217.0517.5217.3817.2817.3016.7817.2017.2317.0217.0316.4516.9116.9516.8016.6915.4114.8715.3415.4415.5015.7315.7715.6315.9715.8715.8316.1416.1016.4816.5016.4516.5516.1816.4716.4216.1416.5816.6116.2516.9316.5016.4616.3915.9515.7014.466.196.1115.4915.8515.8015.8015.8615.9516.1816.2016.185.776.0916.1215.7416.0714.1816.0816.0615.9015.7916.0213.9615.7415.7215.826.506.125.985.755.535.6714.3515.9315.5915.9816.2316.2514.7216.3716.2916.3716.4416.4613.6216.5216.1916.6016.5216.5613.6216.6616.4416.5316.3916.2815.7716.1514.0216.0715.8915.7515.6515.6214.0816.4917.0117.0216.4617.2317.1216.6217.1017.2816.7317.1917.1417.1316.4617.1917.1417.0317.1716.6517.0517.0316.9016.9016.3116.8316.7616.7416.7816.2116.7016.6616.4916.5916.6016.4716.5216.5216.5116.5016.5316.4616.4415.8616.3016.2316.2016.2816.2716.5216.4116.4416.9416.4016.9916.3216.3917.0116.5016.8916.5017.0116.2616.8216.7516.8516.0716.6216.6016.5616.7516.8716.4416.8716.8816.8216.7816.6716.8516.7816.7316.8216.8416.9216.9716.5017.0216.9516.9517.0216.9916.9216.8816.9116.7816.8216.6116.7116.9916.7216.8216.7617.1417.3616.8716.3617.0317.4717.5316.9216.9617.5117.1217.4616.9016.8817.3616.8416.3416.7817.2717.2216.7316.7016.6417.1216.5016.5016.8916.9717.0016.4416.2416.7816.4816.3516.4016.0116.4616.6216.0816.6116.5416.0116.5616.5116.0516.7216.6416.0516.7816.6716.8616.6816.9016.6616.3516.6416.8616.9516.6716.2016.5717.0316.7016.8017.0816.3116.7017.1816.9117.0617.3216.5416.9417.3517.0817.1917.4716.7217.1217.5417.3517.1917.4816.6816.9317.4217.0817.0117.3016.5016.6717.1416.9316.8817.0816.3716.6016.9716.8016.6716.8716.1716.2616.7216.6116.5716.6816.1316.3016.7616.6416.7116.7716.3616.8116.8416.8216.8216.4216.3316.9316.9216.9516.9916.6016.5917.2117.1816.8617.2016.8115.3715.0614.9314.8714.8014.8415.1114.6314.9815.1615.2515.3715.5114.9315.6115.6615.7415.8715.7815.9715.3215.6815.6915.6415.6115.1515.6015.6015.6215.5115.0115.4415.3415.3214.9115.3815.1614.9215.0114.9014.5715.0515.1614.8715.2815.4015.2315.0715.4815.5415.4415.1915.5515.6515.3915.9115.9415.6715.4215.8715.8415.2915.7815.7115.6715.6515.6815.4215.7515.4316.0415.7414.9915.3714.9416.0215.5515.4315.0314.8715.0214.6915.0115.0814.7615.2115.3615.1515.4515.4815.5015.5415.6615.8815.6015.8915.9116.0215.8415.55SCALE:1" = 100'FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) X X X X LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.)COLLIER BOULEVARD(PUBLIC/COLLIER COUNTY R.O.W.)BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) (SFWMD ERP NO. 11-02081-P) (C.E. = 11.47 NAVD-FT) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) (SFWMD ERP NO. 11-02267-P) (C.E. = 10.77 NAVD-FT) EXISTING (2) 5'x10' BOX CULVERTS 951 CANAL NORTHCOCOHATCHEE CANAL THE SHOPPES OF PEBBLEBROOKE (COMMERCIAL) (PUD) STR #: 5-OFF CONTROL STRUCTURE GRATE ELEV = 14.60 OVERFLOW ELEV = 13.05 BLEED DOWN ELEV = 11.47 INV (W) ELEV = 7.00 (OUT) STR #: FS-27 STR #: FS-18 STR #: FS-11 STR #: FS-15 STR #: FS-16 STR #: FS-17 STR #: FS-2 STR #: FS-10 STR #: FS-25 STR #: FS-28 STR #: FS-29 STR #: FS-22 STR #: FS-34 JUNCTION BOX - ROUND RIM ELEV = 16.10 INV (S) ELEV = 10.59 (OUT) STR #: FS-35STR #: FS-32 STR #: FS-31 STR #: FS-5 STR #: FS-8 STR #: FS-1 STR #: FS-20 STR #: FS-19 STR #: FS-3 STR #: FS-6 STR #: FS-7 STR #: FS-42 STR #: FS-41 STR #: FS-13 STR #: FS-12 STR #: FS-14 STR #: FS-33 STR #: FS-36 STR #: FS-24 STR #: FS-26 STR #: FS-4 STR #: FS-23 STR #: FS-30 STR #: FS-9 STR #: FS-40 STR #: FS-44 FLARED END INV (E) ELEV = 7.00 STR #: FS-43 FLARED END INV (N) ELEV = 2.15 STR #: FS-21 FLARED END INV (N) ELEV = 4.50 15" RCP 42" RCP 42" RCP 18" RCP 18" RCP 36" RCP 30" RCP 30" RCP 54" RCP 18" RCP 24" RCP 48" RCP 24" RCP 30" RCP 30" RCP 42" RCP 42" RCP 54" RCP 54" RCP 60" RCP 60" RCP 60" RCP 60" RCP 60" RCP60" RCP15" RCP 15" RCP 15" RCP 15" RCP 36" RCP 36" RCP 36" RCP 48" RCP 30" RCP 30" RCP36" RCP 36" RCP 15' TYPE "B" LANDSCAPE BUFFER 15' TYPE "B" LANDSCAPE BUFFER 20' TYPE "D" LANDSCAPE BUFFER 20' TYPE "D" LANDSCAPE BUFFER 20' TYPE "D" LANDSCAPE BUFFER 20' TYPE "D" LANDSCAPE BUFFER 10' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E.7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 15' TYPE "B" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 7.5' TYPE "A" L.B.E. 170' PUBLIC/COLLIER COUNTY R.O.W. 100' 951 CANAL R.O.W.COLLIER COUNTY /PUBLIC R.O.W. WIDTHVARIESPROJECT BOUNDARY (TYP) FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.)FOUNDERS' LANE(PRIVATE R.O.W.)FOUNDERS' PLACE(PRIVATE R.O.W.)FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) 15' D.E. STR #: FS-37 FLARED END INV (SW) ELEV = 2.60 STR #: FS-39 GRATE INLET W/ SIDE INLETS GRATE ELEV = 11.50 SIDE INLET (NW) ELEV = 10.00 SIDE INLET (NW) ELEV = 10.00 SIDE INLET (SE) ELEV = 10.00 INV (NE) ELEV = 2.60 (IN) STR #: FS-38 JUNCTION BOX - ROUND RIM ELEV = 14.60 INV (NE) ELEV = 2.60 (IN) INV (SW) ELEV = 2.60 (OUT) 85 LF 42" RCP @ 0.00% 65 LF 42" RCP @ 0.00% PROJECT BOUNDARY (TYP) USE EXISTING FARM DITCH AS TEMPORARY CONVEYANCE SWALE TO LAKE #3 (REF. CROSS SECTION) 16.06 15.04 16.20 15.04 15.78 15.04 15.0415.04HERITAGE BAY (COMMERCIAL) (PUD) COUNTY R.O.W. DEDICATION (1.3 AC) 10' TYPE "D" L.B.E. 10' TYPE "D" L.B.E. 15' TYPE "B" L.B.E. 15.50 TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB10' TYPE "B" L.B.E.15.6610' TYPE "D" L.B.E. TYPE "F" CURB AND GUTTER (TYP) 10' TYPE "B" L.B.E. 16.16 TYPE "F" CURB 10' TYPE "B" L.B.E. 16.31 16.63 16.31 16.53 20' TYPE "D" L.B.E. PEBBLEBROOKE LAKES (SINGLE FAMILY RESIDENTIAL) (PUD) 10' TYPE "A" L.B.E. 15' TYPE "B" L.B.E. DIRECTORY SIGN 10' SETBACK REQUIRED 10' PROVIDED 10' SETBACK REQUIRED 12' PROVIDEDDIRECTORY SIGN 10' SETBACK REQUIRED 10.1' PROVIDED 10' SETBACK REQUIRED 42.75' PROVIDED 10' SETBACK REQUIRED 10.1' PROVIDED 10' SETBACK REQUIRED 10.1' PROVIDED GROUND SIGN 10' SETBACK REQUIRED 10.1' PROVIDED 10' SETBACK REQUIRED 12' PROVIDED 42" RCP 15' D.E. 15' D.E. 15' D.E. 15' D.E.15' D.E. 15' D.E.15' D.E. 15' D.E. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 1,041± SY RIP-RAP WITH FILTER FABRIC UNDERLAYMENT FOR EROSION CONTROL 364± SY RIP-RAP WITH FILTER FABRIC UNDERLAYMENT FOR EROSION CONTROL SCALE:1" = 400'DA-1 C.E. = 11.47 DA-1 C.E. = 11.47 DA-2 C.E. = 11.47 DA-3 C.E. = 11.47 DA-4 C.E. = 11.47 DA-5 C.E. = 11.47 BASIN BOUNDARY (TYP) IMMOKALEE ROAD (PUBLIC/COLLIER COUNTY R.O.W.)COLLIER BOULEVARD(PUBLIC/COLLIER COUNTY R.O.W.)BENT CREEKTUSCANY COVE XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 16"FM16"FM 18"FM18"FM XFM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM SCALE:1" = 400'REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:30:00 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:00:30 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-111GP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE MASTER PAVING AND DRAINAGE PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-111GP C-111 06 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). TABLES WATER MANAGEMENT SUMMARY WATER MANAGEMENT PARAMETER DRAINAGE AREAS DA-1 DA-2 DA-3 DA-4 DA-5 CONTROL ELEVATION (FT-NAVD)11.47 11.47 11.47 11.47 11.47 5-YEAR, 1-DAY RAINFALL (INCHES)5.5 5.5 5.5 5.5 5.5 25-YEAR, 3-DAY RAINFALL (INCHES)11.0 11.0 11.0 11.0 11.0 100-YEAR, 3-DAY RAINFALL (INCHES)14.0 14.0 14.0 14.0 14.0 PEAK 5-YEAR, 1-DAY STORM STAGE (FT-NAVD)13.9 13.7 13.7 13.5 13.5 PEAK 25-YEAR, 3-DAY STORM STAGE (FT-NAVD)14.6 14.6 14.6 14.6 14.6 PEAK 100-YEAR, 3-DAY ZERO DISCHARGE STORM STAGE (FT-NAVD)16.0 16.0 16.0 16.0 16.0 FEMA FLOOD ELEVATION (FT-NAVD)14.5 14.5 14.5 14.5 14.5 MINIMUM REQUIRED ROAD ELEVATION (FT-NAVD)14.6 14.6 14.6 14.6 14.6 MINIMUM REQUIRED FINISHED FLOOR ELEVATION (FT-NAVD)16.0 16.0 16.0 16.0 16.0 MINIMUM PERIMETER BERM ELEVATION 25-YEAR, 3-DAY PEAK STAGE (FT-NAVD)14.6 14.6 14.6 14.6 14.6 SITE AREA SUMMARY LOCATION CATEGORY SQUARE FOOTAGE ACREAGE PERCENTAGE OF TOTAL IMPERVIOUS SIDEWALK / PATHS 30,059 0.69 1.3% PAVEMENTS / CURB 100,199 2.30 4.2% LAKE 347,179 7.97 14.7% IMPERVIOUS (SUB-TOTAL) 477,437 10.96 20.2% PERVIOUS OPEN SPACE 1,888,828 43.36 79.8% PERVIOUS (SUB-TOTAL) 1,888,828 43.36 79.8% TOTAL 2,366,265 54.32 100.0% BASIN MAP REF. GRADING DETAIL FOR CONVEYANCE GRADING AT STRUCTURE FEMA DESIGNATION ZONES MAP 9.A.1.e Packet Pg. 170 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 24"FM24"FM24"FM24"FM16"FM16"FM 18"FM18"FM XFM 16"FM 18"FM XFM XFM XFM XFM 24"FM24"FM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM X FM X FM XFM XFM XFM X FM X FM X FM XFM XFM XFM X FM X FM XFM XFM XFM X FM X FM X FM XFM X F M XFM XFM XFM AA XFM XFM XFM XFM XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW X R CW XRCW XRCW XRCW XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM SCALE:1" = 100'FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC)TTT T T TT T FD AA T X X X X LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.) AA TTTTAA TCOLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)CVS PHARMACY BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) EXISTING (2) 5'x10' BOX CULVERTS EX. BRIDGE (PART OF COLLIER COUNTY INTERSECTION IMPROVEMENTS) 951 CANAL NORTHCOCOHATCHEE CANAL THE SHOPPES OF PEBBLEBROOKE (COMMERCIAL) (PUD) 12" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF 8" TEMPORARY BLOW-OFF FIRE HYDRANT ASSEMBLY WITH TBSP FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY WITH TBSP FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY WITH TBSP (2) 12" GATE VALVE (1) 8" GATE VALVE (2) 12" GATE VALVE (2) 12" GATE VALVE (2) 10" GATE VALVE (2) 10" GATE VALVE (2) 10" GATE VALVE 12" PVC WATER MAIN 8" PVC WATER MAIN 12" PVC WATER MAIN 8" PVC WATER MAIN 8" PVC WATER MAIN 10" PVC WATER MAIN 12" PVC WATER MAIN HOT TAP EXISTING 24" WATER MAIN WITH TAPPING SLEEVE. INSTALL TEMPORARY BACTERIA SAMPLE POINT AND CONNECT UTILIZING TEMPORARY BACKFLOW PREVENTER OR GAP CONFIGURATION AT THE DISCRETION OF THE GREATER NAPLES FIRE RESCUE DISTRICT 12" HDPE WATER MAIN DIRECTIONAL DRILL TBSP WATER MAIN ARV 8" FORCE MAIN 8" PLUG VALVE HOT TAP EXISTING 16" FORCE MAIN (REF. PLAN AND PROFILE FOR DETAILS) EXISTING FIRE HYDRANT (USED FOR FLOW) EX. 8" FORCE MAIN 12" PVC WATER MAIN (2) 12" GATE VALVE (2) 12" GATE VALVE FIRE HYDRANT ASSEMBLY WITH TBSP (3) 12" GATE VALVE FIRE HYDRANT ASSEMBLY (TYP) AUTOMATIC FLUSHING DEVICE 8" TEMPORARY BLOW-OFF 8" PVC WATER MAIN 8"x6" REDUCER FIRE HYDRANT ASSEMBLY WITH TBSP 8"x6" REDUCER 18' C.U.E. 18' C.U.E. 18' C.U.E.18' C.U.E.18' C.U.E. 18' C.U.E.18' C.U.E. 18' C.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. 10' P.U.E. PUMP STATION FENCE SSMH #: 18 SSMH #: 2SSMH #: 6SSMH #: 8 SSMH #: 12 SSMH #: 4 SSMH #: 9 SSMH #: PUMP STATION SSMH #: 15 SSMH #: 17 SSMH #: 14 SSMH #: 1SSMH #: 3 SSMH #: 5 SSMH #: 7 SSMH #: 10 SSMH #: 16 SSMH #: 13 SSMH #: 11 8" PVC SANITARY SEWER8" PVC SANITARY SEWER 8" PVC SANITARY SEWER8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 10" PVC SANITARY SEWER 10" PVC SANITARY SEWER 10" PVC SANITARY SEWER 12" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER 8" PVC SANITARY SEWER FOUNDERS' LANE(PRIVATE R.O.W.)FOUNDERS' PLACE(PRIVATE R.O.W.)FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) 170' PUBLIC/COLLIER COUNTY R.O.W. 100' 951 CANAL R.O.W.COLLIER COUNTY /PUBLIC R.O.W. WIDTHVARIESPROJECT BOUNDARY (TYP) 8" GATE VALVE AND 12"x8" CROSS PROJECT BOUNDARY (TYP) 8" PVC WATER MAIN 8" PVC WATER MAIN EXISTING FIRE HYDRANT (USED FOR RESIDUAL MEASUREMENT) (2) 12" GATE VALVES AND (1) 8" GATE VALVE 12" PVC WATER MAIN FORCE MAIN ARV 8" GATE VALVE 50'x50' C.U.E. 8" GATE VALVE 12"x10" REDUCER 8" GATE VALVE COLLIER COUNTY R.O.W. DEDICATION HERITAGE BAY (COMMERCIAL) (PUD) TOSCANA WAY CORTANA WAY 15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E.15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E. 15' C.U.E. FORCE MAIN ARV 8" TEMPORARY BLOW-OFF PBSP 8" D.I.P FORCE MAIN AT BRIDGE CROSSING WATER MAIN ARV 12"x8" REDUCER AND 8" GATE VALVE IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 16" RECLAIMED WATER MAIN REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 2:32:54 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:00:55 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-112UP.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE MASTER UTILITY PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-112UP C-112 07 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). WATER MAIN TABLE SIZE (IN)LENGTH (LF) TOTALC900 DR18 C900 DR14 HDPE 8 136 483 0 619 LF 10 0 778 0 778 LF 12 352 1,450 222 2,024 LF TOTAL 3,421 LF TABLES FIRE HYDRANT FLOW TEST SANITARY SEWER MAIN SUMMARY TABLE SIZE (IN)LENGTH (LF)MANHOLES 8 1,879 LF 1810342 LF 12 59 LF TOTAL 2,280 LF 18 FORCE MAIN TABLE SIZE (IN) LENGTH (LF) TOTAL C900 DR18 C900 DR14 D.I.P 8 575 64 77 716 LF TOTAL 716 LF 9.A.1.e Packet Pg. 171 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 100'FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) X X X X LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.)COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)CVS PHARMACY BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) EX. BRIDGE (PART OF COLLIER COUNTY INTERSECTION IMPROVEMENTS) 951 CANAL NORTHCOCOHATCHEE CANAL THE SHOPPES OF PEBBLEBROOKE FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP)50' R.O.W.24'100' R.O.W. 24' 14'50' R.O.W.24'50' R.O.W. 20' 50' R.O.W. 24'12'22'22'33'R3 5 ' R25' R35' R35' R35'R35' TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) FIRE HYDRANT ASSEMBLY (TYP) PROJECT BOUNDARY (TYP) PROJECT BOUNDARY (TYP) R30' R40' R50' R 5 0 ' R50' 170' PUBLIC/COLLIER COUNTY R.O.W. 100' 951 CANAL R.O.W.FOUNDERS' SQUARE DRIVE(PRIVATE R.O.W.)FOUNDERS' LANE(PRIVATE R.O.W.)FOUNDERS' PLACE(PRIVATE R.O.W.)FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.)COLLIER COUNTY /PUBLIC R.O.W. WIDTHVARIESEXISTING FIRE HYDRANT (USED FOR FLOW) EXISTING FIRE HYDRANT (USED FOR RESIDUAL MEASUREMENT) TEMPORARY LIMEROCK TURNAROUND FOR EMERGENCY VEHICLES R50' IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 2:29:27 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:01:20 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-113FD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE FIRE DEPARMENT PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-113FD C-113 08 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). FIRE HYDRANT FLOW TEST FIRE HYDRANT AUTOTURN VEHICLE Lock to Lock Time Track Width : : : feet COLLIER COUNTY FIRE TRUCK 6.0 8.25 8.25 22.528.36 48.67 Steering Angle 40.0: 9.A.1.e Packet Pg. 172 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 100'FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) X X X X LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.)COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) EXISTING (2) 5'x10' BOX CULVERTS EX. BRIDGE (PART OF COLLIER COUNTY INTERSECTION IMPROVEMENTS) 951 CANAL NORTHCOCOHATCHEE CANAL THE SHOPPES OF PEBBLEBROOKE BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR BLUE-BLUE REFLECTOR 24" SOLID WHITE STOP BAR (TYP) 12" WHITE FOR CROSSWALK (TYP)24" SOLID WHITE STOP BAR (TYP)12" WHITE FOR CROSSWALK (TYP) 6" SOLID WHITE (TYP) 170' PUBLIC/COLLIER COUNTY R.O.W. 100' 951 CANAL R.O.W.FOUNDERS' SQUARE DRIVE(PRIVATE R.O.W.)FOUNDERS' LANE(PRIVATE R.O.W.)FOUNDERS' PLACE(PRIVATE R.O.W.)FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) PROJECT BOUNDARY (TYP)COLLIER COUNTY /PUBLIC R.O.W. WIDTHVARIES12" WHITE FOR CROSSWALK (TYP) STOP SIGN (R1-1)STOP SIGN (R1-1) WITH DO NOT ENTER (R5-1 (3) OM4-1 (3) OM4-1 PAVEMENT ARROW (REF. FDOT INDEX #711-001) (TYP) LITTORAL SHELF PLANTING AREA SIGN (TYP) DO NOT ENTER (R5-1) 18" YELLOW GORE STRIPING DO NOT ENTER SIGN (R5-1) 12" SOLID WHITE CROSSWALK 24" SOLID WHITE MULTI-USE PATH STOP SIGN (R1-1) 24" SOLID WHITE STOP BAR BOLLARD BOLLARD 24" SOLID WHITE STOP BAR MULTI-USE PATH STOP SIGN (R1-1) CROSSWALK (W11-15) AND (W16-7pL) 12" SOLID WHITE CROSSWALK 24" SOLID WHITE (TYP) STOP SIGN (R1-1) CROSSWALK (W11-15) AND (W16-7pL) 24" SOLID WHITE STOP BAR 12" WHITE FOR CROSSWALK 24" SOLID WHITE ONE WAY SIGN (R6-1R) WITH DO NOT ENTER SIGN (R5-1) STOP SIGN (R1-1) WITH RIGHT TURN ONLY SIGN (R3-5R) CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) 12" WHITE FOR CROSSWALK 24" SOLID WHITE 24" SOLID WHITE 24" SOLID WHITE 12" WHITE FOR CROSSWALK 12" WHITE FOR CROSSWALK 24" SOLID WHITE CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) PAVEMENT ENDS SIGN (W8-3) WITH 300 FT PLAQUE (W16-2) 6" YELLOW CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) CROSSWALK (W11-15) AND (W16-7pL) LANE ENDS MERGE LEFT SIGN (W9-2) COLLIER COUNTY R.O.W. DEDICATION (1.3 AC) IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 6" WHITE (10' - 30') 6" WHITE (2' - 4') REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:48:12 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:01:45 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-151PM.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE SIGNING AND MARKING PLAN BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-151PM C-151 09 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). SIGN LEGEND (R1-1) 30"x30" FOR INTERNAL ROADS 36"x36" FOR PUBLIC RIGHTS-OF-WAY STREET NAME STREET NAME ROADWAY AND PARKING LOT SIGNING AND MARKING NOTES 1.ROADWAY SIGNAGE AND PAVEMENT MARKING SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND FDOT DESIGN STANDARDS. 2.ALL STRIPING ON THE SECOND LIFT OF ASPHALT SHALL BE THERMOPLASTIC. THE FIRST LIFT OF ASPHALT MAY BE STRIPED WITH PAINT. 3.ALL SIGNING AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF THE F.D.O.T. STANDARDS FOR ROAD AND BRIDGE CONSTRUCTION, THE F.D.O.T DESIGN STANDARDS INDEX, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (M.U.T.C.D.) AND ALL APPLICABLE LOCAL STANDARDS. UTILIZATION OF THE 2009 M.U.T.C.D. SHALL BE IN ACCORDANCE WITH F.D.O.T. POLICY. 4.DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH THE LATEST EDITIONS OF THE "STATE OF FLORIDA MANUAL OF TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AND HIGHWAY CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS" AND WITH THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND WITH ALL OTHER GOVERNING SAFETY REGULATIONS. 5.PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT WITH GLASS BEADS IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS SECTION 710 UNLESS NOTED OTHERWISE. 6.MATCH EXISTING PAVEMENT MARKINGS AT EXISTING ROADS. ALL EXISTING PAVEMENT MARKINGS THAT ARE IN CONFLICT WITH PROPOSED MARKINGS SHALL BE REMOVED BY HYDRO-BLASTING. EXISTING SIGNS SHALL REMAIN UNLESS NOTED OTHERWISE. 7.ALL STOP SIGN LOCATIONS SHALL INCLUDE A 24" PAINTED WHITE STOP BAR. AS AN ALTERNATIVE, ROADS WITH PAVER BRICK SURFACES MAY UTILIZE CONTRASTING COLOR PAVERS IN LIEU OF PAINT. 8.THE CONTRACTOR SHALL FURNISH AND INSTALL STREET NAME SIGNS IN ACCORDANCE WITH LOCAL DEVELOPMENT STANDARDS. IF POSSIBLE, STREET NAME SIGNAGE TO BE ATOP ALL STOP SIGNS. 9.THE CONTRACTOR SHALL PROVIDE AND INSTALL BLUE / BLUE REFLECTIVE PAVEMENT MARKERS AT THE CENTER OF THE TRAFFIC LANE NEAREST ALL PROPOSED FIRE HYDRANTS. 10.ALL ROADWAY SIGNING AND PAVEMENT MARKINGS, STREET NAME SIGNS, ETC. (EXCLUDING PROJECT IDENTIFICATION SIGNING) ARE TO BE INCLUDED IN THE LUMP SUM PRICE FOR SIGNING AND MARKING UNLESS A DETAILED BID QUANTITY BREAKDOWN IS PROVIDED. 11.ANY EXISTING SIGN TO REMAIN THAT IS RELOCATED OR DISTURBED DURING CONSTRUCTION SHALL BE RESET TO CURRENT F.D.O.T. STANDARD INDEXES 11860 AND 17302 FOR HEIGHT, OFFSET AND METHOD OF INSTALLATION. ANY SIGNS DAMAGED BY CONTRACTOR SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. 12.ALL SIGNS THAT ARE EMBEDDED IN CONCRETE OR ASPHALT SHALL BE INSTALLED IN A F.D.O.T. APPROVED PIPE SLEEVE. LITTORAL SHELF PLANTING AREA SIGN DETAIL N.T.S. NOTES: 1.THE BOUNDARY OF THE LSPA SHALL BE POSTED WITH APPROPRIATE SIGNAGE DENOTING THE AREA AS A LSPA. SIGN(S) SHOULD NOTE THAT THE POSTED AREA IS A LITTORAL SHELF PLANTING AREA THAT PROVIDES ECOLOGICAL BENEFITS TO THE AREA AND CONTAINS SPECIFIC INSTRUCTIONS TO ENSURE THAT THE PLANTED AREA WILL NOT BE SUBJECTED TO TYPICAL LANDSCAPE MAINTENANCE PRACTICES (I.E.) MOWING OR CHEMICAL TREATMENT. 2.SIGNS SHALL BE PLACED OUTSIDE THE MAINTENANCE EASEMENT NEAR EDGE OF WATER (CONTROL). 3.A MINIMUM OF TWO SIGNS SHALL BE PROVIDED TO MARK THE EXTENT OF THE LSPA. 4.MAXIMUM SIGN SPACING SHALL BE 150 FEET. 5.SIGN SHALL COMPLY WITH COLLIER COUNTY LAND DEVELOPMENT CODE SECTION 5.06.03 "DESIGNATED LITTORAL SHELF PLANTING AREA. THIS WETLAND PLANTING SERVES TO IMPROVE LAKE WATER QUALITY AND PROVIDES HABITAT FOR A VARIETY OF AQUATIC SPECIES INCLUDING WADING BIRDS AND WATERFOWL. THE PLANTING AREA IS NOT TO BE DISTURBED AND IS NOT TO BE SUBJECTED TO HERBICIDAL TREATMENTS OR OTHER ACTIVITIES THAT WILL NEGATIVELY IMPACT THE VEGETATION." 2 SF MAXIMUM SIGN AREA (REF. NOTE 1 FOR INFORMATION TO BE INCLUDED ON SIGN) FINISHED GRADE (OM4-1) 18"x18" (R5-1) 30"x30" FOR INTERNAL ROADS 36"x36" AT IMMOKALEE ROAD AND WITHIN IMMOKALEE ROAD R.O.W. (W11-2) 30"x30" FOR SINGLE LANE ROADS 36"x36" FOR MULTI LANE ROADS (W16-7p) 24"x12" (R6-1) 54"x18" (R3-5) 30"x36" (W8-3) 36"x36" (W16-2) 24"x18" (R1-1) 18"x18" (MULTI-USE PATH) (W9-2) 36"x36" 9.A.1.e Packet Pg. 173 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XWM XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTBTBT BT BTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTV XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM BTVBTVBTVBTVBTVBTVBTV BTVBTBTBTBTBTBTBTBTBTBTBTBT V BT V BTVBTVBTVBTVBTVBT V BTVBTVBTBTBTBTBTBTBTBTBTBTBTBTBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTVBTV XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XWM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 11.7813.0513.9611.0610.1410.3914.6314.2712.0211.1912.9416.4716.0610.8814.5715.5115.5515.4915.1315.1015.1915.4415.4915.0815.3115.2515.3015.2414.9115.2015.7215.6515.6715.7015.6615.6215.4914.9115.1915.2015.4015.4515.5715.3815.5915.8116.0216.1316.1715.8116.395.9514.7514.576.0714.8114.646.2014.6414.486.1014.6414.4016.7116.9517.1017.0516.9416.4916.6817.0217.0617.1117.0617.1216.8716.9316.9416.9116.8916.5717.1717.2517.2417.3817.3817.2617.2217.4217.3017.4016.9017.2917.2517.2317.3017.3617.4217.4417.0217.2717.5617.2217.2717.3616.8316.9117.4117.3917.4417.4517.4417.4617.4717.0417.0017.4817.4217.4417.4117.5217.4416.9717.5917.6416.3915.956.0014.0516.0115.7215.3415.826.506.096.1214.3516.0315.9315.5915.9814.2516.0616.3416.2316.2514.7216.3716.2915.9516.37SCALE:1" = 20'A 0+001+001+00 2+00 3+00 4+00 5+00 6+00 6+50 A A TMATCH LINE - SEE SHEET C-202 STR #: FS-40 JUNCTION BOX - ROUND RIM ELEV = 15.73 INV (S) ELEV = 6.65 (IN) 24 LF 36" RCP @ 0.00% STR #: FS-41 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (S) ELEV = 6.65 (OUT) INV (N) ELEV = 6.65 (OUT) 71 LF 36" RCP @ 0.00% STR #: FS-42 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 6.65 (IN) INV (S) ELEV = 6.65 (OUT) STR #: FS-43 FLARED END INV (N) ELEV = 2.15 72 LF 36" RCP @ 6.29% FIRE HYDRANT ASSEMBLY (TYP)12'PAVEMENT22' PAVEMENT6' CONCRETE SIDEWALK 6' CONCRETE SIDEWALK 12" PVC WATER MAIN (C900 DR18) 8" PVC FORCE MAIN (C900 DR18) 10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E. TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP) FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) TEMPORARY BACTERIAL SAMPLE POINT WATER MAIN ARV 12" HDPE WATER MAIN DIRECTIONAL DRILL FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) 15.43 15.46 HOT-TAP EX. 16" FORCE MAIN WITH 16"x8" TAPPING SLEEVE AND PLUG VALVE 8" PLUG VALVE 96' PRIVATE R.O.W.11'11'11'11'11'16.01 15.59 15.54 15.53 15.75 15.74 15.37 15.86 16.23 16.36 16.49 16.61 16.50 16.38 16.27 TYPE "F" CURB AND GUTTER (TYP) 16.07 16.16 15.70 15.58 15.51 16.06 15.58 15.54 STR #: FS-21 FLARED END INV (N) ELEV = 4.50 12" PVC WATER MAIN (C900 DR14)197 LF 60" RCP @ 0.00%20' LAKEMAINTENANCEEASEMENTTYPE "F" CURB (TYP) ADA COMPLIANT TACTILE SURFACE (TYP) CURB RAMP (REF. DETAIL SHEET C-501) 8" PVC FORCE MAIN (C900 DR14) 5' TRANSITION CURB (TYP) 50'x20' SIGN EASEMENT 12"x1 1/2" TAPPING SADDLE 1 1/2" WATER SERVICE IN 4" PVC CASING WATER METER BOX (METER TO BE INSTALLED BY COLLIER COUNTY, SERVICE LEAD AND METER BOX TO BE INSTALLED BY CONTRACTOR) LIGHT POLE (BY OTHERS) (TYP) LIGHT POLE (BY OTHERS) (TYP) 12" GATE VALVE 11° ELBOW 45° ELBOW 45° ELBOW5' MIN 15.78 15.77 15.57 15.34 DIRECTORY SIGN (BY OTHERS) 20' TYPE "D" L.B.E. 20' TYPE "D" L.B.E. 90° ELBOW 90° ELBOW DIP 8" PVC FORCE MAIN (C900, DR14) UNDER 12" PVC WATER MAIN TO PROVIDE 18" CLEARANCE (12" MIN) FORCE MAIN ARV LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) 15' D.E. 15.8 15.8 45° ELBOW 45° ELBOW 5' MIN. 15.19 15.48 14.99 15.48 15.51 15.76 15.52 15.80 15.90 16.00 15.92 15.84 15.74 15.9116.00 12" GATE VALVE 12" TEE 12" GATE VALVE 12" PVC WATER MAIN (C900 DR14)45° ELBOW 45° ELBOW 12" TEMPORARY BLOW-OFF PROPERTY BOUNDARY (YTP) 90° ELBOW 90° ELBOW BOLLARD BOLLARD HOT TAP EXISTING 24" WATER MAIN WITH TAPPING SLEEVE. INSTALL TEMPORARY BACTERIA SAMPLE POINT AND CONNECT UTILIZING TEMPORARY BACKFLOW PREVENTER OR GAP CONFIGURATION AT THE DISCRETION OF THE GREATER NAPLES FIRE RESCUE DISTRICT WATER MAIN ARV EXISTING 48" RCP EXISTING 24" WATER MAIN COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)(PRIVATE R.O.W.)COLLIER BOULEVARD CANALREFERENCE BRIDGE PLANS FOR BRIDGE DETAILS EXISTING 16" FORCE MAIN EXISTING 12" RECLAIMED WATER MAIN INSTALL 480 LF 24" DIAMETER STEEL CASING AROUND EXISTING 12" RECLAIMED MAIN INSTALL 150 LF 24" DIAMETER STEEL CASING AROUND EXISTING 16" FORCE MAIN EXISTING 12" GATE VALVE EXISTING 100' 951 CANAL R.O.W.EXISTING 170' PUBLIC R.O.W. 45° ELBOW 8" PVC FORCE MAIN (C900 DR18) 8" D.I.P. FORCE MAIN (REF. BRIDGE PLAN FOR THE BRIDGE SUPPORT DETAIL) IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 8" PLUG VALVE 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0+50 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+406+45 EGL = 15.28PGL =EGL = 15.50PGL =EGL = 15.93PGL =EGL = 16.36PGL =EGL = 16.88PGL =EGL = 16.62PGL =EGL = 16.09PGL =EGL = 16.20PGL = 15.61EGL = 14.22PGL = 15.55EGL = 5.97PGL = 16.34EGL = 6.11PGL = 16.67EGL = 10.86PGL = 16.77EGL = 14.61PGL = 16.77EGL = 14.61PGL = 16.63EGL = 14.62PGL = 16.50EGL = 13.55PGL = 16.37EGL = 12.68PGL = 16.24EGL = 12.84PGL = 16.11EGL = 13.00PGL = 15.97EGL = 13.39PGL = 15.84EGL = 14.41PGL = 15.71EGL = 13.55PGL = 15.68EGL = 12.64PGL = 15.74EGL = 11.79PGL = 15.81EGL = 11.60PGL = 15.88EGL = 11.53PGL = 15.94EGL = 11.54PGL = 16.01EGL = 11.56PGL = 16.07EGL = 11.58PGL = 16.14EGL = 11.59PGL = 16.11EGL = 11.61PGL = 16.05EGL = 11.62PGL =0.33% -0.33% -1.47% 3.96% 0.50% -0.66%PVI ELEV = 15.68PVI STA = 1+75.23PVI ELEV = 16.16PVI STA = 6+05.95PVI ELEV = 16.04PVI STA = 6+42.98PVI ELEV = 15.38PVI STA = 1+95.70PVI ELEV = 16.60PVI STA = 2+26.50PVI ELEV = 16.82PVI STA = 2+71.16PVI ELEV = 15.65PVI STA = 4+50.0030" MIN.48" MAX.(36" MINUNDERPAVEMENT)A A 18" MIN. 24" MIN. CLEARANCE FROM BOTTOM OF CANAL TO TOP OF PIPE 18" MIN.18" MIN.60" RCP 36" RCP A18" MIN.APPROXIMATE EX. GROUND (TYP) APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) 8" PVC FORCE MAIN (C900, DR14) 12" PVC WATER MAIN (C900, DR18)8" PVC FORCE MAIN (C900, DR18) HOT TAP EX. 16" FORCE MAIN (SEE PLAN VIEW FOR CONNECTION NOTES) EX. 16" PVC FORCE MAIN 8" PLUG VALVE 8" D.I.P FORCE MAIN HOT TAP EXISTING 24" WATER MAIN WITH TAPPING SLEEVE. INSTALL TEMPORARY BACTERIA SAMPLE POINT AND CONNECT UTILIZING TEMPORARY BACKFLOW PREVENTER OR GAP CONFIGURATION AT THE DISCRETION OF THE GREATER NAPLES FIRE RESCUE DISTRICT EX. 24" PVC WATER MAIN 12" GATE VALVE (WATER) WATER MAIN ARV 12" GATE VALVE (WATER) 12" HDPE WATER MAIN DIRECTIONAL DRILL WATER MAIN ARV EX. 8" FORCE MAIN (ABANDONED) EX. 12" RECLAIMED WATER MAIN DIP 8" PVC FORCE MAIN (C900, DR14) UNDER 12" PVC WATER MAIN TO PROVIDE 18" CLEARANCE (12" MIN) FORCE MAIN ARV STEEL CASING AROUND EXISTING 16" FORCE MAIN STEEL CASING AROUND EXISTING 12" RECLAIMED WATER MAIN 12" GATE VALVE (WATER) 12"x12" TEE 12" TEMPORARY BLOW-OFF 12" PVC WATER MAIN (C900, DR14) EX. 48" RCP EXISTING BURIED TELEPHONE EXISTING BURIED TELEPHONE 8" PLUG VALVE C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:38:24 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:02:26 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-201ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 0+00 - STA 6+50) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 3' P-BCHD-002-004 P-BCHD-002-004-201ST C-201 10 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). EX. 10' SIDEWALK 9.A.1.e Packet Pg. 174 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) TT X X X X X X X X X X X X X X X X X X X 0+00 1+00 2+00 3+00 4+00 5+006+006+50AT11.19SCALE:1" = 20'MATCH LINE - SEE SHEET C-203MATCH LINE - SEE SHEET C-201 STR #: FS-19 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (E) ELEV = 11.35 (OUT) 33 LF 15" RCP @ 0.21% STR #: FS-20 JUNCTION BOX - ROUND RIM ELEV = 15.44 INV (N) ELEV = 4.50 (IN) INV (S) ELEV = 4.50 (OUT) 78 LF 60" RCP @ 0.00% STR #: FS-18 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 4.50 (IN) INV (W) ELEV = 11.28 (IN) INV (S) ELEV = 4.50 (OUT) 100 LF 60" RCP @ 0.00% STR #: FS-21 FLARED END INV (N) ELEV = 4.50 197 LF 60" RCP @ 0.00% STR #: FS-17 JUNCTION BOX - ROUND RIM ELEV = 15.22 INV (N) ELEV = 4.50 (IN) INV (S) ELEV = 4.50 (OUT) 121 LF 60" RCP @ 0 . 0 0 % STR #: FS-16 JUNCTION BOX - ROUND RIM ELEV = 15.85 INV (N) ELEV = 7.22 (IN) INV (S) ELEV = 4.50 (OUT) STR #: FS-15 JUNCTION BOX - ROUND RIM ELEV = 15.70 INV (NE) ELEV = 7.25 (IN) INV (S) ELEV = 7.25 (OUT) 64 LF 60" RCP @ 0.05% 82 LF 60" RCP @ 0.00% SSMH #: 16 RIM ELEV = 15.80 INV (E) ELEV = 8.17 (OUT) 38 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 17 RIM ELEV = 15.06 INV (W) ELEV = 8.00 (IN) INV (E) ELEV = 1.67 (IN) INV (N) ELEV = 1.48 (OUT) 52 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 18 RIM ELEV = 16.00 INV (W) ELEV = 1.90 (OUT) SSMH #: PUMP STATION RIM ELEV = 16.25 INV (W) ELEV = -0.94 (IN) 59 LF 12" PVC SANITARY SEWER @ 0.26% (SDR 26) SSMH #: 15 RIM ELEV = 15.29 INV (N) ELEV = -0.64 (IN) INV (S) ELEV = 1.18 (IN) INV (E) ELEV = -0.79 (OUT) 69 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 168 LF 10" PVC SANITARY SEWER @ 0.32% (SDR 26) SSMH #: 14 RIM ELEV = 15.40 INV (N) ELEV = 0.05 (IN) INV (E) ELEV = 4.32 (IN) INV (S) ELEV = -0.10 (OUT) 42 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 13 RIM ELEV = 15.80 INV (W) ELEV = 4.50 (OUT) 89 L F 1 0 " P V C SAN I T A R Y S E W E R @ 0 . 3 2 % ( S D R 2 6 ) FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.)60' PRIVATE R.O.W.10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E.24' PAVEMENT8" TEMPORARY BLOW-OFF FIRE HYDRANT ASSEMBLY (TYP) 12" WATER GATE VALVE 8" TEMPORARY BLOW-OFF 8" PVC WATER MAIN (C900 DR14) 12" PVC WATER MAIN (C900 DR 14) 12" TEMPORARY BLOW-OFF (TYP) 12" PVC WATER MAIN (C900 DR14) 12" WATER GATE VALVE 12" PVC WATER MAIN (C900 DR14) 8" PVC FORCE MAIN (C900 DR18) 8" PVC FORCE MAIN (C900 DR14) 5' CONCRETE SIDEWALK (TYP) 5' CONCRETE SIDEWALK (TYP) 15.8 14.80 15.49 15.57 15.5115.58 16.06 15.54 15.58 15.42 15.42 15.0416.1615.70 16.07 TYPE "F" CURB AND GUTTER (TYP)15.66 ADA COMPLIANT TACTILE SURFACE (TYP) CURB RAMP (REF. DETAIL SHEET C-501) 6' CHAIN LINK FENCE AROUND PUMP STATION 12' MAINTENANCE DRIVE (ASPHALT OVER 6" COMPACTED LIMEROCK, REF. DETAIL) C.U.E. (50'x40') 2' VALLEY GUTTER 5' TRANSITION CURB (TYP) 12" WATER GATE VALVE 12" TEE 12" WATER GATE VALVE 12"x8" TEE 15.01 15.25 15.01 18' C.U.E. 18' C.U.E. 18' C.U.E. 1 1/2" PUMP STATION WATER SERVICE IN 4" CASING WATER METER BOX (METER TO BE INSTALLED BY COLLIER COUNTY, SERVICE LEAD AND METER BOX TO BE INSTALLED BY CONTRACTOR) 12"x1 1/2" TAPPING SADDLE LIGHT POLES (BY OTHERS) (TYP) LIGHT POLE (BY OTHERS) (TYP) 10' P.U.E. / L.B.E. FORCE MAIN ARV 15.8 16.0 15.8 15.8 45° ELBOW 5' MIN. 45° ELBOW 15.21 15.45 15.21 REFERENCE PUMP STATION DETAIL SHEET FOR LOCATION TRACT LINE (TYP) TYPE "F" CURB AND GUTTER (TYP) 20' LAKE MAINTENANCE AND ACCESS EASEMENT LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) CURB RAMP (REF. DETAIL SHEET C-501)60' PRIVATE R.O.W.10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E.24' PAVEMENTDIP 8" PVC FORCE MAIN UNDER 12" PVC WATER MAIN TO PROVIDE 18" CLEARANCE (12" MIN) 15.41 15.76 15.77 15.58 12" PVC WATER MAIN (C900 DR14) 12" WATER GATE VALVE 45° ELBOW 90° ELBOW 15.816.0 FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC)FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) -4 -2 0 2 4 6 8 10 12 14 16 18 -4 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 EGL = 11.56PGL =EGL = 11.46PGL =EGL = 11.54PGL = 15.96EGL = 11.62PGL = 16.09EGL = 11.70PGL = 15.96EGL = 11.78PGL = 15.83EGL = 11.85PGL = 15.70EGL = 11.88PGL = 15.57EGL = 11.91PGL = 15.44EGL = 11.94PGL = 15.31EGL = 11.97PGL = 15.18EGL = 12.00PGL = 15.05EGL = 12.02PGL = 15.10EGL = 12.02PGL = 15.17EGL = 12.03PGL = 15.23EGL = 12.04PGL = 15.30EGL = 12.05PGL = 15.37EGL = 12.11PGL = 15.43EGL = 12.17PGL = 15.50EGL = 12.23PGL = 15.56EGL = 12.26PGL = 15.63EGL = 12.28PGL = 15.63EGL = 12.30PGL = 15.56EGL = 12.31PGL = 15.49EGL = 12.33PGL = 15.43EGL = 12.34PGL = 15.36SSMH #: 15RIM ELEV = 15.29INV (N) ELEV = -0.64 (IN)INV (S) ELEV = 1.18 (IN)INV (E) ELEV = -0.79 (Out)SSMH #: 14 (DROP MH)RIM ELEV = 15.40INV (N) ELEV = 0.05 (IN)INV (E) ELEV = 4.32 (IN)INV (S) ELEV = -0.10 (Out)168 LF 10" PVC SANITARY SEWER @ 0.32% 69 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 17 (DROP MH)RIM ELEV = 15.06INV (W) ELEV = 8.00 (IN)INV (E) ELEV = 1.67 (IN)INV (N) ELEV = 1.48 (Out)0.33%-0.33% 2.00% -0.65%PVI ELEV = 15.70PVI STA = 0+27.16PVI ELEV = 16.16PVI STA = 0+50.00PVI ELEV = 15.04PVI STA = 2+21.05PVI ELEV = 15.66PVI STA = 4+09.2630" MIN.48" MAX.(36" MINUNDERPAVEMENT)APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP)12"x8" TEE 12" PVC WATER MAIN (C900, DR14) 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) 12"x8" TEE 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) 8" PVC FORCE MAIN (C900, DR18) 8" PVC FORCE MAIN (C900, DR18) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:17:32 PM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 10:03:00 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-202ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 0+00 - STA 5+00) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-202ST C-202 11 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 175 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) T 5+006+00 7+00 8+00 9+ 0 0 10 + 0 00+001+00TTSCALE:1" = 20'MATCH L INE - SEE SHEET C - 2 0 2 FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) FUTURE DEVELOPMENT (TRACT "I") (1.81 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) STR #: FS-14 JUNCTION BOX - ROUND RIM ELEV = 15.30 INV (NW) ELEV = 8.00 (OUT) 26 LF 30" RCP @ 12.97% STR #: FS-11 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (NE) ELEV = 4.00 (IN) INV (NW) ELEV = 11.28 (IN) INV (SE) ELEV = 11.35 (IN) INV (SW) ELEV = 7.25 (OUT) STR #: FS-12 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (NW) ELEV = 8.55 (IN) INV (SE) ELEV = 11.35 (OUT) 33 LF 15" RCP @ 0.21% 27 LF 15" RCP @ 0.00% STR #: FS-13 JUNCTION BOX - ROUND RIM ELEV = 15.30 INV (SE) ELEV = 8.55 (OUT) STR #: FS-10 JUNCTION BOX - ROUND RIM ELEV = 15.69 INV (NE) ELEV = 5.75 (IN) INV (SW) ELEV = 4.00 (OUT) 95 LF 5 4 " R C P @ 0 . 0 0 % STR #: FS-4 JUNCTION BOX - ROUND RIM ELEV = 16.10 INV (N) ELEV = 5.50 (IN) INV (E) ELEV = 8.05 (IN) INV (SW) ELEV = 5.80 (OUT) 85 LF 54" RCP @ 0.06% 84 L F 3 6 " R C P @ 0 . 2 2 % 208 LF 42" RCP @ 0.00% STR #: FS-9 JUNCTION BOX - ROUND RIM ELEV = 16.12 INV (E) ELEV = 8.23 (IN) INV (W) ELEV = 8.23 (OUT) 25 9 L F 3 6 " R C P @ 0 . 0 9 %89 LF 10" P V C SANIT A R Y S E W E R @ 0.32 % ( S D R 26) 86 LF 1 0 " P V C SANI T A R Y S E W E R @ 0. 3 2 % ( S D R 2 6 ) SSMH #: 12 RIM ELEV = 15.15 INV (NE) ELEV = 0.48 (IN) INV (S) ELEV = 0.33 (OUT) SSMH #: 11 RIM ELEV = 15.27 INV (NE) ELEV = 0.91 (IN) INV (NW) ELEV = 8.00 (IN) INV (SW) ELEV = 0.76 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 171 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 10 RIM ELEV = 15.30 INV (SE) ELEV = 8.18 (OUT) SSMH #: 9 RIM ELEV = 15.95 INV (E) ELEV = 1.81 (IN) INV (SW) ELEV = 1.66 (OUT) 14 2 L F 8 " P V C SA N I T A R Y S E W E R @ 0 . 4 4 % ( S D R 2 6 ) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 8 RIM ELEV = 15.62 INV (E) ELEV = 2.59 (IN) INV (S) ELEV = 5.68 (IN) INV (W) ELEV = 2.44 (OUT) SSMH #: 7 RIM ELEV = 15.76 INV (N) ELEV = 5.50 (OUT) 39 0 L F 8 " P V C SA N I T A R Y S E W E R @ 0 . 4 4 % ( S D R 2 6 )MATCH LINE - SEE SHEET C-204FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.)8" TEMPORARY BLOW-OFF 12" WATER GATE VALVE50' PRIVATE R.O.W.24' PAVEMENT10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E. 12"X8" REDUCER 12" TEMPORARY BLOW-OFF FIRE HYDRANT ASSEMBLY WITH TBSP FIRE HYDRANT ASSEMBLY (TYP) 12" PVC WATER MAIN (C900 DR14) 12" WATER GATE VALVE 5' CONCRETE SIDEWALK (TYP) 5' CONCRETE SIDEWALK (TYP) 14.80 14.80 15.04 15.69 15.65 15.61 15.82 16.06 MAT C H L I N E - S E E S H E E T C - 207 15.75 15.71 TYPE "F" CURB AND GUTTER (TYP)TYPE "F" CURB AND GUTTER (TYP) CURB RAMP (REF. DETAIL SHEET C-501) GRADE BREAK (TYP) ADA COMPLIANT TACTILE SURFACE (TYP) 8" PVC WATER MAIN (C900 DR14) 18' C.U.E. 15.0 1 15.25 15.0 1 15. 2 3 15 . 4 7 15. 2 3 12" WATER GATE VALVE 12" CROSS 8" WATER GATE VALVE 12" WATER GATE VALVE 12"x8 TEE 12" WATER GATE VALVE 12"x8" TEE SINGLE SEWER SERVICE  = 7.00 TO INCLUDE CLEANOUT WITH ELECTRONIC MARKER AND CONCRETE COLLAR (TYP) 6" PVC SANITARY SEWER LATERAL @ 1.04% (MIN) (TYP) LIGHT POLES (BY OTHERS) (TYP) 15.8 15.8 15. 8 15. 8 45° ELBOW 45° ELBOW 15' D. E. 5' MIN. 82 LF 60" RCP @ 0.00% 15' D. E. STR #: FS-10 JUNCTION BOX - ROUND RIM ELEV = 15.69 INV (NE) ELEV = 5.75 (IN) INV (SW) ELEV = 4.00 (OUT) 8" TEMPORARY BLOW-OFF 8" PVC WATER MAIN (C900 DR14) 12" WATER GATE VALVE 8" WATER GATE VALVE 5' CONCRETE SIDEWALK (TYP) 15.24 15.48 15.24 15.89 15.65 15.93 15.69FOUNDERS' LANE(PRIVATE R.O.W.)CURB RAMP (REF. DETAIL SHEET C-501) 18' C . U . E . TRACT LINE (TYP)11.9312.2919.2920.6213.3813.5240.9415' C . U . E . 10' P.U.E / LB..E -2 0 2 4 6 8 10 12 14 16 18 -2 0 2 4 6 8 10 12 14 16 18 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 7+00 7+20 7+40 7+60 7+80 8+00 8+20 8+40 8+60 8+80 9+00 9+20 9+40 9+60 9+80 10+00 EGL = 12.34PGL = 15.36EGL = 12.35PGL = 15.30EGL = 12.36PGL = 15.23EGL = 12.36PGL = 15.16EGL = 12.36PGL = 15.10EGL = 12.32PGL = 15.05EGL = 12.26PGL = 15.14EGL = 12.20PGL = 15.23EGL = 12.14PGL = 15.31EGL = 12.09PGL = 15.40EGL = 12.03PGL = 15.49EGL = 11.94PGL = 15.58EGL = 11.94PGL = 15.66EGL = 11.95PGL = 15.75EGL = 11.96PGL = 15.84EGL = 11.97PGL = 15.93EGL = 11.98PGL = 16.01EGL = 11.98PGL = 16.03EGL = 11.99PGL = 15.96EGL = 11.99PGL = 15.90EGL = 11.99PGL = 15.83EGL = 12.03PGL = 15.76EGL = 12.10PGL = 15.70EGL = 12.18PGL = 15.63EGL = 12.30PGL = 15.57EGL = 12.42PGL = 15.50SSMH #: 8 (DROP MH)RIM ELEV = 15.62INV (E) ELEV = 2.59 (IN)INV (S) ELEV = 5.68 (IN)INV (W) ELEV = 2.44 (Out)SSMH #: 12RIM ELEV = 15.15INV (NE) ELEV = 0.48 (IN)INV (S) ELEV = 0.33 (Out)SSMH #: 9RIM ELEV = 15.95INV (E) ELEV = 1.81 (IN)INV (SW) ELEV = 1.66 (Out)SSMH #: 11 (DROP MH)RIM ELEV = 15.27INV (NE) ELEV = 0.91 (IN)INV (NW) ELEV = 8.00 (IN)INV (SW) ELEV = 0.76 (Out)142 LF 8" PVC SANITARY SEWER @ 0.44% 171 LF 8" PVC SANITARY SEWER @ 0.44% 86 LF 10" PVC SANITARY SEWER @ 0.32% -0.33% -0.33% 0.44%PVI ELEV = 15.04PVI STA = 5+97.47PVI ELEV = 16.06PVI STA = 8+30.6089 LF 10" PVC SANITARY SEWER @ 0.32%30" MIN.48" MAX.(36" MINUNDERPAVEMENT)15" RCP (NO CONFLICT WITH WATER MAIN)18.MIN.18" MIN42" RCP APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP) FIRE HYDRANT ASSEMBLY (TYP) FIRE HYDRANT ASSEMBLY (TYP) 12"x8" TEE12"x8" TEE 12" PVC WATER MAIN (C900, DR14) 12" PVC WATER MAIN (C900, DR14) 12"x8" TEE 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) 12" GATE VALVE (WATER) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:11:24 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:03:41 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-203ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 5+00 - STA 10+00 BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-203ST C-203 12 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 176 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.2919.2920.6219.0920.6313.6013.4513.3813.5240.9441.0415.7215.5314.5915.5315.5015.58SCALE:1" = 20'T T10+00 11+00 12+00 13+00 14+00 15+00 0+001+00TTMATCH LINE - SEE SHEET C-205MATCH LINE - SEE SHEET C-203MATCH LINE - SEE SHEET C-208 FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) FUTURE DEVELOPMENT (TRACT"J") (2.79 AC) FUTURE DEVELOPMENT (TRACT"K") (2.30 AC) FUTURE DEVELOPMENT (TRACT"C") (1.81 AC) FUTURE DEVELOPMENT (TRACT"D") (1.42 AC) STR #: FS-5 JUNCTION BOX - ROUND RIM ELEV = 15.75 INV (S) ELEV = 7.55 (OUT) STR #: FS-6 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 7.55 (IN) INV (S) ELEV = 8.50 (OUT) 27 LF 24" RCP @ 0.00% 32 LF 30" RCP @ 0.09% STR #: FS-7 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 8.47 (IN) INV (S) ELEV = 8.50 (IN) INV (W) ELEV = 8.00 (OUT) 27 LF 30" RCP @ 6.22% STR #: FS-8 JUNCTION BOX - ROUND RIM ELEV = 15.48 INV (N) ELEV = 10.20 (OUT) 259 LF 36" RCP @ 0.09% STR #: FS-26 JUNCTION BOX - ROUND RIM ELEV = 15.24 INV (N) ELEV = 10.00 (OUT) 35 LF 30" RCP @ 0.00% STR #: FS-25 JUNCTION BOX - ROUND RIM ELEV = 15.89 INV (N) ELEV = -1.45 (IN) INV (S) ELEV = 10.00 (IN) INV (E) ELEV = 6.10 (OUT) 147 LF 42" RCP @ 0.00% 236 LF 42" RCP @ 0.00% SSMH #: 5 RIM ELEV = 15.80 INV (N) ELEV = 8.18 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 381 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 6 RIM ELEV = 16.01 INV (E) ELEV = 4.45 (IN) INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 4.30 (OUT) 390 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26)50' PRIVATE R.O.W.10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E.24' PAVEMENTSINGLE SEWER SERVICE  = 7.00 TO INCLUDE CLEANOUT WITH ELECTRONIC MARKER AND CONCRETE COLLAR (TYP) 8" TEMPORARY BLOW-OFF (TYP) 12" WATER GATE VALVE FIRE HYDRANT ASSEMBLY (TYP) 12" WATER GATE VALVES 10" PVC WATER MAIN (C900 DR14) 8" PVC WATER MAIN (C900 DR14) 8" PVC WATER MAIN (C900 DR14) 5' CONCRETE SIDEWALK (TYP) 5' CONCRETE SIDEWALK (TYP) 8" PVC WATER MAIN (C900 DR14) 12" PVC WATER MAIN (C900 DR14) 14.80 15.04 14.80 15.67 15.68 16.20 15.96 15.74 15.74 TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB (TYP) 15.88 ADA COMPLIANT TACTILE SURFACE (TYP) CURB RAMP (REF. DETAIL SHEET C-501) GRADE BREAK (TYP) 6" PVC SANITARY SEWER LATERAL @ 1.04% (MIN) (TYP) 12" TEE 12" WATER GATE VALVE 8" WATER GATE VALVE 12"x8" CROSS 12"x10" REDUCER 12" WATER GATE VALVE 18' C.U.E. 15.50 15.74 15.50 8" TEMPORARY BLOW-OFF (TYP) LIGHT POLE (BY OTHERS) (TYP) LIGHT POLES (BY OTHERS) (TYP)FOUNDERS' PLACE(PRIVATE R.O.W.)15.20 15.66 15.81 15.20 15.67 15.48 15' D.E. 15' D.E. 15.4 15.815.8 15.115.6 15' C.U.E.15' C.U.E. 15' C.U.E. 15' C.U.E. 15.92 15.68 15.91 15.67 12" WATER GATE VALVE 12"x8" CROSS 8" WATER GATE VALVE 8" TEMPORARY BLOW-OFF (TYP) TRACT LINE (TYP) 8" WATER GATE VALVE CURB RAMP (REF. DETAIL SHEET C-501) TYPE "F" CURB AND GUTTER (TYP) SINGLE SEWER SERVICE  = 7.00 TO INCLUDE CLEANOUT WITH ELECTRONIC MARKER AND CONCRETE COLLAR (TYP) TRACT LINE (TYP) 15' D.E. 5' MIN.45° ELBOW 45° ELBOW 15.23 15.47 15.23 10' P.U.E. / L.B.E. PBSP -2 0 2 4 6 8 10 12 14 16 18 20 -2 0 2 4 6 8 10 12 14 16 18 20 10+00 10+20 10+40 10+60 10+80 11+00 11+20 11+40 11+60 11+80 12+00 12+20 12+40 12+60 12+80 13+00 13+20 13+40 13+60 13+80 14+00 14+20 14+40 14+60 14+80 15+00 EGL = 12.42PGL = 15.50EGL = 12.54PGL = 15.43EGL = 12.67PGL = 15.37EGL = 12.79PGL = 15.30EGL = 12.95PGL = 15.24EGL = 13.04PGL = 15.17EGL = 13.02PGL = 15.10EGL = 12.93PGL = 15.04EGL = 12.84PGL = 15.13EGL = 12.75PGL = 15.22EGL = 12.66PGL = 15.32EGL = 12.57PGL = 15.41EGL = 12.47PGL = 15.50EGL = 12.41PGL = 15.59EGL = 12.24PGL = 15.68EGL = 12.24PGL = 15.77EGL = 12.26PGL = 15.86EGL = 12.27PGL = 15.95EGL = 12.27PGL = 16.04EGL = 12.28PGL = 16.13EGL = 12.29PGL = 16.18EGL = 12.30PGL = 16.09EGL = 12.31PGL = 16.00EGL = 12.31PGL = 15.92EGL = 12.32PGL = 15.83EGL = 12.33PGL = 15.74SSMH #: 6 (DROP MH)RIM ELEV = 16.01INV (E) ELEV = 4.45 (IN)INV (S) ELEV = 8.00 (IN)INV (W) ELEV = 4.30 (Out)390 LF 8" PVC SANITARY SEWER @ 0.44% -0.33% 0.45% -0.44%PVI ELEV = 15.04PVI STA = 11+39.44PVI ELEV = 16.20PVI STA = 13+94.7930" MIN.48" MAX.(36" MINUNDERPAVEMENT)18" MIN.42" RCP 30" RCP (NO CONFLICT WITH WATER MAIN)18" MIN.381 LF 8" PVC SANITARY SEWER @ 0.44% 12" GATE VALVE (WATER) 12"x8" TEE 12" GATE VALVE (WATER) FIRE HYDRANT ASSEMBLY (TYP) APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP)12" PVC WATER MAIN (C900, DR14) 10" PVC WATER MAIN (C900, DR14) 12" GATE VALVE (WATER) 12"x8" TEE 12" GATE VALVE (WATER) 12"x10" REDUCER PERMANENT BACTERIAL SAMPLE POINT C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:13:54 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:04:18 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-204ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 10+00 - STA 15+00) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-204ST C-204 13 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 177 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.9713.2012.51SCALE:1" = 20'T T T T 15+00 16+00 17+00 18+00 19+00 20+00 MATCH LINE - SEE SHEET C-204MATCH LINE - SEE SHEET C-206FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) STR #: FS-29 JUNCTION BOX - ROUND RIM ELEV = 15.80 INV (S) ELEV = 8.10 (OUT) STR #: FS-28 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 8.10 (IN) INV (S) ELEV = 9.00 (OUT) 32 LF 18" RCP @ 0.00% STR #: FS-27 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (W) ELEV = 6.10 (IN) INV (N) ELEV = 9.00 (IN) INV (E) ELEV = 2.00 (OUT) 236 LF 42" RCP @ 0.00% 27 LF 18" RCP @ 0.00% SSMH #: 3 RIM ELEV = 14.97 INV (N) ELEV = 8.18 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 4 RIM ELEV = 15.29 INV (E) ELEV = 6.28 (IN) INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 6.13 (OUT) 381 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 394 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) FIRE HYDRANT ASSEMBLY (TYP) 8" TEMPORARY BLOW-OFF (TYP) 14.80 15.04 14.80 FIRE HYDRANT ASSEMBLY WITH TBSP 50' PRIVATE R.O.W.10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E.24' PAVEMENTSINGLE SEWER SERVICE  = 7.00 TO INCLUDE CLEANOUT WITH ELECTRONIC MARKER AND CONCRETE COLLAR (TYP) 8" WATER GATE VALVE 10" PVC WATER MAIN (C900 DR14) 10" WATER GATE VALVE 8" TEMPORARY BLOW-OFF (TYP) 5' CONCRETE SIDEWALK (TYP) 15.54 15.78 15.54 TYPE "F" CURB AND GUTTER (TYP) 10" WATER GATE VALVE 10"x8" TEE 8" PVC WATER MAIN (C900 DR14) 6" PVC SANITARY SEWER LATERAL @ 1.04% (MIN) (TYP) 10"x8" TEE 10" WATER GATE VALVE 18' C.U.E. 15.58 15.82 15.58 15.13 15.37 15.13 LIGHT POLE (BY OTHERS) (TYP) LIGHT POLE (BY OTHERS) (TYP) 10" WATER GATE VALVE 10"x8" TEE 8" TEMPORARY BLOW-OFF (TYP) 15' C.U.E.15' D.E. SINGLE SEWER SERVICE  = 7.00 TO INCLUDE CLEANOUT WITH ELECTRONIC MARKER AND CONCRETE COLLAR (TYP) 15' C.U.E.15' C.U.E.15' C.U.E.15' C.U.E. TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK (TYP) 14.5 15.815.815.8 15.0 14.8 8" TEMPORARY BLOW-OFF (TYP) 10" WATER GATE VALVE 45° ELBOW 45° ELBOW 5' MIN. TRACT LINE (TYP) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) PBSP 2 4 6 8 10 12 14 16 18 2 4 6 8 10 12 14 16 18 14+90 15+00 15+20 15+40 15+60 15+80 16+00 16+20 16+40 16+60 16+80 17+00 17+20 17+40 17+60 17+80 18+00 18+20 18+40 18+60 18+80 19+00 19+20 19+40 19+60 19+80 20+00 EGL = 12.33PGL = 15.78EGL = 12.33PGL = 15.74EGL = 12.40PGL = 15.65EGL = 12.48PGL = 15.57EGL = 12.56PGL = 15.48EGL = 12.65PGL = 15.39EGL = 12.73PGL = 15.30EGL = 12.81PGL = 15.22EGL = 12.89PGL = 15.13EGL = 12.95PGL = 15.04EGL = 13.00PGL = 15.10EGL = 13.01PGL = 15.17EGL = 12.90PGL = 15.24EGL = 12.78PGL = 15.30EGL = 12.62PGL = 15.37EGL = 12.46PGL = 15.43EGL = 12.29PGL = 15.50EGL = 12.12PGL = 15.57EGL = 11.96PGL = 15.63EGL = 11.79PGL = 15.70EGL = 11.63PGL = 15.76EGL = 11.52PGL = 15.74EGL = 11.52PGL = 15.67EGL = 11.52PGL = 15.60EGL = 11.53PGL = 15.54EGL = 11.53PGL = 15.47EGL = 11.53PGL = 15.41SSMH #: 4 (DROP MH)RIM ELEV = 15.29INV (E) ELEV = 6.28 (IN)INV (S) ELEV = 8.00 (IN)INV (W) ELEV = 6.13 (Out)-0.44%0.33% -0.33%PVI ELEV = 15.04PVI STA = 16+60.57PVI ELEV = 15.78PVI STA = 18+85.7830" MIN.48" MAX(36" MIN UNDERPAVEMENT)18" RCP (NO CONFLICT WITH WATER MAIN)18. MIN.381 LF 8" PVC SANITARY SEWER @ 0.44% 394 LF 8" PVC SANITARY SEWER @ 0.44% 10"x8" TEE 10" GATE VALVE (WATER) 10" GATE VALVE (WATER) 10"x8" TEE 10" GATE VALVE (WATER) 10" GATE VALVE (WATER) FIRE HYDRANT ASSEMBLY W/TBSP (TYP) FIRE HYDRANT ASSEMBLY (TYP) 10"x8" TEE 10" GATE VALVE (WATER) 10" GATE VALVE (WATER) APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP)10" PVC WATER MAIN (C900, DR14) 10" PVC WATER MAIN (C900, DR14) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:15:20 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:04:53 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-205ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 15+00 - STA 20+00) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-205ST C-205 14 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 178 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 11.5611.5213.0013.7113.266.716.3314.8912.25SCALE:1" = 20'T FD 20+00 21+00 22+00 23+00 MATCH LINE - SEE SHEET C-205FOUNDERS SQUARE DRIVE (PRIVATE R.O.W.) STR #: FS-32 JUNCTION BOX - ROUND RIM ELEV = 15.74 INV (S) ELEV = 8.10 (OUT) STR #: FS-31 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 8.10 (IN) INV (S) ELEV = 10.50 (OUT) 27 LF 18" RCP @ 0.00% 32 LF 24" RCP @ 0.00% STR #: FS-30 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 10.50 (IN) INV (W) ELEV = 2.00 (IN) INV (E) ELEV = 2.00 (OUT) 117 LF 48" RCP @ 0.00% STR #: FS-33 JUNCTION BOX - ROUND RIM ELEV = 15.65 INV (NE) ELEV = 9.90 (IN) INV (W) ELEV = 2.00 (IN) INV (S) ELEV = 2.20 (OUT) 46 LF 54" RCP @ 0.00% STR #: FS-36 GRATE INLET W/ SIDE INLETS GRATE ELEV = 13.50 SIDE INLET ELEV (W) = 12.00 SIDE INLET ELEV (E) = 12.00 SIDE INLET ELEV (S) = 12.00 INV (N) ELEV = 2.20 (IN) INV (S) ELEV = 2.20 (OUT) (KNOCK OUT 54" RCP) 54 LF 30" RCP @ 0.18% STR #: FS-35 JUNCTION BOX - ROUND RIM ELEV = 14.71 INV (N) ELEV = 10.00 (IN) INV (SW) ELEV = 10.00 (OUT) 394 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26)SSMH #: 2 RIM ELEV = 15.10 INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 8.00 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 1 RIM ELEV = 15.80 INV (N) ELEV = 8.18 (OUT)293 LF 30" RCP @ 0.20%AUTOMATIC FLUSHED DEVICE FIRE HYDRANT ASSEMBLY TEMPORARY BLOW-OFF 10" WATER GATE VALVE SINGLE SEWER SERVICE  = 7.00 TO INCLUDE CLEANOUT WITH ELECTRONIC MARKER AND CONCRETE COLLAR (TYP) 5' CONCRETE SIDEWALK (TYP) 5' SIDEWALK (TYP)50' PRIVATE R.O.W.10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E.24' PAVEMENT10" PVC WATER MAIN (C900 DR14) 14.80 15.04 14.80 15.26 15.50 15.26 TYPE "F" CURB (TYP) 15.13 15.37 15.13 6" PVC SANITARY SEWER LATERAL @ 1.04% (MIN) (TYP) 18' C.U.E. 15' D.E. LIGHT POLE (BY OTHERS) (TYP) 5' CURB TRANSITION (TYP) 2' VALLEY GUTTER USE EXISTING FARM DITCH AS TEMPORARY CONVEYANCE SWALE TO LAKE #3 (REF.CROSS SECTION) 6' CONCRETE SIDEWALK (TYP) 15.04 15.28 15.04 15.12 15.36 15.12 15.8 14.4 14.2 15' C.U.E.15' C.U.E.15' D.E. 10' P.U.E. / L.B.E. FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) 15' TYPE "B" L.B.E. 15' TYPE "B" L.B.E. PROPERTY LINE (TYP) BENT CREEK (SINGLE FAMILY RESIDENTIAL) (PUD) DIAMET E R 1 0 ' T E M P O R A R Y LIMERO C K E M E R G E N C Y V E H I C L E TURNAR O U N D 111 RIP-RAP WITH FILTER FABRIC UNDERLAYMENT FOR EROSION CONTROL 6 8 10 12 14 16 18 20 6 8 10 12 14 16 18 20 20+00 20+20 20+40 20+60 20+80 21+00 21+20 21+40 21+60 21+80 22+00 22+20 22+40 22+60 22+80 23+00 EGL = 11.53PGL = 15.41EGL = 11.53PGL = 15.34EGL = 11.53PGL = 15.27EGL = 11.53PGL = 15.21EGL = 11.51PGL = 15.14EGL = 11.49PGL = 15.08EGL = 11.68PGL = 15.07EGL = 12.00PGL = 15.13EGL = 12.32PGL = 15.20EGL = 12.65PGL = 15.27EGL = 12.98PGL = 15.33EGL = 9.37PGL = 15.40EGL = 8.74PGL = 15.46EGL = 13.38PGL =EGL =PGL =EGL =PGL =SSMH #: 2RIM ELEV = 15.10INV (S) ELEV = 8.00 (IN)INV (W) ELEV = 8.00 (Out)-0.33%0.33%PVI ELEV = 15.04PVI STA = 21+11.00PVI ELEV = 15.50PVI STA = 22+51.4830" MIN.48" MAX.(36" MINUNDERPAVEMENT)24" RCP (NO CONFLICT WITH WATER MAIN)18" MIN.394 LF 8" PVC SANITARY SEWER @ 0.44% FIRE HYDRANT ASSEMBLY (TYP) 10" GATE VALVE (WATER) APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP)10" PVC WATER MAIN (C900, DR14) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'12.0912.00 X X X X X X X X X X X X X X X X X X X 3+00SCALE:1" = 20'SSMH #: 15 RIM ELEV = 15.29 INV (N) ELEV = -0.64 (IN) INV (S) ELEV = 1.18 (IN) INV (E) ELEV = -0.79 (OUT) SSMH #: PUMP STATION RIM ELEV = 16.25 INV (W) ELEV = -0.94 (IN) 59 LF 12" PVC SANITARY SEWER @ 0.26% (SDR 26)168 LF 10" PVCSANITARY SEWER @ 0.32% (SDR 26)69 LF 8" PVCSANITARY SEWER @ 0.44%(SDR 26)CHAIN LINK FENCE FOR PUMP STATION ENCLOSURE 50' PRIVATE R.O.W.10' P.U.E. / L.B.E.10' P.U.E. / L.B.E. 24' PAVEMENTFOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (18.18 AC) 40'50'15.8 16.0 15.816.015.8100 LF 60" RCP @ 0.00%STR #: FS-17 RIM ELEV = 15.22 WATER METER BOX (METER TO BE INSTALLED BY COLLIER COUNTY, SERVICE LEAD AND METER BOX TO BE INSTALLED BY CONTRACTOR) 1 1/2" PUMP STATION WATER SERVICE IN 4" PVC CASING 12"x11/2" TAPPING SADDLE 18' C.U.E.18' C.U.E.60' PRIVATE R.O.W. 10' P.U.E. / L.B.E.SEE SHEET C-202-4 -2 0 2 4 6 8 10 12 14 16 18 -4 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80 1+00SSMH #: PUMP STATIONRIM ELEV = 16.25INV (W) ELEV = -0.94 (IN)SSMH #: 15RIM ELEV = 15.29INV (N) ELEV = -0.64 (IN)INV (S) ELEV = 1.18 (IN)INV (E) ELEV = -0.79 (Out)59 LF 12" PVC SANITARY SEWER @ 0.26%EGL =PGL =EGL =PGL =EGL =PGL =EGL =PGL =EGL =PGL =EGL =PGL =18" MIN.60" RCP 12" PVC WATER MAIN (C900, DR14) REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:28:31 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:05:46 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-206ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS' SQUARE DR - (STA 20+00 - STA 23+00) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-206ST C-206 15 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). MH #15 TO P.S. #1 (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION)15' D.E. 9.A.1.e Packet Pg. 179 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.1411.8811.938.7612.3812.7912.6511.948.6114.6813.7712.5015.5015.1315.5115.6515.8015.3515.7416.1615.8515.9215.5416.0316.2315.7516.1316.3516.6416.8616.9516.6716.2016.5717.0316.7016.8017.0816.3116.7017.1816.9117.0617.3216.5416.9417.3517.0817.1917.4716.7215.6815.5115.1515.6015.6015.6215.5115.3215.0115.4415.3415.3214.9115.38SCALE:1" = 20' MATC H L I N E - S E E S H E E T C - 203 FOUNDERS' LANE (PRIVATE R.O.W.) STR #: FS-1 JUNCTION BOX - ROUND RIM ELEV = 15.80 INV (S) ELEV = 6.32 (OUT) STR #: FS-3 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (E) ELEV = 11.35 (OUT) 28 LF 15" RCP @ 0.21% 163 LF 42" RCP @ 0.07% STR #: FS-2 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (N) ELEV = 6.20 (IN) INV (W) ELEV = 11.29 (IN) INV (S) ELEV = 5.50 (OUT) 208 LF 42" R C P @ 0 . 0 0 % 8"x6" REDUCER FIRE HYDRANT ASSEMBLY 50' PRIVATE R.O.W.10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E.20'PAVEMENT8" PVC WATER MAIN (C900 DR14) 5' CONCRETE SIDEWALK (TYP) 5' CONCRETE' SIDEWALK (TYP) TYPE "F" CURB AND GUTTER (TYP) MATCH LINE - SEE S H E E T C - 203 ADA COMPLIANT TACTILE SURFACE (TYP) CURB RAMP (REF. DETAIL SHEET C-501) (TYP) GRADE BREAK (TYP) 12" WATER GATE VALVE 8" WATER GATE VALVE 12" TEE 12" WATER GATE VALVE 12" PVC WATER MAIN (C900 DR14) STR #: FS-4 JUNCTION BOX - ROUND RIM ELEV = 16.10 INV (N) ELEV = 5.50 (IN) INV (E) ELEV = 8.05 (IN) INV (SW) ELEV = 5.80 (OUT) 84 LF 36" RCP @ 0.22% SSMH #: 9 RIM ELEV = 15.95 INV (E) ELEV = 1.81 (IN) INV (SW) ELEV = 1.66 (OUT) 171 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 142 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 55'x35' SIGN EASEMENT LIGHT POLE (BY OTHERS) (TYP) R.O.W. DEDICATION (WIDTH VARIES)EXISTING IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY (TYP) PROJECT BOUNDARY (TYP) 20' TYPE "D" L.B.E. 20' TYPE "D" L.B.E. DIRECTORY SIGN (BY OTHERS) TYPE "F" CURB AND GUTTER (TYP) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) 45° ELBOW 45° ELBOW 5 MIN.T7+0 0 8+009+000+00 1+00 2+00 3+00 4+00 4+50T14.92 15.12 14.92 15.49 15.4915.07 15.07 15.36 15.36 15.87 15.6 9 15.28 15.28 16.06 15.75 15.82 15.71 15.68 15.27 15.56 15.48 15.59 15.62 15.8 15.8 15.69 IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 4 6 8 10 12 14 16 18 20 4 6 8 10 12 14 16 18 20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+50 EGL = 11.95PGL = 11.95EGL = 11.97PGL = 11.97EGL = 11.99PGL = 11.99EGL = 12.01PGL = 12.01EGL = 12.03PGL = 12.03EGL = 12.04PGL = 12.04EGL = 12.04PGL = 12.04EGL = 12.04PGL = 12.04EGL = 12.04PGL = 12.04EGL = 12.04PGL = 12.04EGL = 12.02PGL = 12.02EGL = 12.01PGL = 12.01EGL = 11.99PGL = 11.99EGL = 11.98PGL = 11.98EGL = 11.96PGL = 11.96EGL = 11.95PGL = 11.95EGL = 11.93PGL = 11.93EGL = 12.94PGL = 12.94EGL = 13.23PGL = 13.23EGL = 15.82PGL = 15.82EGL = 15.68PGL = 15.68EGL = 16.16PGL = 16.16EGL = 16.45PGL = 16.45EGL = 16.22PGL = 16.220.50% -1.50% 2.17%2.00%-1.50% -0.33%PVI ELEV = 15.82PVI STA = 0+23.00PVI ELEV = 16.06PVI STA = 0+35.00PVI ELEV = 15.61PVI STA = 0+65.00PVI ELEV = 15.12PVI STA = 2+13.91PVI ELEV = 15.87PVI STA = 3+62.83PVI ELEV = 15.49PVI STA = 3+88.15PVI ELEV = 16.36PVI STA = 4+28.0130" MIN.48" MAX.(36" MINUNDERPAVEMENT)42" RCP 18" MINFIRE HYDRANT ASSEMBLY (TYP) 8" PVC WATER MAIN (C900, DR18)12"x8" TEE 8" GATE VALVE (WATER) APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP) 8"x6" REDUCER8" GATE VALVE (WATER) 8" PVC WATER MAIN (C900, DR14) 8" PVC WATER MAIN (C900, DR14) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 2:38:17 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:06:27 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-207ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS LANE - (STA 0+00 - STA 4+50) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 3' P-BCHD-002-004 P-BCHD-002-004-207ST C-207 16 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 180 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 12.0812.5112.5715.6412.0211.8812.0712.0513.3114.9415.3914.0612.6311.9511.8111.7715.5815.6315.2015.5515.5315.7315.6815.5215.5515.2215.5215.4015.1315.4515.3115.1215.3415.2215.5615.6215.5415.6615.6715.5915.5415.8615.5615.9616.4916.5916.6016.4716.0216.5216.5216.5116.5016.5316.4616.4415.8616.3016.2316.2016.2816.2716.5216.4115.8116.4416.9416.4016.9916.3216.3917.0116.5016.8916.4216.0116.5017.0116.2616.8216.7516.8516.0716.6216.6016.5616.7516.8716.2616.4416.8716.8816.8216.7816.6716.8516.2916.7816.7316.8216.8416.9216.9716.3516.5017.0216.9516.9517.0216.9916.9216.3416.8816.9116.7816.8216.6116.7116.9916.7216.5616.8216.7617.1415.8415.4515.2915.7815.7115.6715.6515.6815.4215.7514.9914.9415.4315.0314.87SCALE:1" = 20'TT13+0014+0015+000+00 1+00 2+00 3+00 4+00 4+50 STR #: FS-24 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (E) ELEV = 11.35 (OUT) 66 LF 15" RCP @ 0.36% 164 LF 36" RCP @ 0. 0 0 % STR #: FS-22 GRATE INLET GRATE ELEV = 14.50 INV (S) ELEV = 9.50 (OUT) STR #: FS-23 THROAT INLET THROAT ELEV = (REF. DETAIL) INV (W) ELEV = 11.11 (IN) INV (N) ELEV = 9.50 (IN) INV (S) ELEV = -1.45 (OUT) 147 LF 42" RCP @ 0.00% 8" PVC WATER MAIN (C900 DR18)100' PRIVATE R.O.W.14'PAVEMENT12'TRAVELLANE12'TRAVELLANEFIRE HYDRANT ASSEMBLY (TYP) 5' CONCRETE SIDEWALK (TYP) 10' P.U.E. / L.B.E. 10' P.U.E. / L.B.E. TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB (TYP) TYPE "F" CURB AND GUTTER (TYP)14.81 14.81 15.48 FOUNDERS' PLACE (PRIVATE R.O.W.) MATCH LINE - SEE SHEETC-204 15.29 8"x6" REDUCER 15.90 15.77 15.45 15.64 15.18 15.18 15.77 15.86 15.93 16.2015.96 15.74 15.74 15.89 15.84 MATCH LINE - SEE SHEETC-204 50'x20' SIGN EASEMENT TEMPORARY BLOW-OFF (TYP)18'C.U.E.GRADE BREAK (TYP) 8" PVC WATER MAIN (C900 DR14) 8" WATER GATE VALVE 12" WATER GATE VALVE 12"x10" REDUCER 10" PVC WATER MAIN (C900 DR14) 12" PVC WATER MAIN (C900 DR14) 12"x8" CROSS 8" PVC WATER MAIN (C900 DR14) SSMH #: 5 RIM ELEV = 15.80 INV (N) ELEV = 8.18 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 6 RIM ELEV = 16.01 INV (E) ELEV = 4.45 (IN) INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 4.30 (OUT) 390 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26)381 LF 8" PVCSANITARY SEWER @ 0.44% (SDR 26)STR #: FS-26 JUNCTION BOX - ROUND RIM ELEV = 15.24 INV (N) ELEV = 10.00 (OUT) 35 LF 30" RCP @ 0.00% STR #: FS-25 JUNCTION BOX - ROUND RIM ELEV = 15.89 INV (N) ELEV = -1.45 (IN) INV (S) ELEV = 10.00 (IN) INV (E) ELEV = 6.10 (OUT) 236 LF 42" RCP @ 0.00% 10" WATER GATE VALVE ADA COMPLIANT TACTILE SURFACE (TYP) CURB RAMP (REF. DETAIL SHEET C-501) (TYP) WATER METER BOX (METER TO BE INSTALLED BY COLLIER COUNTY, SERVICE LEAD AND METER BOX TO BE INSTALLED BY CONTRACTOR) 8"x1 1/2" TAPPING SADDLE LIGHT POLE (BY OTHERS) (TYP) LIGHT POLE (BY OTHERS) (TYP) R.O.W. DEDICATION (WIDTH VARIES) EXISTING IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) IMMOKALEE ROAD(PUBLIC / COLLIER COUNTY R.O.W.)PROPERTY BOUNDARY (TYP) PROJECT BOUNDARY (TYP) DIRECTORY SIGN (BY OTHERS) 20' TYPE "D" L.B.E. 20' TYPE "D" L.B.E. FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) 10' P.U.E. / L.B.E. 5' CONCRETE SIDEWALK (TYP)FOUNDERS' SQUARE DRIVE(PRIVATE R.O.W.)15.67 15.55 15.81 15.55 5' MIN. 45° ELBOW 45° ELBOW 1 1/2" PUMP STATION WATER SERVICE IN 4" PVC CASING TYPE "F" CURB AND GUTTER (TYP) IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. 4 6 8 10 12 14 16 18 20 4 6 8 10 12 14 16 18 20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+50 EGL = 12.35PGL =EGL = 12.31PGL =EGL = 12.28PGL = 16.12EGL = 12.25PGL = 15.82EGL = 12.22PGL = 15.70EGL = 12.18PGL = 15.63EGL = 12.14PGL = 15.57EGL = 12.09PGL = 15.50EGL = 12.04PGL = 15.43EGL = 11.99PGL = 15.41EGL = 11.96PGL = 15.48EGL = 11.93PGL = 15.55EGL = 11.97PGL = 15.62EGL = 12.02PGL = 15.70EGL = 11.95PGL = 15.77EGL = 12.09PGL = 15.84EGL = 12.63PGL = 15.80EGL = 13.84PGL = 15.59EGL = 15.16PGL = 15.38EGL = 15.51PGL =EGL = 15.91PGL =EGL = 16.80PGL =EGL = 15.97PGL =EGL = 15.77PGL =0.35%-1.05% 2.00% -0.33% -1.50%PVI ELEV = 15.96PVI STA = 0+23.00PVI ELEV = 16.20PVI STA = 0+35.00PVI ELEV = 15.75PVI STA = 0+65.00PVI ELEV = 15.39PVI STA = 1+73.49PVI ELEV = 15.88PVI STA = 3+11.98PVI ELEV = 15.31PVI STA = 3+66.5230" MIN.48" MAX.(36" MINUNDERPAVEMENT)FIRE HYDRANT ASSEMBLY (TYP) 8" PVC WATER MAIN (C900, DR18) 8"x6" REDUCER 12"x12" TEE 8" GATE VALVE (WATER) APPROXIMATE PROFILE GRADE LINE (C/L OF ROADWAY) APPROXIMATE EX. GROUND (TYP) 8" PVC WATER MAIN (C900, DR14)C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'REVISIONS: No:Revision:Date: 00 5'10'20'40'60' Bar Scale: 1" = 20' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:20:23 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:07:08 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-208ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - FOUNDERS PLACE - (STA 0+00 - STA 4+50) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 3' P-BCHD-002-004 P-BCHD-002-004-208ST C-208 17 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 181 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'12.09 X X X X X X X X X X X X X X X X X X X 2+003+0050' PRIVATE R.O.W.10' P.U.E. / L.B.E.10' P.U.E. / L.B.E. 24' PAVEMENTFOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (18.18 AC)SCALE:1" = 20'69 LF 8" PVCSANITARY SEWER @ 0.44%(SDR 26)SSMH #: 16 RIM ELEV = 15.80 INV (E) ELEV = 8.17 (OUT) 38 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 17 RIM ELEV = 15.06 INV (W) ELEV = 8.00 (IN) INV (E) ELEV = 1.67 (IN) INV (N) ELEV = 1.48 (OUT) 52 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 18 RIM ELEV = 16.00 INV (W) ELEV = 1.90 (OUT)18' C.U.E.18' C.U.E.100 LF 60" RCP @ 0.00%STR #: FS-18 INLET ELEV = 15.23 STR #: FS-19 INLET ELEV = 15.21 -2 0 2 4 6 8 10 12 14 16 18 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+50 38 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 16RIM ELEV = 15.80INV (E) ELEV = 8.17 (Out)SSMH #: 18RIM ELEV = 16.00INV (W) ELEV = 1.90 (Out)52 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 17RIM ELEV = 15.06INV (W) ELEV = 8.00 (IN)INV (E) ELEV = 1.67 (IN)INV (N) ELEV = 1.48 (Out)EGL = 11.97PGL = 11.97EGL = 11.99PGL = 11.99EGL = 12.00PGL = 12.00EGL = 12.01PGL = 12.01EGL = 12.01PGL = 12.01EGL = 12.00PGL = 12.00EGL = 12.00PGL = 12.00EGL = 11.99PGL = 11.99EGL = 11.98PGL = 11.9818" MIN.60" RCP 18" MIN.NOCONFLICTDROP CONNECTION INV (S) ELEV = 1.82 12" PVC WATER MAIN (C900, DR14)TT4+005+00SCALE:1" = 20'FOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)SSMH #: 14 RIM ELEV = 15.40 INV (N) ELEV = 0.05 (IN) INV (E) ELEV = 4.32 (IN) INV (S) ELEV = -0.10 (OUT) 42 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 13 RIM ELEV = 15.80 INV (W) ELEV = 4.50 (OUT)89 LF 10" PVCSANITARY SEWER @ 0.32% (SDR 26)168 LF 10" PVCSANITARY SEWER @ 0.32% (SDR 26)18' C.U.E.64 LF 60" RCP @ 0.05%STR #: FS-16 RIM ELEV = 15.85 STR #: FS-15 RIM ELEV = 15.70 10' P.U.E. / L.B.E. 50' P R I V A T E R . O . W . 10' P.U.E. / L.B.E.SEE SHEET C-202-4 -2 0 2 4 6 8 10 12 14 16 18 -4 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80SSMH #: 13RIM ELEV = 15.80INV (W) ELEV = 4.50 (Out)42 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 14 (DROP MH)RIM ELEV = 15.40INV (N) ELEV = 0.05 (IN)INV (E) ELEV = 4.32 (IN)INV (S) ELEV = -0.10 (Out)EGL = 12.36PGL = 12.36EGL = 12.33PGL = 12.33EGL = 12.29PGL = 12.29EGL = 12.26PGL = 12.26EGL = 12.22PGL = 12.2218" MIN. NO CONFLICT 60" RCP DROP CONNECTION INV (N) ELEV = 0.20 -2 0 2 4 6 8 10 12 14 16 18 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80 EGL = 11.97PGL = 15.75EGL = 11.96PGL = 15.75EGL = 12.06PGL = 15.50EGL = 12.17PGL = 15.27EGL = 12.27PGL = 15.50SSMH #: 11 (DROP MH)RIM ELEV = 15.27INV (NE) ELEV = 0.91 (IN)INV (NW) ELEV = 8.00 (IN)INV (SW) ELEV = 0.76 (Out)40 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 10RIM ELEV = 15.30INV (SE) ELEV = 8.18 (Out)18" MIN.DROP CONNECTION INV (N) ELEV = 1.06 12" PVC WATER MAIN (C900, DR14)11.9312.296+007+0 0 TTSCALE:1" = 20'FOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)18.02' C.U.E. SSMH #: 10 RIM ELEV = 15.30 INV (SE) ELEV = 8.18 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 11 RIM ELEV = 15.27 INV (NE) ELEV = 0.91 (IN) INV (NW) ELEV = 8.00 (IN) INV (SW) ELEV = 0.76 (OUT) 171 L F 8" P V C SANI T A R Y S E W E R @ 0. 4 4 % ( S D R 2 6)86 LF 10" PVCSANITARY SEWER @ 0.32% (SDR 26) 12" PVC WATER MAIN (C900, DR14) SEE S H E ET C-203 -2 0 2 4 6 8 10 12 14 16 18 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80 EGL = 11.97PGL = 15.75EGL = 11.96PGL = 15.75EGL = 12.06PGL = 15.50EGL = 12.17PGL = 15.27EGL = 12.27PGL = 15.50SSMH #: 11 (DROP MH)RIM ELEV = 15.27INV (NE) ELEV = 0.91 (IN)INV (NW) ELEV = 8.00 (IN)INV (SW) ELEV = 0.76 (Out)40 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 10RIM ELEV = 15.30INV (SE) ELEV = 8.18 (Out)18" MIN.DROP CONNECTION INV (N) ELEV = 1.06 12" PVC WATER MAIN (C900, DR14)19.2920.6213.5240.949+0010+00FOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)SCALE:1" = 20'18' C.U.E.SSMH #: 8 RIM ELEV = 15.62 INV (E) ELEV = 2.59 (IN) INV (S) ELEV = 5.68 (IN) INV (W) ELEV = 2.44 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 7 RIM ELEV = 15.76 INV (N) ELEV = 5.50 (OUT)390 LF 8" PVCSANITARY SEWER @ 0.44% (SDR 26)142 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) 50' PRIVATE R.O.W.10' P.U.E. / L.B.E.10' P.U.E. / L.B.E.259 LF 36" RCP @ 0.09%SEE SHEET C-203REVISIONS: No:Revision:Date: 00 ############## Bar Scale: 1" = ### CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:37:23 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:08:30 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-209ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - MISC. SANITARY SEWER (1) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-209ST C-209 18 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). MH #17 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) MH #14 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) MH #11 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) MH #8 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) 9.A.1.e Packet Pg. 182 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) C-201 C-202C-20 3 C-204 C-205 C-206-L C-206-R C-207C-208SCALE:1" = 800'-2 0 2 4 6 8 10 12 14 16 18 -2 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80SSMH #: 8 (DROP MH)RIM ELEV = 15.62INV (E) ELEV = 2.59 (IN)INV (S) ELEV = 5.68 (IN)INV (W) ELEV = 2.44 (Out)40 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 7RIM ELEV = 15.76INV (N) ELEV = 5.50 (Out)EGL = 12.21PGL = 12.21EGL = 12.21PGL = 12.21EGL = 12.21PGL = 12.21EGL = 12.21PGL = 12.21EGL = 12.21PGL = 12.2136" RCP 18" MIN.DROP CONNECTION INV (N) ELEV = 2.74 12.29T13+0014+000+00 FOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)SSMH #: 6 RIM ELEV = 16.01 INV (E) ELEV = 4.45 (IN) INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 4.30 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 5 RIM ELEV = 15.80 INV (N) ELEV = 8.18 (OUT)381 LF 8" PVCSANITARY SEWER @ 0.44% (SDR 26)390 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26)18' C.U.E.SCALE:1" = 20'SEE SHEET C-20450' PRIVATE R.O.W.10' P.U.E. / L.B.E.10' P.U.E. / L.B.E. 0 2 4 6 8 10 12 14 16 18 20 0 2 4 6 8 10 12 14 16 18 20 0+00 0+20 0+40 0+60 0+80SSMH #: 6 (DROP MH)RIM ELEV = 16.01INV (E) ELEV = 4.45 (IN)INV (S) ELEV = 8.00 (IN)INV (W) ELEV = 4.30 (Out)40 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 5RIM ELEV = 15.80INV (N) ELEV = 8.18 (Out)EGL = 12.24PGL = 12.24EGL = 12.27PGL = 12.27EGL = 12.31PGL = 12.31EGL = 12.34PGL = 12.34EGL = 12.38PGL = 12.38DROP CONNECTION INV (N) ELEV = 4.60 13.20TT17+0018+00FOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)SSMH #: 4 RIM ELEV = 15.29 INV (E) ELEV = 6.28 (IN) INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 6.13 (OUT) 40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 3 RIM ELEV = 14.97 INV (N) ELEV = 8.18 (OUT)SCALE:1" = 20'18' C.U.E.SEE SHEET C-20550' PRIVATE R.O.W.10' P.U.E. / L.B.E.10' P.U.E. / L.B.E. 0 2 4 6 8 10 12 14 16 18 0 2 4 6 8 10 12 14 16 18 0+00 0+20 0+40 0+60 0+80SSMH #: 4 (DROP MH)RIM ELEV = 15.29INV (E) ELEV = 6.28 (IN)INV (S) ELEV = 8.00 (IN)INV (W) ELEV = 6.13 (Out)40 LF 8" PVC SANITARY SEWER @ 0.44%SSMH #: 3RIM ELEV = 14.97INV (N) ELEV = 8.18 (Out)EGL = 12.75PGL = 12.75EGL = 12.81PGL = 12.81EGL = 12.84PGL = 12.84EGL = 12.85PGL = 12.85EGL = 12.86PGL = 12.8618" MIN.42" RCP DROP CONNECTION INV (N) ELEV = 6.43 11.5613.00TFD21+0022+00FUTURE DEVELOPMENT (TRACT "L") (18.18 AC)18'C.U.E.394 LF 8" PVCSANITARY SEWER @ 0.44% (SDR 26)SSMH #: 2 RIM ELEV = 15.10 INV (S) ELEV = 8.00 (IN) INV (W) ELEV = 8.00 (OUT)40 LF 8" PVC SANITARY SEWER @ 0.44% (SDR 26) SSMH #: 1 RIM ELEV = 15.80 INV (N) ELEV = 8.18 (OUT)FOUNDERS SQUARE DRIVE(PRIVATE R.O.W.)SCALE:1" = 20'SEE SHEET C-20650' PRIVATE R.O.W.10' P.U.E. / L.B.E.10' P.U.E. / L.B.E. REVISIONS: No:Revision:Date: 00 ############## Bar Scale: 1" = ### CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/11/2019 3:54:09 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:09:36 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-210ST.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: KEYMAP: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PLAN AND PROFILE - MISC. SANITARY SEWER (2) BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 20' 1" = 2' P-BCHD-002-004 P-BCHD-002-004-210ST C-210 19 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). MH #6 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) MH #4 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) MH #2 TO FUTURE COMMERCIAL STUBOUTS (VIEW SHOWN FOR SANITARY SEWER PROFILE PURPOSES ONLY, REFERENCE PREVIOUS SITE PLANS FOR REMAINING UTILITY DESIGN INFORMATION) 9.A.1.e Packet Pg. 183 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XWM XWM XWM XWM XWM XWM XWM BTV BTV SCALE:1" = 200'L 302 A 301 C 301 D 301 E 301 F 301 J 301 H 301 H 301 I 301 G 301 C 301M 302 N 302 S 302 B 301 M 301 N 302 P 302 O 302 P 302 Q 302 R 302 S 302T 302 K 301 B SCALE: 1" = 10' SECTION A SCALE: 1" = 10' SECTION F SCALE: 1" = 10' SECTION G SCALE: 1" = 10' SECTION H SCALE: 1" = 10' SECTION I SCALE: 1" = 10' SECTION J SCALE: 1" = 10' SECTION E SCALE: 1" = 10' SECTION C SCALE: 1" = 10' SECTION D SCALE: 1" = 10' SECTION K SCALE: 1" = 10' SECTION ⅊ FOUNDERS' SQUARE TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10'5' (SOD) 10 1 3 1 REQ'D TOP OF BERM ELEV = 14.6 2' (SOD) ⅊ FOUNDERS' SQUARE TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10'5' (SOD) 10 1 3 (MAX) 1 TOP OF BERM ELEV = 14.6 2' (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT ⅊ MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 15' TYPE "B" LANDSCAPE BUFFER 10'5' (SOD) FOUNDERS' SQUARE AVERAGE EXISTING GROUND ELEV = VARIES 10 1 3 (MAX) 1 ROUGH FILL ELEV = 14.6± TOP OF BERM ELEV = 14.6 BENT CREEK (SINGLE FAMILY RESIDENTIAL) FUTURE COMMERCIAL DEVELOPMENT EX. IMMOKALEE ROAD TRAVEL LANE ⅊ FOUNDERS' SQUARE IMMOKALEE ROAD R.O.W. FUTURE COMMERCIAL DEVELOPMENT VARIES20' TYPE "D" LANDSCAPE BUFFER MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 4 1 6'10' (SOD) 1 20 4' (SOD) ROUGH FILL ELEV = 14.6± TOP OF BERM ELEV = 14.6 FUTURE COMMERCIAL DEVELOPMENT ⅊ FOUNDERS' SQUARE IMMOKALEE ROAD R.O.W. VARIES EX. IMMOKALEE ROAD TRAVEL LANE 20' TYPE "D" LANDSCAPE BUFFER MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 10' (SOD) 1 20 4' (SOD) ROUGH FILL ELEV = 14.6± TOP OF BERM ELEV = 14.6 FUTURE COMMERCIAL DEVELOPMENT ⅊ FOUNDERS' SQUARE IMMOKALEE ROAD R.O.W. 23' EX. IMMOKALEE ROAD TRAVEL LANE 20' TYPE "D" LANDSCAPE BUFFER MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 3 (MAX) 1 6'10' (SOD)PROPOSED RIGHT TURN LANE TOP OF BERM ELEV = 14.6 ⅊ 20' TYPE "D" LANDSCAPE BUFFER FOUNDERS' SQUAREIMMOKALEE ROAD R.O.W. / SFWMD DRAINAGE EASEMENT EX. 10' ASPHALT PATH 19'± FUTURE COMMERCIAL DEVELOPMENT MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 3 (MAX) 1 10' (SOD) 4' (SOD) 15' TYPE "B" LANDSCAPE BUFFER 10'5' (SOD) 10 1 3 (MAX) 1 FUTURE RESIDENTIAL DEVELOPMENT VARIES (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 3' (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE ⅊ ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE 13' (SOD) CE = 11.47 FT-NAVD LAKE AVERAGE EXISTING GROUND ELEV = 12.0± INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 4 1 10 1 20' LAKE MAINTENANCE AND ACCESS EASEMENT FUTURE RESIDENTIAL DEVELOPMENT CE = 11.47 FT-NAVD 16'± (SOD) 8'± LITTORAL PLATING 10'±10'±13'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 10'± 4 1 8 1 2 1 4 1 8 1 2 1 BOTTOM OF FLOW WAY ELEV = 5.5± FLOW WAY / LITTORAL PLANTING ⅊ FOUNDERS' SQUARE TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10'5' (SOD) 10 1 3 (MAX) 1 TOP OF BERM ELEV = 14.6 2' (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 13' (SOD) CE = 11.47 FT-NAVD LAKE AVERAGE EXISTING GROUND ELEV = 12.0± INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 4 1 2 1 2 1 BENT CREEK (SINGLE FAMILY RESIDENTIAL) FOUNDERS' SQUARE TOP OF BERM ELEV = 14.6 8' CONCRETE SIDEWALK 9' (SOD) 6' 8' CONCRETE SIDEWALK 7' (SOD) 8' CONCRETE SIDEWALK REQ'D TOP OF BERM ELEV = 14.6 BOTTOM OF CANAL ELEV = 6.0± ⅊ FOUNDERS' SQUARE BENT CREEK PRESERVE AREA 15' TYPE "B" LANDSCAPE BUFFER 10'5' (SOD) 10 1 3 (MAX) 1 TOP OF BERM ELEV = 14.6 2' (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 13' (SOD) CE = 11.47 FT-NAVD LAKE AVERAGE EXISTING GROUND ELEV = 12.0± INSTALL DOUBLE ROW SILT FENCE ADJACENT TO OFFSITE WETLAND PRESERVE 4 1 2 1 7'± (SOD) 2'± (SOD) 13'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT REQ'D TOP OF BERM ELEV = 14.6 CE = 11.47 FT-NAVD4 1 2 1 4 1 AVERAGE EXISTING GROUND ELEV = 11.5± FOUNDERS' SQUARE LAKE 10 1 ⅊ EX. 10' ASPHALT PATH 19'± IMMOKALEE ROAD R.O.W. / SFWMD DRAINAGE EASEMENT 20' TYPE "D" LANDSCAPE BUFFER 8'± 3 (MAX) 1 8'± LITTORAL PLATING RIP-RAP FLOW WAY SIDE SLOPES (TYP) ROUGH FILL ELEV = 14.6± (FILL NOT IN PPL CONSTRUCTION CONTRACT) ROUGH FILL ELEV = 14.6± (FILL NOT IN PPL CONSTRUCTION CONTRACT) AWSWT = 11.47 FT-NAVD AWSWT = 11.47 FT-NAVD AWSWT = 11.47 FT-NAVD ROUGH FILL ELEV = 14.6± AWSWT = 11.47 FT-NAVD ROUGH FILL ELEV = 14.6± CANAL AWSWT = 11.5± FT-NAVD AWSWT = 11.47 FT-NAVD 2' FLAT (SOD) 2' FLAT (SOD) 2' FLAT (SOD) 2' FLAT (SOD) 2' FLAT (SOD) CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH PPL EARTHWORK CONTRACTOR TO TIE BACK TO EXISTING GROUND CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH TEMPORARY SWALE EXISTING FARM SWALE TO BE CLEANED OF VEGETATION AND GRADES RESTORED PPL EARTHWORK CONTRACTOR TO TIE BACK TO EXISTING GRADE CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH 15' DRAINAGE EASEMENT 30" RCP CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE CORDGRASS (1 GAL) AT 3' ON CENTER WITH MULCH REVISIONS: No:Revision:Date: 00 50'100'200'400'600' Bar Scale: 1" = 200' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:38:39 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:09:58 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-301CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE CROSS SECTIONS MAP AND CROSS SECTIONS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 200' N.T.S. P-BCHD-002-004 P-BCHD-002-004-301CS C-301 20 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AT A MINIMUM, A ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG ALL SIDEWALKS OR OTHER HARDSCAPE/PAVED SURFACES, UNLESS INDICATED OTHERWISE ON THE APPROVED LANDSCAPE ARCHITECTURAL PLANS. 6.AT A MINIMUM, ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG BACK OF CURB FOR ALL TYPICAL ROADWAY SECTIONS. 7.ALL UNPAVED AREAS WITHIN RIGHT-OF-WAY SHALL BE SEEDED AND MULCHED OR COVERED WITH OTHER SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. 8.ALL OPEN SPACE/LANDSCAPE AREAS OUTSIDE OF RIGHT-OF-WAY SHALL BE COVERED WITH A SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. 9.A.1.e Packet Pg. 184 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XWM XWM XWM XWM XWM XWM XWM SCALE:1" = 200'L 302 A 301 C 301 D 301 E 301 F 301 J 301 H 301 H 301 I 301 G 301 C 301M 302 K 301 N 302 S 302 B 301 M 301 N 302 P 302 O 302 P 302 Q 302 R 302 S 302T 302 L SCALE: 1" = 10' SECTION M SCALE: 1" = 10' SECTION N SCALE: 1" = 10' SECTION P SCALE: 1" = 10' SECTION O SCALE: 1" = 10' SECTION Q SCALE: 1" = 10' SECTION R SCALE: 1" = 10' SECTION S SCALE: 1" = 10' SECTION T SCALE: 1" = 10' SECTION 6' CONCRETE SIDEWALK 3' (SOD) 2%2% 6' CONCRETE SIDEWALK 2'22' TRAVEL LANE 20'12' TRAVEL LANE TYPE "F" CURB AND GUTTER (TYP) TYPE "F" CURB AND GUTTER (TYP)TYPE "F" CURB AND GUTTER (TYP) 75' R.O.W. (PRIVATE) ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE ASPHALT CONCRETE LIMEROCK BASE STABILIZED SUBGRADE ROUGH FILL ELEV = 14.6± (FILL NOT IN PPL CONSTRUCTION CONTRACT) 1 4 7.5'± (SOD) 12.5'± (SOD) LAKE AVERAGE EXISTING GROUND ELEV = 12.2 FT-NAVD FOUNDERS' SQUARE TOP OF BANK ELEV = 14.6 C.E. = 11.47 FT-NAVD 20' LAKE MAINTENANCE AND ACCESS EASEMENT 1 4 1 4 TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK 50' PRIVATE R.O.W. 12' TRAVEL LANE2'12' TRAVEL LANE 2'6' (SOD) 5' CONCRETE SIDEWALK ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE 6' (SOD) 10' P.U.E. / L.B.E. (SOD) AVERAGE EXISTING GROUND ELEV = 12.0± FT-NAVD 1 20 ROUGH FILL ELEV = 14.6± FUTURE COMMERCIAL DEVELOPMENT FOUNDERS' SQUARE 10' P.U.E. (SOD) FUTURE COMMERCIAL DEVELOPMENT 10'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT TOP OF BANK ELEV = 14.5± C.E. = 11.47 FT-NAVD4 1 2 1 4 1 LAKE 10' P.U.E. / LBE FUTURE COMMERCIAL DEVELOPMENT 20 1 ⅊ FOUNDERS' SQUARE TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) 15' TYPE "B" LANDSCAPE BUFFER 10' (SHRUBS) 5' (SOD) 10 1 3 1 REQ'D TOP OF BERM ELEV = 14.6 2' (SOD) MATCH EXISTING GROUND AND INSTALL SINGLE ROW SILT FENCE AT PROPERTY LINE 10 1 20' LAKE MAINTENANCE AND ACCESS EASEMENT CE = 11.47 FT-NAVD 12.5'± (SOD) 8'± LITTORAL PLATING 10'±10'±13'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT 10'± 4 1 8 1 2 1 4 1 8 1 2 1 BOTTOM OF FLOW WAY ELEV = 5.5± TOP OF BANK ELEV = 14.6± FLOW WAY / LITTORAL PLANTING 8'± LITTORAL PLATING RIP-RAP FLOW WAY SIDE SLOPES (TYP) 7.5'± 7.5'± (SOD) 12.5'± (SOD) 20' LAKE MAINTENANCE AND ACCESS EASEMENT TOP OF BANK ELEV = 14.6 C.E. = 11.47 FT-NAVD4 1 2 1 4 1AVERAGE EXISTING GROUND ELEV = 12.2± FOUNDERS' SQUARE LAKE ROUGH FILL ELEV = 14.6± FUTURE RESIDENTIAL DEVELOPMENT ROUGH FILL ELEV = 14.6± FUTURE RESIDENTIAL DEVELOPMENT ROUGH FILL ELEV = 14.6± AWSWT = 11.47 FT-NAVD TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK 50' PRIVATE R.O.W. 10' TRAVEL LANE 2' 10' TRAVEL LANE 2'8' (SOD) 5' CONCRETE SIDEWALK ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE 7.96' (SOD) 10' P.U.E. / L.B.E. (SOD) AVERAGE EXISTING GROUND ELEV = 12.0± FT-NAVD 1 20 ROUGH FILL ELEV = 14.6± FUTURE COMMERCIAL DEVELOPMENT FOUNDERS' SQUARE 10' P.U.E. (SOD) FUTURE COMMERCIAL DEVELOPMENT ROUGH FILL ELEV = 14.6± AWSWT = 11.47 FT-NAVD TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK 100' PRIVATE R.O.W. 24' TRAVEL LANE 2' 14' TRAVEL LANE 2'19' (SOD) 5' CONCRETE SIDEWALK ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE 9' (SOD) 10' P.U.E. / L.B.E. (SOD) AVERAGE EXISTING GROUND ELEV = 12.0± FT-NAVD 1 20 ROUGH FILL ELEV = 14.6± FUTURE COMMERCIAL DEVELOPMENT FOUNDERS' SQUARE 10' P.U.E. (SOD) FUTURE COMMERCIAL DEVELOPMENT ROUGH FILL ELEV = 14.6± AWSWT = 11.47 FT-NAVD ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE TYPE "F" CURB AND GUTTER (TYP) FUTURE RESIDENTIAL DEVELOPMENT FOUNDERS' SQUARE 8" PVC FORCE MAIN 12" PVC WATER MAIN PPL EARTHWORK CONTRACTOR TO TIE BACK TO EXISTING GROUND 8" PVC SANITARY SEWER 12" PVC WATER MAIN ROUGH FILL ELEV = 14.6± (FILL NOT IN PPL CONSTRUCTION CONTRACT) PPL EARTHWORK CONTRACTOR TO TIE BACK TO EXISTING GROUND 42" RCP 8" PVC WATER MAIN RCP (SIZE AND LOCATION VARIES) 17.33' MEDIAN 2'2' TYPE "F" CURB AND GUTTER (TYP) 5' CONCRETE SIDEWALK 50' PRIVATE R.O.W. 12' TRAVEL LANE2'12' TRAVEL LANE 2'6' (SOD) 5' CONCRETE SIDEWALK ASPHALT CONCRETE STABILIZED SUBGRADE LIMEROCK BASE 6' (SOD) 10' P.U.E. / L.B.E. (SOD) AVERAGE EXISTING GROUND ELEV = 12.0± FT-NAVD 1 20 ROUGH FILL ELEV = 14.6± FUTURE COMMERCIAL DEVELOPMENT FOUNDERS' SQUARE 10' P.U.E. (SOD) FUTURE COMMERCIAL DEVELOPMENT ROUGH FILL ELEV = 14.6± (FILL NOT IN PPL CONSTRUCTION CONTRACT) AWSWT = 11.47 FT-NAVD 8" PVC SANITARY SEWER 12" PVC WATER MAIN RCP (SIZE AND LOCATION VARIES) PPL EARTHWORK CONTRACTOR TO TIE BACK TO EXISTING GROUND BOTTOM OF CANAL ELEV = 6.0 FT-NAVD BOTTOM OF CANAL ELEV = 6.0 FT-NAVD 1%1%1% 2' SHOULDER 6' CONCRETE SIDEWALKCONCRETE BRIDGE RAILING (REF. STRUCTURAL PLAN) 951 CANAL NORTH 2' SHOULDER 6' CONCRETE SIDEWALK CONCRETE BRIDGE RAILING (REF. STRUCTURAL PLAN) 951 CANAL NORTH 6" DHW = 12.60 FT-NAVD AWSWT = 11.47 FT-NAVD BRIDGE LOW CHORD ELEV = 14.60 FT-NAVD 84'± PROPOSED BRIDGE 11' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE 11' TRAVEL LANE11' TRAVEL LANE 2'11'± MEDIAN 6" 6"6" 6" 2' 8" D.I.P. FORCE MAIN 1% (MIN.)1% (MIN.)2%2% 18" PVC WATER MAIN RCP (SIZE AND LOCATION VARIES) FORCE MAIN AERIAL CROSSING AND PIPE SUPPORT TO BE INSTALLED PER SECTION 330518 OF THE COLLIER COUNTY UTILITY STANDARDS MANUAL 2' MIN. REVISIONS: No:Revision:Date: 00 50'100'200'400'600' Bar Scale: 1" = 200' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:31:34 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:10:20 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-302CS.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE CROSS SECTIONS MAP AND CROSS SECTIONS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 200' N.T.S. P-BCHD-002-004 P-BCHD-002-004-302CS C-302 21 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). CROSS SECTION NOTES 1.CONTRACTOR SHALL GRADE ALL OPEN SPACE/LANDSCAPE AREAS TO ALLOW FOR POSITIVE SURFACE WATER FLOW TO EXISTING/PROPOSED LAKES, SWALES, CATCH BASINS OR YARD DRAINS. 2.REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR BUFFERS, BERMS, FENCE AND WALL NOTES. 3.SODDING INCLUDES MAINTAINING SLOPES AND SOD UNTIL COMPLETION AND ACCEPTANCE OF TOTAL PROJECT OR GROWTH IS ESTABLISHED, WHICHEVER COMES LAST. UNTIL THEN, ALL EROSION, SILTATION, AND MAINTENANCE OF GRADES IS THE RESPONSIBILITY OF THE CONTRACTOR. 4.ALL PROPOSED GROUND ELEVATIONS ARE FINISHED SOD ELEVATIONS. FINISH EARTHWORK GRADING SHALL BE 0.2 FEET BELOW ELEVATIONS SHOWN TO ALLOW FOR SOD THICKNESS. 5.AT A MINIMUM, A ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG ALL SIDEWALKS OR OTHER HARDSCAPE/PAVED SURFACES, UNLESS INDICATED OTHERWISE ON THE APPROVED LANDSCAPE ARCHITECTURAL PLANS. 6.AT A MINIMUM, ONE FOOT OF STRIP SOD SHALL BE PLACED ALONG BACK OF CURB FOR ALL TYPICAL ROADWAY SECTIONS. 7.ALL UNPAVED AREAS WITHIN RIGHT-OF-WAY SHALL BE SEEDED AND MULCHED OR COVERED WITH OTHER SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. 8.ALL OPEN SPACE/LANDSCAPE AREAS OUTSIDE OF RIGHT-OF-WAY SHALL BE COVERED WITH A SUITABLE GROUND COVER. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECTURAL PLANS FOR GROUND COVER SPECIFICATIONS. 9.A.1.e Packet Pg. 185 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) CURB NOTES 1.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 2.AN EXPANSION JOINT WILL BE PLACED AT THE END OF ALL RETURNS AT INTERVALS NOT TO EXCEED 50' WITH CONTRACTION JOINTS AT 10' INTERVALS BETWEEN. 3.EXPANSION JOINT, PREFORMED JOINT FILLER AND JOINT SEAL ARE REQUIRED BETWEEN CURBS AND CONCRETE PAVEMENT ONLY. 4.EXPANSION JOINTS SHALL BE CONSTRUCTED WITH 1/2" BITUMINOUS IMPREGNATED EXPANSION JOINT MATERIAL. 5.THE FOLLOWING NOTE IS APPLICABLE FOR CURB TYPES "A", "E" AND "F". WHEN USED ON THE HIGH SIDE OF THE ROADWAYS THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT. THE THICKNESS OF THE FACE WILL BE LESS.N.T.S. (FDOT REF. INDEX #520-001) 1'-4"11"9"7"6"2"3"1-3/4"R. 3/4"R.3/4"R. 3/4"R. FINISHED PAVEMENT FDOT TYPE "A" CURB DETAIL N.T.S. TYPICAL ASPHALT PAVEMENT ROADWAY SECTION DETAIL 1.ASPHALTIC CONCRETE PAVEMENT (TYPE S-III) SHALL BE PLACED IN TWO 3/4" LIFTS, ACCORDING TO AASHTO ASPHALT MANUAL. 2.5-1/2" LIMEROCK BASE MATERIAL MY BE SUBSTITUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. ALL SPECIFICATIONS FOR LIMEROCK BASE SHALL BE ADHERED TO. 3.AN ALTERNATE PAVEMENT SECTION UTILIZING PAVER BRICKS MAY BE SUBSTITUTED FOR THE TYPICAL ASPHALT PAVEMENT SECTION AT THE OWNER'S DISCRETION. STRUCTURAL CHARACTERISTICS MUST MEET MINIMUM LAND DEVELOPMENT CODE REQUIREMENTS OR APPROVING AUTHORITY. 1-1/2" THK. ASPHALTIC CONCRETE (TYPE S-III) 12" STABILIZED SUBGRADE (MIN. LBR 40) 8" MIN. LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF MAX. DENSITY AS DETERMINED BY AASHTO T 180 VARIES, SEE SITE PLANS SIDEWALK 1.REFERENCE "TYPICAL CONCRETE SIDEWALK SECTION DETAIL" FOR SIDEWALK DESIGN SPECIFICATIONS. 2.CONTRACTOR SHALL SET ROUGH GRADE A MINIMUM OF 1" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT. IF AREA IS TO BE SEEDED, THEN CONTRACTOR SHALL SET ROUGH GRADE FLUSH WITH FINISHED SIDEWALK ELEVATION TO ACCOMMODATE POSITIVE DRAINAGE FLOW. 3.CONTRACTOR SHALL SET ROUGH GRADE A MINIMUM OF 3" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT. IF AREA IS TO BE SEEDED, THEN CONTRACTOR SHALL SET ROUGH GRADE AT A 1/2" MIN./1" MAX. BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE POSITIVE DRAINAGE FLOW. N.T.S. SEE NOTE #3 SEE NOTE #3 SLOPE (1% MIN./2% MAX) GENERALIZED SURFACE WATER FLOW DIRECTION (TYP) SEE NOTE #1 COMPACTED FILL DESIGN CONFIGURATION 2 VARIES, SEE SITE PLANS SIDEWALK SEE NOTE #2 SEE NOTE #3 SLOPE (1% MIN./2% MAX) GENERALIZED SURFACE WATER FLOW DIRECTION (TYP) SEE NOTE #1 COMPACTED FILL DESIGN CONFIGURATION 1 TYPICAL EDGE OF SIDEWALK SECTION DETAILS N.T.S.8"4"1/8" SAW CUT 2"4"1' MIN NOTES: 1.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS UNLESS OTHERWISE NOTED. 2.ALL SAW-CUTS TO BE COMPLETED WITHIN 6 HOURS OF POURING CONCRETE. 3.PAVING CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S PLANS FOR LAYOUT OF CONTRACTION AND EXPANSION JOINTS. AT A MINIMUM, ALL CONTRACTION JOINTS, EXPANSION JOINTS, AND ALLOWED CURING METHODS SHALL BE MADE IN ACCORDANCE TO THE LATEST FDOT STANDARDS INDEX. 10' (TYP)10'(TYP)TYPE A TYPE B TYPE A TYPICAL CONCRETE PAVEMENT JOINTING PLAN DETAIL 30" TOOL WITH 1/8" RAD. FILL WITH JOINT SEALANT & BACKER ROD BOND BREAKER OR ELASTOMERIC COMPRESSION SEAL COMPACTED FILL SHALL BE A MINIMUM OF 30", A-3 SELECT SOIL (AASHTO M145) W/ MAXIMUM 5% PASSING # 200 SIEVE, COMPACTED TO 98% MAXIMUM DENSITY # 5 DEFORMED STEEL TIE BARS @ 36" O.C. 18"# 6 PLAIN STEEL DOWEL @ 12" O.C. COAT & LUBRICATE W/ SYNTHETIC GREASE COMPACTED FILL SHALL BE A MINIMUM OF 30", A-3 SELECT SOIL (AASHTO M145) W/ MAXIMUM 5% PASSING # 200 SIEVE, COMPACTED TO 98% MAXIMUM DENSITY8"1/8" SAW CUT 2" TOOL WITH 1/8" RAD. FILL WITH JOINT SEALANT & BACKER ROD BOND BREAKER OR ELASTOMERIC COMPRESSION SEAL TYPE B (LONGITUDINAL) CONTRACTION JOINT DETAILS TYPE A (TRANSVERSE) CONTRACTION JOINT DETAILS TYPICAL JOINT LAYOUT PLAN N.T.S. (FDOT REF. INDEX #520-001) 2' 8"7-1/2"6" MIN6"6"6"1'-6" FINISHED PAVEMENT FDOT TYPE "F" CURB AND GUTTER DETAIL 3" R 2" R 3/4" R N.T.S. CROSSWALK STRIPING DETAIL 24" SOLID WHITE STOP BAR 12" WHITE FOR CROSSWALK 6' MIN. 4' MIN. (WHEN STOP LINE PRESENT) NOTES: 1.FOR CROSSWALK WIDTH, EXCEED WIDTH OF THE ADJACENT SIDEWALK, BUT DO NOT MAKE WIDTH LESS THAN 6' FOR INTERSECTION CROSSWALKS AND 10' FOR MIDBLOCK CROSSWALKS. MEASURE WIDTH FROM THE INSIDE OF THE TRANSVERSE CROSSWALK MARKINGS. 2.WHEN THE SPECIAL EMPHASIS CROSSWALK IS NOT PERPENDICULAR TO THE LANE LINES, MAKE THE LONGITUDINAL MARKING PARALLEL TO THE LANE LINES. 3.REFER TO INDEX 522-002 WHEN CURB RAMPS ARE PRESENT. (FDOT REF. INDEX #711-001) A A FLOW LINE4'2.5' 1.5' 4' MIN. RAMP 4'4' 2' TACTILE SURFACE (FDOT INDEX 522-002) A A SECTION A-A 4' 2.5'1.5' 6"1.5"7.5"1:20 MAX. SLOPE 1:12 MAX. SLOPE FACE OF SIDEWALK FLOW LINE4'2.5' 1.5' 2' TYPE 'F' CURB VARIES (SEE PLAN) 2' TACTILE SURFACE (FDOT INDEX 522-002) N.T.S. SIDEWALK VALLEY CROSSING DETAIL (CROSSING TYPE 'F' CURB) 3' TRANSITION FROM TYPE 'F' CURB TO MODIFIED VALLEY (SEE TRANSITION PROFILE) 2' TYPE 'F' CURB 4' TYP. (3' MIN.) 4' TYP. (3' MIN.) 6" SIDEWALK CURB 2' TYPE 'F' CURB 2' TYPE 'F' CURB TRANSITION N.T.S. SIDEWALK CURB RAMP VALLEY CROSSING DETAIL (CROSSING TYPE 'F' CURB) 2' RAD . REFER TO PLANS FOR LOCATIONS AND GRADING DESIGN OF ANY RAMPS 6' LONG RAMP AT 1:12 MAX. SLOPE (TYP., SEE PLANS) (6" MAXIMUM RISE) 5' TYP. (SEE PLANS) MODIFIED VALLEY GUTTER 3' TRANSITION TOP OF CURB E.O.P. TRANSITION PROFILE FLOW LINE MODIFIED VALLEY GUTTER 3' TRANSITION FROM TYPE 'F' CURB TO MODIFIED VALLEY (SEE TRANSITION PROFILE) SECTION A-A 2.5'1.5' 2' TYPE 'F' CURB SIDEWALK CURB 6' LONG RAMP RUN AT 1:12 MAX. SLOPE (TYP., SEE PLANS) (6" MAXIMUM RISE) 1:12 MAX. SLOPE SIDEWALK 4.5'7.5"4' 1:12 MAX. SLOPE 6" 1.5" PLAN 1:20 MAX. SLOPE N.T.S. 2' 12"12"6"1.5"7.5"VALLEY GUTTER DETAIL 12"N.T.S.2'5' - 0"5' TRANSITION 16"8"712"2"12"12"PLAN PROFILE PAVEMENT EDGE  P.C. OR P.T. TYPE "F" CURB AND GUTTER VALLEY GUTTER  PAVEMENT EDGE (VALLEY GUTTER TO TYPE "F" CURB & GUTTER) TYPICAL TRANSITION CURB DETAIL 12" N.T.S. 12"16"VARIES (SEE SITE PLAN) 3" MIN.* VARIESSLOPE VARIES (2% MAX.) BROOM FINISH 4" THICK REINFORCED CONCRETE SLAB WITH 6/6, 6"X6" WWM 1/2" R (TYP.)SOD (TYP.) (SEE LANDSCAPE PLAN FOR VERIFICATION) *CONTRACTOR SHALL SET GRADE 3" BELOW FINISHED SIDEWALK ELEVATION TO ACCOMMODATE LANDSCAPE SOD PLACEMENT (TYP) TYPICAL CONCRETE SIDEWALK DETAIL NOTES: 1.OWNER HAS THE DISCRETION OF USING PAVER BRICKS IN PLACE OF CONCRETE SIDEWALK. CONTRACTOR SHALL REFERENCE LANDSCAPE ARCHITECT'S PLANS FOR PAVER BRICK FINAL LOCATIONS, THICKNESS, SIZE, COLOR, PATTERN, AND SPECIFICATIONS. PAVER BRICK SEALANT OR REPELLENT MAY BE USED AT OWNER'S DISCRETION. IF THERE ARE ANY DISCREPANCIES BETWEEN LANDSCAPE ARCHITECT'S PLANS AND SPECIFICATION AND ENGINEER'S PLANS, CONTRACTOR IS REQUIRED TO OBTAIN FROM THE ENGINEER WRITTEN APPROVAL FOR ANY DEVIATIONS. 2.THE PROPOSED FILL SHALL BE COMPACTED IN 12" LIFTS TO 95% MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180 AND THE ENGINEER'S TECHNICAL SPECIFICATIONS. 3.SUBGRADE SHALL BE SAND, COMPACTED TO A FIRM, EVEN SURFACE, TRUE TO GRADE, AND CROSS-SECTION, AND BE MOIST WHEN CONCRETE IS PLACED. 4.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. IN 28 DAYS. 5.SIDEWALK SHALL HAVE CONTRACTION JOINTS AT 5' INTERVALS AND AN EXPANSION JOINT EVERY 100'. 6.MAXIMUM LONGITUDINAL SLOPE FOR DISABLED ACCESSIBLE SIDEWALK SHALL BE 1:20. 7.SOD TO BE FLUSH WITH SIDEWALK, PROVIDE POSITIVE SLOPE TO PREVENT PONDING. 8.FIBER REINFORCEMENT MAY BE SUBSTITUTED FOR WIRE MESH REINFORCEMENT AT THE DISCRETION OF THE DEVELOPER. 9.SIDEWALK INTERNAL TO THE DEVELOPMENT SHALL HAVE A MINIMUM THICKNESS OF 4". SIDEWALKS CONSTRUCTED IN THE COUNTY RIGHT-OF-WAY SHALL HAVE A MINIMUM THICKNESS OF 6". 10.SIDEWALK EXPANSION JOINT REFERENCE FDOT INDEX #522-002. A-3 SELECT SOIL (AASHTO M145) W/ MAX. 5% PASSING # 200 SIEVE. COMPACTED TO 95% DENSITY N.T.S. FIRE HYDRANT SPACING DETAIL 2' MIN. 1 1 2" MIN. TRAVEL LANE ROADWAY CENTERLINE TYPE "F" CURB 5' SIDEWALK NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALS FOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. 5. CONTRACTOR'S NOTE: FOR PRODUCT AND COMPANY INFORMATION VISIT www.CADdetails.com/info AND ENTER REFERENCE NUMBER 5046-027. 6" PADLOCK REMOVABLE BOLLARD - PL CUTSHEET SIZE A FORM PADLOCK REMOVABLE BOLLARDS 5046-027 1-800-BOLLARDS 24370 NORTHWESTERN SOUTHFIELD, MI 48075 TOLL FREE: 1-800-BOLLARDS PHONE: (800) 265-5273 www.1800bollards.com CADdetails.comPROTECTED BY COPYRIGHT ©2015 CADDETAILS.COM LTD. REVISION DATE 10/19/2015 The Bollard Experts SELECT DESIRED MATERIAL: (6" NOMINAL SIZE) PSS06000 SCH 10 STAINLESS STEEL PSS06040 SCH 40 STAINLESS STEEL PSS06080 SCH 80 STAINLESS STEEL PCS06040 SCH 40 ASTM A-53 CARBON STEEL PCS06080 SCH 80 ASTM A-53 CARBON STEEL SELECT DESIRED STAINLESS STEEL BOLLARD FINISH: POLISHED #4 FINISH AS SPECIFIED __________ SELECT DESIRED CARBON STEEL BOLLARD FINISH: POWDERCOAL RAL # __________ AS SPECIFIED __________ SELECT DESIRED STAINLESS STEEL BOLLARD MATERIAL: TYPE 304 TYPE 316 SELECT DESIRED BOLLARD CAP STYLE: DOME (SHOWN) STANDARD FLAT REVEAL SLOPED END VIEW FOUNDATION PLAN VIEW ELEVATION VIEW - FOUNDATION (CONCEPTUAL DESIGN ONLY) #4 REBAR #4 REBAR STIRRUPS & HORIZONTAL REINFOCEMENT PLAN VIEW OF CLOSED LID STIRRUPS LID CUSTOMER PROVIDED LOCK EMBEDMENT SLEEVE & HINGING LID 24.00"21.00"12.00"36.00"Ø6. 6 3 " Ø1 1 . 2 5 " REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:18:31 PM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 10:10:32 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-501DD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE PAVING DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 N.T.S. N.T.S. P-BCHD-002-004 P-BCHD-002-004-501DD C-501 22 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). PAVING NOTES 1.ASPHALTIC CONCRETE PAVEMENT SHALL BE CONSTRUCTED IN TWO LIFTS. 2.CONTRACTOR MUST ADHERE TO ALL SPECIFICATIONS FOR LIMEROCK BASE MATERIAL. HOWEVER, 5-1/2" LIMEROCK BASE MATERIAL MAY BE SUBSTITUTED AS AN ALTERNATE DESIGN TO THE 12" STABILIZED SUBGRADE. 3.12" STABILIZED SUBGRADE SHALL EXTEND ONE FOOT BEYOND BACK OF CURB ON ALL TYPICAL ROADWAY SECTIONS. 4.ALTERNATE PAVEMENT SECTIONS UTILIZING MATERIALS INCLUDING PAVER BRICKS AND BOMANITE MAY BE SUBSTITUTED FOR THE ABOVE SYSTEMS. STRUCTURAL CHARACTERISTICS MUST MEET MINIMUM COLLIER COUNTY L.D.C. REQUIREMENTS. N.T.S. TYPICAL SERVICE ROAD AND TEMPORARY TURN-AROUND SECTION DETAIL 12" STABILIZED SUBGRADE (MIN. LBR 40) 6" MIN. LIMEROCK BASE, PRIMED AND COMPACTED TO 98% OF MAX. DENSITY AS DETERMINED BY AASHTO T 180 OWNER HAS THE DISCRETION OF APPLYING ASPHALTIC CONCRETE (TYPE S) OR DUST-FREE MULCH (HAY, STRAW, BARK, WOOD CHIPS, ETC.) OR OTHER SUITABLE MATERIAL REASONABLY CLEAN AND FREE OF NOXIOUS WEEDS AND DELETERIOUS MATERIALS. AS AN ALTERNATE CONTRACTOR MAY PRIME LIMEROCK BASE, AS NOTED ON SHEET 33. CONTRACTOR SHALL VERIFY WITH OWNER PRIOR TO INSTALLATION. ROADWAY COMPACTION NOTES: 1.THE PROPOSED FILL SHALL BE COMPACTED IN 12" LIFTS TO 98% OF THE MAXIMUM DENSITY IN ACCORDANCE WITH AASHTO T-180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. 2.THE LIMEROCK BASE SHALL BE COMPACTED IN 6" LIFTS TO 98% OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T-180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. 3.THE STABILIZED SUBGRADE SHALL BE COMPACTED TO 98% OF THE MAXIMUM DENSITY, IN ACCORDANCE WITH AASHTO T-180 AND THE ENGINEERS TECHNICAL SPECIFICATIONS. 9.A.1.e Packet Pg. 186 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) N.T.S. A STORM SEWER A90°'INVERT ELEV. USF # 125 RING AND COVER, TYPE "M" WITH THE WORDS "STORM SEWER" JUNCTION BOX DETAIL (ROUND) RIM ELEVATION AS REFERENCED ON PLAN BRICK OR PRECAST CONCRETE ADJUSTMENT RING (MINIMUM OF TWO RINGS) # 5 BARS @ 6" O.C. EACH WAY A RCP A RCP # 5 BARS @ 8" O.C. EACH WAY PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND # 5 BARS @ 8" O.C. EACH WAY B VARIES C VARIES 22 1/4" COVER 33" RING 24"6"MIN.8"4" D VARIES 8"8" 3" MIN. 3" MIN.8"36"60"52"12" *DIMENSION TABLE SHALL BE USED, UNLESS OTHERWISE NOTED ON DETAIL. 48" 42" 54" 76" 88" 94" 84" 96" 102" 60" 72" 78" 18" 24" 30" 36" 58" 52" 70" 64" A 15"52" B 66" 60" 78" 72" 42" 36" 54" 48" C 60"36" D 60"100"108"84" 66"106"114"90" DESIGN NOTES FOR STORM SEWER STRUCTURES: 1.ALL REINFORCING STEEL AS SHOWN SHALL HAVE TWO INCHES (2") MINIMUM COVER. 2.ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. 3.REFERENCE FDOT DESIGN INDEX, LATEST REVISION STANDARDS (INDEX 425-010.) FOR REINFORCING STEEL. * STORM SEWER STRUCTURE DIMENSION TABLE PLAN SECTION A-A A N.T.S. D A USF FRAME AND GRATE # 4155-6210 (IN PARKING AND OPEN AREAS) GRATE ELEVATION AS REFERENCED ON PLAN FINISHED GRADE BRICK OR PRECAST CONCRETE ADJUSTMENT RING (MINIMUM OF TWO RINGS) # 5 BARS @ 6" O.C. EACH WAY PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND # 5 BARS @ 8" O.C. EACH WAY A RCP A RCP INVERT ELEV. # 5 BARS @ 8" O.C. EACH WAY KNOCKOUT (NUMBER OF LOCATIONS AND INVERTS VARY, SEE SITE PLANS FOR FINAL LOCATIONS AND ELEVATIONS) ASPHALTIC CONCRETE GRATE INLET DETAIL 3" MIN. 3" MIN. 8"8" 8"BC6"MIN.8"4" 2" PLAN SECTION A-A N.T.S. 4'-5" 3'-1"SEE INDEX No. 425-001, SHT. 4 & 5FOR REINF. MOD. FOR DEPTHS 13' TO 15'(VARIES) 15' MAX.8"2"CL. 5-3/4"2"5-3/4"4'-1"5'-5"8" 3'-1" 4'-5" 3'-1"2-1/4"2-1/4" AA 8"GRATE ELEV. (SEE SITE PLAN) INLET ELEV. (SEE SITE PLAN)8"8" REFERENCE SITE PLANS FOR LOCATION OF SIDE INLETS SIDE INLET 2" CI.6"MIN.RCP (SIZE VARIES) MODIFIED TYPE "D" CATCH BASIN (W/ SIDE INLETS) SECTION A-A PLAN #4 BARS @ 12" CTRS.BA AB C R 1 1-1/2" 1-1/2" OPTIONAL FLARE STRAIGHT FLARE DIA. P E E TOE WALL TOE WALL DIA. SECTION B-BSECTION A-A PLAN (OUTLET SECTION SHOWN) BELL ON OUTLET SECTION SPIGOT ON INLET SECTION FLARE CYLINDERICAL FOR STRAIGHT R 2SHAPE OPTIONAL EDIA. + 1"2 # 4 BARS TOE WALL MIN. 8" H/2 HONLY OPTIONAL SHAPEDIA.D B ADIA.FLARED END DETAIL N.T.S. D 8'-2" 8'-2" 8'-1 3/4 6'-1 3/4 6'-1 1/2 6'-1 1/2 6'-1" 6'-1" 6'-1" 6'-7/8 DIMENSION TABLE WALL CONC. CLASS I TOE .07 .11 .12 .24 .29 .36 .39 .17 .06 .19 11" 12" 13" 15" 20" 22" 22" 14" 9" 14 1/2" R 2 740 4'-6"2'-1 1/2"4'-0"10 1/2"3 1/4"27"18 9/16"36"0.148 2 1/2"4 1/2" 2190 18" 2'-0"4'-7/8"2'-0"4"2"12"10 1/8"19 15/16"0.07 1 1/2"3 1/2"530 12" 16 13/16"33 3/16"4 1/2" 1930 18"4'-0"2'-6"3'-7 1/2"9 1/2"3"24"0.07 2 1/2" H 24" 24" 21" 21" 15" 15" 12" (LBS.) WEIGHT 6550 5380 4100 1520 1280 990 3 1/2" 4" 4" 5" 5 1/2" 5 1/2" 5 3/4" FLAT REINF BELLREINF. SPIGOT OR IN/LF SQ- 2" 2 1/2" 2 1/4" 3" 3 1/2" 3 3/4" 4 1/4"0.148 0.148 0.148 0.148 0.07 0.07 0.07 24 5/16" 29" 31 5/8" 37" 47 13/16" 53 7/8" 56 1/2" 12 1/2" 15 1/2" 16 1/8" 18 1/2" 24 5/16" 27 1/2" 28 1/2" P R 1DIA. 15" 18" 21" 30" 36" 42" 48" 2 1/4" 2 1/2" 2 3/4" 3 1/2" 4" 4 1/2" 5" 6" 9" 9" 1'-0" 1'-3" 1'-9" 2'-0" 2'-3" 2'-3" 2'-11" 4'-6" 5'-3" 5'-3" 6'-0" 3'-10" 3'-10" 3'-2" 1'-7 3/4" 2'-10 3/4" 2'-11" 2'-2" 2'-6" 3'-0" 3'-6" 5'-0" 6'-0" 6'-6" 7'-0" AT B C E JOINTS SEALED WITH PERFORMED PLASTIC GASKETS THE GASKETS SHALL MEET THE REQUIREMENTS OF SECTION 942-2 OF THE STANDARD SPECIFICATIONS AND THE MINIMUM SIZES FOR GASKETS SHALL BE THAT SPECIFIED FOR EQUIVALENT SIZES OF REINFORCED CONCRETE JACKETS, AS DETAILED ON THIS DRAWING. COST OF THE REINFORCED CONCRETE JACKET TO BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE FLARED END SECTION. WHEN NON-COATED CORRUGATED METAL PIPE IS CALLED FOR IN THE PLANS, THE PIPE SHALL BE BITUMINOUS COATED IN THE JACKETED AREA AS SPECIFIED ON INDEX No. 430-001. BITUMINOUS 1.) 2.) 3.) 4.) 5.) A.) B.) C.) 1.) 2.) 3.) GENERAL NOTES: DESIGN NOTES: ELLIPTICAL PIPE. COATING TO BE INCLUDED IN THE CONTRACT UNIT PRICE FOR THE PIPE CULVERT. T T T T (CONTRACTOR SHALL REFERENCE FDOT DESIGN INDEX, 9'-0" 8'-6" 8'-0" 7'-6" 1'-9" 1'-9" 3,-3" 2'-11" 6'-6" 6'-6" 5'-0" 5'-5" 2'-0" 2'-0" 2'-6" 2'-3" 7" 6 1/2" 5 1/2" 72" 66" 60" 54" 38 15/16" 36 1/8" 36 11/16" 33 1/8" 77 13/16" 72" 72 1/2" 65 1/2"0.174 0.174 0.174 0.174 6" 5 1/2" 5" 4 3/4" 7 3/4" 7 1/4" 6 3/4" 6 1/4"8040 8750 10630 12520 24" 24" 24" 24" 6" 24" 24" 24" 24" .50 .47 .44 .428'-4" 8'-3" 8'-3" 8'-3" LATEST REVISION STANDARDS FOR DETAIL SPECIFICATIONS.) FLARED END SECTIONS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C- 76 WITH THE EXCEPTION THAT DIMENSIONS AND REINFORCEMENT SHALL BE AS PRESCRIBED IN THE TABLE 1. CIRCUMFERENTIAL REINFORCEMENT MAY CONSIST OF EITHER MAY CONSIST OF EITHER ONE CAGE OR TWO CAGES OF STEEL. COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 4000 PSI. SHOP DRAWING FOR FLARED END SECTIONS HAVING DIMENSIONS OTHER THAN TABLE 1 MUST BE SUBMITTED FOR APPROVAL TO THE STATE DRAINAGE ENGINEER. CONNECTIONS BETWEEN FLARED END SECTION AND THE PIPE CULVERT MAY BE ANY OF THE FOLLOWING TYPES UNLESS SHOWN ON THE PLANS. JOINTS MEETING THE REQUIREMENTS OF SECTION 941-1.5 OF THE STANDARD SPECIFICATIONS (0-RING GASKET). FLARED END SECTION JOINT DIMENSIONS AND TOLERANCES SHALL BE IDENTICAL OR COMPATIBLE TO THOSE USED IN THE PIPE CULVERT JOINT. WHEN PIPE CULVERT AND FLARED END SECTION MANUFACTURER'S ARE DIFFERENT, THE COMPATIBILITY OF JOINT DESIGNS SHALL BE CERTIFIED TO BY THE MANUFACTURE OF THE FLARED END SECTIONS. TOE WALLS SHALL BE CONSTRUCTED WHEN SHOWN ON THE PLANS OR AT LOCATIONS DESIGNATED BY THE ENGINEER. TOE WALLS ARE TO BE CAST- IN- PLACE WITH CLASS I CONCRETE AND PAID FOR UNDER THE CONTRACT UNIT PRICE FOR CLASS I CONCRETE (MISCELLANEOUS), CY. REINFORCING STEEL TO BE INCLUDED IN THE COST OF THE TOE WALL. ON SKEWED PIPE CULVERTS THE FLARED END SECTIONS SHALL BE PLACED IN LINE WITH THE PIPE CULVERT. SIDE SLOPES SHALL BE WARPED AS REQUIRED TO FIT THE FLARED END SECTION. FLARED END SECTIONS TO BE PAID FOR UNDER THE CONTRACT UNIT PRICE FOR THE FLARED END SECTION (CONCRETE), EACH. SODDING SHALL BE IN ACCORDANCE WITH INDEX No. 524-001, AND PAID FOR UNDER THE CONTRACT UNIT PRICE FOR SODDING, SY. FLARED END SECTIONS ARE INTENDED FOR USE OUTSIDE THE CLEAR ZONE ON MEDIAN DRAIN AND CROSS DRAIN INSTALLATION, EXCEPT THAT FLARED END SECTIONS FOR PIPE SIZES 12" AND 15" ARE PERMITTED WITHIN THE CLEAR ZONE. WHEN THE SLOPE INTERSECTION PERMITS, THESE FLARED END SECTIONS MAY BE LOCATED WITH THE CULVERT OPENING AS CLOSE AS 8' BEYOND THE OUTSIDE EDGE OF THE SHOULDER. FLARED END SECTIONS ARE NOT INTENDED FOR SIDE DRAIN INSTALLATIONS. REINFORCED CONCRETE JACKETS SHALL BE USED AT ALL LOCATIONS WHERE HIGH VELOCITIES AND/OR HIGHLY EROSIVE SOILS MAY CAUSE DISJOINTING. THESE LOCATIONS ARE TO BE SHOWN ON THE PLANS. TOE WALLS SHALL BE USED WHENEVER THE ANTICIPATED VELOCITY OF DISCHARGE AND SOIL TYPE ARE SUCH THAT EROSION ACTION WOULD OCCUR. TOE WALLS ARE NOT REQUIRED WHERE DITCH PAVEMENT IS PROVIDED, EXCEPT WHEN DISJOINTING WOULD OCCUR IF THE DITCH PAVEMENT SHOULD FAIL. CONTROL STRUCTURE PARAMETERS E D B C PIPE DIAMETER (INCHES) INSIDE DIMENSION OF STRUCTURE (SQUARE INCHES) INVERT OF BLEEDDOWN ORIFICE (FT-NAVD)A N.T.S.8"8"8"8"FLOW LINE OUTFALL PIPE (FT-NAVD) C RCP D 8"RCP NOTES: 1.ALL REINFORCING STEEL AS SHOWN SHALL HAVE 2" COVER (TYPICAL) 2.CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS NOTES: 1.WIDTHS OF RECTANGULAR BLEED-DOWN AND OVERFLOW WEIRS MAY BE DISTRIBUTED AMONG MORE THAN ONE SIDE OF CONTROL STRUCTURE IF NECESSARY 2.STRUCTURES WHICH OUTFALL FROM DEVELOPMENT TO SFWMD JURISDICTIONAL WETLANDS SHALL BE EQUIPPED WITH ALUMINUM BAFFLES. E WIDTH OF RETANGULAR ORIFICE (INCHES) A CS 5/OFF 11.476"VARIES12" CONTROL STRUCTURE DETAIL (CS #5/OFF) 6" PLAN PROFILE USF GALVANIZED STEEL GRATE 2" RECESS FOR GRATING OIL/GREASE SKIMMER (ALUMINUM BAFFLE): BOTTOM OF SKIMMER SHALL EXTEND FROM 6" BELOW THE INVERT OF THE ORIFICE TO THE TOP OF THE GRATE. 3/16" HIGH STRENGTH COMPOSITE "GLASKIMER" AS MANUFACTURED BY ENVIRONMENTAL COMPOSITES INC. (904) 728-5535, OR 1/4" ALUMINUM, OR 3/16" STAINLESS STEEL. SKIMMER SHALL BE SECURED BY 3/8" STAINLESS STEEL EXPANSION ANCHORS 6" O.C. MINIMUM. C 3000 PSI CONCRETE AFTER 28 DAYS BOTTOM OF STRUCTURE ELEV. VARIES #4 BARS @ 8" O.C.E.W. OIL/GREASE SKIMMER (ALUMINUM BAFFLE)ELEV. = A GRATE ELEV. = GALVANIZED STEEL GRATING #4 BARS @ 8" O.C.E.W. CONTROL STRUCTURE SCHEDULE: (CIRCULAR BLEED-DOWN ORIFICE) F INVERT OF OVERFLOW WEIR (FT-NAVD) G GRATE ELEVATION (FT-NAVD) H OVERFLOW WEIR WIDTH (INCHES) B 3.5 C 48" D 64" E 5.00 F 13.05 G 14.60 H 120 G B H ELEV. = F INLET ELEV. = EOP ELEV. - 0.56'  LOWER 1" IN 3'-0" E (SEE SECTION B-B) B A A B FLFL SEWER STORM 42" 48" 54" 18" 36" 24" 30" 60" 66" 72"48" 48" 48" 54" 48" 48" 48" 48" 48" 48" 48" 12" MIN. 10" MIN. 10" MIN. 66" 72" 60" 10" MIN. 10" MIN. 10" MIN. 10" MIN. 48" 48" 54" 48" 15" A DIMENSION TABLE 48" B 48" C 10" MIN.48" ED THROAT INLET N.T.S. B (SEE SECTION A-A) VARIES VARIES 33" COVER 23 3/4" COVER 2" CL TAPER TOP OF CURB TO MATCH INLET TOP (TYP) ADDITIONAL REINFORCING # 5 BARS (DIAG.) 4" C THROAT INLET 4"VARIESVARIES D (SEE SECTION B-B)8"2'18"CONTRACTION JOINT (TYP) TYPE "F" CURB (TYP) DOWN STREAM "SINK CONST." (SEE NOTE # 2) DOWN STREAM "INTERCEPTOR CONST." (SEE NOTE # 1) 3" MIN.6"MIN.A RCP INVERT ELEV.6"4" A RCP A RCP 3" MIN. B 8"8"12"6"1'2 1/2" CONTRACTION JOINT (TYP)EOP ELEV. TYPE "F" CURB (TYP)  LOWER 1" IN 3'-0"4 1/2" 9 1/2" 6"4"3 1/2"4"4" 0.56' 0.02" 3" MIN.6"MIN.INVERT ELEV. A RCP A RCP 3" MIN. B 8"8" # 5 BARS @ 8" O.C. EACH WAY # 5 BARS @ 8" O.C. EACH WAY 6"4" INLET BOTTOM BY UNDERGROUND CONTRACTOR INLET TOP BY PAVING CONTRACTOR # 5 BARS @ 8" O.C. EACH WAY6"3/4" BEVELED EDGE (TYP) 2 1/2" 16"8"0.02" 3 1/2" 3" 2' TYPE "F" CURB E 6" STAKE LINE INSIDE FACE OF INLET = BACK OF CURB 9 1/2" 5" 4" 6" USF # 1260 RING & COVER, TYPE "AK" WITH THE WORDS "STORM SEWER" # 5 BARS @ 8" O.C. EACH WAY # 5 BARS @ 2" O.C. (FRONT SIDE OF INLET TOP) (BARS VARY PER DIM. C) (2) # 5 BARS @ 1" O.C. THROAT INLET DETAIL (WITH TYPE "F" CURB) TOP SLAB SECTION MANHOLE COVER THROAT INLET DESIGN NOTES: 1.INTERCEPTOR CONSTRUCTION: WHEN INLET FUNCTIONS AS AN INTERCEPTOR, THE DOWNSTREAM PART OF GUTTER SHALL BE CONSTRUCTED AS SHOWN ON THE LEFT OF PLAN VIEW AND SECTION A-A. (CURB INLET TOP SHALL BE SYMMETRICAL WITH LEFT HALF OF SECTION A-A) 2.SINK CONSTRUCTION: WHEN INLET FUNCTIONS AS A SINK, THE GUTTER FLOW SHALL LOWER ONE INCH (1") PER THREE FEET (3') AND TRANSITION AS SHOWN ON RIGHT OF PLAN VIEW AND SECTION A-A. (CURB INLET TOP SHALL BE SYMMETRICAL WITH RIGHT HALF OF SECTION A-A) 3.WHEN INLET IS USED ON CURVED CURB SECTIONS, FRONT FACE OF BOX SHALL BE POURED RADIAL TO CURB. 4.ALL REINFORCING STEEL AS SHOWN SHALL HAVE TWO INCH (2") MINIMUM COVER. 5.ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 P.S.I. @ 28 DAYS. PLAN SECTION A-A SECTION B-B INLET ELEV.5"PLACE ON UNDISTURBED OR THOROUGHLY COMPACTED SAND 42" RCP OUTFALL PIPE TYPE "D" GRATE INLET W/ SIDE INLETS ELEV = 10.0 17'±25± 1 2 RIP-RAP 1 2 VARIES CONCRETE PATH EXISTING GRADE (TYP) PL COLLIER COUNTY R.O.W. / SFWMD DRAINAGE EASEMENTPELICAN NURSERY 20± CS 5/OFF OUTFALL PIPE DETAIL N.T.S. 48" RCP OUTFALL PIPE 1.16' 23±20± FLOW WAY / LITTORAL PLANTING 20' LAKE MAINTENANCE EASEMENT 20' LAKE MAINTENANCE EASEMENT 10' 15' TYPE "B" LANDSCAPE BUFFER FOUNDERS' SQUARE EXISTING GRADE (TYP) 1 4 1 8 1 2 RIP-RAP (18" THICKNESS) 1 4 1 8 1 2 FS-39 GRADING DETAIL N.T.S. PROFILE VIEW LAKE INTERCONNECT OUTFALL PIPE DETAIL N.T.S. PLAN VIEW10'FLOW WAY TOE OF SLOPE FLOW WAY TOP OF SLOPE 42" RCP 10'10' EROSION CONTROL RIP-RAP AT SIDE INLETS BOTTOM OF EXISTING CANAL ELEV = 6.0± FT-NAVD 48" FLARED END INV ELEV = 7.0 SWALE BOTTOM ELEV = 8.5 FT-NAVD REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/16/2019 9:37:34 AM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:10:47 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-502DD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE DRAINAGE DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 N.T.S. N.T.S. P-BCHD-002-004 P-BCHD-002-004-502DD C-502 23 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 187 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:29:53 PM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 10:10:59 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-511DT.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE STANDARD COLLIER COUNTY GENERAL DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 N.T.S. N.T.S. P-BCHD-002-004 P-BCHD-002-004-511DT C-511 24 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). ALL DETAILS AND INFORMATION PROVIDED ON THIS SHEET ARE REQUIRED STANDARDS, AND HAVE BEEN DESIGNED AND REVIEWED BY COLLIER COUNTY PUBLIC UTILITIES DIVISION. 9.A.1.e Packet Pg. 188 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/8/2019 2:49:41 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:11:17 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-521WM.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE STANDARD COLLIER COUNTY WATER MAIN DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 N.T.S. N.T.S. P-BCHD-002-004 P-BCHD-002-004-521WM C-521 25 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). ALL DETAILS AND INFORMATION PROVIDED ON THIS SHEET ARE REQUIRED STANDARDS, AND HAVE BEEN DESIGNED AND REVIEWED BY COLLIER COUNTY PUBLIC UTILITIES DIVISION. 9.A.1.e Packet Pg. 189 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/8/2019 2:39:29 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:11:34 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-531SM.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE STANDARD COLLIER COUNTY SANITARY SEWER AND FORCE MAIN DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 N.T.S. N.T.S. P-BCHD-002-004 P-BCHD-002-004-531SM C-531 26 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). ALL DETAILS AND INFORMATION PROVIDED ON THIS SHEET ARE REQUIRED STANDARDS, AND HAVE BEEN DESIGNED AND REVIEWED BY COLLIER COUNTY PUBLIC UTILITIES DIVISION. 9.A.1.e Packet Pg. 190 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X ODORCONTROLSTAND-BYDIESEL PUMPCONTROL PANEL TELEMETRY ANTENNA 50'± 6' CHAIN LINK FENCE AROUND PUMP STATION 8'±10'±7'± PUMP STATION 3'± 3'± 4'± 2'±9'±10'±4'± 3'±3'±4'± 6'±3'±6'±14'±17'±9'±12'±40'±REVISIONS: No:Revision:Date: CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 1:29:46 PM] [Saved By: ASchaffer] [Plot Date: 4/16/2019 10:11:55 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-551LD.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE STANDARD COLLIER COUNTY PUMP STATION DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 N.T.S. N.T.S. P-BCHD-002-004 P-BCHD-002-004-551LD C-551 27 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). ALL DETAILS AND INFORMATION PROVIDED ON THIS SHEET ARE REQUIRED STANDARDS, AND HAVE BEEN DESIGNED AND REVIEWED BY COLLIER COUNTY PUBLIC UTILITIES DIVISION. NOTES 1. BOND FENCE AND ACCESS GATE TO COUNTERPOISE. 2. PROVIDE LIGHTNING PROTECTION FOR SCADA ANTENNA. 3. SURGE PROTECTION SHALL BE SQUARE D (THREE PHASE: #SDSA3650) WITH LED LIGHTS AND MOUNTED IN A FASHION THAT THE PHASE LIGHTS ARE VISIBLE. COORDINATE EXACT LOCATION WITH OWNER. #4/0 BARE COPPER (TYP. OF 2) M #4/0 BARE COPPER (TYP. OF 2) SEE GROUND TEST WELL DETAIL WW-19B PANEL BOARD C 4. EXOTHERMICALLY BOND GROUNDING JUMPERS TO COUNTERPOISE. GROUND POTENTIAL SHALL BE CONSISTENT FOR ENTIRE SITE. GROUNDING JUMPERS AND COUNTERPOISE SHALL BE #4/0 BARE COPPER. GROUND RODS SHALL BE 3/4" X 20' COPPER-CLAD GROUND RODS. EXOTHERMICALLY WELD CONNECTIONS BELOW GRADE. MECHANICALLY CONNECT CONNECTIONS ABOVE GRADE. MECHANICAL LUGS SHALL ONLY HAVE ONE WIRE LANDED IN EACH TERMINATION. EACH LUG SHALL BE FASTENED WITH A STAINLESS STEEL NUT AND BOLT. STACKING OF INDIVIDUAL LUGS WILL NOT BE ACCEPTABLE. GROUND BOXES SHALL BE 14" LONG QUAZITE #PC1118CA0017 OR #PG1118BA12, INSTALL LEVEL WITH THE ADJACENT GROUND, PROVIDE 57 STONE OR MATCH SITE STONE IN BOX, WITH GROUND ROD LOCATED OFF CENTER OF BOX. QUAZITE BOX COVER TO READ "GROUND". EXPOSED GROUNDING SHALL BE IN 1" SCHEDULE 80 PVC OR LIQUID TIGHT FLEXIBLE CONDUIT. C #4/0 BARE COPPER TO GROUND MAT (TYP) 5. PROVIDE COUNTY SIGNED INSPECTION OR PHOTO OF ALL CAD-WELDED SPLICES AND UNDERGROUND TAPS. PROVIDE GROUND TEST REPORT TO COUNTY VERIFYING COUNTERPOISE RESISTANCE IS LESS THAN 5 OHMS. CONTROL PANEL DIESEL BACKUP PUMP CONTROL MOTOR J-BOX 8.0 15.75 IN 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 8.0 DIMENSION TABLE (A)WETWELL INSIDE DIAMETER 8 FEET (B)DISTANCE B/W WETWELL FLOOR AND TOP OF DISCH. CONNECTION 11 INCH (C)TOP OF WETWELL ELEVATION 16 NAVD (D)INFLUENT PIPE ELEV.-0.97 NAVD (E)HIGH WATER ALARM ELEV.-1.47 NAVD (F)LAG PUMP ON ELEV.-2.47 NAVD (G)LEAD PUMP ON ELEVATION -3.97 NAVD (H)ALL PUMPS OFF ELEVATION*-5.60 NAVD (I)TOP OF WETWELL FOOTING -7.10 NAVD (K)DIAMETER OF DISCHARGE RISER 8 INCH (L)DIAMETER OF DISCHARGE FORCE MAIN 8 INCH (T)THICKNESS OF FOOTING (MINIMUM 12")12 INCH 8.0 FT 54" 60" 27.5" PUMP STATION COMPONENT LAYOUT NP 3171 HT 3 - 453 9.A.1.e Packet Pg. 191 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM 16"FM16"FM 18"FM XFM XFM XFM XFM XFM XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XRCW XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM XFM SCALE:1" = 100'FUTURE DEVELOPMENT (TRACT "K") (2.30 AC) FUTURE DEVELOPMENT (TRACT "I") (2.82 AC) FUTURE DEVELOPMENT (TRACT "L") (25.46 AC) FUTURE DEVELOPMENT (TRACT "J") (2.79 AC) FUTURE DEVELOPMENT (TRACT "B") (5.74 AC) FUTURE DEVELOPMENT (TRACT "E") (1.21 AC) FUTURE DEVELOPMENT (TRACT "F") (1.75 AC) FUTURE DEVELOPMENT (TRACT "G") (1.05 AC) FUTURE DEVELOPMENT (TRACT "H") (1.05 AC) FUTURE DEVELOPMENT (TRACT "C") (1.81 AC) FUTURE DEVELOPMENT (TRACT "D") (1.42 AC) FUTURE DEVELOPMENT (TRACT "A") (2.72 AC) X X X X LAKE # 1 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 0.9 AC.) LAKE # 3 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 5.4 AC.) LAKE # 2 C.E. = 11.47 FT-NAVD (AREA @ C.E. = 1.0 AC.)COLLIER BOULEVARD(PUBLIC / COLLIER COUNTY R.O.W.)BENT CREEK (SINGLE FAMILY RESIDENTIAL) (RPUD) IMMOKALEE ROAD (PUBLIC / COLLIER COUNTY R.O.W.) TUSCANY COVE (SINGLE FAMILY RESIDENTIAL) (PUD) EXISTING (2) 5'x10' BOX CULVERTS 951 CANAL NORTHTHE SHOPPES OF PEBBLEBROOKE SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) SINGLE ROW SILT FENCE (TYP) DOUBLE ROW SILT FENCE (TYP) TYPE "2" TURBIDITY BARRIER (TYP)FOUNDERS' LANE(PRIVATE R.O.W.)FOUNDERS' PLACE(PRIVATE R.O.W.)FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) FOUNDERS' SQUARE DRIVE (PRIVATE R.O.W.) DOUBLE ROW SILT FENCE (TYP) EXISTING PRESERVE EXISTING PRESERVE INLET PROTECTION (TYP) INLET PROTECTION (TYP) IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. IMPROVEMENTS WITHIN COLLIER COUNTY R.O.W. ARE SHOWN FOR COORDINATION PURPOSES ONLY. REFERENCE THE OFF-SITE IMPROVEMENT PLAN FOR CONSTRUCTION WITHIN COLLIER COUNTY R.O.W.s. A COLLIER COUNTY R.O.W. PERMIT IS REQUIRED PRIOR TO CONSTRUCTION WITHIN COUNTY R.O.W. REVISIONS: No:Revision:Date: 00 ################ Bar Scale: 1" = ### CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/15/2019 2:35:19 PM] [Saved By: AAvila] [Plot Date: 4/16/2019 10:12:26 AM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Active\Sheet_Files\P-BCHD-002-004-701EC.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE NPDES DISCHARGE CONTROL PLAN AND DETAILS BCHD PARTNERS II, LLC DAN WATERS, P.E. 60746 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA APRIL 2019 1" = 100' N.T.S. P-BCHD-002-004 P-BCHD-002-004-701EC C-701 28 29 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). AND EXTEND IT INTO THE TRENCH. 3. STAPLE FILTER MATERIAL TO STAKES ALONG THE LINE OF STAKES. 2. EXCAVATE A 4" X 4" TRENCH UPSLOPE N.T.S. N.T.S. ELEVATION 1. EXCAVATE THE TRENCH 2. PLACE AND STAKE STRAW BALES. 3. WEDGE LOOSE STRAW BETWEEN BALES. CONSTRUCTION OF A STRAW BALE BARRIER ELEVATION GRAVEL CONSTRUCTION ENTRANCE N.T.S. SEDIMENT FILTER STRAW BALE DROP INLET N.T.S. IN A DRAINAGE WAY PROPER PLACEMENT OF A FILTER BARRIERFLOWPLAN N.T.S. CONSTRUCTION OF A FILTER BARRIER 1. SET THE STAKES N.T.S. FLOW 4" BALE WIDTH FLOW FLOW FLOW A B A POINTS A SHOULD BE HIGHER THAN POINT B PLATE 1.05c SOURCE: INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SEDIMENT CONTROL, SHERWOOD AND WYANT PLATE 1.05d BMP 1.05 STRAW BALE BARRIER PROPER PLACEMENT OF STRAW BALE BARRIER IN DRAINAGE WAY 1 1/2" TYPE S-III ASPHALTIC CONCRETE LIMEROCK BASE FDOT #1 COARSE AGGREGATE 6' MIN. SOURCE: Va SWCC PLATE 1.01a BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PLATE 1.06a SOURCE: INSTALLATION OF STRAW AND FABRIC FILTER BARRIERS FOR SEDIMENT CONTROL, SHERWOOD AND WYANT FLOW FLOW 4" 4" POINTS A SHOULD BE HIGHER THAN POINT B A B A PLATE 1.06b BMP 1.06 SILT FENCE GRATE INLET STRAW BALES STAKED WITH TWO (2) STAKES PER BALE STAKED STRAW BALE WOODEN STAKE COMPACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEDIMENT FILTERED WATER GRATE INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. SOURCE: MICHIGAN SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK, 1975 PLATE 1.08a BMP 1.08 STORM INLET DRAIN PROTECTION CLOSED CELL SOLID PLASTIC FOAM FLOATATION (6" DIA. EQIV.) (12 LBS. PER FT. BUOYANCY) POST (OPTIONS: 2"x4" OR 2.5" MIN. DIA. WOOD; STEEL 1.33 LBS/FT. MIN.)18"MIN.TYPE I STAKED TURBIDITY BARRIER5' OR MORE8"3'18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) TURBIDITY BARRIERS N.T.S. .25" GALVANIZED CHAIND 6' MAX. 5/8" POLYPRO ROPE (600 LB. BREAKING STRENGTH)22 1D1 TURBIDITY BARRIER NOTES: 1.NUMBER AND SPACING OF ANCHORS DEPENDENT ON WATER VELOCITIES. 2.DEPLOYMENT OF BARRIER AROUND PILE LOCATIONS MAY VARY TO ACCOMMODATE CONSTRUCTION OPERATIONS. 3.TURBIDITY BARRIERS FOR FLOWING STREAMS AND TIDAL CREEKS MAY BE EITHER FLOATING, OR STAKED TYPES OR ANY COMBINATION OF TYPES THAT WILL SUIT SITE CONDITIONS AND MEET EROSION CONTROL AND WATER QUALITY REQUIREMENTS. THE BARRIER TYPE(S) WILL BE AT THE CONTRACTORS OPTION UNLESS OTHERWISE SPECIFIED IN THE PLANS, HOWEVER PAYMENT WILL BE UNDER THE PAY ITEM(S) ESTABLISHED IN THE PLANS FOR FLOATING TURBIDITY BARRIER AND/OR STAKED TURBIDITY BARRIER. POSTS IN STAKED TURBIDITY BARRIERS TO BE INSTALLED IN VERTICAL POSITION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4.COMPONENTS OF TYPE I MAY BE SIMILAR OR IDENTICAL TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF THE USER. SUBSTITUTIONS FOR TYPE I SHALL BE AS APPROVED BY THE ENGINEER. 5.REFERENCE PLAN FOR PROPOSED LOCATION OF TURBIDITY BARRIERS. D = 5' STD. (SINGLE PANEL FOR DEPTH 5' OR LESS). D = 5' STD. (ADDITIONAL PANEL FOR DEPTHS >5'). CURTAIN TO REACH BOTTOM UP TO DEPTHS OF 10 FEET. TWO (2) PANELS TO BE USED FOR DEPTHS GREATER THAN 10 FEET UNLESS SPECIAL DEPTH CURTAINS SPECIFICALLY CALLED FOR IN THE PLANS OR AS DETERMINED BY THE ENGINEER. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 18 OZ. NYLON REINFORCED PVC FABRIC (300 PSI TEST) WITH LACING GROMMETS FLOATING TURBIDITY BARRIER GENERAL SHEET NOTES 1.PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITY APPROPRIATE EROSION CONTROL DEVICES SHALL BE INSTALLED TO CONTROL AND REDUCE SOIL EROSION AND SEDIMENT TRANSPORT TO OFF-SITE AREAS. THE CONTRACTOR SHALL MAINTAIN THESE DEVICES THROUGHOUT THE DURATION OF CONSTRUCTION. ALL DEVICES SHALL REMAIN IN PLACE UNTIL THE SURROUNDING AREAS ARE ESTABLISHED. 2.THE FOLLOWING MINIMUM REQUIREMENTS ARE RECOMMENDED: (REFERENCE FLORIDA DEVELOPMENT MANUAL, FDEP, PPS 6-301 TO 6-500). A) BMP 1.01 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE B) BMP 1.05 STRAW BALE BARRIER C) BMP 1.06 SILT FENCE D) BMP 1.08 STORM INLET DRAIN PROTECTION 3.THESE BEST MANAGEMENT PRACTICES (BMP) ARE TYPICAL OF REQUIREMENTS FOR SOIL EROSION CONTROL PER DIVISION 3.7 OF THE COLLIER COUNTY LAND DEVELOPMENT CODE. THEY MAY NOT CONSTITUTE COMPLETE REQUIREMENTS FOR COMPLIANCE WITH REGULATORY AGENCIES AND SPECIFIC PERMIT CONDITIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FROM THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY. ACCORDINGLY, THE CONTRACTOR IS ALSO RESPONSIBLE FOR CREATING, IMPLEMENTING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN AS PER THE REQUIREMENTS OF THE NPDES GENERAL PERMIT. 5.THIS PLAN IS A CONCEPT, PREPARED TO DEMONSTRATE ONE APPROACH TO PROVIDING EROSION CONTROL FOR THE PROJECT, AS REQUIRED BY COLLIER COUNTY FOR PERMITTING PURPOSES. SITE GENERAL CONTRACTOR MAY PROVIDE AN ALTERNATIVE PLAN AT THE TIME OF NPDES PERMITTING, AND PRIOR TO CONSTRUCTION SILT FENCE LEGEND TURBIDITY BARRIER INLET PROTECTION HAY BALES DOUBLE SILT FENCE FILTER FABRIC UNDERLAY THROUGHOUT WIDT H A S REQ UI R E D (12' MIN.) 30' R.EXISTING PAVEMENT 50' M I N . PU B L I C R . O . W . WID T H V A R I E S (PA V E D S U R F A C E M U S T EXT E N D T O R . O . W . ) 9.A.1.e Packet Pg. 192 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 193 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) LOADINGZONELOADINGZONELO A D I N G Z O N E LO A D I N G ZO N E LOADINGZONELOADINGZONELOADINGZONER 3 5 ' COMMERCIAL PARCEL AREA = 5.75 AC COMMERCIAL PARCEL AREA = 3.23 AC COMMERCIAL PARCEL AREA = 5.06 AC COMMERCIAL PARCEL AREA = 2.35 AC COMMERCIAL PARCEL AREA = 2.79 AC COMMERCIAL PARCEL AREA = 2.77 AC COMMERCIAL PARCEL AREA = 2.75 AC RESIDENTIAL PARCEL AREA = 25.59 AC R.O.W. PARCEL AREA = 4.03 AC DRAINAGE EASEMENT OVER LAKE DRAINAGE EASEMENT OVER LAKE 15' D.E. 15' D.E.15' D.E.15' D.E. 15' D.E. 15' D.E.SCALE:1" = 100'COLLIER BOULEVARDCVS PHARMACY BENT CREEK IMMOKALEE ROAD TUSCANY COVE 951 CANAL NORTHTHE SHOPPES OF PEBBLEBROOKE COCOHATCHEE CANAL 1.34 COMPENSATING R.O.W. REVISIONS: No:Revision:Date: 00 25'50'100'200'300' Bar Scale: 1" = 100' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 3/21/2019 3:56:51 PM] [Saved By: AAvila] [Plot Date: 3/21/2019 3:59:04 PM] [Plotted By: Alejandro Avila] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\001_Site_Planning\Design_Permit\Drawings-Civil\Exhibits\X44-Compensating_ROW_Exhibit\P-BCHD-002-002-X44.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 PELICAN NURSERY COMPENSATING R.O.W. EXHIBIT BCHD PARTNERS I, LLP. 26 48S 26E NAPLES COLLIER ALEJANDRO AVILA ALEJANDRO AVILA MARCH 2019 1" = 100' N.T.S. P-BCHD-002-002 P-BCHD-002-002-X44 C-X44 01 01 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). 9.A.1.e Packet Pg. 194 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 195 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SCALE:1" = 200'BENT CREEK PRESERVE THE SHOPPES OF PEBBLEBROOKE COCOHATCHEE CANAL 951 CANAL NORTHBENT CREEK (SFWMD ERP NO. 11-02081-P) IMMOKALEE ROAD (SFWMD ERP NO. 11-01737-P) TUSCANY COVE (SFWMD ERP NO. 11-02267-P) TREE FARM PUD (SFWMD ERP NO. 11-03652-P) ADDISON PLACE (SFWMD ERP NO. 11-03876-P) PEBBLEBROOKE LAKES (SFWMD ERP NO. 11-01505-P)COLLIER BLVD(SFWMD ERP NO. 11-02513-P)HERITAGE BAY (SFWMD ERP NO. 11-02234-P) X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SCALE:1" = 200'BENT CREEK PRESERVE THE SHOPPES OF PEBBLEBROOKE COCOHATCHEE CANAL 951 CANAL NORTHBENT CREEK (SFWMD ERP NO. 11-02081-P) IMMOKALEE ROAD (SFWMD ERP NO. 11-01737-P) TUSCANY COVE (SFWMD ERP NO. 11-02267-P) TREE FARM PUD (SFWMD ERP NO. 11-03652-P) ADDISON PLACE (SFWMD ERP NO. 11-03876-P) PEBBLEBROOKE LAKES (SFWMD ERP NO. 11-01505-P)COLLIER BLVD(SFWMD ERP NO. 11-02513-P)HERITAGE BAY (SFWMD ERP NO. 11-02234-P) REVISIONS: No:Revision:Date: 00 50'100'200'400'600' Bar Scale: 1" = 200' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 4/8/2019 2:27:55 PM] [Saved By: ASchaffer] [Plot Date: 4/9/2019 10:50:51 AM] [Plotted By: Anton Schaffer] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\004_Core_Road_PPL\Drawings-Civil\Exhibits\X10-Overpass_Area\P-BCHD-002-004-X10.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Engineering Certificate of Authorization #28275 Florida Landscape Certificate of Authorization #LC26000632 FOUNDERS' SQUARE OVERPASS STORM WATER MANAGEMENT SYSTEM AREA COMPARISON EXHIBIT BCHD PARTNERS II, LLC 26 48S 26E NAPLES COLLIER ANTON SCHAFFER ANTON SCHAFFER APRIL 2019 1" = 200' N.T.S. P-BCHD-002-004-X10 P-BCHD-002-004-X10 C-X10 01 01 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). EXISTING CONDITIONS PLAN OVERPASS CONCEPT PLAN LEGEND R.O.W. AREA = 12.8 AC DRY DETENTION AREA = 1.2 AC LEGEND R.O.W. AREA = 21.7 AC DRY DETENTION AREA = 0.0 AC 9.A.1.e Packet Pg. 196 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 9.A.1.e Packet Pg. 197 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) SCALE:1" = 750'BAUMGARTEN MPUD PROJECT BOUNDARY (TYP) IMMOKALEE RD COLLIER BLVDHERITAGE BAY VISTAS (12.1 U/A) COACH HOMES AT HERITAGE BAY (12.3 U/A) VERANDA (1) AT HERITAGE BAY (13.3 U/A) TERRACE AT HERITAGE BAY (27.2 U/A) ADDISON PLACE (18.8 U/A)FAIRWAY PRESERVE AT OLDE CYPRESS (9.4 U/A) KEY ROYAL (7.0 U/A) TUSCANY COVE (4.6 U/A) BRISTOL PINES (9.4 U/A) SUMMIT PLACE IN NAPLES (6.9 U/A) VERANDA (2) AT HERITAGE BAY (14.0 U/A) REVISIONS: No:Revision:Date: 00 187.5'375'750'1500'2250' Bar Scale: 1" = 750' CIVIL ENGINEERING · LANDSCAPE ARCHITECTURE · ENVIRONMENTAL CONSULTING · LAND PLANNING · SITE PLANNING · CONSTRUCTION MANAGEMENT · OWNER REPRESENTATIVE PROJECT: TITLE: OWNER/CLIENT/CONSULTANT: PROFESSIONAL SEALS: Sheet Number:of File Number: Project Number: Vertical Scale: Horizontal Scale: Date: Drawn by: Designed by: City B 1 1 E D C A County:[Save Date: 11/7/2018 11:04:36 AM] [Saved By: ASchaffer] [Plot Date: 11/7/2018 11:05:00 AM] [Plotted By: Anton Schaffer] [Original Size: 24x36] [Drawing Path: P:\Active_Projects\P-BCHD-002\001_Site_Planning\Design_Permit\Drawings-Civil\Exhibits\X31-Surrounding_Density\P-BCHD-002-001-X31.dwg]2 2 3 3 4 4 5 5 6 6 PROFESSIONAL ENGINEER: FLORIDA LICENSE NUMBER: SEC:RGE:TWP: NOTES: 2600 Golden Gate Parkway Naples, Florida 34105 Phone: 239.403.6700 Fax: 239.261.1797 Email: info@pen-eng.com Website: www.pen-eng.com Florida Certificate of Authorization #28275 BAUMGARTEN MPUD SURROUNDING RESIDENTIAL DENSITY EXHIBIT BCHD PARTNERS I, LLP. 26 48S 26E NAPLES COLLIER ANTON SCHAFFER ANTON SCHAFFER NOVEMBER 2018 1" = 750' N.T.S. P-BCHD-002-001 P-BCHD-002-001-X31 C-X31 01 01 DATUM NOTE: ALL ELEVATIONS ARE BASED ON NAVD 88 (NORTH AMERICAN VERTICAL DATUM OF 1988). SURROUNDING RESIDENTIAL DENSITY RESIDENTIAL DEVELOPMENT AREA (AC)# OF UNITS UNITS PER ACRE (U/A) TERRACE AT HERITAGE BAY 21.0 572 27.2 VERANDA (1) AT HERITAGE BAY 23.0 306 13.3 COACH HOMES AT HERITAGE BAY 14.9 184 12.3 VERANDA (2) AT HERITAGE BAY 10.3 144 14.0 TUSCANY COVE 33.1 152 4.6 HERITAGE BAY VISTAS 15.5 188 12.1 ADDISON PLACE 11.92 224 18.8 BRISTOL PINES 30.9 289 9.4 SUMMIT PLACE IN NAPLES 59.2 408 6.9 FAIRWAY PRESERVE AT OLDE CYPRESS 44.9 422 9.4 KEY ROYAL 20.6 144 7.0 TABLE 9.A.1.e Packet Pg. 198 Attachment: Agent's PowerPoint and Sightlines (8783 : Baumgarten CPUD) 1 PuigJudy From:StrainMark Sent:Friday, May 3, 2019 4:24 AM To:GundlachNancy Subject:FW: May 16 Baumgarten property development Please distribute as typical Mark 239.252.4446 Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. -----Original Message----- From: Connie Walters <conniejjjj@hotmail.com> Sent: Thursday, May 02, 2019 12:07 PM To: StrainMark <Mark.Strain@colliercountyfl.gov> Subject: May 16 Baumgarten property development Dear Commissioner Strain, On May 16th you will be meeting again to discuss the property at the corner of Collier Blvd. and Immokalee Rd. We are residents of Tuscany Cove directly adjacent to this property so we attended and spoke at the first meeting that you held on April 18th. Since this meeting we have received yet another map of the proposed development from the developer. They had a meeting with some of our board members where they informed us that they are removing the fence dividing our properties and all of the vegetation up to what hedges there are remaining on our property. They plan on building the five story apartments and parking lots 105’ from our single family homes (not from the property lines). Some houses will have a lake put in behind them but the rest of us will have a ditch which connects two small lakes, parking lots with car headlights aimed into our living rooms and bedrooms, and five story buildings. They said they will put in some vegetation but that will not be an adequate barrier. Could you please require them to put in a wall with adequate vegetation or a tall berm topped by vegetation to block the headlights, noise, buildings, trespassers and onlookers? From a conservationist viewpoint it would be nice if they would leave the natural vegetation that has grown in along the fence but I realize developers are not conservationists. We are very concerned about this area’s development and don’t want to look back at this years from now and wish we could have done something to preserve the integrity of our little piece of paradise. Thank you for your consideration and thoughtfulness when you make your decisions. Sincerely, Dale and Connie Walters 15497 Cortona Way 9.A.1.f Packet Pg. 199 Attachment: Connie Walters - Letter of Objection.msg 5-3-19 (8783 : Baumgarten CPUD) 1 PuigJudy From:StrainMark Sent:Tuesday, April 30, 2019 2:20 PM To:GundlachNancy Subject:FW: Baumgarten MPUD Please distribute as typical Mark 239.252.4446 Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. From:ROBERT WORRELL <robertworrell@comcast.net> Sent:Tuesday, April 30, 2019 1:47 PM To:StrainMark <Mark.Strain@colliercountyfl.gov> Subject:Baumgarten MPUD Mr. Strain, I presently live in Tuscany Cove since 2006. My wife & I have been in the Naples area since 1987 and have seen the growth in CC. We're not snowbirds. My wife is employed by NCH and I have been employed in the construction industry. The traffic on this end of 951 is horrendous especially at peak hours when everyone is commuting to work or school. At time the traffic backs all of the way up to our exit from our community north to Immokalee Road and the addition of a traffic signal at the Pebblebook Publix shopping plaza will only make matters worse. With the future addition of homes just south of us on 951 (Toll Bros etc) this impact will only exacerbate the situation. The CC traffic engineers are also aware that the traffic on Immokalee Road heading west to 75 can at times take 35-40 minutes from the intersection of 951. And that is only 5 miles.The flyover on Immokalee will only add to that problem. Plus the long range plan to extend 951 north to the Lee County line will add to our misery. This is a year around problem not just a seasonal issue. 9.A.1.g Packet Pg. 200 Attachment: Worrell - Letter of Objection 4-30-19 (8783 : Baumgarten CPUD) 2 We are very happy that the growth is befitting our area and managing this can be a thankless job. But we need our county to look forward in time and when necessary place a hold on expansion for a specific time frame. Respectfully, Mr. & Mrs. Robert Worrell 14919 Volterra Ct. Naples, Fl 34120 9.A.1.g Packet Pg. 201 Attachment: Worrell - Letter of Objection 4-30-19 (8783 : Baumgarten CPUD) 05/16/2019 COLLIER COUNTY Collier County Planning Commission Item Number: 9.A.2 Item Summary: PL20180003069 - A Resolution of the Collier County Board of County Commissioners amending the Town of Ave Maria Stewardship Receiving Area (SRA) to revise the SRA master plan in accordance with Section 4.08.07.F.4 of the Land Development Code, and specifically to: remove from the boundary of the SRA 12.19 acres of neighborhood general in the northeast corner of the SRA; remove from the eastern boundary of the SRA .55 acres of neighborhood general, at the intersection of Camp Keais Road and Pope John Paul II Boulevard; and to add to the southern boundary of the SRA 12.74 acres of neighborhood general, to the south of Bellerawalk Circle; and to revise Appendix A of the Town Plan, the legal description. The subject property is located north of Oil Well Road and west of Camp Keais Road in Sections 31 through 33, Township 47 South, Range 29 East and Sections 4 through 9 and 16 through 18, Township 48 South, Range 29 East in Colli er County, Florida. [Coordinator: Gil Martinez, Principal Planner] Meeting Date: 05/16/2019 Prepared by: Title: – Zoning Name: Gilbert Martinez 05/01/2019 4:42 PM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 05/01/2019 4:42 PM Approved By: Review: Growth Management Operations & Regulatory Management Judy Puig Review Item Skipped 05/02/2019 1:12 PM Growth Management Operations & Regulatory Management Judy Puig Review item Completed 05/06/2019 10:53 AM Zoning Michael Bosi Review item Completed 05/06/2019 11:17 AM Zoning Ray Bellows Review Item Completed 05/06/2019 11:18 AM Zoning Camden Smith Review Item Completed 05/07/2019 11:41 AM Growth Management Department James C French Review Item Completed 05/07/2019 11:56 AM Zoning Michael Bosi Review Item Completed 05/07/2019 1:24 PM Planning Commission Mark Strain Meeting Pending 05/16/2019 9:00 AM 9.A.2 Packet Pg. 202 Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 1 of 9 STAFF REPORT TO:COLLIER COUNTY PLANNING COMMISSION FROM:ZONING DIVISION-ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT-PLANNING & REGULATION HEARING DATE:MAY 16, 2019 SUBJECT:SRAA-PL20180003069, THE TOWN OF AVE MARIA STEWARDSHIP RECEIVING AREA (SRA) __________________________________________________________________________________________________ PROPERTY OWNER &APPLICANT/AGENTS: Applicant: Ave Maria Development, LLLP 2600 Golden Gate Parkway Naples, FL 34105 Agents: D. Wayne Arnold, AICP Richard D. Yovanovich, Esquire Q. Grady Minor and Associates, P.A. Coleman, Yovanovich and Koester, P.A. 3800 Via Del Rey 4001 Tamiami Trail North, Suite 300 Bonita Springs, FL 34134 Naples, FL 34103 Property Owners: Barron Collier Partnership, LLLP Collier County AMULT, LLC c/o Real Property Management 2600 Golden Gate Parkway #200 3335 Tamiami Trail East, Suite 101 Naples, FL 34105 Naples, FL 34112 Ave Maria Development LLLP 2600 Golden Gate Parkway Naples, FL 34105 9.A.2.a Packet Pg. 203 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 2 of 9 REQUESTED ACTION: The petitioner is requesting an Amendment to the Town of Ave Maria Stewardship Receiving Area (SRA) to revise the SRA master plan in accordance with Section 4.08.07.F.4 of the Land Development Code, and specifically to: remove 12.19 acres of neighborhood general in the northeast corner of the SRA; remove .55 acres of neighborhood general, from the eastern boundary of the SRA at the intersection of Camp Keais Road and Pope John Paul II Boulevard; and to add 12.74 +/- acres of neighborhood general to the southern boundary of the SRA south of Bellerawalk Circle and revise the legal description of the SRA. GEOGRAPHIC LOCATION: The subject property, consisting of 5,027 acres, is located on the north side of Oil Well Road, the west side of Camp Keais Road and approximately 6,000 feet south of Immokalee Road (CR-846). The property lies within Sections 4-9 & 16-18, Township 48 South, Range 29 East and Sections 31- 33 Township 47 South, Range 29 East. (See the location map on following page). Intentionally Blank 9.A.2.a Packet Pg. 204 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 3 of 99.A.2.aPacket Pg. 205Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 4 of 9 PURPOSE/DESCRIPTION OF PROJECT: This petition is amending the SRA boundary and Town Plan for the Ave Maria SRA. The boundary is being changed by removing 12.19 acres designated as neighborhood general from the northeast portion of the town; .55+/- acres from the eastern portion of the town (which includes a portion of Camp Keais Road future right-of-way) and cumulatively relocating 12.74 acres designated as neighborhood general to the southeast boundary of the town south of Bellerawalk Circle. There is no net increase or decrease in the total Ave Maria SRA acreage. There is also no change to the approved dwelling units or non-residential square footage. (See Proposed Ave Maria SRA Boundary Change Aerial on the following page) Intentionally Blank 9.A.2.a Packet Pg. 206 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 5 of 9 AVE MARIA SRA PROPOSED BOUNDARY CHANGES:12.19 acres to be removed .55 acres to be removed 12.74 acres to be added / relocated N 9.A.2.a Packet Pg. 207 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 6 of 9 GROWTH MANAGEMENT PLAN (GMP) STAFF FINDINGS: Based upon the GMP staff analysis, the proposed Ave Maria SRA Amendment may be deemed consistent with the Collier County RSLA Overlay (See Attachment C). TRANSPORTATION STAFF FINDINGS: Transportation Review: Transportation Planning staff has reviewed the Ave Maria SRA Amendment and has determined that the proposed Amendments do not present an additional impact on the adjacent roadway network. CONSERVATION AND COASTAL ELEMENT (CCME): Environmental Planning staff has found this project to be consistent with the CCME & FLUE. Pursuant to the Growth Management Plan Future Land Use Element, preservation of listed species habitat and other native areas in the Rural Lands Stewardship Area are addressed by the creation of the required Stewardship Sending Areas. The petitioner has submitted an application to amend the boundary of the Stewardship Receiving Area (SRA) for the Town of Ave Maria. The change is approximately 12.74 acres ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: Environmental Review: The proposed Amendment of the boundary includes the removal of two areas 12.19 acres and .55 acres in order to add the 12.74 acres parcel illustrated on the Master Plan. LDC section 4.08.07.J.6.a. requires the Stewardship Receiving Area (SRA) that have areas greater than one acre and have a Natural Resource Index (NRI) score greater than 1.2 shall be retained as open space and maintained in a predominantly natural vegetated state. The Natural Resource Index Values for the three parcels that are part of this petition have NRI values less than 1.2 and no listed species have been observed on the parcels. LDC Section 4.08.07.G.1. requires incompatible land uses be directed away from sensitive environmental habitat which includes Flowway Stewardship Areas (FSA) Habitat Stewardship Areas (HSA), Water Retention Areas (WRA) and Conservation Lands. There are no Conservation Lands, FSA, HSA or WRA areas adjacent to the proposed land addition. The 12.74-acre parcel proposed to be added has been historically agricultural and cleared for crops. This project does not require Environmental Advisory Council (EAC) review, as this project did not meet the EAC scope of land development project reviews as identified in Section 2- 1193 of the Collier County Codes of Laws and Ordinances. 9.A.2.a Packet Pg. 208 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 7 of 9 ZONING STAFF FINDINGS: Zoning Review: The proposed Amendment changes comply with the requirements of the SRA procedures outlined in LDC Section 4.08.07. In compliance with LDC Section 4.08.07.F.4, the proposed changes are not in conflict with any SRA suitability criteria or RLSA District regulations. The proposed changes continue to direct incompatible land uses away from FSAs, HSAs, WRAs, and Conservation Lands. The proposed changes should not have negative environmental and public infrastructure impacts. The proposed Amendment does not change the overall approved uses, does not change approved density or intensity, but it does change the perimeter boundaries of the SRA and changes the location of permitted uses. The newly added land will be designated Neighborhood General. A golf course may be anticipated in a portion of the town near the newly added parcel. NEIGHBORHOOD INFORMATION MEETING (NIM): The applicant conducted a duly noticed and advertised NIM on April 30, 2019, at The Ave Maria Master Association Office, 5076 Annunciation Circle # 103, Ave Maria Florida 34142. The meeting commenced at approximately 5:35 p.m. and ended at approximately 6:10 p.m. There were approximately 95 +/- people in attendance consisting primarily of residents of the Town of Ave Maria. There was no evidence of opposition, but there were questions raised regarding the details of the project (density, height, ingress/egress, interconnectivity to Bellerawalk, the proportion of single-family to multi-family housing). The applicant’s representative responded to questions and comments in a clear, concise and informative manner. COUNTY ATTORNEY OFFICE REVIEW: The Staff report was reviewd on May 3, 2019. STAFF RECOMMENDATION: Staff recommends that the Collier County Planning Commission (CCPC) forward Petition SRAA- PL20180003069 to the Board of County Commissioners (BCC) with a recommendation of approval contingent on the following condition as further described by the accompanying Resolution. CONDITION OF APPROVAL: SRA Monitoring Requirement: 1. One entity (hereinafter the Managing Entity) shall be responsible for monitoring of the SRA, as may be required by Collier County, and until no longer required by Collier County. The monitoring and report shall follow the same procedures and requirements set forth in LDC Section 10.02.02.F, PUD Monitoring Report requirements. This entity shall also be responsible for satisfying all commitments set forth in the SRA Document and Developer Contribution Agreements for the SRA. At the time of this SRA approval, the Managing Entity is Ave Maria Development, LLLP. Should the Managing Entity desire to transfer the monitoring and commitments to a successor entity, then it must provide a copy of a legally 9.A.2.a Packet Pg. 209 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA, SRAA-PL20180003069 May 16, 2019 Page 8 of 9 binding document, to be approved for legal sufficiency by the County Attorney. After such approval, the Managing Entity will be released of its obligations upon written approval of the transfer by County staff, and the successor entity shall become the Managing Entity. As Owner and Developer sell off tracts, the Managing Entity shall provide written notice to the County that includes, if applicable, an acknowledgement of the commitments required by the SRA Document by the new owner and the new owner's agreement to comply with the Commitments through the Managing Entity, but the Managing Entity will not be relieved of its responsibility under this Section. When the County determines that the SRA Document commitments have been fulfilled, the Managing Entity shall no longer be responsible for the monitoring of this SRA. Attachment A-Resolution Attachment B- Original Master Plan and Proposed Master Plan Attachment C- FLUE Consistency Review Attachment D- Back-Up Materials Attachment D- NIM Materials 9.A.2.a Packet Pg. 210 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) PREPARED BY: GIL MARTINEZ, PRINCIPAL PLANNER REVIEWED BY: RAYt\4 V. BELLOWS, ZONING MANAGER ZONING DIVISION-ZONING SERVICES SECTION f Z6 DATE {z1 ry ./H14 DATE Z ?t DATE 3 /,r MIKE BOSI, AICP, DIRECTOR ZONING DIVISION-ZONING SERVICES SECTION APPROVED BY: FRENCH, DEPUTY DEPARTMENT HEAD GROWTH MANAGEMENT DEPARTMENT Town of Ave Maria SRA, SRAA-P120180003069 April 19, 2019 DATE Page 9 of I (__ 9.A.2.a Packet Pg. 211 Attachment: Staff Report Ave Maria 5-3-19 Signed (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.b Packet Pg. 212 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.b Packet Pg. 213 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) EXHIBIT A9.A.2.b Packet Pg. 214 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Part of Sections 4-9, and 16-18, Township 48 South, Range 29 East, and Sections 31-33, Township 47 South, Range 29 East, Collier County, Florida (SRA) COMMENCING at the Southwest corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the west line of said Section 16, North 01º04’07” West 150.00 feet to the POINT OF BEGINNING; Thence leaving said line, South 88°57'06" West 354.33 feet; Thence North 01°07'23" West 200.01 feet; Thence South 88°57'05" West 2,215.48 feet; Thence South 88°55'37" West 1,128.15 feet; Thence South 89°32'56" West 1,286.63 feet; Thence North 00°27'04" West 1,089.55 feet; Thence South 89°32'56" West 242.19 feet; Thence South 89°24'19" West 3,977.40 feet; Thence North 00°01'40" East 1,280.68 feet; Thence North 90º00’00” East 1,125.68 feet; Thence North 00°19'38" West 520.46 feet; Thence North 09°27'58" East 38.31 feet; Thence North 14°56'15" East 32.59 feet; Thence North 59°02'49" East 24.49 feet; Thence North 68°12'25" East 33.93 feet; Thence North 73°08'54" East 72.42 feet; Thence North 69°14'09" East 65.14 feet; Thence North 61°11'58" East 47.93 feet; Thence North 56°44'10" East 80.38 feet; Thence North 54°18'17" East 82.75 feet; Thence North 51°34'19" East 552.31 feet; Thence North 12°32'03" East 52.12 feet; Thence North 16°41'34" West 780.99 feet; Thence North 38°40'18" West 48.27 feet; Thence North 55°58'45" West 175.13 feet; Thence North 78°14'12" West 46.21 feet; Thence South 86°41'17" West 358.77 feet; Thence North 43°16'35" West 44.00 feet; Thence North 01°28'53" West 584.34 feet; Thence North 88°45'30" East 2,256.99 feet; Thence North 11°31'40" West 679.82 feet; Thence North 29°57'19" East 43.24 feet; Thence North 80°03'11" East 750.96 feet; Thence North 82°05'14" East 23.32 feet; Thence North 08°45'48" West 831.15 feet; Thence 82.76 feet along the arc of a non-tangential circular curve concave Southeast having a radius of 128.55 feet through a central angle of 36°53'11" and being subtended by a chord which bears North 23°30'23" East 81.34 feet to a point of reverse curvature; EXHIBIT B PAGE 1 OF 15SRAA-PL20180003069 4/30/2019 APPENDIX A 9.A.2.b Packet Pg. 215 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence 149.95 feet along the arc of a circular curve concave West having a radius of 215.80 feet through a central angle of 39°48'43" and being subtended by a chord which bears North 22°02'37" East 146.95 feet; Thence North 02°08'16" East 434.86 feet; Thence North 38°40'13" East 124.61 feet; Thence North 23°55'58" East 503.82 feet; Thence North 89°19'06" East 272.53 feet; Thence North 81°10'42" East 718.98 feet; Thence North 09°56'39" East 638.73 feet; Thence North 73°36'58" East 172.46 feet; Thence North 10°53'22" East 171.73 feet; Thence 327.51 feet along the arc of a non-tangential circular curve concave Southwest having a radius of 275.44 feet through a central angle of 68°07'37" and being subtended by a chord which bears North 39°53'35" West 308.56 feet; Thence North 73°57'24" West 492.85 feet; Thence 313.21 feet along the arc of a non-tangential circular curve concave South having a radius of 331.73 feet through a central angle of 54°05'52" and being subtended by a chord which bears North 90º00’00” West 301.71 feet; Thence South 62°57'04" West 506.32 feet; Thence 155.39 feet along the arc of a non-tangential circular curve concave Southeast having a radius of 107.24 feet through a central angle of 83°01'31" and being subtended by a chord which bears South 27°09'30" West 142.15 feet; Thence South 14°21'16" East 287.88 feet; Thence 341.14 feet along the arc of a non-tangential circular curve concave Northwest having a radius of 168.89 feet through a central angle of 115°44'01" and being subtended by a chord which bears South 29°11'23" West 286.03 feet; Thence South 87°03'24" West 81.50 feet; Thence South 19°06'00" West 178.46 feet; Thence South 73°34'35" West 263.81 feet; Thence South 33°42'00" West 81.86 feet; Thence South 51°52'05" West 1,402.28 feet; Thence 219.21 feet along the arc of a non-tangential circular curve concave Southeast having a radius of 151.50 feet through a central angle of 82°54'07" and being subtended by a chord which bears South 22°50'28" West 200.58 feet; Thence South 18°36'35" East 1,047.10 feet; Thence 196.86 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 170.73 feet through a central angle of 66°04'00" and being subtended by a chord which bears South 48°32'34" East 186.14 feet; Thence South 81°34'34" East 177.10 feet; Thence South 14°02'28" East 106.97 feet; Thence South 15°53'24" West 33.42 feet; Thence South 72°18'08" West 1,325.01 feet; Thence North 16°22'40" West 868.64 feet; Thence North 16°02'21" West 1,001.63 feet; Thence North 15°43'23" West 808.63 feet; Thence North 14°29'42" West 215.30 feet; Thence North 02°51'21" West 51.77 feet; Thence North 37°59'19" East 51.77 feet; Thence North 58°24'39" East 660.90 feet; Thence North 56°56'25" East 865.77 feet; Thence North 62°27'21" East 303.89 feet; Thence North 58°11'43" East 148.88 feet; Thence North 66°27'20" East 99.67 feet; EXHIBIT B PAGE 2 OF 15SRAA-PL20180003069 4/30/2019 APPENDIX A 9.A.2.b Packet Pg. 216 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence North 79°59'44" East 60.67 feet; Thence North 18°39'40" East 212.96 feet; Thence North 13°26'09" East 80.67 feet; Thence North 04°05'14" East 65.75 feet; Thence North 00°47'28" East 593.12 feet; Thence North 05°29'40" East 61.18 feet; Thence North 20°17'22" East 57.43 feet; Thence North 51°55'17" East 55.07 feet; Thence South 84°48'27" East 51.76 feet; Thence South 67°53'53" East 40.46 feet; Thence South 53°37'33" East 55.29 feet; Thence South 55°37'37" East 158.19 feet; Thence South 66°28'32" East 79.22 feet; Thence South 81°19'48" East 69.92 feet; Thence North 80°53'08" East 96.10 feet; Thence North 83°09'35" East 88.49 feet; Thence South 75°58'08" East 57.96 feet; Thence South 45°44'09" East 65.43 feet; Thence South 23°12'23" East 107.03 feet; Thence South 31°09'29" East 124.53 feet; Thence South 36°28'03" East 195.13 feet; Thence South 41°49'01" East 193.27 feet; Thence South 41°27'57" East 187.53 feet; Thence South 50°06'28" East 177.12 feet; Thence North 86°06'03" East 103.33 feet; Thence North 82°07'11" East 76.87 feet; Thence North 58°49'02" East 61.16 feet; Thence North 41°11'10" East 266.09 feet; Thence North 43°45'15" East 203.61 feet; Thence North 63°26'06" East 230.87 feet; Thence North 55°12'54" East 17.74 feet; Thence North 06°58'17" West 40.07 feet; Thence North 60°20'46" East 94.06 feet; Thence North 14°42'46" East 42.02 feet; Thence North 52°22'08" East 29.10 feet; Thence North 05°13'18" East 37.01 feet; Thence North 07°13'16" West 185.10 feet; Thence North 08°55'50" West 66.36 feet; Thence North 08°35'26" West 70.11 feet; Thence North 03°30'28" East 24.24 feet; Thence North 09°22'28" East 32.62 feet; Thence North 32°03'11" East 61.35 feet; Thence North 41°59'52" East 54.16 feet; Thence North 46°38'59" East 44.15 feet; Thence North 40°19'34" East 80.40 feet; Thence North 39°30'46" East 42.43 feet; Thence North 52°07'39" East 71.16 feet; Thence North 60°17'11" East 55.95 feet; Thence North 68°43'34" East 63.02 feet; Thence North 86°12'19" East 41.51 feet; Thence South 75°32'58" East 74.98 feet; Thence North 78°55'50" East 42.97 feet; Thence North 69°31'07" East 36.80 feet; PAGE 3 OF 15 EXHIBIT B SRAA-PL20180003069 4/30/2019 APPENDIX A 9.A.2.b Packet Pg. 217 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence North 75°37'20" East 34.34 feet; Thence South 72°08'39" East 57.43 feet; Thence South 56°52'50" East 70.22 feet; Thence South 56°52'18" East 99.31 feet; Thence South 70°35'59" East 56.76 feet; Thence South 85°12'15" East 70.23 feet; Thence North 85°47'37" East 52.90 feet; Thence North 77°16'18" East 51.33 feet; Thence North 64°20'23" East 9.49 feet; Thence North 23°58'25" East 60.47 feet; Thence North 39°27'42" East 136.06 feet; Thence North 18°12'03" East 123.70 feet; Thence North 16°26'30" West 137.54 feet; Thence North 45°55'34" West 133.51 feet; Thence North 84°43'21" West 101.26 feet; Thence South 87°06'53" West 375.05 feet; Thence South 86°31'55" West 296.36 feet; Thence North 02°29'11" West 25.06 feet; Thence South 85°19'00" West 63.79 feet; Thence South 87°01'35" West 57.73 feet; Thence North 85°14'11" West 27.05 feet; Thence North 86°11'09" West 22.51 feet; Thence North 71°01'47" West 25.34 feet; Thence North 74°57'44" West 25.97 feet; Thence North 80°42'24" West 41.73 feet; Thence North 77°00'19" West 49.95 feet; Thence North 78°26'56" West 104.70 feet; Thence North 78°45'16" West 195.82 feet; Thence North 79°21'51" West 81.14 feet; Thence North 76°30'15" West 38.50 feet; Thence North 70°33'36" West 13.50 feet; Thence North 53°58'21" West 10.18 feet; Thence North 53°58'22" West 10.18 feet; Thence North 43°09'08" West 16.42 feet; Thence North 34°52'31" West 30.12 feet; Thence North 37°08'48" West 31.00 feet; Thence North 45°00'00" West 37.06 feet; Thence North 43°28'45" West 29.92 feet; Thence North 52°29'45" West 40.59 feet; Thence North 53°28'16" West 25.16 feet; Thence North 69°51'49" West 23.93 feet; Thence North 72°53'50" West 40.74 feet; Thence North 74°38'02" West 101.72 feet; Thence North 76°25'14" West 79.73 feet; Thence North 73°50'34" West 83.41 feet; Thence North 77°16'32" West 71.39 feet; Thence North 89°42'58" West 0.16 feet; Thence North 70°38'50" West 32.47 feet; Thence North 75°44'50" West 240.26 feet; Thence South 76°22'29" West 54.20 feet; Thence North 75°46'41" West 12.81 feet; Thence North 78°06'45" West 243.02 feet; Thence South 87°32'28" West 438.43 feet; PAGE 4 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 218 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence South 86°36'21" West 1,109.58 feet; Thence North 77°00'11" West 142.86 feet; Thence South 17°30'03" West 10.94 feet; Thence South 21°30'05" East 36.63 feet; Thence South 30°57'50" West 6.02 feet; Thence North 73°10'43" West 139.18 feet; Thence North 11°46'06" West 25.32 feet; Thence North 05°42'38" West 20.76 feet; Thence North 04°23'55" West 13.47 feet; Thence North 50°11'40" West 8.07 feet; Thence North 83°59'28" West 19.73 feet; Thence North 84°57'27" West 35.25 feet; Thence North 83°49'48" West 38.44 feet; Thence North 80°44'23" West 96.27 feet; Thence North 79°48'04" West 449.12 feet; Thence North 77°49'57" West 284.20 feet; Thence North 83°39'35" West 93.52 feet; Thence North 87°39'46" West 101.30 feet; Thence North 84°25'40" West 85.09 feet; Thence North 77°28'16" West 95.22 feet; Thence North 77°23'45" West 170.38 feet; Thence North 75°57'50" West 76.65 feet; Thence North 69°26'38" West 35.30 feet; Thence North 69°46'31" West 41.82 feet; Thence North 48°48'50" West 43.91 feet; Thence North 46°14'43" West 134.40 feet; Thence North 43°58'24" West 611.34 feet; Thence North 45°00'00" West 338.85 feet; Thence North 44°41'45" West 412.62 feet; Thence North 43°26'06" West 267.38 feet; Thence North 46°27'29" West 200.89 feet; Thence North 66°02'14" East 12.72 feet; Thence North 81°52'12" East 18.83 feet; Thence North 03°20'45" East 73.83 feet; Thence South 85°25'42" West 6.48 feet; Thence North 90º00’00” West 10.84 feet; Thence South 70°27'48" West 16.99 feet; Thence South 56°18'36" West 14.89 feet; Thence South 75°57'49" West 17.03 feet; Thence South 87°16'25" West 10.86 feet; Thence North 59°20'58" West 16.21 feet; Thence North 35°32'16" West 17.77 feet; Thence North 26°33'54" West 17.32 feet; Thence North 16°11'21" West 16.67 feet; Thence North 01°52'04" West 47.53 feet; Thence North 00°05'16" West 336.69 feet; Thence North 00°29'38" West 299.52 feet; Thence North 00°56'29" West 220.01 feet; Thence North 00°52'19" East 237.57 feet; Thence North 00°46'52" West 113.62 feet; Thence North 00º00’00” East 13.43 feet; Thence North 14°02'10" East 8.52 feet; Thence North 45°00'00" East 5.84 feet; PAGE 5 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 219 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence North 71°33'54" East 9.80 feet; Thence North 82°24'19" East 15.63 feet; Thence South 89°12'02" East 222.07 feet; Thence South 86°36'31" East 69.83 feet; Thence South 82°38'52" East 32.28 feet; Thence South 70°49'16" East 25.15 feet; Thence South 60°38'32" East 18.96 feet; Thence South 62°44'41" East 38.34 feet; Thence South 73°08'30" East 35.61 feet; Thence South 87°42'34" East 25.84 feet; Thence North 86°18'31" East 32.08 feet; Thence North 74°58'54" East 43.84 feet; Thence North 66°16'18" East 51.33 feet; Thence North 56°01'25" East 57.29 feet; Thence North 52°34'43" East 171.66 feet; Thence North 43°53'54" East 75.96 feet; Thence North 36°37'17" East 47.61 feet; Thence North 35°48'12" East 77.68 feet; Thence North 30°21'29" East 83.78 feet; Thence North 22°37'12" East 67.13 feet; Thence North 13°36'02" East 32.94 feet; Thence North 14°28'13" East 66.13 feet; Thence North 10°57'15" East 65.22 feet; Thence North 11°18'36" East 21.06 feet; Thence North 16°41'58" East 10.78 feet; Thence North 45°00'00" East 10.22 feet; Thence North 58°23'33" East 15.76 feet; Thence North 64°39'14" East 21.71 feet; Thence North 67°47'47" East 163.98 feet; Thence North 64°59'39" East 161.25 feet; Thence North 66°22'14" East 18.04 feet; Thence North 72°53'50" East 28.10 feet; Thence North 90º00’00” East 14.46 feet; Thence North 88°18'55" East 35.13 feet; Thence South 88°36'10" East 42.36 feet; Thence North 90º00’00” East 28.92 feet; Thence South 82°45'47" East 16.40 feet; Thence South 61°55'39" East 17.73 feet; Thence North 69°34'35" East 118.02 feet; Thence North 81°56'55" East 17.06 feet; Thence North 86°43'15" East 124.39 feet; Thence North 13°46'19" West 328.58 feet; Thence North 70°48'07" East 76.21 feet; Thence North 54°29'06" East 37.97 feet; Thence North 21°53'45" West 54.48 feet; Thence North 70°47'14" East 77.55 feet; Thence North 71°02'31" East 35.61 feet; Thence North 72°16'21" East 131.70 feet; Thence North 72°04'43" East 126.98 feet; Thence North 73°13'18" East 106.86 feet; Thence North 71°11'17" East 74.14 feet; Thence North 68°33'08" East 30.93 feet; Thence North 71°33'54" East 17.88 feet; PAGE 6 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 220 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence North 81°15'14" East 13.52 feet; Thence South 83°05'20" East 17.09 feet; Thence South 47°43'35" East 15.29 feet; Thence South 37°20'58" East 24.58 feet; Thence South 16°38'20" East 46.68 feet; Thence South 24°10'17" East 35.78 feet; Thence South 21°52'45" East 70.36 feet; Thence South 34°33'45" East 28.09 feet; Thence South 47°26'12" East 34.20 feet; Thence South 52°25'53" East 8.43 feet; Thence South 71°33'54" East 9.75 feet; Thence South 85°01'49" East 11.87 feet; Thence South 87°08'15" East 20.59 feet; Thence South 88°25'50" East 37.54 feet; Thence North 87°33'48" East 48.37 feet; Thence South 89°35'00" East 141.38 feet; Thence North 89°06'34" East 99.23 feet; Thence North 84°31'51" East 48.55 feet; Thence North 82°20'00" East 26.97 feet; Thence North 79°46'40" East 31.87 feet; Thence North 76°27'51" East 28.56 feet; Thence North 70°23'45" East 39.84 feet; Thence North 70°48'11" East 134.46 feet; Thence North 70°37'19" East 79.02 feet; Thence North 66°32'28" East 29.70 feet; Thence North 57°49'44" East 37.66 feet; Thence North 53°21'57" East 74.96 feet; Thence North 54°24'59" East 148.87 feet; Thence North 50°50'35" East 203.54 feet; Thence North 48°43'53" East 33.52 feet; Thence North 32°23'52" East 31.67 feet; Thence 334.86 feet along the arc of a non-tangential circular curve concave West having a radius of 272.48 feet through a central angle of 70°24'48" and being subtended by a chord which bears North 06°25'03" West 314.18 feet; Thence North 41°37'27" West 133.18 feet; Thence 184.60 feet along the arc of a circular curve concave Southwest having a radius of 573.36 feet through a central angle of 18°26'50" and being subtended by a chord which bears North 50°50'52" West 183.80 feet; Thence North 60°04'16" West 149.32 feet; Thence 44.34 feet along the arc of a non-tangential circular curve concave East having a radius of 29.99 feet through a central angle of 84°41'37" and being subtended by a chord which bears North 17°43'30" West 40.41 feet; Thence North 24°37'19" East 671.62 feet; Thence North 23°58'37" East 211.35 feet; Thence North 27°45'05" East 100.63 feet; Thence North 34°51'48" East 129.90 feet; Thence North 36°14'23" East 119.58 feet; Thence North 39°15'14" East 61.92 feet; Thence North 30°37'48" East 96.80 feet; Thence North 31°09'42" East 136.09 feet; Thence North 31°57'25" East 103.02 feet; Thence North 32°39'03" East 134.08 feet; Thence North 28°32'24" East 53.34 feet; PAGE 7 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 221 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence North 31°15'49" East 35.90 feet; Thence North 36°52'12" East 24.66 feet; Thence North 53°49'13" East 22.74 feet; Thence North 59°30'01" East 46.43 feet; Thence North 58°16'35" East 70.87 feet; Thence North 46°49'06" East 48.85 feet; Thence North 34°36'20" East 66.58 feet; Thence North 36°23'58" East 266.89 feet; Thence North 35°28'00" East 51.47 feet; Thence North 24°13'40" East 48.08 feet; Thence North 20°29'50" East 62.60 feet; Thence North 17°32'36" East 44.54 feet; Thence North 11°02'07" East 134.56 feet; Thence North 09°20'41" East 65.81 feet; Thence North 08°49'13" East 32.16 feet; Thence North 02°07'16" West 14.81 feet; Thence North 19°58'59" West 12.83 feet; Thence North 29°55'53" West 20.87 feet; Thence North 45°00'00" West 56.96 feet; Thence North 48°51'56" West 57.48 feet; Thence North 42°38'48" West 28.31 feet; Thence North 38°47'48" West 35.86 feet; Thence North 43°25'04" West 39.03 feet; Thence North 36°22'11" East 30.93 feet; Thence North 23°54'19" East 139.67 feet; Thence South 66°53'26" East 241.46 feet; Thence South 64°45'28" East 263.29 feet; Thence South 71°18'47" East 57.07 feet; Thence South 85°07'33" East 50.51 feet; Thence North 81°05'07" East 75.18 feet; Thence North 81°43'21" East 63.88 feet; Thence North 84°57'08" East 36.24 feet; Thence South 86°25'39" East 63.61 feet; Thence South 81°31'21" East 262.28 feet; Thence South 88°08'03" East 273.99 feet; Thence North 80°58'13" East 327.79 feet; Thence North 67°50'56" East 252.22 feet; Thence North 81°02'01" East 819.65 feet; Thence North 81°42'41" East 310.84 feet; Thence South 65°34'43" East 80.72 feet; Thence North 89°59'47" East 219.16 feet; Thence North 82°42'28" East 41.19 feet; Thence North 58°02'38" East 138.72 feet; Thence North 41°09'18" East 91.38 feet; Thence North 73°57'36" East 83.05 feet; Thence North 84°51'58" East 305.34 feet; Thence North 86°38'43" East 343.90 feet; Thence North 87°28'42" East 503.72 feet; Thence North 88°46'01" East 328.07 feet; Thence North 37°30'20" East 357.69 feet; Thence North 15°32'08" East 149.51 feet; Thence North 86°55'36" East 261.44 feet; Thence North 72°53'31" East 576.59 feet; PAGE 8 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 222 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence North 50°45'14" East 202.55 feet; Thence North 87°14'14" East 314.60 feet; Thence South 76°38'32" East 143.08 feet; Thence North 89°49'43" East 1,054.71 feet; Thence South 75°20'32" East 42.85 feet; Thence South 41°43'41" East 38.04 feet; Thence South 59°44'48" East 101.86 feet; Thence South 82°56'38" East 71.89 feet; Thence North 76°31'27" East 68.87 feet; Thence North 60°32'45" East 175.39 feet; Thence North 78°18'10" East 41.23 feet; Thence North 89°28'30" East 480.22 feet; Thence North 82°52'57" East 82.50 feet; Thence North 59°26'48" East 47.53 feet; Thence North 77°36'27" East 12.36 feet; Thence South 70°55'29" East 16.45 feet; Thence South 47°41'12" East 748.88 feet; Thence South 34°06'49" East 46.63 feet; Thence South 14°16'24" East 615.15 feet; Thence North 85°59'44" East 160.53 feet; Thence North 47°06'44" East 110.60 feet; Thence North 29°11'18" East 460.96 feet; Thence North 13°56'57" East 67.16 feet; Thence South 51°56'23" East 650.95 feet; Thence South 00°14'33" East 1,537.82 feet; Thence South 00°22'10" East 2,347.87 feet; Thence North 89°29'01" East 210.00 feet; Thence South 00°22'10" East 200.00 feet; Thence South 89°29'01" West 210.00 feet; Thence South 00°22'10" East 62.31 feet; Thence South 00°30'10" East 2,674.23 feet; Thence South 00°35'31" East 2,684.53 feet; Thence South 00°38'11" East 2,610.24 feet; Thence South 00°30'34" East 199.67 feet; Thence 227.68 feet along the arc of a circular curve concave East having a radius of 3,032.95 feet through a central angle of 04°18'04" and being subtended by a chord which bears South 02°39'36" East 227.63 feet; Thence South 04°48'38" East 400.93 feet; Thence South 05°08'04" East 83.53 feet; Thence South 00°29'16" East 87.64 feet; Thence continue along said line South 00°29'16" East 1,584.56 feet; Thence South 89°04'49" West 604.79 feet; Thence North 47°03'54" West 98.67 feet; Thence South 52°55'08" West 87.29 feet; Thence South 06°39'26" West 102.55 feet; Thence South 71°24'17" West 367.36 feet; Thence North 19°54'41" West 104.73 feet; Thence North 43°05'38" West 251.09 feet; Thence North 11°04'29" East 79.58 feet; Thence North 05°51'31" West 66.56 feet; Thence North 48°52'26" West 332.24 feet; Thence North 74°56'35" West 80.29 feet; Thence South 74°58'06" West 235.65 feet; SRAA-PL20180003069 4/30/2019 PAGE 9 OF 15 APPENDIX A EXHIBIT B 9.A.2.b Packet Pg. 223 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Thence South 51°40'42" West 93.09 feet; Thence South 21°53'05" West 241.50 feet; Thence South 77°21'09" West 341.17 feet; Thence South 60°48'05" West 79.49 feet; Thence North 88°09'54" West 265.68 feet; Thence South 89°36'53" West 1,150.41 feet; Thence South 00°23'11" East 619.66 feet; Thence South 89°36'49" West 912.92 feet; Thence South 00°38'46" East 2,985.82 feet; Thence 224.04 feet along the arc of a non-tangential circular curve concave West having a radius of 2,721.25 feet through a central angle of 04°43'02" and being subtended by a chord which bears South 01°44'02" West 223.98 feet; Thence South 04°05'59" West 217.57 feet; Thence 153.40 feet along the arc of a non-tangential circular curve concave East having a radius of 2,277.17 feet through a central angle of 03°51'35" and being subtended by a chord which bears South 02°10'28" West 153.37 feet; Thence South 06°34'56" East 1,089.87 feet; Thence South 88°54'44" West 247.15 feet to the POINT OF BEGINNING. Containing 5,026.94 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the South line of Section 16, Township 48 South, Range 29 East, Collier County, Florida, being South 88º54’34” West. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: October 18, 2018 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref. 4H-125B Digitally signed by Lance T Miller, PSM LS#5627 DN: cn=Lance T Miller, PSM LS#5627, o=Stantec Consulting Services Inc, ou=Digitally signed and sealed using a SHA-1 authentication code; and, Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies., email=lance.miller@stantec. com, c=US Date: 2019.02.14 13:41:01 -05'00' PAGE 10 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 224 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Digitally signed by Lance T Miller, PSM LS#5627 DN: cn=Lance T Miller, PSM LS#5627, o=Stantec Consulting Services Inc, ou=Digitally signed and sealed using a SHA-1 authentication code; and, Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies., email=lance.miller@stantec.com, c=US Date: 2019.02.14 13:41:39 -05'00' PAGE 11 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 225 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) PAGE 12 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 226 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) PAGE 13 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 227 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) PAGE 14 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 228 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) PAGE 15 OF 15SRAA-PL20180003069 4/30/2019 EXHIBIT B APPENDIX A 9.A.2.b Packet Pg. 229 Attachment: Resolution - 043019 (8770 : Ave Maria Stewardship Receiving Area Amendment) Growth Management Department Zoning Division CO N S I S T E N C Y RE V I E W M E M O RA N D U M To: Gilbert Martinez, AICP, Principal Planner, Zoning Services Section From: Corby Schmidt, AICP, Principal Planner, Comprehensive Planning Section Date: April 10, 2019 Subject: Future Land Use Element Consistency Review of Proposed Stewardship Receiving Area Amendment PETITION NUMBER: SRAA PL20180003069 PETITION NAME: Ave Maria [REV: 1] REQUEST: This petition seeks to amend the boundary of a Stewardship Receiving Area (SRA) for the Town of Ave Maria on the approximate 5,027-acre site in accordance with the provisions of Florida State Statutes and the Rural Land Stewardship Area Overlay (RLSAO) of Collier County, as contained in the Collier County Growth Management Plan’s Future Land Use Element and the Collier County Land Development Code. The actual acreage affected by this boundary change is approximately 12.75 acres, and there is no net loss or gain to the overall size of the SRA. LOCATION: The Town of Ave Maria is located west of Camp Keais Road, and north of Oil Well Road, within Sections 31, 32, and 33, Township 47 South, Range 29 East; and Sections 4, 5, 6, 7, 8, 9, 16, 17, and 18, Township 48 South, Range 29 East. COMPREHENSIVE PLANNING COMMENTS: The Growth Management Plan (GMP) together with the Land Development Code (LDC) are used in determining the consistency of the request. Due to the limited nature of this amendment, few of the RLSA Policies apply, and the scope of this report is consequently abbreviated. The Project Narrative submitted for Town of Ave Maria SRA Master Plan amendment explains that the boundary is shifted by removing acreages located in the northeast portion of the Town (including a portion of the future Camp Keais Road right-of-way, now conveyed to the County) and by adding acreage adjacent to the southeast boundary of the SRA. The project must meet the relevant Collier County RSLA Overlay Stewardship Receiving Area Policies (Group 4 Policies) as listed, followed by staff comments/analysis [in italics]. Policy 4.9: A SRA must contain sufficient suitable land to accommodate the planned development in an environmentally acceptable manner. The primary means of directing development away from wetlands and critical habitat is the prohibition of locating SRAs in FSAs, HSAs, and WRAs. To 9.A.2.c Packet Pg. 230 Attachment: PL18-3069 Ave Maria 2019 Con Rev memo_REV1 FNL FLUE CONSISTENCY (8770 : Ave Maria Stewardship Receiving Area further direct development away from wetlands and critical habitat, residential, commercial, manufacturing/light industrial, group housing, and transient housing, institutional, civic and community service uses within a SRA shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. In addition, conditional use essential services and governmental essential services, with the exception of those necessary to serve permitted uses and for public safety, shall not be sited on lands that receive a Natural Resource Index value of greater than 1.2. The Index value of greater than 1.2 represents those areas that have a high natural resource value as measured pursuant to Policy 1.8. Less than 2% of potential SRA land achieves an Index score of greater than 1.2. The Project Narrative submitted with application materials indicates, “the area to be added to the SRA has been evaluated and the land has a Natural Resource Index value of less than 1.2”. Staff defers review and comment pertaining to the Natural Resource Index value within the SRA to specialists of the Environmental Planning Section of the County’s Development Review Division. No other changes are proposed to the Town of Ave Maria SRA. CONSISTENCY REVIEW FINDINGS: Based upon the above analysis, staff finds the proposed amendment may be deemed consistent with the Collier County RSLA Overlay. Also: The Land Use Summary appearing on the proposed Town of Ave Maria SRA Master Plan indicates that the “Town Center” land use acreage increases by ±12.74 acres, and the “Neighborhood General” land use acreage decreases by a corresponding ±12.74 acres. But these figures may be in error. In fact, only a fraction of an acre of “Town Center” land use acreage is to be removed, while the entire additional land use acreage is to be identified as “Neighborhood General”. Correct this SRA Master Plan misinformation. cc: Ray Bellows, Zoning Manager, Zoning Services Section David Weeks, AICP, Growth Management Manager, Comprehensive Planning Section Michael Bosi, AICP, Director, Zoning Division G:\CDES Planning Services\Comprehensive\RLSA SSAs SRAs\STEWARDSHIP RECEIVING AREAS\2019 Ave Maria SRAA\SRAA-18-3069 Con Revs G:\CDES Planning Services\Comprehensive\RLSA SSAs SRAs\STEWARDSHIP RECEIVING AREAS\2019 Ave Maria SRAA\SRAA-18-3069 Con Revs\PL18-3069 Ave Maria 2019 Con Rev memo_REV1 FNL.docx 9.A.2.c Packet Pg. 231 Attachment: PL18-3069 Ave Maria 2019 Con Rev memo_REV1 FNL FLUE CONSISTENCY (8770 : Ave Maria Stewardship Receiving Area 9.A.2.dPacket Pg. 232Attachment: Existing and Proposed Ave Maria SRA A Master Plan (8770 : Ave Maria Stewardship 9.A.2.dPacket Pg. 233Attachment: Existing and Proposed Ave Maria SRA A Master Plan (8770 : Ave Maria Stewardship Ave Maria SRA Amendment PL20180003069 Application and Supporting Documents May 16, 2019 CCPC Hearing 9.A.2.e Packet Pg. 234 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 Fax. 239-947-0375 3800 Via Del Rey EB 0005151 LB 0005151 LC 26000266 Bonita Springs, FL 34134 www.gradyminor.com February 21, 2019 Mr. Gilbert Martinez, AICP Collier County Growth Management Division/ Planning and Regulation Land Development Services Department Comprehensive Planning Section 2800 North Horseshoe Drive Naples, FL 34104 RE: Collier County Application for Public Hearing, Ave Maria SRA Amendment – PL20180003069, Submittal 1 Dear Mr. Finn: A Collier County application for Public Hearing for a Stewardship Receiving Area Amendment application for property located within the Ave Maria SRA is being filed electronically for review. This application proposes to remove 12.74± acres located in the northeast portion of the town and adding 12.74± acres adjacent to the southeast boundary of the SRA. There is no net increase or decrease in the SRA acreage, and no increase in density or intensity of uses within the SRA are proposed. Documents filed with submittal 1 include the following: 1. Cover Letter 2. Application for a Public Hearing for SRA Amendment 3. Property Owner List 4. Project Narrative 5. Pre-application meeting notes 6. Affidavit of Authorization 7. Property Ownership Disclosure Form 8. Completed Addressing Checklist 9. Warranty Deed(s) 10. Boundary Survey/Sketch and Legal 11. Aerial Location Map 9.A.2.e Packet Pg. 235 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Mr. Gilbert Martinez, AICP RE: Collier County Application for Public Hearing, Ave Maria SRA Amendment – PL20180003069, Submittal 1 February 21, 2019 Page 2 of 2 12. Existing SRA Master Plan 13. Proposed SRA Master Plan Please feel free to contact Rich Yovanovich at 435-3535 or me should you have any questions. Sincerely, D. Wayne Arnold, AICP c: David Genson Richard D. Yovanovich GradyMinor File 9.A.2.e Packet Pg. 236 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 1 Sharon Umpenhour From:Sharon Umpenhour Sent:Friday, April 19, 2019 12:06 PM To:AshtonHeidi Cc:SmithCamden; 'David Genson (dgenson@barroncollier.com)'; 'Richard D. Yovanovich (ryovanovich@cyklawfirm.com)'; Wayne Arnold; Dianna Quintanilla (DQuintanilla@cyklawfirm.com) Subject:RE: Ave Maria SRA Attachments:Area 1 Sketch and Legals.pdf TrackingTracking:Recipient Delivery AshtonHeidi SmithCamden 'David Genson (dgenson@barroncollier.com)' 'Richard D. Yovanovich (ryovanovich@cyklawfirm.com)' Wayne Arnold Delivered: 4/19/2019 12:08 PM Dianna Quintanilla (DQuintanilla@cyklawfirm.com) Heidi, Regarding your review comment corrections 5, 6 & 7, attached are the additional sketch and legals you requested for area 1. Corrections 5, 6 & 7: Separate sketches and descriptions have been requested for the three different ownerships within Area 1. In addition, the CCPA website has updated their acreage for Area 1 – Parcel 1 to 143.62 (a small portion was conveyed in December 2018 to lower the acreage calculation of the folio). Sharon Umpenhour Senior Planning Technician From: Sharon Umpenhour Sent: Tuesday, April 16, 2019 5:08 PM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov> Cc: SmithCamden <Camden.Smith@colliercountyfl.gov>; 'David Genson (dgenson@barroncollier.com)' <dgenson@barroncollier.com>; 'Richard D. Yovanovich (ryovanovich@cyklawfirm.com)' <ryovanovich@cyklawfirm.com>; Wayne Arnold <WArnold@gradyminor.com>; Dianna Quintanilla (DQuintanilla@cyklawfirm.com) <DQuintanilla@cyklawfirm.com> Subject: Ave Maria SRA Good afternoon Heidi, 9.A.2.e Packet Pg. 237 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 2 Please see below regarding your review comments. Correction 1: Please find attached the Corporate information from SunBiz. Ave Maria University Land Trust, Inc. signs on behalf of AMULT, LLC. Correction 2: Working on this item Correction 3: Barron Collier Partnership, LLLP and AMULT, LLC own Area 1 - Parcel 1 and Area 3 together as tenants in common. Each owns an undivided 50% interest in the parcels. Ave Maria University Land Trust, Inc. signs on behalf of AMULT, LLC. Property Ownership Disclosure form is being revised. Correction 4: Property Ownership Disclosure form is being revised. Corrections 5, 6 & 7: Separate sketches and descriptions have been requested for the three different ownerships within Area 1. In addition, the CCPA website has updated their acreage for Area 1 – Parcel 1 to 143.62 (a small portion was conveyed in December 2018 to lower the acreage calculation of the folio). Correction 8: This Area also includes a portion of folio #00138680101 bringing the total acreage to 0.55 acres. Correction 9: Sketches and legal descriptions are attached for each area. Regards, Sharon Umpenhour Senior Planning Technician Q. Grady Minor and Associates, P.A. 3800 Via Del Rey Bonita Springs, FL 34134 Phone - 239.947.1144 Fax - 239.947.0375 Email - sumpenhour@gradyminor.com Web - http://www.gradyminor.com DISCLAIMER: This communication from Q. Grady Minor & Associates, P.A., along with any attachments or electronic data is intended only for the addressee(s) named above and may contain information that is confidential, legally privileged or otherwise exempt from disclosure. The recipient agrees and accepts the following conditions: The electronic file/data is for informational purposes only and is the responsibility of the recipient to reconcile this electronic file/data with the approved and certified "plan of record" along with actual project site conditions. Q. Grady Minor & Associates, P.A. reserves the right to revise, update and improve its electronically stored data without notice and assumes no responsibility due to a virus or damages caused by receiving this email. 9.A.2.e Packet Pg. 238 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 1 Sharon Umpenhour From:Sharon Umpenhour Sent:Thursday, April 18, 2019 8:11 AM To:David Genson; AshtonHeidi; SmithCamden; Wayne Arnold; BellowsRay Cc:GundlachNancy; Richard Yovanovich; BosiMichael Subject:RE: [External] RE: Ave Maria SRAA Attachments:Property Owner Disclosure-rev1.pdf; Revised Affidavit AMULT 4.17.19.pdf TrackingTracking:Recipient Delivery David Genson AshtonHeidi SmithCamden Wayne Arnold Delivered: 4/18/2019 8:12 AM BellowsRay GundlachNancy Richard Yovanovich BosiMichael Good morning, Please find attached the updated Property Owner Disclosure and Affidavit for AMULT. below is a screen shot from the Division of Corporations showing the sunbiz filing is in process. Sharon Umpenhour Senior Planning Technician 9.A.2.e Packet Pg. 239 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 2 From: David Genson <DGenson@barroncollier.com> Sent: Wednesday, April 17, 2019 11:32 AM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov>; Sharon Umpenhour <SUmpenhour@gradyminor.com>; SmithCamden <Camden.Smith@colliercountyfl.gov>; Wayne Arnold <WArnold@gradyminor.com>; BellowsRay <Ray.Bellows@colliercountyfl.gov> Cc: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov>; Richard Yovanovich <ryovanovich@cyklawfirm.com>; BosiMichael <Michael.Bosi@colliercountyfl.gov> Subject: RE: [External] RE: Ave Maria SRAA All- We spoke with Eugene Munin yesterday and confirmed that they are going to update the filing with the Division of Corporations so it will be “Active.” They will also update the Sunbiz filing for Ave Maria University Land Trust, Inc. to show that he is President, and not Robert Farnham, as it is currently listed. Thanks, David B. Genson, PE Senior Vice President/Director of Development 2600 Golden Gate Parkway Naples, FL 34105 Phone: 239-262-2600 Direct: 239-403-6804 Mobile: 239-404-3337 From: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov> Sent: Wednesday, April 17, 2019 11:15 AM To: Sharon Umpenhour <SUmpenhour@gradyminor.com>; SmithCamden <Camden.Smith@colliercountyfl.gov>; Wayne Arnold <WArnold@gradyminor.com>; BellowsRay <Ray.Bellows@colliercountyfl.gov> Cc: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov>; Richard Yovanovich <ryovanovich@cyklawfirm.com>; BosiMichael <Michael.Bosi@colliercountyfl.gov>; David Genson <DGenson@barroncollier.com> Subject: [External] RE: Ave Maria SRAA Sharon, AMULT LLC was administratively dissolved. Heidi Ashton-Cicko Heidi Ashton-Cicko Managing Assistant County Attorney Office of the Collier County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8400 9.A.2.e Packet Pg. 240 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 3 From: Sharon Umpenhour <SUmpenhour@gradyminor.com> Sent: Wednesday, April 17, 2019 11:02 AM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov>; SmithCamden <Camden.Smith@colliercountyfl.gov>; Wayne Arnold <WArnold@gradyminor.com>; BellowsRay <Ray.Bellows@colliercountyfl.gov> Cc: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov>; Richard Yovanovich <ryovanovich@cyklawfirm.com>; BosiMichael <Michael.Bosi@colliercountyfl.gov>; 'David Genson (dgenson@barroncollier.com)' <dgenson@barroncollier.com> Subject: RE: Ave Maria SRAA I believe the entity is being reactivated. David please correct me if I am wrong. AMULT, LLC is not dissolved it is only inactive. Sharon Umpenhour Senior Planning Technician From: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov> Sent: Wednesday, April 17, 2019 10:31 AM To: Sharon Umpenhour <SUmpenhour@gradyminor.com>; SmithCamden <Camden.Smith@colliercountyfl.gov>; Wayne Arnold <WArnold@gradyminor.com>; BellowsRay <Ray.Bellows@colliercountyfl.gov> Cc: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov>; Richard Yovanovich <ryovanovich@cyklawfirm.com>; BosiMichael <Michael.Bosi@colliercountyfl.gov>; 'David Genson (dgenson@barroncollier.com)' <dgenson@barroncollier.com> Subject: RE: Ave Maria SRAA It appears that AMULT, LLC is still inactive. Will this change? Or will the documents address that? Heidi Ashton-Cicko Heidi Ashton-Cicko Managing Assistant County Attorney Office of the Collier County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8400 From: Sharon Umpenhour <SUmpenhour@gradyminor.com> Sent: Wednesday, April 17, 2019 10:27 AM To: SmithCamden <Camden.Smith@colliercountyfl.gov>; Wayne Arnold <WArnold@gradyminor.com>; BellowsRay <Ray.Bellows@colliercountyfl.gov> Cc: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov>; Richard Yovanovich <ryovanovich@cyklawfirm.com>; BosiMichael <Michael.Bosi@colliercountyfl.gov>; AshtonHeidi <Heidi.Ashton@colliercountyfl.gov>; 'David Genson (dgenson@barroncollier.com)' <dgenson@barroncollier.com> Subject: RE: Ave Maria SRAA Camden, Please see attached email that was sent to you and Heidi yesterday at 5:08pm. 9.A.2.e Packet Pg. 241 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 4 Also attached are the Sunbiz corp information documents for AMULT, LLC and Ave Maria University Land Trust, Inc. Ave Maria University Land Trust, Inc. is the Managing Member for AMULT, LLC. Gene Munin signs as President for Ave Maria University Land Trust, Inc., we have revised the Affidavit of Authorization to reflect this information and are coordinating with our client for signatures. I will email to you as soon as I have the executed document. The attached Property Owner List reflects all the parcels associated with the properties being removed and added. Sharon Umpenhour Senior Planning Technician From: SmithCamden <Camden.Smith@colliercountyfl.gov> Sent: Wednesday, April 17, 2019 10:09 AM To: Wayne Arnold <WArnold@gradyminor.com>; Sharon Umpenhour <SUmpenhour@gradyminor.com>; BellowsRay <Ray.Bellows@colliercountyfl.gov> Cc: GundlachNancy <Nancy.Gundlach@colliercountyfl.gov>; Richard Yovanovich <ryovanovich@cyklawfirm.com>; BosiMichael <Michael.Bosi@colliercountyfl.gov> Subject: Ave Maria SRAA Wayne and Sharon, Nancy has been re-assigned Ave Maria SRAA. She, Ray and I met with Heidi regarding comments and Ray and I need to conference call with you. A legal description is needed for that top right portion for what is and is not included in the SRA eve though an overall updated legal description was submitted. Additionally, Heidi mentioned in reference to her question regarding the .52 vs .55 acreage added from Collier County that it might include another folio. Please make sure to clarify that and update as needed. The affidavits are not filled out by CAO. I will be emailing you and Nick Casalanguida the Affidavit, because you will need to see his signature immediately by COB tomorrow if possible. The defunct LLC, you’ll need to see whom should sign that affidavit. See Heidi’s comments in CV. We are not issuing a review letter IN CASE you are able to get things in by COB tomorrow or first thing Friday so that you might be able to make your scheduled hearings, but that also means Heidi must have time to review the explanation, updates etc. and it is only her the CAO GMD Office. Please, aware she needs adequate time to review. Otherwise, you will be pushed to August/Sept. Respectfully, Camden Smith, MPA, PMP Zoning Division, Operations Manager 2800 North Horseshoe Drive, Naples, FL 34104 Phone: 239-252-1042 Note: Email Address Has Changed Camden.smith@colliercountyfl.gov Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning. 9.A.2.e Packet Pg. 242 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5 Exceeding Expectations Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. 9.A.2.e Packet Pg. 243 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 2005-AR-6896 Ave Maria Development, LLLP 2600 Golden Gate Pkwy Naples FL 34105 239-262-2600 dgenson@barroncollier.com D. Wayne Arnold / Richard D. Yovanovich Q. Grady Minor and Assoc., P.A. / Coleman, Yovanovich and Koester, P.A. 3800 Via Del Rey Bonita Springs FL 34134 239-947-1144 warnold@gradyminor.com / ryovanovich@cyklawfirm.com Please see "Property Owner List" 9.A.2.e Packet Pg. 244 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA North of Oil Well Road and West of Camp Keais Road 12.74+/- A-MHO-RLSAO agricultural and/or vacant A-MHO-RLSAO agricultural and/or vacant A-MHO-RLSAO agricultural and/or vacant A-MHO-RLSAO agricultural and/or vacant D. Wayne Arnold, AICP 239-947-1144 3800 Via Del Rey Bonita Springs FL 34134 Richard D. Yovanovich 239-435-3535 4001 Tamiami Trail North, Suite 300 Naples FL 34103 * 47, 48 29 SRA (A-MHO-RLSAO) 9.A.2.e Packet Pg. 245 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) N.A. See Property Owner Disclosure N.A. See Property Owner Disclosure 9.A.2.e Packet Pg. 246 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) N.A. 2018, 2014, 2008 and 2004 9.A.2.e Packet Pg. 247 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Digitally signed by D. Wayne Arnold, AICP Date: 2019-03-25 08:28: 03 9.A.2.e Packet Pg. 248 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 249 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Property Owner List April 22, 2019 Page 1 of 3 Property Owner List-rev1.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Area 1 – Parcel 1 – 6.79± Acres Area 1 – Parcel 2 – 1.38± Acres Area 1 – Parcel 3 – 4.02± Acres Area 2 – Parcel – 0.52± Acres 9.A.2.e Packet Pg. 250 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Property Owner List April 22, 2019 Page 2 of 3 Property Owner List-rev1.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Area 2 – Parcel – 0.03± Acres Area 3 – Parcel – 12.74± Acres 9.A.2.e Packet Pg. 251 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Property Owner List April 22, 2019 Page 3 of 3 Property Owner List-rev1.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Property Ownership Map 9.A.2.e Packet Pg. 252 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Project Narrative February 14, 2019 Page 1 of 1 Project Narrative.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com The applicant is proposing to amend the SRA boundary and Town Plan for the Ave Maria SRA. The boundary is being shifted by removing 12.74± acres located in the northeast portion of the town, which includes removing the portion within the future right-of-way of Camp Keais Road, which has been conveyed to Collier County, and adding 12.74± acres adjacent to the southeast boundary of the SRA. There is no net increase or decrease in the SRA acreage, and no increase in density or intensity of uses within the SRA are proposed. The area to be added to the SRA has been evaluated and the land has a Natural Resource Index Value of less than 1.2, which is consistent with FLU Policy 4.9 of the Growth Management Plan. The SRA Master Plan is proposed to be modified to show the added and deleted 12.74± acre parcels. The newly added lands will be designated Neighborhood General, consistent with the area being removed from the SRA. A golf course may be contemplated in a portion of the town near the newly added parcel; therefore, a conceptual golf course layout has been depicted on the SRA Master Plan. The area adjacent to the northern boundary of the revision of the residential area to golf course/residential has also been revised to show as being reconfigured to be more consistent with the anticipated development. No other changes are proposed to the SRA. 9.A.2.e Packet Pg. 253 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 254 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 255 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 256 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 257 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 258 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 259 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 260 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 261 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 262 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 263 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 264 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 265 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 266 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 267Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship 9.A.2.e Packet Pg. 268 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 269 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 270Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 271Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 272Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 273Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 274Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Created 9/28/2017 Page 1 of 3 This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: Name and Address % of Ownership b. If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership AMULT, LLC – Parcel No. 00138600000 & 00226240204 50 Ave Maria University Land Trust, Inc. (a Florida Not For Profit Corporation), 2600 Golden Gate Pkwy, #200 signs on behalf of AMULT, LLC 100 Collier County, C/O Real Property Management– Parcel No. 00138680101 & 22671200709 (a Florida Not For Profit Corporation) 3335 Tamiami Tr E, Suite 101 100 c. If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Name and Address % of Ownership PROPERTY OWNERSHIP DISCLOSURE FORM 9.A.2.e Packet Pg. 275 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Created 9/28/2017 Page 2 of 3 d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the general and/or limited partners: Name and Address % of Ownership Barron Collier Partnership, LLLP – Parcel No. 00138600000 & 00226240204 50 Barron Collier Management, LLC 1.0000% Juliet C. Sproul Family Inheritance Trust 24.7500% Barron G. Collier III Lifetime Irrevocable Trust 24.7500% Lamar Gable Lifetime Irrevocable Trust 12.3750% FGVLIRT – Christopher D. Villere Family 4.1250% FGVLIRT – Mathilde V. Currence Family 4.1250% FGVLIRT – Lamar G. Villere Family 4.1250% Phyllis G. Alden Lifetime Irrevocable Trust 12.3750% Donna G. Keller Lifetime Irrevocable Trust 12.3750% Ave Maria Development, LLLP – Parcel No. 00138602008 100 Barron Collier Corporation – see attached 50 NUA Baile, LLC 50 Thomas S. Monaghan, Manager Paul Roney, Manager e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the officers, stockholders, beneficiaries, or partners: Name and Address % of Ownership Date of Contract: 9.A.2.e Packet Pg. 276 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Created 9/28/2017 Page 3 of 3 f. If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: g. Name and Address h. Date subject property acquired 2018, 2014, 2008 and 2004 Leased: Term of lease years /months If, Petitioner has option to buy, indicate the following: Date of option: Date option terminates: , or Anticipated closing date: Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest -holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition’s final public hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 April 17, 2019 Agent/Owner Signature Date D. Wayne Arnold, AICP Agent/Owner Name (please print) AFFIRM PROPERTY OWNERSHIP INFORMATION 9.A.2.e Packet Pg. 277 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105-3227 Current Principal Place of Business: Current Mailing Address: 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105-3227 Entity Name: BARRON COLLIER CORPORATION DOCUMENT# P03000070655 FEI Number: 20-0104023 Certificate of Status Desired: Name and Address of Current Registered Agent: BOAZ, BRADLEY A 2600 GOLDEN GATE PARKWAY NAPLES, FL 34105-3227 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Officer/Director Detail Date FILED Apr 23, 2018 Secretary of State CC4890659628 BRADLEY A. BOAZ V/S/T 04/23/2018 2018 FLORIDA PROFIT CORPORATION ANNUAL REPORT No Title P/D Name COLLIER, BARRON III Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 Title VP/D Name GABLE, R. BLAKESLEE Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 Title V/S/T/RA Name BOAZ, BRADLEY A Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105 Title DIRECTOR Name ALDEN, PHYLLIS G Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 Title DIRECTOR Name SPROUL, KATHERINE G Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 Title VP Name BAIRD, DOUGLAS E Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105 Title DIRECTOR Name VILLERE, LAMAR G Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 Title DIRECTOR Name KUNDE, CHELSEA Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 Continues on page 2 9.A.2.e Packet Pg. 278 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Officer/Director Detail Continued : Title VP Name GOGUEN, BRIAN Address 2600 GOLDEN GATE PARKWAY City-State-Zip:NAPLES FL 34105-3227 9.A.2.e Packet Pg. 279 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Current Principal Place of Business: Current Mailing Address: 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Entity Name: AMULT, LLC DOCUMENT# L03000029860 FEI Number: 20-0154974 Certificate of Status Desired: Name and Address of Current Registered Agent: MUNIN, EUGENE L 5050 AVE MARIA BLVD AVE MARIA, FL 34142 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Authorized Person(s) Detail : I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am a managing member or manager of the limited liability company or the receiver or trustee empowered to execute this report as required by Chapter 605, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: Electronic Signature of Signing Authorized Person(s) Detail Date EUGENE L. MUNIN FILED Apr 17, 2019 Secretary of State 4436832506CR EUGENE L. MUNIN CFO 04/17/2019 2019 FLORIDA LIMITED LIABILITY COMPANY REINSTATEMENT Yes 04/17/2019 Title MGRM Name AVE MARIA UNIVERSITY LAND TRUST, INC. Address 5050 AVE MARIA BLVD City-State-Zip:AVE MARIA FL 34142 9.A.2.e Packet Pg. 280 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Detail by Entity Name http://search.sunbiz.org/...%20maria%20university%20land%20trust&listNameOrder=AVEMARIAUNIVERSITYLANDTRUST%20N030000069580[4/16/2019 4:15:38 PM] Department of State / Division of Corporations / Search Records / Detail By Document Number / Document Number FEI/EIN Number Date Filed State Status Last Event Event Date Filed Previous On List Next On List Return to List Events No Name History Detail by Entity Name Florida Not For Profit Corporation AVE MARIA UNIVERSITY LAND TRUST, INC. Filing Information N03000006958 20-0154974 08/13/2003 FL ACTIVE REINSTATEMENT 07/25/2018 Principal Address 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Changed: 04/30/2008 Mailing Address 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Changed: 04/30/2008 Registered Agent Name & Address Munin, Eugene L, CFO 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Name Changed: 07/25/2018 DIVISION OF CORPORATIONSFlorida Department of State ave maria university land trust Search 9.A.2.e Packet Pg. 281 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Detail by Entity Name http://search.sunbiz.org/...%20maria%20university%20land%20trust&listNameOrder=AVEMARIAUNIVERSITYLANDTRUST%20N030000069580[4/16/2019 4:15:38 PM] Address Changed: 01/24/2012 Officer/Director Detail Name & Address Title Treasurer FORREST, III, GEORGE 24 FRANK LLOYD WRIGHT DR ANN ARBOR, MI 48106 Title President Farnham, Robert E 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Title Secretary Grace, Dennis J 5050 AVE MARIA BLVD AVE MARIA, FL 34142 Annual Reports Report Year Filed Date 2016 03/09/2016 2017 07/25/2018 2018 07/25/2018 Document Images 07/25/2018 -- REINSTATEMENT View image in PDF format 03/09/2016 -- ANNUAL REPORT View image in PDF format 07/24/2015 -- ANNUAL REPORT View image in PDF format 02/06/2014 -- AMENDED ANNUAL REPORT View image in PDF format 01/16/2014 -- ANNUAL REPORT View image in PDF format 10/29/2013 -- AMENDED ANNUAL REPORT View image in PDF format 05/01/2013 -- ANNUAL REPORT View image in PDF format 04/30/2012 -- ANNUAL REPORT View image in PDF format 01/24/2012 -- Reg. Agent Change View image in PDF format 04/29/2011 -- ANNUAL REPORT View image in PDF format 04/30/2010 -- ANNUAL REPORT View image in PDF format 04/22/2009 -- ANNUAL REPORT View image in PDF format 9.A.2.e Packet Pg. 282 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Detail by Entity Name http://search.sunbiz.org/...%20maria%20university%20land%20trust&listNameOrder=AVEMARIAUNIVERSITYLANDTRUST%20N030000069580[4/16/2019 4:15:38 PM] 04/30/2008 -- ANNUAL REPORT View image in PDF format 04/24/2007 -- ANNUAL REPORT View image in PDF format 04/28/2006 -- ANNUAL REPORT View image in PDF format 01/05/2005 -- ANNUAL REPORT View image in PDF format 04/06/2004 -- ANNUAL REPORT View image in PDF format 10/13/2003 -- Amended and Restated Articles View image in PDF format 08/13/2003 -- Domestic Non-Profit View image in PDF format Previous On List Next On List Return to List Events No Name History Florida Department of State, Division of Corporations ave maria university land trust Search 9.A.2.e Packet Pg. 283 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 ADDRESSING CHECKLIST Please complete the following and email to GMD_Addressing@colliergov.net or fax to the Operations Division at 239-252-5724 or submit in person to the Addressing Section at the above address. Form must be signed by Addressing personnel prior to pre-application meeting, please allow 3 days for processing. Not all items will apply to every project. Items in bold type are required. FOLIO NUMBERS MUST BE PROVIDED. Forms older than 6 months will require additional review and approval by the Addressing Section. PETITION TYPE (Indicate type below, complete a separate Addressing Checklist for each Petition type) BL (Blasting Permit) BD (Boat Dock Extension) Carnival/Circus Permit CU (Conditional Use) EXP (Excavation Permit) FP (Final Plat LLA (Lot Line Adjustment) PNC (Project Name Change) PPL (Plans & Plat Review) PSP (Preliminary Subdivision Plat) PUD Rezone RZ (Standard Rezone) SDP (Site Development Plan) SDPA (SDP Amendment) SDPI (Insubstantial Change to SDP) SIP (Site Im provement Plan) SIPI (Insubstantial Change to SIP) SNR (Street Name Change) SNC (Street Name Change – Unplatted) TDR (Transfer of Development Rights) VA (Variance) VRP (Vegetation Removal Permit) VRSFP (Vegetation Removal & Site Fill Permit) OTHER LEGAL DESCRIPT ION of subject property or properties (copy of lengthy description may be attached) FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) STREET ADDRESS or ADDRESSES (as applicable, if already assigned) PROPOSED STREET NAMES (if applicable) SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way PROPOSED PROJECT NAME (if applicable) SDP - or AR or PL # SURVEY (copy - needed only for unplatted properties) CURRENT PROJECT NAME (if applicable) Rev. 6/9/2017 Page 1 of 2 9.A.2.e Packet Pg. 284 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 Please Return Approved Checklist By: Email Personally picked up Applicant Name: Signature on Addressing Checklist does not constitute Project and/or Street Name approval and is subject to further review by the Operations Division. FOR STAFF USE ONLY Folio Number Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: Date: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Fax Email/Fax:Phone: Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) Rev. 6/9/2017 Page 2 of 2 9.A.2.e Packet Pg. 285 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Property Owner List December 5, 2018 Page 1 of 3 Property Owner List.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Area 1 – Parcel 1 Area 1 – Parcel 2 9.A.2.e Packet Pg. 286 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Property Owner List December 5, 2018 Page 2 of 3 Property Owner List.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Area 2 – Parcel Area 3 – Parcel 9.A.2.e Packet Pg. 287 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) Property Owner List December 5, 2018 Page 3 of 3 Property Owner List.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Property Ownership Map 9.A.2.e Packet Pg. 288 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 2/14/2019 Collier County Property Appraiser http://www.collierappraiser.com/1/1 $ 20,441,000 $ 4,500,000 $ 12,856,913 $ 244,571 $ 13,101,484 $ 517,238 $ 10,563,953 $ 2,020,293 $ 2,537,531 $ 2,020,293 Collier County Proper ty Appraiser Proper ty Summar y Parcel No 00226240204 SiteAddress 9485OILWELLRD Site City IMMOKALEE Site Zone*Note 34142 Name / Address BARRON COLLIER PRTNRSHP LLLP AMULT LLC 2600 GOLDEN GATE PKWY STE 200 City NAPLES State FL Zip 34105-3227 Map No.Strap No.Section Township Range Acres  *Estimated 3E04 000100 003 03E04 4 48 29 1061.9 Legal 4 48 29 THOSE PORTIONS OF SEC 4,5,8,9 AND 16 AS DESC IN OR 3682 PG 3256,ALONG WITH THOSE PORTIONS SEC 9 AND 16 AS DESC IN OR 3696 PG 3139LESS 3.95AC DESC IN OR 4052 PG 544 LESS AVE MARIA PHASE ONE, LESS OR4109 PG 3377, LESS THAT PORTION IN SECS 4,5,8 & 9 AS DESC IN OR 4186 PG773 (REFERD AS BCP-AMULT COMMERCE PARK PARCEL), LESS THOSE PORTIONSFOR R/W AS DESC IN OR 4322 PGS 1382 & 1386, LESS PORTIONS AS DESC IN OR4378 PGS 3421 AND 3424, LESS THAT PORTION AS DESC IN OR 4930 PG 97, LESSTHAT PORTION OF SEC 8 & 9 AS DESC IN OR 5198 PG 3746, LESS PORTION OFSEC 9 & 16 AS DESC IN OR 5582 PG 3048 Millage Area 298 Millage Rates   *Calculations Sub./Condo 100 - ACREAGE HEADER School Other Total Use Code 52 - CROPLAND SOIL CAPABILITY CL ASS II 5.049 8.3947 13.4437 Latest Sales Histor y (Not all Sales are listed due to Confidentiality) Date Book-Page Amount 11/19/04 3682-3245 12/08/94 2009-1546  2018 Certified Tax Roll (Subject to Change) Land Value (+) Improved Value (=) Market Value (-) 10% Cap (-) Agriculture (=) Assessed Value (=) School Taxable Value (=) Taxable Value If all Values shown above equal 0 this parcel was created after theFinal Tax Roll   9.A.2.e Packet Pg. 289 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 290 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 291 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 292 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 293 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 294 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 295 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 296 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 297 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 298 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 299 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 300 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 301 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 302 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 303 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 304 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 305 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 306 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 307 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 308 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 309 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 310 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 311 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 312 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 313 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 314 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 315 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 316 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 317 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 318 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 319 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 320 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 321 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 322 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 323 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 324 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 325 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 326Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship 9.A.2.ePacket Pg. 327Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship 9.A.2.e Packet Pg. 328 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 329 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 330 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 331 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 332 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 333 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 334 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 335 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 336 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 337 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 338 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 339 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 340 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 341 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 342 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 343 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 344 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Part of Sections 4-9, and 16-18, Township 48 South, Range 29 East, and Sections 31-33, Township 47 South, Range 29 East, Collier County, Florida (SRA) COMMENCING at the Southwest corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the west line of said Section 16, North 01º04’07” West 150.00 feet to the POINT OF BEGINNING; Thence leaving said line, South 88°57'06" West 354.33 feet; Thence North 01°07'23" West 200.01 feet; Thence South 88°57'05" West 2,215.48 feet; Thence South 88°55'37" West 1,128.15 feet; Thence South 89°32'56" West 1,286.63 feet; Thence North 00°27'04" West 1,089.55 feet; Thence South 89°32'56" West 242.19 feet; Thence South 89°24'19" West 3,977.40 feet; Thence North 00°01'40" East 1,280.68 feet; Thence North 90º00’00” East 1,125.68 feet; Thence North 00°19'38" West 520.46 feet; Thence North 09°27'58" East 38.31 feet; Thence North 14°56'15" East 32.59 feet; Thence North 59°02'49" East 24.49 feet; Thence North 68°12'25" East 33.93 feet; Thence North 73°08'54" East 72.42 feet; Thence North 69°14'09" East 65.14 feet; Thence North 61°11'58" East 47.93 feet; Thence North 56°44'10" East 80.38 feet; Thence North 54°18'17" East 82.75 feet; Thence North 51°34'19" East 552.31 feet; Thence North 12°32'03" East 52.12 feet; Thence North 16°41'34" West 780.99 feet; Thence North 38°40'18" West 48.27 feet; Thence North 55°58'45" West 175.13 feet; Thence North 78°14'12" West 46.21 feet; Thence South 86°41'17" West 358.77 feet; Thence North 43°16'35" West 44.00 feet; Thence North 01°28'53" West 584.34 feet; Thence North 88°45'30" East 2,256.99 feet; Thence North 11°31'40" West 679.82 feet; Thence North 29°57'19" East 43.24 feet; Thence North 80°03'11" East 750.96 feet; Thence North 82°05'14" East 23.32 feet; Thence North 08°45'48" West 831.15 feet; Thence 82.76 feet along the arc of a non-tangential circular curve concave Southeast having a radius of 128.55 feet through a central angle of 36°53'11" and being subtended by a chord which bears North 23°30'23" East 81.34 feet to a point of reverse curvature; 9.A.2.e Packet Pg. 345 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 2 Thence 149.95 feet along the arc of a circular curve concave West having a radius of 215.80 feet through a central angle of 39°48'43" and being subtended by a chord which bears North 22°02'37" East 146.95 feet; Thence North 02°08'16" East 434.86 feet; Thence North 38°40'13" East 124.61 feet; Thence North 23°55'58" East 503.82 feet; Thence North 89°19'06" East 272.53 feet; Thence North 81°10'42" East 718.98 feet; Thence North 09°56'39" East 638.73 feet; Thence North 73°36'58" East 172.46 feet; Thence North 10°53'22" East 171.73 feet; Thence 327.51 feet along the arc of a non-tangential circular curve concave Southwest having a radius of 275.44 feet through a central angle of 68°07'37" and being subtended by a chord which bears North 39°53'35" West 308.56 feet; Thence North 73°57'24" West 492.85 feet; Thence 313.21 feet along the arc of a non-tangential circular curve concave South having a radius of 331.73 feet through a central angle of 54°05'52" and being subtended by a chord which bears North 90º00’00” West 301.71 feet; Thence South 62°57'04" West 506.32 feet; Thence 155.39 feet along the arc of a non-tangential circular curve concave Southeast having a radius of 107.24 feet through a central angle of 83°01'31" and being subtended by a chord which bears South 27°09'30" West 142.15 feet; Thence South 14°21'16" East 287.88 feet; Thence 341.14 feet along the arc of a non-tangential circular curve concave Northwest having a radius of 168.89 feet through a central angle of 115°44'01" and being subtended by a chord which bears South 29°11'23" West 286.03 feet; Thence South 87°03'24" West 81.50 feet; Thence South 19°06'00" West 178.46 feet; Thence South 73°34'35" West 263.81 feet; Thence South 33°42'00" West 81.86 feet; Thence South 51°52'05" West 1,402.28 feet; Thence 219.21 feet along the arc of a non-tangential circular curve concave Southeast having a radius of 151.50 feet through a central angle of 82°54'07" and being subtended by a chord which bears South 22°50'28" West 200.58 feet; Thence South 18°36'35" East 1,047.10 feet; Thence 196.86 feet along the arc of a non-tangential circular curve concave Northeast having a radius of 170.73 feet through a central angle of 66°04'00" and being subtended by a chord which bears South 48°32'34" East 186.14 feet; Thence South 81°34'34" East 177.10 feet; Thence South 14°02'28" East 106.97 feet; Thence South 15°53'24" West 33.42 feet; Thence South 72°18'08" West 1,325.01 feet; Thence North 16°22'40" West 868.64 feet; Thence North 16°02'21" West 1,001.63 feet; Thence North 15°43'23" West 808.63 feet; Thence North 14°29'42" West 215.30 feet; Thence North 02°51'21" West 51.77 feet; Thence North 37°59'19" East 51.77 feet; Thence North 58°24'39" East 660.90 feet; Thence North 56°56'25" East 865.77 feet; Thence North 62°27'21" East 303.89 feet; Thence North 58°11'43" East 148.88 feet; Thence North 66°27'20" East 99.67 feet; 9.A.2.e Packet Pg. 346 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 3 Thence North 79°59'44" East 60.67 feet; Thence North 18°39'40" East 212.96 feet; Thence North 13°26'09" East 80.67 feet; Thence North 04°05'14" East 65.75 feet; Thence North 00°47'28" East 593.12 feet; Thence North 05°29'40" East 61.18 feet; Thence North 20°17'22" East 57.43 feet; Thence North 51°55'17" East 55.07 feet; Thence South 84°48'27" East 51.76 feet; Thence South 67°53'53" East 40.46 feet; Thence South 53°37'33" East 55.29 feet; Thence South 55°37'37" East 158.19 feet; Thence South 66°28'32" East 79.22 feet; Thence South 81°19'48" East 69.92 feet; Thence North 80°53'08" East 96.10 feet; Thence North 83°09'35" East 88.49 feet; Thence South 75°58'08" East 57.96 feet; Thence South 45°44'09" East 65.43 feet; Thence South 23°12'23" East 107.03 feet; Thence South 31°09'29" East 124.53 feet; Thence South 36°28'03" East 195.13 feet; Thence South 41°49'01" East 193.27 feet; Thence South 41°27'57" East 187.53 feet; Thence South 50°06'28" East 177.12 feet; Thence North 86°06'03" East 103.33 feet; Thence North 82°07'11" East 76.87 feet; Thence North 58°49'02" East 61.16 feet; Thence North 41°11'10" East 266.09 feet; Thence North 43°45'15" East 203.61 feet; Thence North 63°26'06" East 230.87 feet; Thence North 55°12'54" East 17.74 feet; Thence North 06°58'17" West 40.07 feet; Thence North 60°20'46" East 94.06 feet; Thence North 14°42'46" East 42.02 feet; Thence North 52°22'08" East 29.10 feet; Thence North 05°13'18" East 37.01 feet; Thence North 07°13'16" West 185.10 feet; Thence North 08°55'50" West 66.36 feet; Thence North 08°35'26" West 70.11 feet; Thence North 03°30'28" East 24.24 feet; Thence North 09°22'28" East 32.62 feet; Thence North 32°03'11" East 61.35 feet; Thence North 41°59'52" East 54.16 feet; Thence North 46°38'59" East 44.15 feet; Thence North 40°19'34" East 80.40 feet; Thence North 39°30'46" East 42.43 feet; Thence North 52°07'39" East 71.16 feet; Thence North 60°17'11" East 55.95 feet; Thence North 68°43'34" East 63.02 feet; Thence North 86°12'19" East 41.51 feet; Thence South 75°32'58" East 74.98 feet; Thence North 78°55'50" East 42.97 feet; Thence North 69°31'07" East 36.80 feet; 9.A.2.e Packet Pg. 347 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 4 Thence North 75°37'20" East 34.34 feet; Thence South 72°08'39" East 57.43 feet; Thence South 56°52'50" East 70.22 feet; Thence South 56°52'18" East 99.31 feet; Thence South 70°35'59" East 56.76 feet; Thence South 85°12'15" East 70.23 feet; Thence North 85°47'37" East 52.90 feet; Thence North 77°16'18" East 51.33 feet; Thence North 64°20'23" East 9.49 feet; Thence North 23°58'25" East 60.47 feet; Thence North 39°27'42" East 136.06 feet; Thence North 18°12'03" East 123.70 feet; Thence North 16°26'30" West 137.54 feet; Thence North 45°55'34" West 133.51 feet; Thence North 84°43'21" West 101.26 feet; Thence South 87°06'53" West 375.05 feet; Thence South 86°31'55" West 296.36 feet; Thence North 02°29'11" West 25.06 feet; Thence South 85°19'00" West 63.79 feet; Thence South 87°01'35" West 57.73 feet; Thence North 85°14'11" West 27.05 feet; Thence North 86°11'09" West 22.51 feet; Thence North 71°01'47" West 25.34 feet; Thence North 74°57'44" West 25.97 feet; Thence North 80°42'24" West 41.73 feet; Thence North 77°00'19" West 49.95 feet; Thence North 78°26'56" West 104.70 feet; Thence North 78°45'16" West 195.82 feet; Thence North 79°21'51" West 81.14 feet; Thence North 76°30'15" West 38.50 feet; Thence North 70°33'36" West 13.50 feet; Thence North 53°58'21" West 10.18 feet; Thence North 53°58'22" West 10.18 feet; Thence North 43°09'08" West 16.42 feet; Thence North 34°52'31" West 30.12 feet; Thence North 37°08'48" West 31.00 feet; Thence North 45°00'00" West 37.06 feet; Thence North 43°28'45" West 29.92 feet; Thence North 52°29'45" West 40.59 feet; Thence North 53°28'16" West 25.16 feet; Thence North 69°51'49" West 23.93 feet; Thence North 72°53'50" West 40.74 feet; Thence North 74°38'02" West 101.72 feet; Thence North 76°25'14" West 79.73 feet; Thence North 73°50'34" West 83.41 feet; Thence North 77°16'32" West 71.39 feet; Thence North 89°42'58" West 0.16 feet; Thence North 70°38'50" West 32.47 feet; Thence North 75°44'50" West 240.26 feet; Thence South 76°22'29" West 54.20 feet; Thence North 75°46'41" West 12.81 feet; Thence North 78°06'45" West 243.02 feet; Thence South 87°32'28" West 438.43 feet; 9.A.2.e Packet Pg. 348 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5 Thence South 86°36'21" West 1,109.58 feet; Thence North 77°00'11" West 142.86 feet; Thence South 17°30'03" West 10.94 feet; Thence South 21°30'05" East 36.63 feet; Thence South 30°57'50" West 6.02 feet; Thence North 73°10'43" West 139.18 feet; Thence North 11°46'06" West 25.32 feet; Thence North 05°42'38" West 20.76 feet; Thence North 04°23'55" West 13.47 feet; Thence North 50°11'40" West 8.07 feet; Thence North 83°59'28" West 19.73 feet; Thence North 84°57'27" West 35.25 feet; Thence North 83°49'48" West 38.44 feet; Thence North 80°44'23" West 96.27 feet; Thence North 79°48'04" West 449.12 feet; Thence North 77°49'57" West 284.20 feet; Thence North 83°39'35" West 93.52 feet; Thence North 87°39'46" West 101.30 feet; Thence North 84°25'40" West 85.09 feet; Thence North 77°28'16" West 95.22 feet; Thence North 77°23'45" West 170.38 feet; Thence North 75°57'50" West 76.65 feet; Thence North 69°26'38" West 35.30 feet; Thence North 69°46'31" West 41.82 feet; Thence North 48°48'50" West 43.91 feet; Thence North 46°14'43" West 134.40 feet; Thence North 43°58'24" West 611.34 feet; Thence North 45°00'00" West 338.85 feet; Thence North 44°41'45" West 412.62 feet; Thence North 43°26'06" West 267.38 feet; Thence North 46°27'29" West 200.89 feet; Thence North 66°02'14" East 12.72 feet; Thence North 81°52'12" East 18.83 feet; Thence North 03°20'45" East 73.83 feet; Thence South 85°25'42" West 6.48 feet; Thence North 90º00’00” West 10.84 feet; Thence South 70°27'48" West 16.99 feet; Thence South 56°18'36" West 14.89 feet; Thence South 75°57'49" West 17.03 feet; Thence South 87°16'25" West 10.86 feet; Thence North 59°20'58" West 16.21 feet; Thence North 35°32'16" West 17.77 feet; Thence North 26°33'54" West 17.32 feet; Thence North 16°11'21" West 16.67 feet; Thence North 01°52'04" West 47.53 feet; Thence North 00°05'16" West 336.69 feet; Thence North 00°29'38" West 299.52 feet; Thence North 00°56'29" West 220.01 feet; Thence North 00°52'19" East 237.57 feet; Thence North 00°46'52" West 113.62 feet; Thence North 00º00’00” East 13.43 feet; Thence North 14°02'10" East 8.52 feet; Thence North 45°00'00" East 5.84 feet; 9.A.2.e Packet Pg. 349 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 6 Thence North 71°33'54" East 9.80 feet; Thence North 82°24'19" East 15.63 feet; Thence South 89°12'02" East 222.07 feet; Thence South 86°36'31" East 69.83 feet; Thence South 82°38'52" East 32.28 feet; Thence South 70°49'16" East 25.15 feet; Thence South 60°38'32" East 18.96 feet; Thence South 62°44'41" East 38.34 feet; Thence South 73°08'30" East 35.61 feet; Thence South 87°42'34" East 25.84 feet; Thence North 86°18'31" East 32.08 feet; Thence North 74°58'54" East 43.84 feet; Thence North 66°16'18" East 51.33 feet; Thence North 56°01'25" East 57.29 feet; Thence North 52°34'43" East 171.66 feet; Thence North 43°53'54" East 75.96 feet; Thence North 36°37'17" East 47.61 feet; Thence North 35°48'12" East 77.68 feet; Thence North 30°21'29" East 83.78 feet; Thence North 22°37'12" East 67.13 feet; Thence North 13°36'02" East 32.94 feet; Thence North 14°28'13" East 66.13 feet; Thence North 10°57'15" East 65.22 feet; Thence North 11°18'36" East 21.06 feet; Thence North 16°41'58" East 10.78 feet; Thence North 45°00'00" East 10.22 feet; Thence North 58°23'33" East 15.76 feet; Thence North 64°39'14" East 21.71 feet; Thence North 67°47'47" East 163.98 feet; Thence North 64°59'39" East 161.25 feet; Thence North 66°22'14" East 18.04 feet; Thence North 72°53'50" East 28.10 feet; Thence North 90º00’00” East 14.46 feet; Thence North 88°18'55" East 35.13 feet; Thence South 88°36'10" East 42.36 feet; Thence North 90º00’00” East 28.92 feet; Thence South 82°45'47" East 16.40 feet; Thence South 61°55'39" East 17.73 feet; Thence North 69°34'35" East 118.02 feet; Thence North 81°56'55" East 17.06 feet; Thence North 86°43'15" East 124.39 feet; Thence North 13°46'19" West 328.58 feet; Thence North 70°48'07" East 76.21 feet; Thence North 54°29'06" East 37.97 feet; Thence North 21°53'45" West 54.48 feet; Thence North 70°47'14" East 77.55 feet; Thence North 71°02'31" East 35.61 feet; Thence North 72°16'21" East 131.70 feet; Thence North 72°04'43" East 126.98 feet; Thence North 73°13'18" East 106.86 feet; Thence North 71°11'17" East 74.14 feet; Thence North 68°33'08" East 30.93 feet; Thence North 71°33'54" East 17.88 feet; 9.A.2.e Packet Pg. 350 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 7 Thence North 81°15'14" East 13.52 feet; Thence South 83°05'20" East 17.09 feet; Thence South 47°43'35" East 15.29 feet; Thence South 37°20'58" East 24.58 feet; Thence South 16°38'20" East 46.68 feet; Thence South 24°10'17" East 35.78 feet; Thence South 21°52'45" East 70.36 feet; Thence South 34°33'45" East 28.09 feet; Thence South 47°26'12" East 34.20 feet; Thence South 52°25'53" East 8.43 feet; Thence South 71°33'54" East 9.75 feet; Thence South 85°01'49" East 11.87 feet; Thence South 87°08'15" East 20.59 feet; Thence South 88°25'50" East 37.54 feet; Thence North 87°33'48" East 48.37 feet; Thence South 89°35'00" East 141.38 feet; Thence North 89°06'34" East 99.23 feet; Thence North 84°31'51" East 48.55 feet; Thence North 82°20'00" East 26.97 feet; Thence North 79°46'40" East 31.87 feet; Thence North 76°27'51" East 28.56 feet; Thence North 70°23'45" East 39.84 feet; Thence North 70°48'11" East 134.46 feet; Thence North 70°37'19" East 79.02 feet; Thence North 66°32'28" East 29.70 feet; Thence North 57°49'44" East 37.66 feet; Thence North 53°21'57" East 74.96 feet; Thence North 54°24'59" East 148.87 feet; Thence North 50°50'35" East 203.54 feet; Thence North 48°43'53" East 33.52 feet; Thence North 32°23'52" East 31.67 feet; Thence 334.86 feet along the arc of a non-tangential circular curve concave West having a radius of 272.48 feet through a central angle of 70°24'48" and being subtended by a chord which bears North 06°25'03" West 314.18 feet; Thence North 41°37'27" West 133.18 feet; Thence 184.60 feet along the arc of a circular curve concave Southwest having a radius of 573.36 feet through a central angle of 18°26'50" and being subtended by a chord which bears North 50°50'52" West 183.80 feet; Thence North 60°04'16" West 149.32 feet; Thence 44.34 feet along the arc of a non-tangential circular curve concave East having a radius of 29.99 feet through a central angle of 84°41'37" and being subtended by a chord which bears North 17°43'30" West 40.41 feet; Thence North 24°37'19" East 671.62 feet; Thence North 23°58'37" East 211.35 feet; Thence North 27°45'05" East 100.63 feet; Thence North 34°51'48" East 129.90 feet; Thence North 36°14'23" East 119.58 feet; Thence North 39°15'14" East 61.92 feet; Thence North 30°37'48" East 96.80 feet; Thence North 31°09'42" East 136.09 feet; Thence North 31°57'25" East 103.02 feet; Thence North 32°39'03" East 134.08 feet; Thence North 28°32'24" East 53.34 feet; 9.A.2.e Packet Pg. 351 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 8 Thence North 31°15'49" East 35.90 feet; Thence North 36°52'12" East 24.66 feet; Thence North 53°49'13" East 22.74 feet; Thence North 59°30'01" East 46.43 feet; Thence North 58°16'35" East 70.87 feet; Thence North 46°49'06" East 48.85 feet; Thence North 34°36'20" East 66.58 feet; Thence North 36°23'58" East 266.89 feet; Thence North 35°28'00" East 51.47 feet; Thence North 24°13'40" East 48.08 feet; Thence North 20°29'50" East 62.60 feet; Thence North 17°32'36" East 44.54 feet; Thence North 11°02'07" East 134.56 feet; Thence North 09°20'41" East 65.81 feet; Thence North 08°49'13" East 32.16 feet; Thence North 02°07'16" West 14.81 feet; Thence North 19°58'59" West 12.83 feet; Thence North 29°55'53" West 20.87 feet; Thence North 45°00'00" West 56.96 feet; Thence North 48°51'56" West 57.48 feet; Thence North 42°38'48" West 28.31 feet; Thence North 38°47'48" West 35.86 feet; Thence North 43°25'04" West 39.03 feet; Thence North 36°22'11" East 30.93 feet; Thence North 23°54'19" East 139.67 feet; Thence South 66°53'26" East 241.46 feet; Thence South 64°45'28" East 263.29 feet; Thence South 71°18'47" East 57.07 feet; Thence South 85°07'33" East 50.51 feet; Thence North 81°05'07" East 75.18 feet; Thence North 81°43'21" East 63.88 feet; Thence North 84°57'08" East 36.24 feet; Thence South 86°25'39" East 63.61 feet; Thence South 81°31'21" East 262.28 feet; Thence South 88°08'03" East 273.99 feet; Thence North 80°58'13" East 327.79 feet; Thence North 67°50'56" East 252.22 feet; Thence North 81°02'01" East 819.65 feet; Thence North 81°42'41" East 310.84 feet; Thence South 65°34'43" East 80.72 feet; Thence North 89°59'47" East 219.16 feet; Thence North 82°42'28" East 41.19 feet; Thence North 58°02'38" East 138.72 feet; Thence North 41°09'18" East 91.38 feet; Thence North 73°57'36" East 83.05 feet; Thence North 84°51'58" East 305.34 feet; Thence North 86°38'43" East 343.90 feet; Thence North 87°28'42" East 503.72 feet; Thence North 88°46'01" East 328.07 feet; Thence North 37°30'20" East 357.69 feet; Thence North 15°32'08" East 149.51 feet; Thence North 86°55'36" East 261.44 feet; Thence North 72°53'31" East 576.59 feet; 9.A.2.e Packet Pg. 352 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9 Thence North 50°45'14" East 202.55 feet; Thence North 87°14'14" East 314.60 feet; Thence South 76°38'32" East 143.08 feet; Thence North 89°49'43" East 1,054.71 feet; Thence South 75°20'32" East 42.85 feet; Thence South 41°43'41" East 38.04 feet; Thence South 59°44'48" East 101.86 feet; Thence South 82°56'38" East 71.89 feet; Thence North 76°31'27" East 68.87 feet; Thence North 60°32'45" East 175.39 feet; Thence North 78°18'10" East 41.23 feet; Thence North 89°28'30" East 480.22 feet; Thence North 82°52'57" East 82.50 feet; Thence North 59°26'48" East 47.53 feet; Thence North 77°36'27" East 12.36 feet; Thence South 70°55'29" East 16.45 feet; Thence South 47°41'12" East 748.88 feet; Thence South 34°06'49" East 46.63 feet; Thence South 14°16'24" East 615.15 feet; Thence North 85°59'44" East 160.53 feet; Thence North 47°06'44" East 110.60 feet; Thence North 29°11'18" East 460.96 feet; Thence North 13°56'57" East 67.16 feet; Thence South 51°56'23" East 650.95 feet; Thence South 00°14'33" East 1,537.82 feet; Thence South 00°22'10" East 2,347.87 feet; Thence North 89°29'01" East 210.00 feet; Thence South 00°22'10" East 200.00 feet; Thence South 89°29'01" West 210.00 feet; Thence South 00°22'10" East 62.31 feet; Thence South 00°30'10" East 2,674.23 feet; Thence South 00°35'31" East 2,684.53 feet; Thence South 00°38'11" East 2,610.24 feet; Thence South 00°30'34" East 199.67 feet; Thence 227.68 feet along the arc of a circular curve concave East having a radius of 3,032.95 feet through a central angle of 04°18'04" and being subtended by a chord which bears South 02°39'36" East 227.63 feet; Thence South 04°48'38" East 400.93 feet; Thence South 05°08'04" East 83.53 feet; Thence South 00°29'16" East 87.64 feet; Thence continue along said line South 00°29'16" East 1,584.56 feet; Thence South 89°04'49" West 604.79 feet; Thence North 47°03'54" West 98.67 feet; Thence South 52°55'08" West 87.29 feet; Thence South 06°39'26" West 102.55 feet; Thence South 71°24'17" West 367.36 feet; Thence North 19°54'41" West 104.73 feet; Thence North 43°05'38" West 251.09 feet; Thence North 11°04'29" East 79.58 feet; Thence North 05°51'31" West 66.56 feet; Thence North 48°52'26" West 332.24 feet; Thence North 74°56'35" West 80.29 feet; Thence South 74°58'06" West 235.65 feet; 9.A.2.e Packet Pg. 353 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 10 Thence South 51°40'42" West 93.09 feet; Thence South 21°53'05" West 241.50 feet; Thence South 77°21'09" West 341.17 feet; Thence South 60°48'05" West 79.49 feet; Thence North 88°09'54" West 265.68 feet; Thence South 89°36'53" West 1,150.41 feet; Thence South 00°23'11" East 619.66 feet; Thence South 89°36'49" West 912.92 feet; Thence South 00°38'46" East 2,985.82 feet; Thence 224.04 feet along the arc of a non-tangential circular curve concave West having a radius of 2,721.25 feet through a central angle of 04°43'02" and being subtended by a chord which bears South 01°44'02" West 223.98 feet; Thence South 04°05'59" West 217.57 feet; Thence 153.40 feet along the arc of a non-tangential circular curve concave East having a radius of 2,277.17 feet through a central angle of 03°51'35" and being subtended by a chord which bears South 02°10'28" West 153.37 feet; Thence South 06°34'56" East 1,089.87 feet; Thence South 88°54'44" West 247.15 feet to the POINT OF BEGINNING. Containing 5,026.94 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the South line of Section 16, Township 48 South, Range 29 East, Collier County, Florida, being South 88º54’34” West. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: October 18, 2018 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref. 4H-125B 9.A.2.e Packet Pg. 354 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 355 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 356 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 357 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 358 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 359 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 360Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of Part of Section 33, Township 47 South, Range 29 East, Collier County, Florida COMMENCING at the Northeast corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the East line of said Section 33, South 00°14'32" East 27.59 feet to the POINT OF BEGINNING; Thence continue along said line South 00°14'32" East 45.99 feet; Thence leaving said line, South 05°51'27" West 224.83 feet; Thence 95.78 feet along the arc of a non-tangential circular curve concave East having a radius of 3,798.14 feet through a central angle of 01°26'42" and being subtended by a chord which bears South 05°04'45" West 95.78 feet; Thence South 26°31'54" West 759.71 feet; Thence North 51°56'23" West 650.95 feet; Thence North 13°56'57" East 142.69 feet; Thence North 76°19'41" East 160.84 feet; Thence North 61°43'54" East 107.89 feet; Thence North 18°58'36" East 69.73 feet; Thence North 01°36'49" West 341.03 feet; Thence North 89°06'53" East 584.42 feet to the POINT OF BEGINNING. Containing 12.19 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the East line of Section 33 being South 00º14’32” East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: November 1, 2018 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref.: 2H-216 Sheet 3 9.A.2.e Packet Pg. 361 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 362Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of Part of Section 33, Township 47 South, Range 29 East, Collier County, Florida COMMENCING at the Southeast corner of Section 33, Township 47 South, Range 29 East, Collier County, Florida; Thence along the East line of said Section 33, North 00°22'13" West 62.73 feet; Thence leaving said line, South 89°37'47" West 45.04 feet to the POINT OF BEGINNING; Thence South 89°29'01" West 119.99 feet; Thence North 00°22'10" West 200.00 feet; Thence North 89°29'01" East 120.04 feet; Thence South 00°21'24" East 200.00 feet to the POINT OF BEGINNING. Containing 0.55 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the East line of Section 33 being North 00º22’13” West. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: November 1, 2018 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref.: 2H-216 Sheet 1 9.A.2.e Packet Pg. 363 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 364Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of Part of Sections 9 & 16, Township 48 South, Range 29 East, Collier County, Florida COMMENCING at the Northeast corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the North line of said Section 16, North 89°28'38" East 253.23 feet to the POINT OF BEGINNING; Thence leaving said line, 52.29 feet along the arc of a circular curve concave West having a radius of 1,415.00 feet through central angle of 02°07'03" and being subtended by a chord which bears North 02°42'11" West 52.29 feet; Thence North 89°36'53" East 846.02 feet; Thence South 00°23'11" East 619.66 feet; Thence South 89°36'49" West 912.92 feet; Thence North 00°38'46" West 458.40 feet; Thence North 90º00’00” East 71.80 feet; Thence North 00°38'28" West 85.15 feet; Thence 24.37 feet along the arc of a non-tangential circular curve concave West having a radius of 1,415.00 feet through a central angle of 00°59'13" and being subtended by a chord which bears North 01°09'03" West 24.37 feet to the POINT OF BEGINNING. Containing 12.74 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the North line of Section 16 being North 89º28’38” East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: November 1, 2018 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref.: 2H-216 Sheet 2 9.A.2.e Packet Pg. 365 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 366Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of Part of Section 33, Township 47 South, Range 29 East, Collier County, Florida COMMENCING at the Northeast corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the East line of said Section 33, South 00°14'32" East 27.59 feet; Thence leaving said line, South 89º06’53” West 330.02 feet to the POINT OF BEGINNING; Thence South 00°14'32" East 24.70 feet; Thence South 05°51'27" West 199.81 feet; Thence 446.67 feet along the arc of a non-tangential circular curve concave East having a radius of 4,126.29 feet through a central angle of 06°12'08" and being subtended by a chord which bears South 02°48'35" West 446.45 feet; Thence South 00°14'33" East 370.28 feet; Thence North 51°56'23" West 650.95 feet; Thence North 13°56'57" East 142.69 feet; Thence North 76°19'41" East 160.84 feet; Thence North 61°43'54" East 107.89 feet; Thence North 18°58'36" East 69.73 feet; Thence North 01°36'49" West 341.03 feet; Thence North 89°06'53" East 254.40 feet to the POINT OF BEGINNING. Containing 6.79 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the East line of Section 33 being South 00º14’32” East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: April 18, 2019 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref.: 2H-216A Sheet 1 9.A.2.e Packet Pg. 367 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 368Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of Part of Section 33, Township 47 South, Range 29 East, Collier County, Florida COMMENCING at the Northeast corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the East line of said Section 33, South 00°14'32" East 27.59 feet; Thence leaving said line, South 89º06’53” West 120.01 feet to the POINT OF BEGINNING; Thence South 00°14'32" East 38.25 feet; Thence South 05°51'27" West 211.00 feet; Thence 377.93 feet along the arc of a non-tangential circular curve concave East having a radius of 3,918.14 feet through a central angle of 05°31'35" and being subtended by a chord which bears South 03°08'56" West 377.78 feet; Thence South 26°31'54" West 466.70 feet; Thence North 00°14'33" West 370.28 feet; Thence 446.67 feet along the arc of a non-tangential circular curve concave East having a radius of 4,126.29 feet through a central angle of 06°12'08" and being subtended by a chord which bears North 02°48'35" East 446.45 feet; Thence North 05°51'27" East 199.81 feet; Thence North 00°14'32" West 24.70 feet; Thence North 89°06'53" East 210.01 feet to the POINT OF BEGINNING. Containing 4.02 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the East line of Section 33 being South 00º14’32” East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: April 18, 2019 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref.: 2H-216A Sheet 2 9.A.2.e Packet Pg. 369 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 370Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 5801 Pelican Bay Boulevard, Suite 300, Naples, FL 34108 Legal Description Of Part of Section 33, Township 47 South, Range 29 East, Collier County, Florida COMMENCING at the Northeast corner of Section 16, Township 48 South, Range 29 East, Collier County, Florida; Thence along the East line of said Section 33, South 00°14'32" East 27.59 feet to the POINT OF BEGINNING; Thence leaving said line, South 00°14'32" East 45.99 feet; Thence South 05°51'27" West 224.83 feet; Thence 95.78 feet along the arc of a non-tangential circular curve concave East having a radius of 3,798.14 feet through a central angle of 01°26'42" and being subtended by a chord which bears South 05°04'45" West 95.78 feet; Thence South 26°31'54" West 293.01 feet; Thence 377.93 feet along the arc of a non-tangential circular curve concave East having a radius of 3,918.14 feet through a central angle of 05°31'35" and being subtended by a chord which bears North 03°08'56" East 377.78 feet; Thence North 05°51'27" East 211.00 feet; Thence North 00°14'32" West 38.25 feet; Thence North 89°06'53" East 120.01 feet to the POINT OF BEGINNING. Containing 1.38 acres, more or less. Subject to easements and restrictions of record. Bearings are based on the East line of Section 33 being South 00º14’32” East. Certificate of authorization #LB-7866 Stantec Consulting Services, Inc. Registered Engineers and Land Surveyors By: April 18, 2019 Lance T Miller, Professional Surveyor and Mapper #LS5627 Not valid unless embossed with the Professional’s seal. Ref.: 2H-216A Sheet 3 9.A.2.e Packet Pg. 371 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Oil Well RD CAMP KEAIS RDI m mo ka lee RD AVE MARIA BLVDANTHEM PKWYV I C T O R Y D R ROMA STU S E P P A D R OWENS WAY ALLEYP O P E J O H N P A U L I I B LV D Ferrari AVE BELLERAWALK CIRKE LLEHER S T MAYFLOW ER W AYCLANCY AVE A N T H E M P K W Y Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Ave Maria SRA SUBJECT PROPERTY . 3,400 0 3,4001,700 Feet 9.A.2.e Packet Pg. 372 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) SRA Master Plan (Revised September, 2014) Town Plan Page 6 Figur e 1 The Town of Ave Maria 9.A.2.e Packet Pg. 373 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 374 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) NEW (PROPOSED) SRA LINE5,026.937 ACEXISTING SRA LINE5,026.937 ACAdd 12.74 Acres to SRANeighborhood GeneralRemove 0.55 Acres from SRANeighborhood GeneralRemove 12.19 Acres from SRANeighborhood GeneralLEGENDAve Maria SRAProposed Boundary Revisions9.A.2.ePacket Pg. 375Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 376Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 377Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 378Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 379Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Bruce C. Layman CE, PWS Ecologist * denotes projects completed with other firms One Team. Infinite Solutions. Mr. Layman’s experience includes over 26 years of executing or managing projects that involve listed species and jurisdictional wetlands; developing wetland and listed species mitigation plans; mapping and post-permitting monitoring of environmental resources; and supporting environmental permits for wetlands and listed wildlife for both private and municipal land development projects in Florida and the Caribbean. EDUCATION Bachelor of Science, Zoology, Michigan State University, East Lansing, Michigan, 1988 Master of Arts, Marine Science, The College of William and Mary, School of Marine Sciences, Williamsburg, Virginia, 1992 Expert Witness, Wildlife and Listed Species Surveys, Florida, 1997 Florida Department of Transportation, Approved as qualified biologist to survey for America crocodile, Audubon's crested caracara, sandhill crane, red- cockaded woodpecker, Big Cypress fox squirrel, burrowing owl, bald eagle, gopher tortoise, and Florida scrub jay, Florida, 2009 REGISTRATIONS Certified Ecologist, Ecological Society of America Professional Wetland Scientist, Society of Wetland Scientists Certification Program Advanced Open Water Diver, Professional Association of Diving Instructors MEMBERSHIPS Member, Ecological Society of America Member, Society of Wetland Scientists PROJECT EXPERIENCE Natural Resource Damage Assessment and Oil Spill Response Large Interstate Oil Spill in Gulf of Mexico, Gulf Port, Mississippi (Natural Resource Advisor Team Lead)* Responsible for NRAs conducting environmental oversight of oil spill cleanup activities in compliance with an emergency consultation under Section 7 of the Endangered Species Act. Early in the Response, Best Management Practices (BMPs) were developed by the client, USCG, USFWS, NOAA, and state natural resource agencies to serve as formal technical guidance to direct oil spill cleanup activities. The objective of the BMPs was to minimize secondary impacts of cleanup activities on sensitive environmental resources, including sea turtles, bald eagles, migratory and nesting shorebirds, coastal wetlands, submerged aquatic vegetation, and dune systems. NRAs worked with cleanup operations in the field to advise crews of appropriate BMP implementation and to document compliance. As Team Lead, managed and supported NRAs; conducted regular consultations with USFWS Section 7 and Resources at Risk liaisons, state environmental coordinators, and operational managers; and submitted detailed daily reports documenting NRA activities and BMP compliance. Bridges SR 951 Big Marco Pass Bridge (Jolley Bridge) Design Build, Collier County, Florida (Lead Ecologist)* Responsible for environmental support that included state and federal wetland permitting, seagrass and wetland mapping, mitigation design, listed species identification and protection, and post-permitting seagrass and crocodile monitoring. This project entailed engineering, surveying, and CEI services for the FDOT, District 1, for two new 1,600 foot-long bridge spanning Big Marco River on SR 951. Due to the close proximity of three environmentally protected estuaries, the lighting design required the incorporation of turtle/bird friendly lighting devices and design techniques. Stantec worked with the design-build team of FIGG Engineering and Johnson Brothers Construction to complete a new two-lane bridge parallel to the existing bridge span. 9.A.2.e Packet Pg. 380 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Bruce C. Layman CE, PWS Senior Ecologist * denotes projects completed with other firms Natural Resource Services Ginn Company Project, Lee County, Florida (Lead Ecologist)* Responsible for generating an eight-page color brochure aimed at educating future construction contractors and residents of a 4,300-acre new community as to the potential presence of and need to protect listed species on the property. The brochure represents a compilation of 1) state and federal wildlife permitting requirements for both contractors and residents; 2) a brief synopsis of listed species, including photographs that have the potential to occur on the site; and; 3) contact information in case wildlife conflicts or concerns arise. Monitoring and Evaluation Wildwood Lakes Red-Cockaded Woodpecker (RCW) Survey, Collier County, Florida (Lead Ecologist)* Responsible for conducting red-cockaded woodpecker (RCW) surveys to document on-site RCW activity including cavity tree location, cavity activity status, and on-site foraging habitat to support future permitting. Heron's Glen Red-Cockaded Woodpecker (RCW) Survey, Lee County, Florida (Lead Ecologist)* Responsible for conducting annual RCW surveys, per permit conditions, reporting on RCW cavity tree status, the extent of RCW foraging, and the use of the undeveloped portions of the site by RCWs for 1997, 1998, 1999, and 2000. Further field studies were performed to support proposed modification to the preserve boundaries to accommodate land plan revisions. Modifications were coordinated with Lee County and Florida Fish and Wildlife Conservation Commission. Turkey Point Unit 5 Wetland Mitigation Area, Dade County, Florida (Project Manager)* Responsible for ongoing client and project coordination, account management, and project scheduling. Stantec was responsible for generating a monitoring and reporting protocol and orchestrating heavily quantitative monitoring of mangrove, hardwood wetlands, and upland hammocks. All work was in accordance with local, state and federal wetland permitting requirements. Highway and Transportation Immokalee Road Wildlife Crossing Design-Build, Collier County, Florida (Lead Ecologist)* Collier County Department of Transportation received a grant to design, permit, and build a 5’x10’ wildlife crossing under Immokalee Road adjacent to Camp Keais Strand in the rural lands of Collier County. With environmental permits in hand, served as principle ecologist to conduct pre-work wildlife surveys to clear the construction corridor, and to provide technical assistance during construction to maintain compliance with permit requirements. Roadside Animal Detection System (RADS) along US 41 within Big Cypress National Preserve – Wildlife Usage Study, Collier County, Florida (Ecologist)* In advance of the Florida Department of Transportation installing a RADS along a 1.3-mile segment of US 41 within the Big Cypress National Preserve, Stantec ecologists conducted a wildlife assessment to document corridor usage by wildlife. Ecologists documented species use of the right-of-way both first hand and through the use of remote-sensing cameras. They also documented roadkill by species, location, and several locational, atmospheric, and temporal parameters. Results were compiled in a summary report for submittal to FDOT. Colonial Boulevard (I-75 to SR 82) Six-Laning Design, Lee County, Florida (Lead Ecologist/Permitter)* Responsible for orchestrating environmental data collection and state and federal wetland permit application and support, including panther and wood stork impact/mitigation analysis. I-75 at Daniels Road Interchange, Lee County, Florida (Lead Ecologist/Permitter)* Responsible for obtaining listed species clearances and jurisdictional wetland determinations, and supporting state and federal wetland permitting as the sub-consultant for interstate reconstruction project. Santa Barbara Boulevard Six-Laning (Davis Boulevard to Pine Ridge Road), Collier County, Florida (Lead Ecologist/Permitter)* Responsible for state and federal permitting for major reconstruction of six miles of a six-lane, arterial roadway. 9.A.2.e Packet Pg. 381 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Bruce C. Layman CE, PWS Senior Ecologist * denotes projects completed with other firms Westclox Road Environmental, Collier County, Florida (Ecologist)* Responsible for conducting a listed species survey over approximately 3 miles of new roadway through habitat with known occurrence of scrub jays. Project also involved mapping Type I, II, and III scrub jay habitat and designing innovative buffering to minimize potential impacts of the road on resident scrub jays. I-75 from Luckett Road to SR 80, Lee County, Florida (Lead Ecologist/Permitter)* Responsible for obtaining listed species clearances and jurisdictional wetland determinations, and supporting state and federal wetland permitting as the prime consultant for interstate reconstruction project. Business 41 (Littleton Road to US 41), Lee County, Florida (Lead Ecologist/Permitter)* Responsible for obtaining listed species clearances and wetland jurisdictional determinations, and supporting state and federal wetland permitting for this $20 million dollar road widening project. Marine & Port Facilities Las Olas Marina, Broward County, Florida (Lead Ecologist/Permitter)* Responsible for conducting benthic survey of intercoastal waterway using SCUBA to map seagrass beds, and conducting a visual underwater inspection of existing bulkhead and boardwalk to assess structural integrity. Isle of Capri Kayak and Canoe Launch, Collier County, Florida (Lead Ecologist/Permitter)* Responsible for environmental data collection and support of local and state permitting of a public kayak and canoe launch facility within Rookery Bay Aquatic Preserve. Naples Community Sailing Center, Collier County, Florida (Ecologist/Permitter)* Responsible for environmental surveys included documenting oyster beds, submerged aquatic vegetation, and aquatic infauna within the estuarine environment. Permitting included justification for manatee protection and additionally required Governor and Cabinet approval for the consistency of the proposed use with bay bottom dedication conditions for sovereign submerged lands. Key West Bight, Monroe County, Florida (Lead Ecologist/Permitter)* Responsible for conducting water quality monitoring; marine benthic assessment and mapping; environmental resource permitting; and submerged land lease modification requiring Governor and Cabinet approval for the 142-slip marina and over-water harborwalk. Boca Chica Marina, Naval Air Station, Monore County, Florida (Lead Ecologist)* Responsible for conducting aquatic survey using SCUBA to document and map mooring basin bathymetry and biota in support of state and federal permitting. Matanzas Harbor Land Base, Lee County, Florida (Ecologist)* Responsible for supporting the environmental permitting of a seven-slip boat basin to serve municipal and research vessels, and an adjacent 400’ long commercial shrimp-boat dock. Responsible for designing the grading and planting plan to create a tidal mangrove wetland as mitigation for dock facility impacts. The mitigation design incorporated a raised boardwalk and observation deck that overlooked not only the mitigation area, but also Matanzas Pass. This educational feature was designed to be tied directly to a future marine research facility and an existing city park. Oil & Gas Raccoon Point Wellfield Electrification, Multiple Sites, Florida (Lead Ecologist/Permitter)* Responsible for generating a draft environmental assessment, in accordance with NEPA guidelines, to be used by the U.S. Park Service in justifying the means to provide commercial electrical power to an existing wellfield within Big Cypress National Preserve. 9.A.2.e Packet Pg. 382 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Bruce C. Layman CE, PWS Senior Ecologist * denotes projects completed with other firms Raccoon Point 3-D Seismic Oil and Gas Exploration, Multiple Sites, Florida (Environmental Team Member)* Responsible for oversight of the three-dimensional seismic oil and gas exploration in the Big Cypress National Preserve to make certain that it was conducted within the strict guidelines of a zero-tolerance environmental impact program. Seismic exploration included the establishment of 38 linear miles of subsurface dynamite charges covering a grid of 14 square miles. Environmental compliance with the program extended through implementation of the 3-D testing. Post-testing environmental monitoring continued for 5 years. Environmental Assessments El Morro Promenade, San Juan, Puerto Rico (Co-Lead Ecologist)* The Municipality of San Juan, as part of a comprehensive planning vision, called The Walkable City, is creating a facility along the shoreline of San Juan to provide recreational public access to the waterfront. The El Morro Promenade (the Project) represents a 1.3-mile extension of the existing promenade and it extends from Castillo San Filipe del Morro to the Capitol Building along the northern shore of Old San Juan. The Project corridor traverses National Park Service lands and requires an Environmental Impact Statement (EIS), under the National Environmental Policy Act, as a result. The Project involved conducting a floral and faunal study, to support the EIS, and included mapping terrestrial, intertidal, and subtidal communities, as well as documenting the presence or absence of protected plants and animals, along the Project corridor Sailport Planned Development, Lee County, Florida (Ecologist)* Responsible for mapping bathymetry and submerged aquatic vegetation along 1.2 miles of estuarine man-made canals. The survey was completed in relation to potential for the canal to support manatee foraging. Fleishman Parcels, Collier County, Florida (Lead Ecologist)* Responsible for groundwater monitoring, conducting listed species surveys, and reestablishing expired state and federal jurisdictional wetland boundaries on the 50-acre property. Ave Maria University, Collier County, Florida (Lead Ecologist)* Responsible for designing two on-site preserve areas totaling 73 acres, including grading plans to create open water, emergent marsh, hydric forest, and forested upland habitats. A raised timber walkway was included to promote environmental awareness. Supported state and federal wetland permitting and four years of annual preserve monitoring per the resulting environmental permits. Additionally responsible for orchestrating species-specific field surveys on 5,000-acre property for the sandhill crane, burrowing owl, southeastern American kestrel and Audubon’s crested caracara, in addition to general species surveys to Florida Fish and Wildlife Conservation Commission standards. Ave Maria University and Town Wildlife Impact Evaluation, Collier County, Florida (Ecologist)* Responsible for executing a road-kill monitor program along approximately 14 miles of rural roadway in Eastern Collier County. The monitoring and reporting protocol was consistent with that prescribed in East Collier Wildlife Movement Study, by Noss and Smith, December 2006. Panther Passage Conservation Bank, Hendry County, Florida (Ecologist)* Responsible for habitat mapping and vegetation sampling per U.S. Fish and Wildlife Service (FWS) criteria for a 4,009-acre private panther habitat conservation bank in Hendry County. The Panther Passage Conservation Bank represents the first conservation bank located within the Panther Dispersal Zone, identified by FWS as critical habitat necessary for the survival of Florida panther. West Bay Sector Plan for St. Joe Company, Bay County, Florida (Ecologist)* Responsible for conducting a listed species survey and contributing to report generation to support a Comprehensive Plan Amendment to the West Bay Area Sector Plan. 9.A.2.e Packet Pg. 383 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Bruce C. Layman CE, PWS Senior Ecologist * denotes projects completed with other firms Mediterra Master Planned Community, Collier and Lee Counties, Florida (Ecologist)* Responsible for mapping vegetation communities and delineating jurisdictional wetlands across the 1,686-acre property. Also conducted a listed species survey to Florida Fish and Wildlife Conservation Commission and Lee County standards and participated in a gopher tortoise survey and subsequent relocation permit application preparation for the Florida Fish and Wildlife Conservation Commission. Environmental Impact Assessments Cockroach Cay, Berry Islands, Bahamas (Ecologist)* Responsible for conducting an Environmental Impact Assessment (EIA) for marina, condominium, resort cottage, and residential lot improvements on a privately-owned, undisturbed 80-acre island. Field support included terrestrial and aquatic habitat mapping, bathymetric mapping, listed wildlife documentation, and wetland mapping. The assessment included analysis of potential impacts to terrestrial habitats, wetlands, marine environments, and wildlife that could result from development of the project. The EIA was drafted as a requirement of the Bahamas Environment, Science, and Technology (BEST) Commission to support project design review within the region. Environmental Resource Permitting Pelican Marsh, Collier County, Florida (Project Ecologist/Permitter)* Responsible for supporting dredge and fill permit application preparation, wetland jurisdictional determination, habitat mapping, WRAP analysis, listed species assessment, gopher tortoise relocation oversight, hydrologic assessment, and inspection during construction. The project demanded all aspects of habitat assessment, mitigation design, permitting, and coordination with state and federal agencies. The focal point of the site is a restored wetland slough system, the award-winning Cocohatchee Strand, which serves as both a preservation area and water management feature. North Naples Fire Station Number 48, Collier County, Florida (Lead Ecologist/Permitter)* Responsible for identifying wetlands and listed species habitats, conducting field assessments, and coordinating with environmental agencies to support local state and federal environmental permitting to build a new fire station. Florida Apartment Club of Naples, Collier County, Florida (Lead Ecologist/Permitter)* The Florida Apartment Club of Naples is an eight-building, 220-unit multi-family residential/rental community, with amenities. Consisting of mostly jurisdictional wetlands, several unsuccessful attempts were made by another engineering consulting firm to develop the property. Stantec took over the project, implemented a new land plan, prepared a new design, obtained the required permitting for construction, and conducted post-construction preserve monitoring. Winding Cypress Development of Regional Impact, Collier County, Florida (Ecologist/Permitter)* Responsible for State and Federal wetland permitting that included developing a project design that met the criteria for permit approval from the U.S. Army Corps of Engineers, South Florida Water Management District, U.S. Fish and Wildlife Service, Florida Fish and Wildlife Conservation Commission, and Florida Department of Environmental Protection through the Rookery Bay National Research Reserve as managers of the receiving waters of the project. An ecological theme for the project centered around a 795-acre wetland slough, originating in the Picayune Strand State Forest immediately east of the property, passing through the center of the project, and outfalling to the headwaters of the Rookery Bay Aquatic Preserve, an Outstanding Florida Waterbody. Madison Park Residential Community, Collier County, Florida (Lead Ecologist)* Responsible for executing state and federal wetland permitting and species-specific permitting involving red-cockaded woodpeckers (RCWs) and gopher tortoises on a 262-acre single family and multi-family residential development. RCW permitting required functional assessment of habitat quality, trust fund payment, on-site start-hole creation, and colony monitoring. Gopher tortoise permitting required population studies on both donor and recipient sites; upper respiratory tract disease testing; and off-site relocation of tortoises to the Lee County-owned Bowditch Point Regional Park. 9.A.2.e Packet Pg. 384 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Memorandum Date: April 19, 2019 To: File From: Bruce Layman Re: Update Listed Species Survey for SRAA Addition and Reduction Parcels at Ave Maria To determine whether the scoring of the Natural Resource Index Listed Species Habitat factor should be amended for parcels proposed to be added to or removed from the Ave Maria SRA (the Project), an update to the original 2003/2004 Ave Maria University (AMU) listed species survey was conducted within a proposed ±12.19-acre SRA reduction area, and in +12.74-acres of adjacent sod farm that was not originally included in the 2003/2004 surveys that is being proposed as an addition to the Ave Maria SRA. A proposed 0.55-acre SRAA reduction area was not included in the listed species survey because it currently represents one of the two Ave Maria entrances (roadway and landscaped entry) with no potential to support listed species. The current survey was conducted by Peninsula Engineering Ecologist, Bruce Layman, utilizing meandering pedestrian transects on 04/17/2019 from 7:00 a.m. to 11:30 a.m. The weather was calm, clear, and 60° Fahrenheit at 7:00 a.m. There was no rain and little wind. During the original listed species survey, the land uses within the project limit included sod farm, shrubs and brush, palmetto, construction road, a canal associated with regional agricultural water management, and improved pasture. Since that time, the vast majority of the land uses remained unchanged, with the exception being 0.55 acres of improved pasture that were converted to one of the two primary Ave Maria entry features (road and landscape) and 0.4 acres of improved pasture that have been converted to a linear water feature. Refer to the attached existing conditions exhibit for a map of FLUCCS limits, labels, and acreages. The 12.74 acres of sod farm which are being added to the Ave Maria SRA are composed of predominantly propagated sod with a water management rim ditch, a remnant agricultural perimeter berm, and a remnant agricultural water management canal that served regional agricultural uses within Ave Maria. The 12.19 acres which are being removed from the Ave Maria SRA are composed of shrubs and brush (cabbage palms [Sabal palmetto], laurel oaks [Quercus laurifolia], and palmetto [Serenoa repens] with up to 75% coverage of Brazilian pepper (Schinus terebinthifolius); palmetto with up to 75% Brazilian pepper; improved pasture composed of typical pasture grasses; and a linear water feature parallel with Camp Keais Road. During the 2019 update survey, transects and listed species observations were recorded on a full-color aerial photograph, binoculars were used in long distance species identification, and field notes were recorded in a 9.A.2.e Packet Pg. 385 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ⚫ Page 2 field notebook. Having participated in the original 2003/2004 AMU listed species survey, Mr. Layman was familiar with the suite of state and federal listed species that could inhabit the region. Transects were spaced, as shown on the attached FLUCCS and transect map. Additionally, a single observation station was used in the 12.74-ac addition parcel due to the open and easily-viewed nature of the sod farm and adjacent water features. No state or federally-listed plants or wildlife were observed within the project limits during the 2019 survey update. Due to the presence of the agricultural ditches along the northern edge of the sod farm and the linear water feature adjacent to Camp Keais Road, there is potential for alligators (Alligator mississippiensis) and assorted listed wading birds to opportunistically forage in the water management features. Similarly, the Florida bonneted bat (Eumops floridanus) could opportunistically forage or travel over the parcels. All of these species could continue to opportunistically use the water management features that are proposed in the community entry included in the SRAA development design. As such, no net adverse effect is anticipated. The project is located within the Florida panther consultation area and the core foraging area of a wood stork colony. All panther and wood stork mitigation was addressed through the state and federal permitting processes. Non-listed species observed during the update survey include various species commonly associated with pasture lands such as the mourning dove (Zenaida macroura), ground dove (Columbina passerina), catbird (Dumetella carolinensis), mockingbird (Mimus polyglottos), red-bellied woodpecker (Melanerpes carolinus), rabbit (Sylvilagus spp.), and raccoon (Procyon lotor); and those associated with water features/ditches including the anhinga (Anhinga anhinga), common gallinule (Gallinula chloropus), and Florida cooter (Pseudemys concinna floridana). 9.A.2.e Packet Pg. 386 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ⚫ Page 3 9.A.2.e Packet Pg. 387 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ⚫ Page 4 9.A.2.e Packet Pg. 388 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ⚫ Page 5 9.A.2.e Packet Pg. 389 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Legend SRA Amendment Addition/Reduction Areas The Town of Ave Maria SRA Boundary NRI ValuesRes: 1 : 0.016 2.32.22.121.91.8 1.71.61.51.41.31.21.110.9 0.80.70.60.50.40.30.20.10 0 3,400 6,8001,700 Feet!IAdopted Natural Resource Index Values 12.19 acSRAReduction 0.55 acSRA Reduction 12.74 acSRAAddition 1.0 1.1 0.8 0.4 0.5 0.5 0.8 0.4 0.2 0.4 0.2 9.A.2.e Packet Pg. 390 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 391 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship 12.74 acSRA Addition 12.19 acSRA Reduction 0.55 acSRAReduction Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Legend SRA Amendment Addition/Reduction Areas The Town of Ave Maria SRA Boundary Stewardship Designations Flowway Habitat Water Retention Open 0 3,400 6,8001,700 Feet!IRLSA Overlay & Aerial Photograph 9.A.2.e Packet Pg. 392 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 393Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.e Packet Pg. 394 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Q. Grady Minor & Associates, P.A. Ph. 239-947-1144 Fax. 239-947-0375 3800 Via Del Rey EB 0005151 LB 0005151 LC 26000266 Bonita Springs, FL 34134 www.gradyminor.com April 15, 2019 RE: Neighborhood Information Meeting (NIM) Petition PL20180003069 Ave Maria Stewardship Receiving Area (SRA) Amendment Dear Sir or Madam: A Neighborhood Information Meeting hosted by D. Wayne Arnold, AICP, of Q. Grady Minor and Associates, P.A. and Richard D. Yovanovich, Esq. of Coleman, Yovanovich and Koester, P.A., representing Ave Maria Development, LLLP (Applicant) will be held on: Tuesday, April 30, 2019, 5:30 pm at The Ave Maria Master Association Office, 5076 Annunciation Circle #103, Ave Maria, Florida 34142 Ave Maria Development, LLLP has submitted a formal application to Collier County, seeking approval of a SRA Amendment. The SRA amendment proposes to amend the SRA boundary and Town Plan for the Ave Maria SRA. The boundary is being shifted by removing 12.74± acres located in the northeast portion of the town, which includes removing the portion within the future right-of-way of Camp Keais Road, which has been conveyed to Collier County, and adding 12.74± acres adjacent to the southeast boundary of the SRA. There is no net increase or decrease in the SRA acreage, and no increase in density or intensity of uses within the SRA are proposed. The area to be added to the SRA has been evaluated and the land has a Natural Resource Index Value of less than 1.2, which is consistent with FLU Policy 4.9 of the Growth Management Plan. The SRA Master Plan is proposed to be modified to show the added and deleted 12.74± acre parcels. The newly added lands will be designated Neighborhood General, consistent with the area being removed from the SRA. A golf course may be contemplated in a portion of the town near the newly added parcel; therefore, a conceptual golf course layout has been depicted on the SRA Master Plan. The area adjacent to the northern boundary of the revision of the residential area to golf course/residential has also been revised to show as being reconfigured to be more consistent with the anticipated development. No other changes are proposed to the SRA. The subject property (Ave Maria SRA) is comprised of approximately 5026± acres, located north of Oil Well Road and west of Camp Keais Road in Sections 31 through 33, Township 47 South, Range 29 East and Sections 4 through 9 and 16 through 18, Township 48 South, Range 29 East in Collier County, Florida. 9.A.2.e Packet Pg. 395 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) RE: Neighborhood Information Meeting (NIM), Petition PL20180003069 Ave Maria Stewardship Receiving Area (SRA) Amendment April 15, 2019 Page 2 of 2 Project Location Map: The Neighborhood Information Meeting is for informational purposes only, it is not a public hearing. Project information is posted online at www.gradyminor.com/planning. If you have questions or comments, they can be directed by mail, phone, fax or e-mail to: sumpenhour@gradyminor.com, phone 239-947-1144, fax 239-947-0375, Q. Grady Minor and Associates, P.A., 3800 Via Del Rey, Bonita Springs, Florida 34134. Sincerely, Sharon Umpenhour Senior Planning Technician 9.A.2.e Packet Pg. 396 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) PL20180003069 0' 4/9/2019 Boundary: Ave Maria SRA (Current) 1 NAME1 NAME2 NAME3 NAME4 NAME5 NAME6 LEGAL1 LEGAL2 LEGAL3 LEGAL4 4425 STEINBECK WAY LLC % THOMAS HAUPERT 3410 7TH AVE SW NAPLES, FL 34120---0 AVE MARIA UNIT 8 EMERSON PARK LOT 228 5210 VIZCAYA LLC 2901 BELMAR STREET FORT LAUDERDALE, FL 33304---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 51 6459 RUSHMORE LLC 1605 STATE STREET STE 112 CHAMPAIGN, IL 61820---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 110 LOT 21 A & C YEDLINSKY REV TRUST 6210 VICTORY DR AVE MARIA, FL 34142---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 113 LOT 30 A & K KABILING REVOCABLE TRUST 5336 CHANDLER WAY AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 2 LOT 67 A W & M L JOHNSON REV TRUST 5308 JULIET COURT AVE MARIA, FL 34142---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A BLOCK 1 LOT 98 ABAD, JIMI H MILEIDYS ROMERO 5458 USEPPA DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 LOT 85 ABRAHANTE, PEDRO & BESSIE 5361 CAMERON DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 LOT 31 ABUDAY, RENE MELVY ZABALA F DEL ROCIO AGUAYO DE ZABALA 229 SW 9TH AVE FT LAUDERDALE, FL 33312---0 COQUINA AT MAPLE RIDGE PHASE 1 LOT 46 ACQUISTA, VICTOR & REGINA 4446 BATTLECREEK WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 227 ADAMES, JASON EVA MARIE ACOPIADO ADAMES 4149 MADISON ST AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 187 ADAMS, KENNETH L & HAYDEE 730 TEAL STREET SHELBYVILLE, IN 46176---0 AVE MARIA UNIT 9 DEL WEBB AT AVE MARIA PARCELS 101 103 104 & 105 BLOCK 103 LOT 34 ADAMS, LUCY T 6441 LIBERTY ST AVE MARIA, FL 34142---0 AVE MARIA UNIT 11 DEL WEBB NAPLES PARCELS 106 & 112 BLOCK 106 LOT 35 AGOSTO, JUAN CARLOS TORRES REBECCA IVONNE MOLINA ROSADO 9850 NW 20TH PLACE SUNRISE, FL 33322---0 COQUINA AT MAPLE RIDGE PHASE 3 LOT 63 AGUILAR, EDWARD J 5395 FERRARI AVENUE AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 3 LOT 44 AIELLO, THOMAS JAMES MARY ANNE AIELLO 7529 SOUTH VILLAGE SQUARE VERO BEACH, FL 32966---0 DEL WEBB NAPLES PARCEL 213 LOT 20 AJAMI, RAFFOUI & SALWA 5414 FERRARI AVE AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 3 LOT 122 ALAN L MACDONALD REV TRUST 6421 LIBERTY ST AVE MARIA, FL 34142---0 AVE MARIA UNIT 11 DEL WEBB NAPLES PARCELS 106 & 112 BLOCK 106 LOT 30 ALBAKRY, TARIFF 4922 LOWELL DR AVE MARIA, FL 34142---0 AVE MARIA UNIT 4 HAMPTON VILLAGE PHASE 1 LOT 161 ALBAN, WALTER HENRY ADRIANA MARIA SANCHEZ BRAND 5191 VIZCAYA ST AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 77 ALBERS, JOHN E & KAREN L 6072 TRIUMPH LN AVE MARIA, FL 34142---0 DEL WEBB NAPLES PARCELS 201-203 BLOCK 201 LOT 13 ALDEN, PHYLLIS G 5068 ANNUNCIATION CIR #310 AVE MARIA, FL 34142---9669 RESIDENCES OF LA PIAZZA, THE A CONDOMINIUM UNIT 4310/4311 ALEJANDRO & KAREN KABILING REVOCABLE TRUST 5336 CHANDLER WAY AVE MARIA, FL 34142---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 LOT 43 ALEJO, CYNTHIA L & VICTOR 5454 USEPPA DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 LOT 84 ALFARONE, CHARLES 5017 IRON HORSE WAY AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 2 LOT 75 ALFONSO, ANTHONY & CRYSTA 5450 USEPPA DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 LOT 83 ALFONSO, JOHN M & DIANE W 6379 PRESTIGE LANE AVE MARIA, FL 34142---0 DEL WEBB NAPLES PARCELS 107-108 LOT 52 ALICEA, ROBERT & CRISTINA 4412 OWENS WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 203 ALLAN, CHELSEA 5121 TAYLOR DR AVE MARIA, FL 34142---9556 AVE MARIA UNIT 4 HAMPTON VILLAGE PHASE 1 LOT 47 ALLAN, SCOTT & CHELSEA 5132 ALCOTT LANE AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 2 LOT 145 ALLEN, CURTIS 4321 STEINBECK WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 142 ALLISON POLESKY MELISSA ANN POLESKY 42 COACHMAN LN LEVITTOWN, NY 11756---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A BLOCK 1 LOT 1 ALONSO, JOEL R & MARIA E 5303 FERRARI AVE AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 3 LOT 21 ALTOMARE, ANN-MARIE D DAVID L ALTOMARE 5181 ROMA ST AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 1 LOT 40 ALVAREZ JACINTO, MANUEL 5194 GENOA ST AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 93 AMD FCB LLC 2600 GOLDEN GATE PKWY # 200 NAPLES, FL 34105---3227 AVE MARIA PHASE ONE THAT PORT OF TRACT T3 AS DESC IN OR 4154 PG 1213 AND & OR 4370 PG 3819 AMD-SEAGATE JV I LLC 12801 COMMONWEALTH DRIVE UNIT 12 FORT MYERS, FL 33913---0 AVE MARIA UNIT TWO PARK OF COMMERCE, A PORTION OF TRACT F-1 DESC AS FOLL: BEG NE CNR F-1, S16.4056W 14.23FT, ALG ANASTASIADES, GEORGE ANA MARIA ANASTASIADES 5020 MILANO ST AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 2 LOT 135 ANCHIQUE, LUIS A RAMIREZ MARTHA L ALFARO 5180 BERGAMO WAY AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 89 ANDERS, DONALD R BRIANNE K TOOLE 5171 ITALIA CT AVE MARIA, FL 34142---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A BLOCK 1 LOT 53 ANDERSON, GERTRUDE 5360 ALLEN PLACE AVE MARIA, FL 34142---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 LOT 19 ANDERSON, JAMES 5753 MAYFLOWER WAY AVE MARIA, FL 34142---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 9 ANNE MARIE HOVANCSEK REV TRUST 5008 IRON HORSE WAY AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 2 LOT 100 ANTHONY, VANESSA LEE RODELIN ANTHONY 5160 VIZCAYA ST AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 18 ANUARIO, THOMAS A & NINA B 247 JACKSON ROAD JACKSON, NJ 08527---0 AVE MARIA UNIT 11 DEL WEBB NAPLES PARCELS 106 & 112 BLOCK 112A LOT 44 APANG FAMILY TRUST 4423 KENTUCKY WAY AVE MARIA, FL 34142---5017 AVE MARIA UNIT 8 EMERSON PARK LOT 28 APUZZO III, VINCENT J ALICIA M APUZZO 5254 MESSINA ST AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 3 LOT 96 APUZZO, AUDREY R VINCENT J APUZZO JR 4363 KENTUCKY WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 15 ARANEGUI, FELIX CLAUDIA LORENA REYES FLOREZ 4946 LOWELL DR AVE MARIA, FL 34142---0 AVE MARIA UNIT 4 HAMPTON VILLAGE PHASE 1 LOT 155 ARANGO, RAFAEL ANTONIO SULI M ALVAREZ 5316 CHANDLER WAY AVE MARIA, FL 34142---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 LOT 38 ARAVENA, ALVARO J & MIRIAM 5113 BECKTON RD AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 1 LOT 112 ARCAYA, ANA PATRICIA 5437 CAMERON DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 LOT 14 ARCAYA, MAX ANDREA CERVERA 5201 BERGAMO WAY AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 106 ARCHIE, SHIRLEY LEWIS 5361 ALLEN PLACE AVE MARIA, FL 34142---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 LOT 18 ARIAS, WALTER ORLANDO VANESSA ALTAMIRANDA ALFREDO E & OLGA L ALTAMIRANDA 5118 MONZA COURT AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 4 LOT 139 ARMOUR, LIVING TRUST 20 SHATTUCK PARK RD NORWOOD, MA 02062---0 AVE MARIA UNIT 11 DEL WEBB NAPLES PARCELS 106 & 112 BLOCK 112A LOT 10 ARMSTRONG, KYLE & LEAH 4341 STEINBECK WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 147 ARNOT, DAVID MATTHEW LINDA MARLENE ARNOT 105-801 HERITAGE CRESCENT SASKATOON S7H 5R7 AVE MARIA UNIT 9 DEL WEBB AT AVE MARIA PARCELS 101 103 104 & 105 BLOCK 105 LOT 51 ARROYO, JUDITH RAMON LEMUS 4954 IRON HOUSE WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 4 HAMPTON VILLAGE PHASE 1 LOT 144 ARSENAULT, DAVID & RAE 4 MAGNOLIA AVE LANCASTER, MA 01523---0 RESIDENCES OF LA PIAZZA, THE A CONDOMINIUM UNIT 4307 ARTHUR E JOHNSON JR &DELLA R JOHNSON 2010 TRUST 6313 VICTORY DR AVE MARIA, FL 34142---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 113 LOT 2 ARTHUR J STEILBERG JR TRUST 6205 VICTORY DR NAPLES, FL 34142---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 113 LOT 28 ASARO JR, ANTHONY 5376 CAMERON DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 3 LOT 66 ASENCIO, JOSEPH A & ARIELLE F 5158 ROMA STREET AVE MARIA, FL 34142---0 MAPLE RIDGE AT AVE MARIA PHASE 1 LOT 55 ATCHISON, KRISTINE 5097 BECKTON RD AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 1 LOT 116 ATILES, HECTOR L REINAIDDYN REYES ROGRIGUEZ 5448 CAMERON DR AVE MARIA, FL 34142---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 LOT 48 ATWELL-KERMEUR, MARION JACKY KERMEUR 2722 ANSLEY CT EULESS, TX 76039---0 DEL WEBB NAPLES PARCELS 107-108 LOT 49 AUGUSTINE, JIMMY & ZOE 4418 KENTUCKY WAY AVE MARIA, FL 34142---5016 AVE MARIA UNIT 8 EMERSON PARK LOT 34 AVE MARIA 1202 LLC 941 W MORSE BLVD #315 WINTER PARK, FL 32789---0 RESIDENCES OF LA PIAZZA, THE A CONDOMINIUM UNIT 1202 AVE MARIA 1205 LLC 941 W MORSE BLVD SUITE 315 WINTER PARK, FL 32789---0 RESIDENCES OF LA PIAZZA, THE A CONDOMINIUM UNIT 1205 AVE MARIA 1206 LLC 941 W MORSE BLVD #315 WINTERPARK, FL 32789---0 RESIDENCES OF LA PIAZZA, THE A CONDOMINIUM UNIT 1206 AVE MARIA DEVELOP LLLP PULTE HOME CORPORATION 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK TRACT B AVE MARIA DEVELOP LLLP ET ALS 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 AVE MARIA PHASE ONE TRACT L1 LESS THAT PORTION DESC IN OR 4109 PG 3371, ALSO LESS THAT PORTION LOCATED WITHIN THE AVE AVE MARIA DEVELOP LLLP ET ALS 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA PHASE ONE, THAT PART OF TRACT L1 DESC AS: BEG AT NW CNR OF TR C1, AVE MARIA PH ONE, THENCE ALG BNDRY OF AVE MARIA DEVELOP LLLP, ET ALS 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 AVE MARIA PHASE ONE TRACT C1 AVE MARIA DEVELOP LLLP, ET ALS 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 AVE MARIA PHASE ONE THAT PORT OF TRACT C1 AS DESC IN OR 4235 PGS 2986-2987 REFERRED AS "PAR 1" .93AC AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 33 47 29 THOSE PORTIONS OF SEC 33 AS DESC IN OR 3682 PG 3219,SEC 32 AS DESC IN OR 3682 PG 3223, SEC 4 TWP 48 RNG 29 AS AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 AVE MARIA PHASE ONE TRACT CS,LESS THAT PORTION DESC AS LAKE 5 IN OR 4237 PG 181, LESS THAT PORT DESC IN OR 4370 PG 3813 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 AVE MARIA PHASE THREE TRACT B AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES, FL 34101---3038 AVE MARIA PHASE THREE TRACT R-1 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 413048 NAPLES, FL 34101---3048 AVE MARIA PHASE ONE TRACT T3,LESS THAT PORTION DESC IN OR 4154 PG 1213, LESS THAT PORT DESC IN OR 4370 PG 3819 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY PO BOX 41308 NAPLES, FL 34101---0 AVE MARIA PHASE ONE TRACT T4 LESS THAT PORTION NKA THE RESIDENCES OF LA PIAZZA CONDO AS DESC IN OR 4212 PG 1209 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 4 48 29 PARTS OF SEC 4 & 9 AS DESC IN OR 5348 PG 3580 (DITCH PARCEL) AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 4 48 29 A PORTION OF SEC 4 AS DESC IN OR 5348 PG 3580 "DITCH PARCEL" AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 17 48 29 THAT PORTION OF SEC 17 IN THE AVE MARIA INNOVATION ZONE TOWN CENTER 2B AND A FORMER PART OF FOLIO AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 33 47 29 PORT OF SEC 33 DESC AS: BEG AT NW CNR OF TR F8 AVE MARIA PHASE TWO, THEN ALG BNDRY OF TR R AVE MARIA AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 33 47 29 PORTION OF SEC 33 AS DESC IN OR 5582 PG 3048 (DITCH PARCEL) POList_0_PL20180003069.xls 9.A.2.e Packet Pg. 397 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) PL20180003069 0' 4/9/2019 Boundary: Ave Maria SRA (Current) 2 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA PHASE ONE TRACT T1 LESS THOSE PORTIONS NKA THE RESIDENCES OF LA PIAZZA CONDO AS DESC IN OR 4287 PG 1536 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA PHASE ONE TRACT T2 LESS THAT PORTION OF THE RESIDENCES OF LA PIAZZA CONDO AS DESC IN OR 4261 PG 2079 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT L-2, LESS COQUNIA AT MAPLE RIDGE PHASE 2 AND 3 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT L-3, LESS COQUNIA AT MAPLE RIDGE PHASE 2 AND 3 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PHASE 1 TRACT A AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PHASE 1 TRACT C AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PHASE 1 TRACT D AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PHASE 1 TRACT R, LESS THAT PORTION OF TRACT R AS DESC IN OR 5103 PG 1959 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 08 48 29 COM NE CNR TR L1 OF AVE MARIA PHASE ONE PB 46 PG 22, S 79DEG W 68.49 TO POB; S 77DEG W 22.33FT, RUN 115.94FT AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 18 48 29 DESC IN OR 3696 PG 3153, LESS SMALL PORT FOR R/W AS DESC IN OR 4322 PG 1372,AND THAT PORTION IN SECS 17,18 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 33 47 29 THAT PORTION AS DESC IN OR 4348 PG 4019, LESS PORT DESC AS: COMM AT INTERSECT OF NLY LI OF TR R OF AVE MARIA PH AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT 13 MIDDLEBROOKE TOWNHOMES TRACT R LESS COQUINA AT MAPLE RIDGE PH 1 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY # 200 NAPLES, FL 34105---0 8 48 29 & 9 48 29 A PORTION OF SEC 8 & 9 AS DESC IN OR 5198 PG 3746 LESS ANTHEM PARKWAY PHASE ONE AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK TRACT E AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 1 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 2 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 3 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 4 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 5 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 6 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 7 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 8 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 9 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 101 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 102 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 103 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 104 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 105 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 106 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 107 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 108 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 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PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 118 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 119 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 120 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 121 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 122 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 123 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 124 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 125 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 126 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 127 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 128 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 129 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 130 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 131 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 132 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 133 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 134 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 135 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 136 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 137 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 138 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 139 AVE MARIA DEVELOPMENT LLLP 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK LOT 140 AVE MARIA DEVELOPMENT LLLP PULTE HOME CORPORATION 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---3227 AVE MARIA UNIT 8 EMERSON PARK TRACT D AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA UNIT TWO PARK OF COMMERCE, A PORTION OF TRACT F-1 DESC AS FOLL: BEG NW CNR TR F-1, S75.1014E 71.9FT, AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT C1 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT C2 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT C3 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT C4 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT F8 LESS THAT PORTION AS DESC IN OR 4322 PG 1326, LESS 10FT STRIP WITHIN DESC OR 4426 PGS AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT L4 AVE MARIA PHASE TWO TRACT L4 LESS AVALON PARK - BATTLECREEK WAY EXTENSION AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT L6 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-3 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-4 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-5 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-6 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-7 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-8 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-9 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-10 AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT F-11 LESS ANTHEM PARKWAY PH ONE AVE MARIA DEVELOPMENT, LLLP 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT O AVE MARIA FOUNDATION ONE AVE MARIA DR ANN ARBOR, MI 48105---0 31 47 29 THAT PORTION DESC AS "PARCEL A" IN OR 4107 PG 1450 AVE MARIA FOUNDATION ONE AVE MARIA DR ANN ARBOR, MI 48105---0 31 47 29 THAT PORTION DESC AS "PARCEL B" IN OR 4107 PG 1450 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 200 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 300 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 400 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 500 POList_0_PL20180003069.xls 9.A.2.e Packet Pg. 398 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) PL20180003069 0' 4/9/2019 Boundary: Ave Maria SRA (Current) 3 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 600 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 700 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 800 AVE MARIA GAS STATION LLC 2600 GOLDEN GATE PKWY STE 200 NAPLES, FL 34105---0 AVE MARIA PLAZA I A COMMERCIAL CONDOMINIUM UNIT 900 AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 32 47 29 THAT PORTION AS DESC IN OR 4109 PGS 3361 AND 3362 LESS AVE MARIA PHASE THREE,LESS THAT PORTION DESC IN OR AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 8 48 29 SOUTH SPORTS PARK AT AVE MARIA AS DESC IN OR 4109 PG 3358 THRU 3360 AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 32 47 29 NORTH PARK AS DESC IN OR 4109 PGS 3363 AND 3364 LESS AVE MARIA PHASE THREE,AND THAT PORTION AS DESC IN OR AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 32 47 29 THAT PORTION AS DESC IN OR 4335 PG 3834 AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE THREE TRACT L-1 AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT 3 DEL WEBB PHASE ONE THAT PORTION OF TRACT GC1 AS DESC IN OR 4313 PG 674 AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT 3 DEL WEBB PHASE ONE THAT PORTION OF TRACT S AS DESC IN OR 4313 PG 674 AVE MARIA MASTER ASSN INC 5076 ANNUNCIATION CIR UNIT 103 AVE MARIA, FL 34142---9660 AVE MARIA PHASE THREE THAT PORTION OF TRACT D AS DESC IN OR 4335 PG 3834 AVE MARIA MASTER ASSN INC AVE MARIA DEVELOPMENT LLLP 5076 ANNUNCIATION CIR UNIT 103 AVE MARIA, FL 34142---9660 AVE MARIA PHASE THREE THAT PORTION OF TRACT E AS DESC IN OR 4335 PG 3834 AVE MARIA PARISH INC 1000 PINEBROOK RD VENICE, FL 34285---0 AVE MARIA PHASE ONE TRACT S LESS AVE MARIA UNIT 7 LIBERTY PARK AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2500 GOLDEN GATE PKWY NAPLES, FL 34105---3299 AVE MARIA PHASE ONE THAT PORT OF TRACT CS DESC AS "LAKE 5"IN OR 4237 PG 181 (6.81AC) AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 4 48 29 THAT PORTION OF SEC 4 AS DESC IN OR 5057 PG 3119 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 ANTHEM PARKWAY PHASE ONE THE PORTION OF TRACT R ALSO RECORDED AS PART OF AVE MARIA UNIT TWOPARK OF COMMERCE AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 ANTHEM PARKWAY PHASE TWO TRACT R AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA PHASE TWO, THAT PART OF TR R INTERSECTING BETWEEN TRACTS C1, C2, C3 & C4 THAT ARE NOW PART OF THE AVE MARIA AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA UNIT TWO PARK OF COMMERCE, THAT PORTION OF TR R ADJACENT TO TR F-1 THRU TR F-11 EXCEPT FOR THAT POR- AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 AVE MARIA UNIT 3 DEL WEBB PHASE ONE TRACT C AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PH 1 TR R, THAT PORTION AS DESC IN OR 5103 PG 1959, LESS COQUNIA AT MAPLE RIDGE PH 2 AND 3 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 TRACT R, LESS COQUINA AT MAPLE RIDGE PH 1 TRACT R LESS THE PORTION OF TR R AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 COQUINA AT MAPLE RIDGE PHASE 2 AND 3 THE PORTION OF TR R DESC IN OR 5103 PG 1959 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 TRACT L-1 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 TRACT L-2 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE RESERVE AT AVE MARIA PHASE 1 TRACT R AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE AT AVE MARIA PHASE 3 TRACT C AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE AT AVE MARIA PHASE 3 TRACT MR3-1 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE AT AVE MARIA PHASE 3 TRACT MR3-2 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE AT AVE MARIA PHASE 3 TRACT PS1-M AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE AT AVE MARIA PHASE 3 TRACT R-1, LESS THAT PORTION AS DESC IN OR 5181 PG 3971 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE AT AVE MARIA PHASE 3, A PORTION OF TR R-1 AS DESC IN OR 5181 PG 3971 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE PHASE 3 REPLAT TRACT MR3-3 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---0 MAPLE RIDGE PHASE 3 REPLAT TRACT MR3-4 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 4 48 29 THAT UNPLATTED PORTION OF SEC 4 EAST OF ROMA ST SOUTH IN AVE MARIA UNIT 4 HAMPTON VILLAGE PH 1 AS DESC IN OR AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 4 48 29 THAT UNPLATTED PORTION OF SEC 4 SOUTH OF LOWELL DR IN AVE MARIA UNIT 4 HAMPTON VIL-LAGE PH1 AS DESC IN OR 4426 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 5 48 29 THAT UNPLATTED PORTION OF SEC 5 AS DESC IN OR 4426 PGS 2646-48 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 6 48 29 THOSE PORTIONS AS DESC IN OR 4378 PGS 3427-32-36-52-56-58 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 8 48 29 THOSE PORTIONS IN SECS 8,9,AND 5 AS DESC IN OR 4378 PGS 3421+24, AND THAT PORTION DESC WITHIN OR 4426 PG 2642+43 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 33 47 29 THOSE PORTIONS OF SEC 33 & SEC 34 TWP 48 RNG 29 NEAR CAMP KEAIS RD & POPE JOHN PAUL II BLVD INTERSECT AS DESC IN AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE TRACT C2 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE THAT PORTION OF TRACTS L4, L5, TD1 AND UPLATTED PORTION OF SEC 5 TWP 48 RNG 29 AS DESC IN OR AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE THAT PORTION OF TRACTS L5,TD1, TD2 AND THOSE UNPLATTED PORTIONS OF SEC 5 TWP 48 RNG 29 AS DESC AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE TRACT L7 LESS AVE MARIA UNIT 7 LIBERTY PARK AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE TRACT L8 LESS AVE MARIA PHASE TWO AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE TRACT L9,LESS A PORTION AS DESC IN OR 4056 PG 820,LESS AVE MARIA PH2 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE TRACT R,LESS A PORTION AS DESC IN OR 4056 PG 820, LESS AVE MARIA U7 LIBERTY PARK, LESS THOSE POR- AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE ONE TRACT U THOSE PORTIONS AS DESC IN OR 4585 PG 1774 REFERENCED AS LAKES 6,7,8 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT L1 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT L2 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE TWO TRACT R LESS PORTION DESC IN OR 4220 PG 136 NOW IN AVE MARIA UNIT 4 HAMPTON VILLAGE PHASE 1 PLAT, AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK F COMMERCE L-1 AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA UNIT TWO PARK OF COMMERCE TRACT R LESS THAT PORTION OF TR R ADJACENT TO TR F-1 THRU F-11 EXCEPT FOR THAT AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE THREE TRACT R LESS PORT TR R DESC AS "LESS AND EXCEPT" IN OR 4289 PG 2990 LESS AVE MARIA PH THREE REPLAT AVE MARIA STEWARDSHIP COMMUNITY DISTRICT 2600 GOLDEN GATE PKWY NAPLES, FL 34105---3227 AVE MARIA PHASE THREE REPLAT 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Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) PL20180003069 0' 4/9/2019 Boundary: Ave Maria SRA (Current) 16 DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A TRACT W DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A TRACT Y DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A TRACT Z DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A TRACT F DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A TRACT G DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 5 BELLERAWALK PHASE 1A TRACT H DIVOSTA HOMES, L.P.24311 WALDEN CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE 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34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 218 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 219 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 220 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 221 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 222 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 223 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 224 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 225 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 226 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 229 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 232 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 235 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 236 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 AVE MARIA UNIT 7 LIBERTY PARK LOT 237 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 TRACT A PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 TRACT B PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 TRACT R POList_0_PL20180003069.xls 9.A.2.e Packet Pg. 423 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) PL20180003069 0' 4/9/2019 Boundary: Ave Maria SRA (Current) 28 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 LOT 87 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 LOT 88 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 LOT 89 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 LOT 102 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 LOT 103 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 110 LOT 19 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 110 LOT 20 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 110 & 113 BLOCK 113 LOT 4 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C TRACT OS-1, LESS THE PORTION OF TRACT OS-1 DESC IN OR 4416 PG 3944 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C TRACT R PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 56 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 57 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 58 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 59 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 60, LESS THE PORTION OF LOT 60 DESC IN OR 4416 PG 3944 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 61, LESS THE PORTION OF LOT 61 DESC IN OR 4416 PG 3944 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 62, LESS THE PORTION OF LOT 62 DESC IN OR 4416 PG 3944 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 63, LESS THE PORTION OF LOT 63 DESC IN OR 4416 PG 3944 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 64, LESS THE PORTION OF LOT 64 DESC IN OR 4416 PG 3944 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 65 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 66 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 112C LOT 67 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT A PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT C PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT E PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT F PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT L1 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT L3 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT L4 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT L6 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 TRACT R PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 BLOCK 201 LOT 11 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 BLOCK 203 LOT 7 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 BLOCK 203 LOT 8 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 BLOCK 203 LOT 9 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 201-203 BLOCK 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24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 22 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 23 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 24 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 25 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 26 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 27 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 102 PHASE 1 REPLAT LOT 28 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES 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COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 TRACT R PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 1 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 2 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 3 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 4 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 5 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 6 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 7 PULTE HOME COMPANY LLC 24311 WALDON 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107-108 LOT 33 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 34 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 35 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 36 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 37 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 107-108 LOT 38 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 204 TRACT L6 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 204 TRACT R PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCEL 204 BLOCK 204 LOT 2 PULTE HOME 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DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 14 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 15 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 16 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 17 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 18 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 19 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEBB NAPLES PARCELS 209-212 BLOCK 209 LOT 20 POList_0_PL20180003069.xls 9.A.2.e Packet Pg. 425 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area 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HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 28 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 29 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 30 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 31 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 32 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 33 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL WEB NAPLES PARCELS 209-212 BLOCK 209 LOT 34 PULTE HOME COMPANY LLC 24311 WALDON CENTER DR STE 300 BONITA SPRINGS, FL 34134---0 DEL 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TURNER, DREW C SUSAN SHANLEY 4129 MADISON ST AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 192 VALLAGI, JACKIE JACQUELINE CARGILL 4235 NEVADA ST AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 89 VANHEUSEN, ERIC DANIEL JENNIFER ANN VANHEUSEN 4163 LANCASTER ST AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 64 VORHOLT, THOMAS ROBERT CONNIE LYNN VORHOLT LAURA STINNET 4373 STEINBECK WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 155 VRANISH, JAMES NICHOLAS COLLEEN MARIE VRANISH 4333 STEINBECK WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 145 WEST II, JACKIE L & KIMBERLY A 4317 STEINBECK WAY AVE MARIA, FL 34142---0 AVE MARIA UNIT 8 EMERSON PARK LOT 141 WEST, STEVEN JAMES EMILY ROSE WEST 4413 STEINBECK WAY AVE MARIA, FL 34142---5013 AVE MARIA UNIT 8 EMERSON PARK LOT 231 WIEDMAN, KRISTA & JASON 4515 LAMAIDA LANE AVE MARIA, FL 34142---0 AVALON PARK LOT 252 WILK, GAVIN & JENNIFER 4227 NEVADA ST AVE MARIA, FL 34142---0 AVE MARIA 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3227 268074 138560205 AVE MARIA MASTER ASSN INC 2600 GOLDEN GATE PKWY NAPLES FL 34105 3227 277139 227160008 PACIFIC LAND LTD 503 10TH ST W PALMETTO FL 34221 3801 292288 22671000022 AVE MARIA DEVELOP LLLP, ET ALS 2600 GOLDEN GATE PKWY PO BOX 413038 NAPLES FL 34101 3038 9.A.2.e Packet Pg. 442 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Town of Ave Maria SRA Amendment (PL20180003069) April 30, 2019 Neighborhood Information Meeting (NIM) Summary May 1, 2019 Page 1 of 1 PL20180003069 04-30-2019 NIM Summary.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com The meeting was held at 5:35 p.m. Wayne Arnold of Q. Grady Minor & Associates introduced the project team consisting of: Sharon Umpenhour, Q. Grady Minor & Associates David Genson, Barron Collier Companies Richard Yovanovich, Coleman, Yovanovich and Koester Gilbert Martinez, Collier County Growth Management Division Mr. Arnold provided a summary of the proposed changes which include the modification to the SRA boundary by removing approximately 12.74 acres and adding approximately 12.74 acre s, amending the SRA master plan, and legal description of the SRA. Mr. Arnold presented a PowerPoint presentation that demonstrated the areas in which property was being removed from the SRA and the area in which new property was being added. The graphics consisted of aerial photographs, the current approved SRA master plan and the proposed new SRA master plan. After the project summary, the attendees were asked whether there were any questions or comments. Numerous comments and questions were related to the pending purchase of lands in the southeast portion of Ave Maria by Lennar Homes in the area adjacent to Bellerawalk neighborhood. David Genson from Barron Collier Companies and Ave Maria Development who own the undeveloped properties within Ave Maria confirmed that Lennar is under contract to purchase lands near Bellerawalk and intends to develop a bundled golf and residential community consisting of single family and multi-family homes. Attendees questioned details of the Lennar plans for the property. Mr. Genson indicated that the Lennar plans are still being developed and specific project details such as buffers, building heights and location of multi- family dwellings are not yet known. Mr. Genson indicated that he would encourage Lennar to meet with Bellerawalk residents as their plans progress to share details for their planned community. Several residents questioned the access location on Ave Maria Boulevard for the planned Lennar community. Mr. Genson indicated that the primary access would be on Ave Maria Boulevard at a location south of the Bellerawalk entrance. Mr. Genson indicated that Lennar was looking at the potential of having a secondary back gate interconnection with the Madison Park neighborhood; however, that is not certain at this time. Mr. Arnold concluded the meeting by providing the attendees with the upcoming public hearing dates. The Collier County Planning Commission meeting is scheduled for May 16, 2019 and the Board of County Commissioner’s public hearing is scheduled for June 11, 2019. The meeting concluded at 6:10 p.m. 9.A.2.e Packet Pg. 443 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) Petition PL20180003069 Ave Maria Stewardship Receiving Area (SRA) Amendment April 30, 2019 Neighborhood Information Meeting 9.A.2.e Packet Pg. 444 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Project Information 2 Existing Zoning:Ave Maria Stewardship Receiving Area (SRA) Existing Overall SRA Acreage:5,026+/-acres Proposed Overall SRA Acreage:5,026+/-acres Project Acreage Affected by Amendment:12.74+/-acres 9.A.2.e Packet Pg. 445 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Proposed Request 3 The applicant proposes to amend the SRA boundary and Town Plan for the Ave Maria SRA.The boundary is being shifted by removing 12.74±acres located in the northeast portion of the town,which includes removing the portion within the future right-of-way of Camp Keais Road,which has been conveyed to Collier County,and adding 12.74±acres adjacent to the southeast boundary of the SRA.There is no net increase or decrease in the SRA acreage,and no increase in density or intensity of uses within the SRA are proposed.The area to be added to the SRA has been evaluated and the land has a Natural Resource Index Value of less than 1.2,which is consistent with FLU Policy 4.9 of the Growth Management Plan. The newly added lands will be designated Neighborhood General,consistent with the area being removed from the SRA.A golf course may be contemplated in a portion of the town near the newly added parcel; therefore,a conceptual golf course layout has been depicted on the SRA Master Plan.The area adjacent to the northern boundary of the revision of the residential area to golf course/residential has also been revised to show as being reconfigured to be more consistent with the anticipated development. 9.A.2.e Packet Pg. 446 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Location Map 49.A.2.e Packet Pg. 447 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Proposed Boundary Revisions 59.A.2.e Packet Pg. 448 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Aerial Photograph 69.A.2.e Packet Pg. 449 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Approved SRA Master Plan 7 9.A.2.e Packet Pg. 450 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Proposed SRA Master Plan 8 9.A.2.e Packet Pg. 451 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Areas Being Removed from SRA Boundary 9 9.A.2.e Packet Pg. 452 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Area Being Added to SRA Boundary 10 9.A.2.e Packet Pg. 453 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Questions? 11 9.A.2.e Packet Pg. 454 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria 9.A.2.ePacket Pg. 455Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 456Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 457Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 458Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 459Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 460Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 461Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 462Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 9.A.2.ePacket Pg. 463Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 04/30/2019 04/30/2019 04/30/2019 04/30/2019 9.A.2.e Packet Pg. 464 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 04/30/2019 04/30/2019 04/30/2019 04/30/2019 9.A.2.e Packet Pg. 465 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1 ·2 ·3· · · · · · · · · · ·APRIL 30, 2019 ·4· · · · · · NEIGHBORHOOD INFORMATION MEETING ·5· · · · · · AVE MARIA SRA AMENDMENT PETITION ·6 ·7 ·8 ·9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 9.A.2.e Packet Pg. 466 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1 ·2· · · · ·3· · · · ·4· · · · ·5· · · · ·6· · · · ·7 ·8· · · · ·9· · · · 10 11· · · · 12 13· · · · 14· · · · 15· · · · 16· · · · 17 18· · · · 19· · · · 20· · · · 21· · · · 22· · · · 23· · · · 24· · · · 25· · · · · · · · · · MR. ARNOLD:· I'm Wayne Arnold.· I'm with Grady Minor Engineering.· This is Sharon Umpenhour from my office.· She's recording the meeting for us where we're required by the county to record these neighborhood information meetings. · · · · · · I'll introduce some folks.· This is David Genson, from Barron Collier Companies.· Many of you probably know David. · · · · · · Rich Yovanovich next to him.· He's with Coleman Yovanovich and Koester law firm. · · · · · · Gil Martinez standing in the back of the room here.· He's with Collier County, he's the principal planner and is working handling the application for the SRA (inaudible) for Ave Maria. · · · · · · So thank you all for coming out. Everybody in the community took (inaudible) notice of this meeting.· I think some of youhad communications with CED and others, butwhat we're proposing to do is really a fairlysimple amendment.· We are removing about 12.74 acres from portions of the community, and we'readding back in another 12.74 acres.· So there's no net change in acreage for the project and 9.A.2.e Packet Pg. 467 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·there is no new increase in number of the units ·2· · · ·or anything like that.· We're making the ·3· · · ·adjustment of the acreage, the legal ·4· · · ·description and we're making some modifications ·5· · · ·to the master plan to reflect the development ·6· · · ·of what we have. ·7· · · · · · You all know your community.· That's a ·8· · · ·location exhibit we provide to the county. ·9· · · ·This is really to me the more important 10· · · ·exhibit.· You can see on the bottom right-hand 11· · · ·portion of the screen, lower, this is the area 12· · · ·that we're adding, 12.74 acres.· And then we're 13· · · ·removing acreage in two areas over by Camp 14· · · ·Keais Road.· One is a little other 12 acres, 15· · · ·the other one is just around a half an acre. 16· · · · · · Oh, I'm sorry, I apologize.· We're 17· · · ·standing in front of some (inaudible).· I know 18· · · ·where those are.· Sorry about that. 19· · · · · · So the essence of changes are really to 20· · · ·remove and then replace those acreages.· Aerial 21· · · ·photograph showing you the community.· This 22· · · ·is -- going past that -- the master plan for 23· · · ·Ave Maria looks like this (indicating).· You 24· · · ·can see the areas where they're being adjusted 25· · · ·to change the acreages over here. 9.A.2.e Packet Pg. 468 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · SPEAKER:· Can you enlarge that. ·2· · · · · · (Talking simultaneously.) ·3· · · · · · MR. ARNOLD:· So this is the unapproved ·4· · · ·master plan that we're dealing with today. ·5· · · ·It's not been approved.· So when we modified ·6· · · ·the master plan -- ·7· · · · · · David, maybe you can (inaudible). ·8· · · · · · MR. GENSON:· We're here. ·9· · · · · · MR. ARNOLD:· Yeah, we're here. 10· · · · · · MR. GENSON:· Right here. 11· · · · · · SPEAKER:· (Inaudible). 12· · · · · · MR. ARNOLD:· Yeah. 13· · · · · · SPEAKER:· (Inaudible). 14· · · · · · SPEAKER:· Is there one that actually 15· · · ·reflects the changes in (inaudible)?· A lot of 16· · · ·the streets are divided into (inaudible). 17· · · · · · MR. GENSON:· The streets are different. 18· · · · · · MR. ARNOLD:· These are conceptual plans. 19· · · · · · SPEAKER:· (Inaudible) something? 20· · · · · · MR. ARNOLD:· No, this not to reflect all 21· · · ·very details of this.· This is still a 22· · · ·conceptual SRA master plan. 23· · · · · · David, maybe you can just point to the 24· · · ·areas that are being removed and added on this 25· · · ·exhibit. 9.A.2.e Packet Pg. 469 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. GENSON:· So here is one of the areas ·2· · · ·being removed.· Here at Pope John Paul II ·3· · · ·Boulevard is a little portion of land that we ·4· · · ·deeded to Collier County as part of a developer ·5· · · ·contribution agreement, and then it's all being ·6· · · ·added in right here (indicating). ·7· · · · · · SPEAKER:· Is that the sod farm? ·8· · · · · · MR. GENSON:· That's the sod farm, correct. ·9· · · ·This is the northern portion of the sod farm. 10· · · · · · SPEAKER:· Did I understand then that 11· · · ·actually that little notch (inaudible) is -- 12· · · ·actually, this is the proposed plan, but that 13· · · ·little notch is not in the proposed plan?· So 14· · · ·that shouldn't actually be on that? 15· · · · · · MR. GENSON:· No, it's still -- this is 16· · · ·still correct, because we own -- we still have 17· · · ·a 200 foot strip where that canal is.· So what 18· · · ·is that showing is we still own out to where 19· · · ·the existing right of way is to Collier County. 20· · · · · · SPEAKER:· ·(Inaudible). 21· · · · · · MR. GENSON:· It's so hard to see on a map 22· · · ·because it's -- 23· · · · · · SPEAKER:· It's a half an acre. 24· · · · · · MR. GENSON:· Half an acre.· So on 25· · · ·something this scale it looks like nothing has 9.A.2.e Packet Pg. 470 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·really changed. ·2· · · · · · MR. ARNOLD:· And if I could just remind ·3· · · ·people that since we have to record this, we ·4· · · ·need to try to take one person at a time.· So ·5· · · ·everybody can be recorded, and we'll try to ·6· · · ·repeat the question if we can't hear it and ·7· · · ·then answer it. ·8· · · · · · SPEAKER:· And state your name. ·9· · · · · · MR. ARNOLD:· The county commission likes 10· · · ·to have -- the count commission and planning 11· · · ·commission both like to know who's speaking. 12· · · ·If you don't feel comfortable giving your name, 13· · · ·at least indicate that you're a resident or 14· · · ·something so they know it's not part of the 15· · · ·developer team that's making statements or 16· · · ·comments.· But in a nutshell, these are the 17· · · ·changes that we're making.· So the legal 18· · · ·description and the master plan to reflect the 19· · · ·acreage changes.· And as David said, the new 20· · · ·area that gets added becomes part of the -- the 21· · · ·town center. 22· · · · · · Right?· No.· No. 23· · · · · · MR. GENSON:· Town general. 24· · · · · · SPEAKER:· Neighborhood General. 25· · · · · · MR. ARNOLD:· Excuse me.· So that then 9.A.2.e Packet Pg. 471 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·really -- the neighborhood general goes away, ·2· · · ·more neighborhood general gets added.· No ·3· · · ·change. ·4· · · · · · So with that we've already had (inaudible) ·5· · · ·one question.· Anybody else have a question ·6· · · ·before (inaudible). ·7· · · · · · SPEAKER:· Just on a map, can you just ·8· · · ·point out where Ballera would be? ·9· · · · · · MR. GENSON:· Ballerawalk is basically this 10· · · ·(inaudible) triangle right there. 11· · · · · · SPEAKER:· Okay.· And the new community, is 12· · · ·that going around it. 13· · · · · · MR. GENSON:· It goes around it. 14· · · · · · SPEAKER:· Oh, okay.· That's very helpful. 15· · · ·Thank you. 16· · · · · · MR. GENSON:· Yep. 17· · · · · · MR. ARNOLD:· Yes. 18· · · · · · MR. DUSIK:· Rob Dusik (phonetic), for 19· · · ·those of you who don't know, I'm your elected 20· · · ·member of the (inaudible) district here.· We 21· · · ·have in the (inaudible) district the SRA is 22· · · ·showing the land within the (inaudible) 23· · · ·district that can be developed.· That's what 24· · · ·the SRA is.· It's the (inaudible). 25· · · · · · SPEAKER:· (Inaudible). 9.A.2.e Packet Pg. 472 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. DUSIK:· Sure.· And I'm also a newly ·2· · · ·appointed member of the Growth Management ·3· · · ·Oversight Committee for the county.· So my ·4· · · ·question is simply that you obviously had the ·5· · · ·prior land, and the main part is that little ·6· · · ·notch up to the left on the map there.· I guess ·7· · · ·that would be the northeast corner.· So that ·8· · · ·was important and it's not important?· Or was ·9· · · ·it not important before?· So why can we just 10· · · ·discard that now? 11· · · · · · MR. GENSON:· It's not really that 12· · · ·important from a -- if you look at the geometry 13· · · ·of the parcel it's difficult to develop. I 14· · · ·will say as part of -- as part of the SRA 15· · · ·process we've got to look at what's called the 16· · · ·neighborhood -- or the -- what's it?· The 17· · · ·resource -- the Natural Resource Index, and so 18· · · ·the Natural Resource Index basically takes all 19· · · ·the pieces of property within the SRA and 20· · · ·assigns a value to it.· The lower the value, 21· · · ·the less environmentally sensitive it is. 22· · · · · · So I will tell you that the land we took 23· · · ·out from here, from within the SRA, were a 24· · · ·little bit more environmentally sensitive based 25· · · ·on the natural resource index, and the land 9.A.2.e Packet Pg. 473 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·that we're adding were less than the areas that ·2· · · ·we took away from an index standpoint.· So from ·3· · · ·an environmental side there's no real issue ·4· · · ·there.· Like I said, functionally, if -- it's ·5· · · ·difficult from a land planning perspective to ·6· · · ·try to develop up in this little finger.· It ·7· · · ·makes sense maybe to come down here and make ·8· · · ·the adjustment.· So ... ·9· · · · · · Yes, ma'am? 10· · · · · · SPEAKER:· Could we go back to the previous 11· · · ·picture? 12· · · · · · Okay.· You mentioned that that parcel up 13· · · ·there, it was a new development.· Is that the 14· · · ·Lennar Development? 15· · · · · · MR. GENSON:· This area -- 16· · · · · · (Talking simultaneously.) 17· · · · · · SPEAKER:· The surrounding.· Okay.· So I 18· · · ·guess our impact since we're in Bellera is what 19· · · ·effect does that have or what are we to see as 20· · · ·far as changes to the part where Ballera 21· · · ·borders up to where Lennar is coming out? 22· · · · · · MR. ARNOLD:· If I can just go back to the 23· · · ·approved master plan, and your area's still 24· · · ·reflected here, and you'll see that when we go 25· · · ·here, it's the same relationship of residential 9.A.2.e Packet Pg. 474 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·and golf to you.· This is the only piece that's ·2· · · ·being added that's adjacent to your southeast ·3· · · ·corner. ·4· · · · · · SPEAKER:· Okay.· With you flasher there, ·5· · · ·where's the golf course gonna go? ·6· · · · · · MR. GENSON:· Basically, everything in kind ·7· · · ·of the green is in an approximate location of ·8· · · ·what the golf course would be -- ·9· · · · · · (Talking simultaneously.) 10· · · · · · SPEAKER:· It kind of surrounds us a little 11· · · ·bit? 12· · · · · · MR. GENSON:· It's a concept plan. 13· · · · · · What's that? 14· · · · · · SPEAKER:· It kind of surrounds us a little 15· · · ·bit? 16· · · · · · MR. GENSON:· A little bit, yeah.· Just a 17· · · ·little. 18· · · · · · SPEAKER:· I mean, the golf course -- 19· · · · · · MR. ARNOLD:· Let me just tell you that 20· · · ·they're in negotiations for -- with Lennar and 21· · · ·we just discussed Pulte, and they brought up 22· · · ·some of the concerns that many of you have, and 23· · · ·so there -- there is -- Pulte's already seen a 24· · · ·concept plan that Lennar has developed.· By no 25· · · ·means is it ready to share with the 9.A.2.e Packet Pg. 475 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·general public.· They're still refining it. ·2· · · ·They're still shifting golf holes and, you ·3· · · ·know, stuff like that.· Ultimately, once this ·4· · · ·does get submitted to Collier County, it's ·5· · · ·public information to ensure that -- I can't ·6· · · ·speak for Lennar, but maybe at some point they ·7· · · ·could hold a meeting with the Ballera residents ·8· · · ·to kind of show them what the plan is.· But for ·9· · · ·right now, everything is very conceptual and 10· · · ·probably won't have more detail on that for, 11· · · ·you know, 60 to 90 days or so.· So -- 12· · · · · · But this is, what we're doing right here 13· · · ·is really the precursor to anything (inaudible) 14· · · ·out there.· So they've got to go and get their 15· · · ·environmental resource permits.· They've got to 16· · · ·get county excavation permits and stuff like 17· · · ·that. 18· · · · · · SPEAKER:· Just one other quick question. 19· · · ·We had asked about it with the Pulte reps.· The 20· · · ·new community because we're an over 55 gated, 21· · · ·they won't be able to -- like people come in or 22· · · ·anything like that? 23· · · · · · MR. GENSON:· No, this is being added to 24· · · ·have their own entrance. 25· · · · · · SPEAKER:· Yeah -- 9.A.2.e Packet Pg. 476 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · (Talking simultaneously.) ·2· · · · · · MR. GENSON:· -- on Ave Maria Boulevard. ·3· · · · · · SPEAKER:· Off of what boulevard? ·4· · · · · · MR. GENSON:· Ave Maria Boulevard. ·5· · · · · · SPEAKER:· Okay. ·6· · · · · · SPEAKER:· Is there any other -- ·7· · · · · · MR. GENSON:· They're talking with the ·8· · · ·developer of Maple Ridge to potentially have an ·9· · · ·interconnect through -- 10· · · · · · SPEAKER:· I didn't hear the question. 11· · · · · · MR. GENSON:· I'm sorry.· Is there another 12· · · ·interconnect or entrance proposed? 13· · · · · · And they are talking with developer of 14· · · ·Maple Ridge of potentially coming through Maple 15· · · ·Ridge as like a backdoor entrance for their 16· · · ·community. 17· · · · · · MR. GENSON:· Anybody else?· Yes, ma'am. 18· · · · · · SPEAKER:· Is there going to be a golf 19· · · ·course for sure, or is that just kind of a 20· · · ·proposed possible. 21· · · · · · MR. GENSON:· There will be a golf course 22· · · ·for sure.· This is a -- this is what Lennar 23· · · ·considers one of their bundled golf 24· · · ·communities, but much like they've done 25· · · ·elsewhere in southwest Florida, Naples, Bonita, 9.A.2.e Packet Pg. 477 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·and in Fort Myers. ·2· · · · · · SPEAKER:· And how many houses are they ·3· · · ·considering? ·4· · · · · · MR. GENSON:· You know, right now it's ·5· · · ·looking like -- and I'll say it's maybe around ·6· · · ·1100 units.· They're going to do a mix of ·7· · · ·multi-family and single-family.· So it's not ·8· · · ·all the single-family homes. ·9· · · · · · MR. ARNOLD:· Yes, ma'am? 10· · · · · · SPEAKER:· And it's not over 55, is it? 11· · · · · · MR. GENSON:· It's age targeted.· It's not 12· · · ·age restricted. 13· · · · · · SPEAKER:· What does that mean? 14· · · · · · MR. GENSON:· It means they're looking for 15· · · ·people who are 55 but they're not 16· · · ·(inaudible) -- 17· · · · · · (Talking simultaneously.) 18· · · · · · SPEAKER:· What type of area will there be 19· · · ·between Ballera and the new development? 20· · · · · · MR. GENSON:· Well, primarily almost most 21· · · ·of the way around it's lakes. 22· · · · · · SPEAKER:· Say again. 23· · · · · · MR. GENSON:· Lakes.· Lakes. 24· · · · · · SPEAKER:· Lakes. 25· · · · · · MR. GENSON:· The existing lakes that are 9.A.2.e Packet Pg. 478 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·outside any of you that live on the ·2· · · ·peripherally of Ballera, none of those are ·3· · · ·going to change.· Those all remain. ·4· · · · · · SPEAKER:· So I'm getting (inaudible).· Is ·5· · · ·there going to be golf balls coming at my ·6· · · ·house? ·7· · · · · · (Talking simultaneously.) ·8· · · · · · MR. GENSON:· If I were playing, yes. I ·9· · · ·can't say for (inaudible).· They take into 10· · · ·account that when -- even with the houses that 11· · · ·are on the -- within their own development.· So 12· · · ·I can't say for sure, about is there a 13· · · ·possibility you'll see an errant golf ball once 14· · · ·in a while?· Yes.· So. 15· · · · · · SPEAKER:· I'm not on a golf course now. 16· · · · · · MR. GENSON:· Okay. 17· · · · · · SPEAKER:· Billed on a golf course. 18· · · · · · MR. ARNOLD:· Gentlemen? 19· · · · · · MR. ANDERS:· Yes.· Don Anders (phonetic) 20· · · ·from Ballera.· You mentioned multi-family 21· · · ·units.· Would they be in the form of condos or 22· · · ·apartments? 23· · · · · · MR. GENSON:· Condos. 24· · · · · · And back here?· Ma'am?· Yes, ma'am. 25· · · · · · SPEAKER:· Are you going to -- this new 9.A.2.e Packet Pg. 479 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·development with Lennar, will they became part ·2· · · ·of the Oasis Club. ·3· · · · · · MR. GENSON:· No.· They're going to have ·4· · · ·their separate club and amenities there.· So ·5· · · ·they're not being a part of the Del Webb Oasis ·6· · · ·Club. ·7· · · · · · SPEAKER:· Okay. ·8· · · · · · SPEAKER:· Are the -- so my understanding ·9· · · ·is the roads from Maple Ridge are all built 10· · · ·with bond funds, and so they end up being owned 11· · · ·by the district. 12· · · · · · MR. GENSON:· Correct. 13· · · · · · SPEAKER:· And, for example, the roads that 14· · · ·have The Village, which is a Pulte Community, 15· · · ·or Emerson are not that way, and then the HOA 16· · · ·continues to own those roads.· What is the plan 17· · · ·for this community? 18· · · · · · MR. GENSON:· They reserve the right to 19· · · ·potentially offer bonds through the district to 20· · · ·finance some of their infrastructure, but it's 21· · · ·way -- it's too early to determine if they're 22· · · ·going to go that route or not. 23· · · · · · SPEAKER:· Is there going to be any bond 24· · · ·associated with these homes? 25· · · · · · MR. GENSON:· I can't say for sure.· That 9.A.2.e Packet Pg. 480 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·would be -- ·2· · · · · · SPEAKER:· Right now, though, the land ·3· · · ·doesn't have any debt associated with it? ·4· · · · · · MR. GENSON:· There is debt associated with ·5· · · ·the land. ·6· · · · · · SPEAKER:· There is? ·7· · · · · · MR. GENSON:· Yes. ·8· · · · · · SPEAKER:· So it's a question of whether ·9· · · ·Lennar pays it off or ... 10· · · · · · MR. GENSON:· Lennar is going to -- is 11· · · ·going to have to assume it's fair share of the 12· · · ·cost and -- the bond and maintenance cost that 13· · · ·are allocated to the property as is.· Much like 14· · · ·with the master association (inaudible). 15· · · · · · SPEAKER:· And is there a series of bonds 16· · · ·that this land is associated with? 17· · · · · · MR. GENSON:· I don't know offhand.· I can 18· · · ·find that out. 19· · · · · · SPEAKER:· Yeah, if you would. 20· · · · · · MR. GENSON:· It may have been the 2006 or 21· · · ·2012 series.· But I can look that up. 22· · · · · · SPEAKER:· Okay.· Thank you. 23· · · · · · MR. GENSON:· Yes, sir? 24· · · · · · SPEAKER:· Can you tell us -- and maybe you 25· · · ·don't know yet -- where within this Lennar 9.A.2.e Packet Pg. 481 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·community the multi-family houses or buildings ·2· · · ·will be?· Because I understand they're going to ·3· · · ·be four-story. ·4· · · · · · MR. GENSON:· So most -- if you -- anyone ·5· · · ·that's familiar with the Lennar bundle, you ·6· · · ·know, they typically will have a clubhouse area ·7· · · ·and then they bring the area around the ·8· · · ·clubhouse and like their driving range lake ·9· · · ·usually has the four stories.· So it's more on 10· · · ·the inner core of their property. 11· · · · · · SPEAKER:· So are you saying that they 12· · · ·won't have an entrance off Oil Well Road? 13· · · · · · MR. ARNOLD:· No. 14· · · · · · MR. GENSON:· No. 15· · · · · · SPEAKER:· (Inaudible). 16· · · · · · MR. GENSON:· Do I see another hand up? 17· · · · · · SPEAKER:· Seems awful small for ... 18· · · · · · MR. GENSON:· It's no different than many 19· · · ·other developments.· My father lives in one up 20· · · ·you in Fort Meyers and they have one major gate 21· · · ·entrance and they have one backdoor entrance. 22· · · · · · SPEAKER:· Where's the main entrance going 23· · · ·to be there? 24· · · · · · MR. GENSON:· Right here (indicating). 25· · · ·Right there.· Right there.· This is your 9.A.2.e Packet Pg. 482 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·entrance up here. ·2· · · · · · Ma'am? ·3· · · · · · SPEAKER:· Okay what about the bridges that ·4· · · ·go over from Ballera to that -- to the side ·5· · · ·where they're going to build?· Are the bridges ·6· · · ·still going to be there?· Are we still going to ·7· · · ·be able to use them? ·8· · · · · · MR. GENSON:· Yes. ·9· · · · · · SPEAKER:· What's going to be on the 10· · · ·immediate strip where the bridges connect? 11· · · · · · MR. GENSON:· So as you're all aware, there 12· · · ·are bridges that lead to a pathway on the other 13· · · ·side of the lakes that you guys use for 14· · · ·recreational purposes. 15· · · · · · SPEAKER:· Right. 16· · · · · · MR. GENSON:· Those are -- those are going 17· · · ·to be remain.· We're going to upgrade those 18· · · ·when they develop the property.· We're going to 19· · · ·have to elevate them, we're going to have to 20· · · ·pave them with some sort of material, but those 21· · · ·are going to remain as is. 22· · · · · · SPEAKER:· How about the berm that's by 23· · · ·those bridges?· Will you be removing that berm. 24· · · · · · SPEAKER:· What berm? 25· · · · · · SPEAKER:· What berm? 9.A.2.e Packet Pg. 483 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · SPEAKER:· We're not sure which ... ·2· · · · · · MR. GENSON:· I think when you say about ·3· · · ·the berm, what you're seeing is when they built ·4· · · ·the lake, they built it up to, you know, proper ·5· · · ·elevation, and then they came back down. ·6· · · ·Ultimately, when Lennar develops, that comes up ·7· · · ·to that similar elevation.· So that berm -- ·8· · · ·right now the path that you use over there is ·9· · · ·probably not at the right elevation.· So we're 10· · · ·going to have bring in fill for it so it's at 11· · · ·proper elevation for water management. 12· · · · · · SPEAKER:· So -- 13· · · · · · MR. GENSON:· Then can I just -- 14· · · · · · SPEAKER:· Yes. 15· · · · · · MR. GENSON:· She has a question. 16· · · · · · SPEAKER:· I live where the bridges are at 17· · · ·and we're (inaudible) right now.· So I 18· · · ·understand what you're saying there, but now on 19· · · ·the other side we have a lot of croats 20· · · ·(phonetic), which is great, but is it going to 21· · · ·stay there?· What kind of barrier are we going 22· · · ·to have between the people -- not that I'm 23· · · ·not -- dissocial, but ... 24· · · · · · SPEAKER:· (Inaudible). 25· · · · · · SPEAKER:· No, I want to hold the people 9.A.2.e Packet Pg. 484 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·back.· Because what's to say, anybody can come ·2· · · ·into our you development other than you know ·3· · · ·but -- ·4· · · · · · (Noise Interruption). ·5· · · · · · SPEAKER:· If they're walking all around ·6· · · ·our development, I'm sorry -- ·7· · · · · · MR. GENSON:· That's a fair question.· You ·8· · · ·know, there is going to be a bumper requirement ·9· · · ·between the development.· I know that the 10· · · ·engineers that have been working on the land 11· · · ·plan have left significant width for there to 12· · · ·be a buffer installed just for that fact; to 13· · · ·make sure that we try to maintain as much 14· · · ·privacy between the developments as possible. 15· · · ·So I completely get where you're going, and 16· · · ·we'll do everything to make sure that you're -- 17· · · ·you're privacy is not compromised. 18· · · · · · MR. ARNOLD:· Gentleman in the back. 19· · · · · · SPEAKER:· The question, right now on the 20· · · ·north side it looks like there was some 21· · · ·lead-ins for the roads going in for that area. 22· · · ·They're not going to develop in that area for 23· · · ·Bellera?· Where about is that on the map and 24· · · ·what is -- 25· · · · · · MR. GENSON:· Yeah, that's a good point. 9.A.2.e Packet Pg. 485 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·So what you're seeing is you've got a lot of ·2· · · ·this development that's kind of in place. ·3· · · ·Where my hand is (indicating)? ·4· · · · · · SPEAKER:· Yeah. ·5· · · · · · MR. GENSON:· Most of that infrastructure ·6· · · ·is in.· Pulte still has the ability to build ·7· · · ·these two. ·8· · · · · · SPEAKER:· Uh-huh. ·9· · · · · · MR. GENSON:· I can't -- I don't know if -- 10· · · ·maybe this is where the old model center was. 11· · · · · · SPEAKER:· Yeah. 12· · · · · · MR. GENSON:· And I don't think those are 13· · · ·in.· So it still has forefingers within the 14· · · ·Ballera development that they -- 15· · · · · · SPEAKER:· So they're staying inside 16· · · ·Ballera, that property? 17· · · · · · MR. GENSON:· That property is staying 18· · · ·inside Ballera. 19· · · · · · SPEAKER:· Okay.· Because we were told you 20· · · ·were all done building -- developing 21· · · ·(inaudible). 22· · · · · · MR. GENSON:· They still have enough vacant 23· · · ·land to do it. 24· · · · · · SPEAKER:· Yeah. 25· · · · · · (Talking simultaneously.) 9.A.2.e Packet Pg. 486 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. GENSON:· Sir. ·2· · · · · · SPEAKER:· Yeah, in regards to the bridges ·3· · · ·and the paths you mentioned (inaudible), so ·4· · · ·people on golf carts, for instance, (inaudible) ·5· · · ·homes on golf carts, could they be able to come ·6· · · ·through Ballera? ·7· · · · · · MR. GENSON:· No.· No. ·8· · · · · · SPEAKER:· Will the people be able to walk ·9· · · ·from Lennar over our bridges? 10· · · · · · MR. GENSON:· It's not intended to have a 11· · · ·(inaudible) connect at (inaudible). 12· · · · · · SPEAKER:· Pardon? 13· · · · · · MR. GENSON:· It's not intended to have a 14· · · ·pedestrian interconnect at this time. 15· · · · · · Way back there? 16· · · · · · SPEAKER:· What is the heighth limits for a 17· · · ·development in Ave Maria?· Is that three floors 18· · · ·and not higher than the church? 19· · · · · · MR. GENSON:· I believe it's four stories 20· · · ·is the height limit in Ave March. 21· · · · · · SPEAKER:· And what exact measurement is 22· · · ·it? 23· · · · · · MR. GENSON:· Maybe these guys can pull out 24· · · ·what's the allowable height. 25· · · · · · SPEAKER:· Okay. 9.A.2.e Packet Pg. 487 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. GENSON:· We'll get back to you on ·2· · · ·that.· So ... ·3· · · · · · SPEAKER:· Let's see is there any that the ·4· · · ·back entrance can be out on Camp Keais?· What ·5· · · ·your proposing right there is the back entrance ·6· · · ·into like right now undeveloped Maple Ridge and ·7· · · ·that's strict -- that's -- from that look at ·8· · · ·that, that's just residential street.· So ·9· · · ·you're looking -- you're going to have a 10· · · ·major -- the main entrance off on Ave Maria 11· · · ·Boulevard, great.· The back entrance is going 12· · · ·to go straight through a residential 13· · · ·neighborhood? 14· · · · · · MR. GENSON:· Well -- 15· · · · · · SPEAKER:· And then so basically there has 16· · · ·to be a way for all those who have yet to be 17· · · ·our neighbors to get out either Anthem or Pope 18· · · ·John Paul?· That doesn't seem logical. 19· · · · · · MR. GENSON:· Well, I think that it's 20· · · ·something that we could look at.· They do have 21· · · ·the ability because the property that Pulte is 22· · · ·developing will abut Anthem Parkway. 23· · · · · · SPEAKER:· But there's -- 24· · · · · · SPEAKER:· Anthem, yeah, that's great. 25· · · ·Onto Anthem that's great, but if you went a 9.A.2.e Packet Pg. 488 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·little farther to the -- what would that be? ·2· · · ·The east, that goes right into the back end of ·3· · · ·that -- right now where the cows are. ·4· · · · · · MR. GENSON:· Sure.· I get what you're ·5· · · ·saying. ·6· · · · · · SPEAKER:· Yeah. ·7· · · · · · MR. GENSON:· I get what you're saying. ·8· · · · · · SPEAKER:· We'll -- so ideally there's not ·9· · · ·going to be interconnecting between like, say, 10· · · ·the -- as yet undeveloped Maple Ridge to the 11· · · ·new Lennar.· There's not going to be connecting 12· · · ·trees going back and forth because you can 13· · · ·have -- like say a lot of Lennar homes, they 14· · · ·might not want to go out on Ave Maria 15· · · ·Boulevard.· They're going to go through these 16· · · ·residential streets to get to Anthem Parkway or 17· · · ·directly onto Anthem Parkway. 18· · · · · · MR. GENSON:· Sure.· I understand the 19· · · ·concern, and we'll definitely bring it up with 20· · · ·Lennar. 21· · · · · · Yes, ma'am? 22· · · · · · SPEAKER:· Any idea as to what the price 23· · · ·point is going to be for Lennar? 24· · · · · · MR. GENSON:· They have not released their 25· · · ·pricing yet.· So I can't say. 9.A.2.e Packet Pg. 489 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · SPEAKER:· You know, the new little ·2· · · ·entrance that's going to go right where the sod ·3· · · ·farm is? ·4· · · · · · MR. GENSON:· Right here. ·5· · · · · · SPEAKER:· Okay.· So are they going -- ·6· · · ·they -- obviously they can get in there.· Will ·7· · · ·they be becoming out there and then being able ·8· · · ·to go both ways? ·9· · · · · · MR. GENSON:· Uh-huh.· Yes. 10· · · · · · SPEAKER:· Okay. 11· · · · · · MR. ARNOLD:· Whoever had the height 12· · · ·question back here?· Rich just looked it up and 13· · · ·it looks like neighborhood general four 14· · · ·stories. 15· · · · · · MR. GENSON:· Yes, ma'am? 16· · · · · · SPEAKER:· Do you have a time frame when 17· · · ·it's going to begin? 18· · · · · · MR. ARNOLD:· We have public hearings 19· · · ·scheduled now.· We're scheduled to go May 16th 20· · · ·I believe it is, Sharon?· And June 11th.· So 21· · · ·the planning commission will be May 16th and 22· · · ·Board of County Commissioners will be 23· · · ·June 11th, assuming that they approve of the 24· · · ·changes that we're proposing here.· The Lennar 25· · · ·or Barron Collier, whosever going to be doing 9.A.2.e Packet Pg. 490 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·the permitting, is going to have to go and ·2· · · ·obtain permits from South Florida Water ·3· · · ·Management District and Collier County through ·4· · · ·plans, and plat and site development plan ·5· · · ·process, and those processes are six months ·6· · · ·approximately.· So, I mean, assuming they make ·7· · · ·everything happen, it could be later this fall. ·8· · · · · · Yeah? ·9· · · · · · SPEAKER:· I have a question about the 10· · · ·infrastructure.· About the water supply, will 11· · · ·that be coming from the Ave Maria water? 12· · · · · · MR. ARNOLD:· Yes. 13· · · · · · MR. GENSON:· Yes.· In fact, one of the 14· · · ·things we will have an interconnect with is Ave 15· · · ·Maria (inaudible) Company has a -- so there was 16· · · ·a water main that was subbed in here and subbed 17· · · ·to the future areas since we'll be tying in 18· · · ·with water and waste water at those locations. 19· · · ·But everything has been sized, you know, based 20· · · ·on what the Ballerawalk plan is, and I don't 21· · · ·think that there's going to be any issues. 22· · · ·And, also, it will be looped in through the 23· · · ·system.· So it shouldn't be any issues on the 24· · · ·utility side. 25· · · · · · SPEAKER:· In that area that you're looking 9.A.2.e Packet Pg. 491 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·at, this is the map that is approved, correct? ·2· · · · · · MR. GENSON:· No.· Oh, yes, that was the ·3· · · ·map that was approved. ·4· · · · · · SPEAKER:· Yes, that's the map that is ·5· · · ·approved, and all of that is residential area. ·6· · · · · · MR. GENSON:· Uh-huh. ·7· · · · · · SPEAKER:· Many units were approved in that ·8· · · ·area?· And when you go to Lennar, they ·9· · · ·incorporated a whole golf course in there, and 10· · · ·country club and everything.· I'm assuming that 11· · · ·that changes the density a little bit. 12· · · ·Although, they've got the higher density 13· · · ·multi-family units, but I'm just curious 14· · · ·numbers wise. 15· · · · · · MR. GENSON:· Yes, from an overall document 16· · · ·that the county has, there's no assignment of 17· · · ·densities, per say, within any of these areas. 18· · · ·Barron Collier probably knows how many units. 19· · · ·They're going to be selling the land units as 20· · · ·they do that, but from the county's 21· · · ·perspective, there's not an assignment of 22· · · ·rights.· So the county wouldn't know how many 23· · · ·units, per say, would be here but to add onto 24· · · ·your logic, you know, because there's now a 25· · · ·golf course, clubhouse and everything else, you 9.A.2.e Packet Pg. 492 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·know, logic would tell you that it's not as ·2· · · ·many units as (inaudible) accident ·3· · · · · · (Talking simultaneously.) ·4· · · · · · SPEAKER:· I'm looking for the answer for ·5· · · ·my from perspective.· I'd rather see more ·6· · · ·expensive housing with less density and a ·7· · · ·private country club than this being another ·8· · · ·intense area where you have just a lot off ·9· · · ·little, little homes sitting there that 10· · · ·increase (inaudible).· So ... 11· · · · · · MR. GENSON:· Anybody else?· Questions? 12· · · ·Yes, sir. 13· · · · · · SPEAKER:· Resident.· How far does that go 14· · · ·that upper red light?· What's confusing to me 15· · · ·and some other people around me are that this 16· · · ·map is reversed.· Normally you show a map 17· · · ·that's north and south.· This is obviously east 18· · · ·and west. 19· · · · · · MR. GENSON:· Yes. 20· · · · · · SPEAKER:· But I'm not surprised -- 21· · · · · · (Talking simultaneously.) 22· · · · · · MR. GENSON:· (Inaudible) would be even 23· · · ·harder to read. 24· · · · · · SPEAKER:· (inaudible) right on Camp Keais 25· · · ·Road then, right? 9.A.2.e Packet Pg. 493 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. ARNOLD:· (Inaudible) it's the top of ·2· · · ·the -- ·3· · · · · · SPEAKER:· I couldn't read it from back ·4· · · ·(inaudible). ·5· · · · · · MR. GENSON:· (Inaudible) we donated ·6· · · ·120 feet to the county for future expansion of ·7· · · ·Camp Keais.· So that right of way now is ·8· · · ·200 feet total, and then there's a 35-foot ·9· · · ·strip that (inaudible) has for their 10· · · ·transmission lines that you see along there, 11· · · ·and then there's another 200 feet whereby 12· · · ·you're seeing a large agricultural canal.· That 13· · · ·was constructed recently out there. 14· · · · · · Yes? 15· · · · · · SPEAKER:· Does Lennar have any 16· · · ·responsibility to bring in businesses, anything 17· · · ·like that?· No services for the community? 18· · · · · · MR. GENSON:· If they build homes and sell 19· · · ·it to people, it will drive businesses. 20· · · · · · SPEAKER:· Build it and they will come. 21· · · · · · MR. GENSON:· Anybody else that hasn't had 22· · · ·chance to ask a question?· Yes, ma'am? 23· · · · · · SPEAKER:· And I am a resident of Del Webb. 24· · · · · · MR. GENSON:· Okay. 25· · · · · · SPEAKER:· Um ... I lost my whole train of 9.A.2.e Packet Pg. 494 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·thought. ·2· · · · · · MR. GENSON:· That's okay. ·3· · · · · · SPEAKER:· Do you have any idea what the ·4· · · ·square footage of the homes that Lennar's going ·5· · · ·to be building? ·6· · · · · · MR. GENSON:· No, not at this point in ·7· · · ·time. ·8· · · · · · SPEAKER:· So -- ·9· · · · · · MR. GENSON:· Ultimately, just watch the 10· · · ·Ave Maria Development website, you know, when 11· · · ·they're ready (inaudible) -- 12· · · · · · SPEAKER:· (Coughing.) 13· · · · · · MR. GENSON:· -- the models and the 14· · · ·pricing, you know (inaudible) -- 15· · · · · · SPEAKER:· (Coughing). 16· · · · · · MR. GENSON:· -- (inaudible) when they -- 17· · · ·when they come they have that ready, but right 18· · · ·now I think the main focus is getting some 19· · · ·plans together that works for them, and the 20· · · ·pricing and model information will come later. 21· · · · · · SPEAKER:· One last question. 22· · · · · · MR. GENSON:· (Inaudible). 23· · · · · · SPEAKER:· I used had to be on planning 24· · · ·(inaudible). 25· · · · · · You know, as I -- I think I have my 9.A.2.e Packet Pg. 495 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·figures right, but I think there's about 50 ·2· · · ·homes now for sale in Ave Maria, and I don't ·3· · · ·know what percentage, I don't know how many ·4· · · ·homes are in Ave Maria already. ·5· · · · · · MR. GENSON:· Last I checked, I get a ·6· · · ·report from out utility company that has the ·7· · · ·number of residential connections, ·8· · · ·single-family connections, and it was -- it was ·9· · · ·close two -- over to 2,000. 10· · · · · · SPEAKER:· Two thousand. 11· · · · · · MR. GENSON:· So having 50 out of 2,000 12· · · ·doesn't seem -- that's too bad. 13· · · · · · SPEAKER:· That's 2622. 14· · · · · · MR. GENSON:· Okay.· So I was off by a good 15· · · ·amount.· (Inaudible). 16· · · · · · SPEAKER:· (Inaudible) one of the people 17· · · ·trying to sell those homes then it is a 18· · · ·problem.· I mean, I think Lennar is -- there's 19· · · ·really not much demand for these homes at this 20· · · ·time. 21· · · · · · MR. GENSON:· Well, ma'am, I disagree with 22· · · ·you because, like I said, the product mix that 23· · · ·Lennar's offering is going to be multi-family 24· · · ·with some single-family.· So if -- there's no 25· · · ·multi-family out here other than the condos 9.A.2.e Packet Pg. 496 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·that are above us.· You know?· So I think what ·2· · · ·they're offering up is actually something ·3· · · ·that's going to be more -- to incentivize ·4· · · ·people to move out of here, because maybe they ·5· · · ·don't want a bigger house and they want a ·6· · · ·smaller unit that they don't necessarily have ·7· · · ·to take care of their who lawn and all these ·8· · · ·other things.· So most of the sales that you're ·9· · · ·talking about right now are single-family 10· · · ·homes, and a lot of the buyers that go into 11· · · ·these Lennar (inaudible) developed communities, 12· · · ·including my father, buy into the condos 13· · · ·because they like that building, you don't have 14· · · ·to worry about some of the maintenance and 15· · · ·stuff like that.· So ... 16· · · · · · SPEAKER:· Thank you. 17· · · · · · MR. GENSON:· Yes? 18· · · · · · SPEAKER:· All right.· Did you imply that 19· · · ·there would be more multi-family units than 20· · · ·single? 21· · · · · · MR. GENSON:· The mix is up there.· I can't 22· · · ·state for sure.· I'll, you know, it's something 23· · · ·that they have been working on.· We'll 24· · · ·understand that here pretty soon as to what the 25· · · ·mix is. 9.A.2.e Packet Pg. 497 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · Yes, sir? ·2· · · · · · SPEAKER:· Yeah, I'm a resident.· When ·3· · · ·Lennar builds what they're going to build, are ·4· · · ·they held by the laws or regulations that are ·5· · · ·here in Ave Maria? ·6· · · · · · MR. GENSON:· Absolutely. ·7· · · · · · SPEAKER:· Specifically, like there's no ·8· · · ·pharmacy at Publix because it's somebody's idea ·9· · · ·that's a great thought, in my view.· So is that 10· · · ·going to be, whatever Lennar builds they're 11· · · ·within the box of what goes on in Ave Maria, 12· · · ·what has gone on here for ten years? 13· · · · · · MR. GENSON:· Yes.· Yes. 14· · · · · · SPEAKER:· Okay.· Thank you. 15· · · · · · SPEAKER:· Talk to me about the types of 16· · · ·homes that are going to be built there.· What's 17· · · ·to stop them from doing what, you know, CC 18· · · ·Denmo (phonetic) did in the Reserves and seeing 19· · · ·the entire profit in smaller homes cutting the 20· · · ·Reserves in half or less than half and 21· · · ·completely changing the plan?· Who's to say 22· · · ·this is to be a long-term project?· Who's to 23· · · ·say they're not going to do the same thing? 24· · · · · · MR. GENSON:· Well, we live in a free 25· · · ·market economy, and when you do come out with a 9.A.2.e Packet Pg. 498 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·90-foot estate size setback or lot and they're ·2· · · ·not selling, do we just want to hold onto those ·3· · · ·and just let them sit there, or do we want to ·4· · · ·convert it to a project that actually does ·5· · · ·sell?· So, you know, I can't say that what ·6· · · ·they're planning on here is going to be tried ·7· · · ·and true for the entire build out.· They may ·8· · · ·see that the market is different out there, and ·9· · · ·they have to adjust that.· Otherwise, no 10· · · ·developer would be in business if they didn't 11· · · ·adjust their product to meet whatever the 12· · · ·market has going on.· So ... 13· · · · · · MR. ARNOLD:· Gentleman in the back? 14· · · · · · SPEAKER:· Does this put the other project 15· · · ·on hold, the apartments project? 16· · · · · · MR. GENSON:· The apartment project is no 17· · · ·longer -- 18· · · · · · SPEAKER:· Okay. 19· · · · · · MR. GENSON:· -- no longer going forward. 20· · · · · · SPEAKER:· My question is, Ave Maria in on 21· · · ·Oil Well Road.· The purple obviously, or 22· · · ·whatever, blue or purple is obviously Arthrex. 23· · · · · · MR. GENSON:· This? 24· · · · · · SPEAKER:· Yeah. 25· · · · · · MR. GENSON:· Yeah, Arthrex sits right 9.A.2.e Packet Pg. 499 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·here. ·2· · · · · · SPEAKER:· Okay.· So what is above -- what ·3· · · ·is east of -- east of that? ·4· · · · · · MR. GENSON:· East of that is -- well, ·5· · · ·there's a sign out there that says, "Future ·6· · · ·Home of Braden Hospital." ·7· · · · · · SPEAKER:· That whole area? ·8· · · · · · MR. GENSON:· Not the whole area, but ·9· · · ·they'll take up a portion of it.· This will all 10· · · ·be future commercial use for the community.· So 11· · · ·... but it's a logical place to have some of 12· · · ·the bigger uses like Arthrex, and like the 13· · · ·hospital and the stuff like that because it's a 14· · · ·rather large parcel. 15· · · · · · SPEAKER:· When do you anticipate 16· · · ·discussion on what type commercial businesses 17· · · ·will go in there? 18· · · · · · MR. GENSON:· If I knew that, I'd be a rich 19· · · ·man. 20· · · · · · SPEAKER:· Just keep it within 20 years 21· · · ·(inaudible). 22· · · · · · MR. GENSON:· Okay.· I'll do my best. 23· · · · · · SPEAKER:· Ballera resident.· Would there 24· · · ·be any land zoned for commercial development in 25· · · ·the new Lennar development? 9.A.2.e Packet Pg. 500 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. GENSON:· No, other than their club ·2· · · ·facility, but that won't be true commercial. ·3· · · ·That would be their clubhouse recreational ·4· · · ·facilities. ·5· · · · · · SPEAKER:· Like a restaurant, or a club or ·6· · · ·something like that?· But other than that, no ·7· · · ·commercial development -- ·8· · · · · · MR. GENSON:· Right.· Right. ·9· · · · · · SPEAKER:· -- to compete with us? 10· · · · · · MR. GENSON:· Right. 11· · · · · · SPEAKER:· This is just my concept that the 12· · · ·whole Ave development build out, it's like 13· · · ·restaurants or anything would be probably go in 14· · · ·there with a gas station and -- 15· · · · · · MR. GENSON:· Absolutely. 16· · · · · · SPEAKER:· -- stuff like that. 17· · · · · · MR. GENSON:· Yeah. 18· · · · · · SPEAKER:· So it would be access to 19· · · ·everybody? 20· · · · · · MR. GENSON:· Right. 21· · · · · · MR. ARNOLD:· Yes, sir? 22· · · · · · SPEAKER:· Will they build the golf course 23· · · ·first? 24· · · · · · MR. GENSON:· Yes, they will build the golf 25· · · ·course first. 9.A.2.e Packet Pg. 501 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · SPEAKER:· And then the clubhouse? ·2· · · · · · MR. GENSON:· The clubhouse doesn't usually ·3· · · ·come after -- I can't remember what it is, but ·4· · · ·there's a certain level of units built before ·5· · · ·they do the clubhouse. ·6· · · · · · SPEAKER:· (Inaudible). ·7· · · · · · MR. GENSON:· (Inaudible), they had a ·8· · · ·temporary golf cart -- or clubhouse. ·9· · · · · · SPEAKER:· Just as a retired developer, I 10· · · ·would encourage you to have a second entrance 11· · · ·with 1200 homes in there or whatever. 12· · · · · · MR. GENSON:· Uh-huh. 13· · · · · · SPEAKER:· I really -- I'm worried about 14· · · ·the -- our entrance and their entrance are 15· · · ·right close together and that's going to be a 16· · · ·lot of traffic in that area. 17· · · · · · MR. GENSON:· Sure. 18· · · · · · MR. ARNOLD:· The gentleman in the back? 19· · · · · · SPEAKER:· Resident.· (Inaudible) I was 20· · · ·concerned about that in terms of the traffic 21· · · ·study, because if you're developing future all 22· · · ·of that adding it to Ave Maria Boulevard with 23· · · ·cross roads over in the Anthem, I could see 24· · · ·where there's going to be a lot of conjunction, 25· · · ·and the four-way stop, the way it is right now, 9.A.2.e Packet Pg. 502 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·gets a little cumbersome.· Because I know ·2· · · ·there's a lot of people that I've experienced ·3· · · ·going back and through they don't stop at that ·4· · · ·four way too well. ·5· · · · · · (Talking simultaneously.) ·6· · · · · · SPEAKER:· (Inaudible).· Okay.· I'm looking ·7· · · ·at is this. ·8· · · · · · SPEAKER:· (Inaudible). ·9· · · · · · SPEAKER:· Just for a second. 10· · · · · · MR. GENSON:· Sure. 11· · · · · · SPEAKER:· Either eventually there will 12· · · ·have to be a light there, or a better 13· · · ·alternative is a nice, big roundabout as 14· · · ·well -- 15· · · · · · (Talking simultaneously.) 16· · · · · · SPEAKER:· It works.· It works. 17· · · · · · SPEAKER:· (Inaudible). 18· · · · · · SPEAKER:· As well as the alternative out 19· · · ·to (inaudible) road. 20· · · · · · MR. GENSON:· Yeah. 21· · · · · · SPEAKER:· That would reduce the traffic 22· · · ·flow -- 23· · · · · · MR. GENSON:· Sure. 24· · · · · · SPEAKER:· -- and accommodate everything. 25· · · · · · MR. GENSON:· Let me just caveat to that, 9.A.2.e Packet Pg. 503 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·that the roadway system that you see planned ·2· · · ·here was designed to support 11,000 residential ·3· · · ·units.· So we're no where near hitting ·4· · · ·capacity, but to your point, I could see at ·5· · · ·Anthem and Ave Maria Boulevard at some point in ·6· · · ·the future that will need to be signalized. ·7· · · ·So ... ·8· · · · · · MR. ARNOLD:· Who hasn't had a chance to ·9· · · ·speak yet?· You had your hand up back there. 10· · · · · · SPEAKER:· Okay.· I was just wondering, 11· · · ·Number 1 is speed bumps would be great. 12· · · · · · (Talking simultaneously.) 13· · · · · · SPEAKER:· Across the entranceway of 14· · · ·(inaudible) -- 15· · · · · · (Talking simultaneously.) 16· · · · · · MR. ARNOLD:· We have to take this one at a 17· · · ·time. 18· · · · · · SPEAKER:· Number 2 is, what is Lennar 19· · · ·planning on having a meeting with Del Webb 20· · · ·area, especially us in Ballera and/or 21· · · ·(inaudible) -- 22· · · · · · MR. GENSON:· I can't say for sure.· It 23· · · ·would be -- 24· · · · · · SPEAKER:· Highly recommended? 25· · · · · · MR. GENSON:· It would be the intent of Ave 9.A.2.e Packet Pg. 504 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·Maria Development to highly recommend it. ·2· · · · · · SPEAKER:· Yes. ·3· · · · · · MR. GENSON:· Ma'am? ·4· · · · · · SPEAKER:· This rose colored area, is that ·5· · · ·land that is for sale for development for ·6· · · ·developers? ·7· · · · · · MR. GENSON:· This here? ·8· · · · · · SPEAKER:· Yes. ·9· · · · · · MR. GENSON:· That's the university. 10· · · · · · SPEAKER:· Oh, it is?· Okay.· All right. 11· · · · · · SPEAKER:· I'm a resident.· The entrance 12· · · ·into Lennar is that (inaudible) is going to be 13· · · ·the same way it is at Bellera where they got to 14· · · ·cross the lane and no stop signs or anything? 15· · · ·You know (inaudible). 16· · · · · · MR. GENSON:· I don't know yet.· You know, 17· · · ·they haven't gotten to that level of planning, 18· · · ·whether or not that warrants a three-way stop 19· · · ·or something like that, or if it's just a stop 20· · · ·and the traffic still on Ave Maria Boulevard 21· · · ·stays continuous.· That's something that the 22· · · ·engineers will discuss when they hire their 23· · · ·traffic engineer to do the plans. 24· · · · · · Anybody else?· Yes, sir. 25· · · · · · SPEAKER:· How many acres does the 9.A.2.e Packet Pg. 505 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·university have? ·2· · · · · · MR. GENSON:· David?· It's on there. ·3· · · · · · MR. ARNOLD:· 956. ·4· · · · · · SPEAKER:· Well, they don't own all 956. ·5· · · ·Let me just clarify that.· There's an agreement ·6· · · ·between the university and Barron Collier ·7· · · ·(phonetic) Partnership who owns that land.· To ·8· · · ·date, I don't know what the exact number is, ·9· · · ·but I want to say it's a little over 200 acres 10· · · ·that the university currently owns, but there's 11· · · ·an agreement that as they expand and they need 12· · · ·the additional land, that Barron Collier 13· · · ·donates that land to the university. 14· · · · · · MR. ARNOLD:· Just to clarify, the master 15· · · ·plan takes a little over 900 acres as future 16· · · ·university. 17· · · · · · MR. GENSON:· Anybody else?· Going once. 18· · · ·Yes, sir? 19· · · · · · SPEAKER:· I'm a Ballera resident.· To get 20· · · ·whatever is if, 12 acres from the sod farm 21· · · ·means that somehow (inaudible) cooperating 22· · · ·agreement, what's the sod farm going to be in 23· · · ·15, 20 years? 24· · · · · · MR. GENSON:· Sod farm.· Quite honestly, I 25· · · ·don't know.· I mean, look at, we're 2600 units 9.A.2.e Packet Pg. 506 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·into 11,000 approved residential units, and ·2· · · ·we've been doing this since 2007 when we sold ·3· · · ·our first home.· So we've got a long way to go ·4· · · ·just within the Ave Maria before anything would ·5· · · ·ever happen with that sod farm. ·6· · · · · · SPEAKER:· (Inaudible) and adjusted the ·7· · · ·number of homes the last meeting I went to to ·8· · · ·8500? ·9· · · · · · MR. GENSON:· We have entitled -- zoning 10· · · ·has entitled 11,000 units.· What you can 11· · · ·actually put out here depends on what the 12· · · ·product mix is.· So if you do more 13· · · ·multi-family, we could get closer to that.· If 14· · · ·we did a lot of single family, which is what 15· · · ·this was really starting to look like, you're 16· · · ·limited to 8500.· So I don't know what that 17· · · ·actual number is because that product mix is 18· · · ·going to change and density is changing with 19· · · ·it.· So ... 20· · · · · · Anybody else?· Yes? 21· · · · · · SPEAKER:· That number includes Del Web 22· · · ·also? 23· · · · · · MR. GENSON:· It does. 24· · · · · · MR. ARNOLD:· It does. 25· · · · · · Yes, ma'am? 9.A.2.e Packet Pg. 507 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · MR. ARNOLD:· You said last question. ·2· · · · · · SPEAKER:· (Inaudible). ·3· · · · · · SPEAKER:· You know, I want to revisit the ·4· · · ·bridges and the pathways.· So you're going to ·5· · · ·be changing the bridges, the elevation. ·6· · · · · · MR. GENSON:· No, the other side. ·7· · · · · · SPEAKER:· On the other side you're going ·8· · · ·to be changing elevation. ·9· · · · · · MR. GENSON:· Uh-huh. 10· · · · · · SPEAKER:· And probably taking the berm out 11· · · ·that is there? 12· · · · · · MR. GENSON:· Well, the berm, again, is 13· · · ·what we call water management berm, and that 14· · · ·area that will be developed outside where it's 15· · · ·undeveloped all has to get raised up as well. 16· · · ·So it's not that we're taking out the berm. 17· · · ·It's we're filling it in, you know, behind it. 18· · · · · · SPEAKER:· So we won't before seeing houses 19· · · ·across our canal there at the bridges? 20· · · · · · MR. GENSON:· I can't say that everything 21· · · ·single house in Ballera is not going to see a 22· · · ·house in Lennar, or every single house is going 23· · · ·to see a lake from Lennar, or see a golf 24· · · ·course.· I mean, we're going to do our best to 25· · · ·mitigate the -- the inner face between the two 9.A.2.e Packet Pg. 508 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·departments and hopefully, you know, you guys ·2· · · ·will see that it's a compliment to it versus, ·3· · · ·you know, right now there's no plans to do ·4· · · ·anything out there and you're looking at a ·5· · · ·bunch of weeds. ·6· · · · · · (Talking simultaneously.) ·7· · · · · · MR. GENSON:· Not from a developer -- ·8· · · · · · SPEAKER:· I know.· I understand. ·9· · · · · · (Talking simultaneously.) 10· · · · · · MR. ARNOLD:· Gentleman right here? 11· · · · · · SPEAKER:· So I understand this correctly, 12· · · ·the bridges and the land on the immediate other 13· · · ·side of the bridge will still be part of 14· · · ·Ballera? 15· · · · · · MR. GENSON:· Yes. 16· · · · · · SPEAKER:· Okay. 17· · · · · · MR. GENSON:· Yes. 18· · · · · · MR. ARNOLD:· Anybody else we haven't heard 19· · · ·from? 20· · · · · · MR. GENSON:· One last question.· That's 21· · · ·it. 22· · · · · · SPEAKER:· How about wildlife?· Right now 23· · · ·we have lots of -- 24· · · · · · MR. GENSON:· Want some bears? 25· · · · · · SPEAKER:· There's wildlife in Ballera. D 9.A.2.e Packet Pg. 509 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·you have to put aside some areas for the birds ·2· · · ·and the -- ·3· · · · · · MR. GENSON:· No, this community has ·4· · · ·mitigated for any affects on wildlife when it ·5· · · ·was first entitled in 2005.· So there's no -- ·6· · · ·there's nothing that we have to address at this ·7· · · ·point.· They set aside thousands of acres ·8· · · ·for -- ·9· · · · · · MR. ARNOLD:· Yes, sir? 10· · · · · · SPEAKER:· Ballera resident.· I know it's 11· · · ·probably way too soon.· Four story was the max. 12· · · ·Will those be near Ballera or interspersed more 13· · · ·towards the clubhouse and ... 14· · · · · · MR. GENSON:· I believe you'll see more 15· · · ·interspersed toward the clubhouse on the 16· · · ·interior, but I can't say for sure. 17· · · ·Ultimately, when a plan is developed, you know, 18· · · ·that was concern of Pulte, it was what the view 19· · · ·for the Ballera residents would be.· So they 20· · · ·were really trying to come out, you know, lake, 21· · · ·golf course.· At worst singe-family adjacent or 22· · · ·within a specific buffer distance from Ballera. 23· · · ·So they understand and Pulte does have another 24· · · ·chance to review the plans as we go forward 25· · · ·just to make sure that everything is okay. 9.A.2.e Packet Pg. 510 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·And, again, I will make the recommendation that ·2· · · ·there be a meeting held for some of the ·3· · · ·residents so they can see the more detailed ·4· · · ·plan. ·5· · · · · · All right.· Two more questions then we've ·6· · · ·got to wrap it up.· Two.· Gentleman in the ·7· · · ·back. ·8· · · · · · SPEAKER:· Yeah, resident.· If some of the ·9· · · ·people here wanted to see a Lennar community 10· · · ·like they going to build, what's the· closest 11· · · ·one, David? 12· · · · · · (Talking simultaneously.) 13· · · · · · MR. GENSON:· Bonita National. 14· · · · · · SPEAKER:· Heritage bay. 15· · · · · · MR. GENSON:· No, that's not -- 16· · · · · · SPEAKER:· That's not the concept. 17· · · · · · (Talking simultaneously.) (Inaudible.) 18· · · · · · MR. ARNOLD:· All right.· Last question. 19· · · · · · SPEAKER:· Quick question.· It relates to 20· · · ·all of us.· It doesn't really relate to 21· · · ·(inaudible), but I assume you got somebody from 22· · · ·the county, right? 23· · · · · · MR. GENSON:· Yes. 24· · · · · · SPEAKER:· Okay.· You know, Oil Well Road 25· · · ·is the four lanes as we go into it, and then as 9.A.2.e Packet Pg. 511 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·we head towards Immokalee, it comes down to two ·2· · · ·lanes where the tomato fields, and then goes ·3· · · ·back to four lanes.· Do you have a timetable ·4· · · ·when you're going no make that four lanes. ·5· · · · · · MR. MARTINEZ:· For the record, Gil ·6· · · ·Martinez, principal planner.· I cannot speak to ·7· · · ·that right now.· I do not -- ·8· · · · · · SPEAKER:· Oh, all right. ·9· · · · · · MR. MARTINEZ:· -- have that information. 10· · · · · · SPEAKER:· There's been some real bad 11· · · ·accidents with Arthrex letting out.· When I go 12· · · ·through there, cars are crazy.· I've been 13· · · ·driven off that road twice. 14· · · · · · MR. MARTINEZ:· I understand. 15· · · · · · SPEAKER:· Okay.· As long as somebody's 16· · · ·aware of that.· You know. 17· · · · · · MR. MARTINEZ:· We are. 18· · · · · · SPEAKER:· Okay. 19· · · · · · SPEAKER:· Two years ago we had the 20· · · ·director of Pulte here, right in this room, and 21· · · ·think it's time to invite him back, because I 22· · · ·can see a congestion going up and down Ave 23· · · ·Maria Boulevard pouring out into Oil Well, 24· · · ·pouring into the two lane.· Two years ago he 25· · · ·said that were absolutely no plans to do 9.A.2.e Packet Pg. 512 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · ·anything with a four and two four.· And I think ·2· · · ·it's time that we start screaming a little bit. ·3· · · · · · MR. GENSON:· Feel free to invite them ·4· · · ·back. ·5· · · · · · MR. GENSON:· All right.· Well, thanks ·6· · · ·everybody for coming out. ·7· · · · · · (End of recording.) ·8 ·9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 9.A.2.e Packet Pg. 513 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) ·1· · · · · · · · · · · CERTIFICATE ·2 ·3· · · · · · I, ERINN GREEN, Registered Professional ·4· Reporter/Transcriptionist, do hereby certify that I ·5· was authorized to transcribe the foregoing recorded ·6· proceeding, and that the transcript is a true and ·7· accurate transcription of my shorthand notes, to the ·8· best of my ability, taken while listening to the ·9· provided recording. 10 11· · · · · · I further certify that I am not of counsel 12· or attorney for either or any of the parties to said 13· proceedings, nor in any way interested in the events 14· of this cause, and that I am not related to any of the 15· parties thereto. 16 17· · · · · · Dated this 2nd· day of May, 2019. 18 19 20· · · · · · · · · ____________________________ 21· · · · · · · · · ERINN L. GREEN, RPR 22 23 24 25 9.A.2.e Packet Pg. 514 Attachment: 5- Binder-PL20180003069 Ave Maria SRA CCPC Packet (8770 : Ave Maria Stewardship Receiving Area Amendment) 05/16/2019 COLLIER COUNTY Collier County Planning Commission Item Number: 9.A.3 Item Summary: LDC Amendments: An Ordinance of the Board of County Commissioners of Collier County, Florida, Amending Ordinance Number 04-41, as amended, the Collier County Land Development Code, which includes the comprehensive land regulations for the unincorporated area of Collier County, Florida, to add a review process for airspace obstructions; to add airport land use restrictions; to add outdoor lighting limitations on single family dwellings, two family dwellings and duplex dwellings; to allow additional pricing signage for facilities with fuel pumps and allow electronic message boards for price signage; to add standards and requirements for permanent emergency generators for single family and two family dwellings; by providing for: Section One, Recitals; Section Two, Findings of Fact; Section Three, Adoption of Amendments to the Land Development Code, more specifically amending the following: Chapter Two – Zoning Districts and Uses, including Section 2.03.07 Overlay Zoning Districts, Chapter Four – Site Design and Development Standards, including Section 4.02.01 Dimensional Standards for Principal Uses in Base Zoning Districts, Section 4.02.06 Standards for Development in Airport Zones, Section 4.02.08 Outside Lighting Requirements, Chapter Five – Supplemental Standards, adding Section 5.03.07 Permanent Emergency Generators, and including Section 5.05.05 Facilities with Fuel Pumps, Section 5.06.00 Sign Regulations and Standards by Land Use Classification, Section 5.06.06 Prohibited Signs, and Appendix D Airport Zoning; Section Four, Conflict and Severability; Section Five, Inclusion in the Collier County Land Development Code; and Section Six, Effective Date. [Coordinator: Jeremy Frantz, AICP, LDC Manager] Meeting Date: 05/16/2019 Prepared by: Title: Planner, Senior – Zoning Name: Jeremy Frantz 04/30/2019 4:54 PM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 04/30/2019 4:54 PM Approved By: Review: Zoning Ray Bellows Review Item Completed 04/30/2019 4:57 PM Growth Management Operations & Regulatory Management Judy Puig Review item Completed 05/01/2019 3:15 PM Zoning Michael Bosi Review item Completed 05/02/2019 9:26 AM Zoning Camden Smith Review Item Completed 05/02/2019 11:44 AM Growth Management Operations & Regulatory Management Judy Puig Review Item Skipped 05/02/2019 1:12 PM Growth Management Department James C French Review Item Completed 05/02/2019 3:58 PM Zoning Michael Bosi Review Item Completed 05/03/2019 1:22 PM 9.A.3 Packet Pg. 515 05/16/2019 Planning Commission Mark Strain Meeting Pending 05/16/2019 9:00 AM 9.A.3 Packet Pg. 516 Memorandum To: Collier County Planning Commission (CCPC) From: Jeremy Frantz, LDC Manager Date: May 3, 2019 Re: May 16, 2019 CCPC meeting packet Item 9.A.3 - LDC amendments This Ordinance includes the following four proposed LDC amendments. 1. LDC Sections 4.02.01 & 5.03.07 - Permanent Emergency Generators o The following modifications have been made to address the CCPC’s concerns expressed on March 7, 2019: ▪ Added improvement of aesthetics to the purpose and intent. ▪ When principal sideyard setbacks are 20 feet or less, require the generator’s placement to be no closer than 5 feet to the lot line. ▪ Increase the distance between a generator and public road right-of-way line to 10 feet. ▪ Recommend a separation in distance between other mechanical equipment (pool pumps, water and water softener systems, AC compressors) including landscape plantings and a generator. ▪ When a generator’s placement is within an easement, submittal of written approval from all easement holders is required. o A summary chart of the different recommendations under consideration has been included and changes to the narrative and text are highlighted in yellow. 2. LDC Sections 5.05.05, 5.06.00 & 5.06.06 – Gas Station Signs o The following modifications have been made to this amendment: ▪ Clearly identify when gas stations on corner lots may be allowed a second sign. ▪ Clarify that the maximum height shall be measured from the average elevation of the vehicle use area. ▪ Prohibit “Electronic Message Boards” on Directory Signs o Additional changes to reduce the height of the allowable sign height to 12 feet and according to direction provided at the March 7, 2019, CCPC meeting. 3. LDC Sections 2.03.07, 4.02.06 & Appendix D – Airport Zoning o This amendment will be continued to a future meeting and is not included in your packet. 9.A.3.a Packet Pg. 517 Attachment: LDC Amendments Memo to CCPC 5-16-2019 (8763 : LDC Amendments) 4. LDC Section 4.02.08 – Outside Lighting Requirements o This amendment will be continued to a future meeting and is not included in your packet. Please contact us if you have any questions. Sincerely, Jeremy Frantz, AICP JeremyFrantz@colliergov.net (239) 252-2305 9.A.3.a Packet Pg. 518 Attachment: LDC Amendments Memo to CCPC 5-16-2019 (8763 : LDC Amendments) 1 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx LAND DEVELOPMENT CODE AMENDMENT PETITION PL20180003486 SUMMARY OF AMENDMENT This amendment introduces a new section to address the placement and location of residential permanent emergency generators for single-family and two-family dwelling units. The amendment establishes locational criteria to property lines, another generator, ancillary fuel tanks, window openings to a dwelling, and when necessary the installation of carbon monoxide detectors. LDC SECTIONS TO BE AMENDED 4.02.01 Dimensional Standards for Principal Uses in Base Zoning Districts 5.03.07 Permanent Emergency Generators (New Section) ORIGIN Board of County Commissioners HEARING DATES BCC - TBD CCPC - 02/07/19, 03/07/19, 05/16/19 DSAC 02/06/19 DSAC-LDR 12/18/18 ADVISORY BOARD RECOMMENDATIONS DSAC-LDR Approved with recommendations DSAC Approved CCPC TBD BACKGROUND After Hurricane Irma, all of the County’s 270,000 customers served by Florida Power and Light had power outages. There has been a significant increase of County residents installing various residential permanent emergency generators as a means of resiliency against power outage events. Many building permit applications have been rejected due to setback requirements, lacking a detailed location plan, or insufficient information. The majority of permits issued have been for 20 and 22 kilowatt generators which represent 77.2% of the total permits and 89.5% are 30 kilowatts or less. (See Exhibit “A”). Also, an update to the total permits issued from January 1, 2017 to March 13, 2019 by the required setback location, indicates 25.31% (223) were issued within 5 feet or less sideyard setbacks and the majority were at 46.54% (410) within sideyard setbacks greater than 5 feet and up to 7.5 feet. On June 26, 2018, the Board directed staff to proceed with an amendment to increase flexibility for the placement of emergency generators on residential parcels or lots. Staff reviewed common manufacturers’ recommended minimum surrounding clearances from walls, fences and landscaping (See Exhibit “B”), standards in other communities (See Exhibit “C”), and other guidelines. Staff also worked with industry professionals to better understand common constraints and potential safety issues. The amendment provides additional flexibility for generator placement by establishing minimum setbacks from property lines that vary depending on the required yard sizes. These setbacks are based on the majority of generators being placed within three to four feet from the exterior house’s wall. Four out of five common manufacturer’s installation guidelines would be able to meet placement within four feet of the house wall (See Exhibit “B”- Tan highlight). The amendment also addresses potential health, safety and welfare associated with adding permanent generators in close proximity to homes by requiring minimum distances between generators and mechancial air intake equipment, compliance with manufacturer’s specifications, concurrent review of applicable building permits and 9.A.3.b Packet Pg. 519 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) 2 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx providing design standards consistent with the Florida’s building, mechanical, electrical, plumbing, fuel and gas codes. A scaled illustration of the proposed 10 feet separation standard between generators is shown in Exhibit “D” along with photos of installed generators taken from West Coast Generators’s website. Additionally, the exhibit identifies two generator permits that have been rejected, one in a side yard setback of 6.0 feet and the other 7.5 feet. To meet manufacturer’s locational specifications and current LDC code requirement, these gen erators exceeded the current standard by 11 inches and 8 inches. The DSAC-LDR subcommittee accepted staff’s textual changes and made the following recommendations:  Revise the words or term “permanent emergency generators” to “optional standby generators” to relate to the Florida Building and National Electrical Code’s use of the term. Report back at the full DSAC meeting, if the County Attorney’s Office or Building Manager has a reason not to change the term.  Require screening when the generator’s placement is in the front yard, on a waterfront or preserve lot.  Increase the setback to road right-of-ways from two feet to five feet.  Require a five feet setback from waterfront or preserve lots.  Modify the Table to alleviate possible confusion with a required setback for a side yard. The proposed text incorporates DSAC-LDR subcommittee’s recommendations. After consulting with the County Attorney’s Office, the title “ permanent emergency generators” does not require a change to address the Florida Building or National Electrical Code definitions and use of the term “optional standby generators”. On February 6, 2019, the DSAC unanimously approved the proposed textual changes as recommended by DSAC- LDR subcommittee. On February 7, 2019, the CCPC did not vote on the amendment. Following a general discussion, they decided to re-examine the amendment at a later date and requested a Fire Official attend the next meeting to determine if there are access, fire safety or firefighting concerns when multiple mechanic al equipment (AC and generators) are located between two adjoining residential lots with a minimum five feet sideyard setback. They also recommended adding to the purpose intent section the words “to reduce noise” and requested a 2007 noise study, that had been reviewed by a prior planning commission, be provided. This study had assisted the planning commission in establishing the current acceptable sound level at 75 db (A). On March 7, 2019 the CCPC expressed concerns on nuisance imparted by noise and on safety by the potential “valley effect” of carbon monoxide fumes, and multiple obstructions which could hinder the mobility of emergency services access between buildings, from the front to rear yard of smaller sideyard setback lots . After receiving comments from the public, the CCPC suggested additional textual changes and continued the public hearing to allow staff time to study offsetting spatial requirements that could lessen the obstruction of multiple mechanical equipment and landscape plantings when all are located within the same sideyard setback, especially for lots with 7.5 feet or less sideyard setbacks. The CCPC’s textual changes and recommendations given are to:  Add to the Purpose and Intent Section: “To improve the aesthetics of mechanical equipment”.  Revise Table 1 to establish a standard of five feet for the minimum “distance to lot line” when sideyard setbacks are less than 20 feet. This would be comparable with the County’s minimum 10 feet separation distance between structures and serve to maintain 10 feet of distance between an abutting neighbor’s dwelling unit, window, or other generator. 9.A.3.b Packet Pg. 520 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) 3 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx  Increase the distance to a public road right-of-way line from 5 to 10 feet to be consistent with the residential minimun development standard of 10 feet for signage, stated in LDC section 5.06.02.B.1.b.  Evaluate distance separation requirements between other obstructions such as pool equipment, AC compressor, water systems and water softener systems, and landscaping.  Require all easements to be shown on a site plan and to be submitted with each permit application and if the generator is located within the easement, a written consent from all easement holders. Currently, the LDC does not require any distance separations between generators and other mechanical equipment and staff was unable to find other Florida communities that have established distance separations. Staff did evaluate the dimensions and spatial distances of a typical “Trane Model 44TTR0”AC compressor, placed at 12 inches from an exterior wall and found there is a similar required sideyard encroachment from 3.2 feet and up to 4 feet or more (excluding the pad foundation) when the living area of homes are at 1,100 sq. ft. to 3,100 sq. ft. See Exhibit “B”. For 5’ or less sideyard setbacks, a 3 feet standard separation clearance requirement would be consistent with the majority of generator manufacturer’s recommendations for surrounding clearance, a 2 to 3 feet clearance mentioned by Fire Officials at the previous CCPC meeting, and limiting landscape planting to the front of or behind each building to avoid being an obstruction for emergency service access. Therefore, the same 3 feet separation offset standard could be applied to all multiple mechanical equipment from a generator. Illustrations has been added to Exhibit B to demonstrate how the separation prerequisites would be achieved for a required sideyard setback greater than 5 feet and up to 7.5 feet. Regarding health and safety, the CCPC needed early warning and protection assurances that carbon monoxide (CO) detectors are installed within and outside of residential sleeping rooms. Upon further research, the 2017- Florida Building Code (FBC) Residential, Sixth Edition, Section R315.1: Carbon Monoxide Protection require operational CO alarm(s) to be installed in accordance with new building permit construction. It states the following: “Every separate building or an addition to an existing building for which a permit for new construction is issued and having a fossil-fuel-burning heater or appliance, a fireplace, an attached garage, or other feature, fixture, or element that emits carbon monoxide as byproduct of combustion shall have an operational carbon monoxide alarm installed within 10 feet of each room used for sleeping purposes” with the exception: “…to existing buildings that are undergoing alterations or repairs unless the alternation is an addition as defined in Section R315.3”. Section R315.3 describes “addition” to mean “an extension or increase in floor area, number of stories or height of a building or structure”. The proposed LDC text broadens this provision for additional early protection warning by requiring the installation of CO detectors to be installed in an existing home when there isn’t an extension or increase in floor area, number of stories or height of the building or structure and the location of an applicant’s generator is 10 feet or less in distance to the existing home. Based upon the aforementioned considerations, the chart below demostrates how the different recommendations by DSAC-LDR subcommittee, DSAC and the CCPC (yellow highlight) compare to the 9.A.3.b Packet Pg. 521 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) 4 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx current existing standard allowance for 3 feet (36 inches) of encroachment within sideyard setbacks and no encroachment within a 10 feet rearyard setback. The LDC text below demonstrate the measurements at minimum distances and incorporate the CCPC’s suggested considerations and changes discussed during the March 7, 2019. FISCAL & OPERATIONAL IMPACTS There are no fiscal or operational impacts with this amendment to the County. When applicable, the homeowner’s added costs are: to screen a generator, install carbon monoxide detectors, extend an exhaust outlet, acquire a spot survey and written consent from easement holders. GMP CONSISTENCY Based upon staff’s analysis, the amendment is consistent with the GMP. (See Exhibit “E”) EXHIBITS: A) Permanent Generator Permits Issued or Rejected; B) Manufacturer’s Surrounding Clearances; C) Other Florida Communities Research; D) Illustrations; E) GMP Consistency Review; F) Manufacturer’s Generator Sound Level Readings. EXISTING STANDARD (3 feet encroachment) SUMMARY OF RECOMMENDATIONS (feet) INITIAL DRAFT SUBMITTAL DSAC CCPC Setback Distance to Lot Line Side Yard 5 or Less 2 1 1 5 Greater Than 5 and Up To 7.5 2 to 4.5 2 2 Greater Than 7.5 and Up To 20 4.5 to 17 4 4 Greater Than 20 17 or Greater 10 10 10 Rear Yard 7.5 or Less 10 5 5 5 Greater Than 7.5 10 non-waterfront lot 10 waterfront lot 10 waterfront lot 5 waterfront or preserve lot 5 non- waterfront or preserve lot 5 non-waterfront or preserve lot Separation Distance to Public and Private Road Right-Of-Way None 2 5 10 Between Mechanical Air Intake Equipment or Other Generator 10 Distance from Windows, Soffit Vent, Eaves To the Dwelling, Shrubs and Trees 5 Distance from Gas/Electrical Meters, Pool and Heat Pumps, Water and Water Softener Systems, AC Compressors and Landscape Plantings. 3 9.A.3.b Packet Pg. 522 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted CCPC-3-7-19 changes highlighted in yellow 5 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Amend the LDC as follows: 4.02.01 - Dimensional Standards for Principal Uses in Base Zoning Districts 1 2 * * * * * * * * * * * * * 3 4 D. Exemptions and exclusions from design standards. 5 6 * * * * * * * * * * * * * 7 8 13. Permanent emergency generators may be placed within the rear yard with a 10-9 foot rear yard setback. Permanent emergency generators may encroach into side 10 yards up to 36 inches. Generators are not permitted to encroach into required front 11 yards. For single-family and two-family dwelling units, see LDC section 5.03.07 for 12 exceptions and requirements. Above-ground fuel tanks for the generators are 13 subject to the same setbacks; however, underground tanks are not subject to 14 setback requirements. In order to reduce noise during required routine exercising 15 of the generators, this exercising is restricted to operating the generator for no 16 more than 30 minutes, weekly once every seven days, during the hours of 9:00 17 a.m. to 5:00 p.m. and shall not exceed sound level limits for Manufacturing and 18 Industrial uses as set forth in Ordinance 90-17, the Noise Ordinance, as amended. 19 All permanent emergency generators must be equipped with sound attenuating 20 housing to reduce noise. 21 22 # # # # # # # # # # # # # 23 24 5.03.07 - Permanent Emergency Generators 25 26 A. Purpose and Intent. It is the purpose of this section to reduce noise, improve the 27 aesthetics of mechanical equipment, and protect the public health and safety of 28 homeowners from the risks associated with combustion engines and the entry of carbon 29 monoxide gas to a dwelling unit. It is the intent to improve the resiliency of homeowners 30 who seek shelter at home during periods of electrical power outages. 31 32 B. Applicability. Permanent emergency generators for single-family and two-family dwellings 33 shall be permitted as an accessory use and located in accordance with LDC section 34 5.03.07 Table 1. 35 36 C. Standards and Requirements. 37 38 1. Permanent emergency generators shall adhere to all generator manufacturer’s 39 locational specifications and applicable federal, state, and local code 40 requirements. The manufacturer’s locational specifications shall be concurrently 41 reviewed with the applicable electrical, structural, mechanical, gas piping, and 42 storage tank permits. 43 44 2. Submittals. At a minimum, the applicant’s site plan shall indicate the location and 45 dimension of the proposed generator, generator exhaust direction and permanent 46 fuel tank(s) in proximity to the dwelling unit and lot line, and all easements 47 burdening the property, including but not limited to drainage easements, lake 48 maintenance easements, and/or access easements. The site plan shall be 49 9.A.3.b Packet Pg. 523 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted CCPC-3-7-19 changes highlighted in yellow 6 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx provided with the building permit application. The written approval of an easement 1 holder for placement in an easement is required and must be included with the 2 submittal. 3 4 3. Location and Distances. Permanent emergency generators may be located in the 5 required front, side and rear yard setback in accordance with the following in Table 6 1. All distance setback and separation requirements shall be measured from the 7 most restrictive of the generator’s enclosure or exhaust outlet and adhere to the 8 following: 9 10 a. When located underneath the dwelling unit, the exhaust outlet shall be 11 vented outside of the dwelling unit above the roof line. 12 13 b. Generators may be allowed in the front yard, at a distance no greater than 14 six feet from the dwelling unit in zoning districts with 35 feet front yard 15 setback or greater and shall require a vegetative screen. For corner lots, 16 the generator may be allowed in the front yard which has the longest street 17 frontage utilizing the side yard generator setback standards in Table1. 18 19 c. Generators located in the rear yard with a waterfront or preserve lot shall 20 require a vegetative screen. 21 22 d. Generators elevated 30 inches or more above the general ground level of 23 the graded lot, including the supporting structure, shall be set back the 24 same as the principal structure for the zoning district. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 9.A.3.b Packet Pg. 524 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted CCPC-3-7-19 changes highlighted in yellow 7 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx 1 TABLE 1 Generator Setback and Separation Standards (feet) 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 4. Carbon Monoxide Detector. If any exterior wall openings are within 10 feet of the 27 generator’s exhaust outlet, at least one carbon monoxide detector shall be installed 28 inside the structure near the exterior wall openings and on each floor level. 29 30 5. Generator Noise and Testing. Generator noise and routine testing shall be in 31 compliance with LDC section 4.02.1 D.13. 32 33 D. Additional Requirements for Diesel and Gasoline Engines. Notwithstanding the foregoing, 34 diesel or gasoline powered generators shall be set back a minimum of 15 feet from any 35 lot line. 36 # # # # # # # # # # # # # 37 Setback Distance to Lot Line Side Yard Less than 20 5 20 or Greater 10 Rear Yard 7.5 or Less 5 Greater Than 7.5 10 waterfront lot 5 non-waterfront or preserve lot Separation Distance to Public and Private Road Right-Of-Way 10 Between Mechanical Air Intake Equipment or Other Generator 10 Distance from Windows, Soffit Vent, Eaves To the Dwelling, Shrubs and Trees 5 Distance from Gas and Electrical Meters, Pool Pumps, Water and Water Softener Systems, AC Compressors and Landscape Plantings 3 9.A.3.b Packet Pg. 525 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit A – Permanent Generator Permits Issued or Rejected 8 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Generator KW Size 2017 Yr. Ending 2018 thru July 5 Total Permits 2017 Total thru KW 30 2018 Total thru KW 30 Total Combined % of all permits 7.5 1 0 1 8 1 0 1 11 1 0 1 12 1 3 4 14 0 1 1 15 1 0 1 16 3 5 8 19.5 1 0 1 20 62 119 181 34.6 22 88 135 223 42.6 23 0 0 0 24 4 5 9 25 1 4 5 27 7 5 12 30 8 12 20 179 289 468 89.5 32 3 5 8 36 1 2 3 38 5 9 14 40 0 4 4 45 2 0 2 48 9 8 17 60 2 3 5 80 1 0 1 100 0 1 1 Totals 202 321 523 Missing size information, rejected or lacking other information 78 Permit Status- Issued or Expired by Setback Location 1-01-2017 Through 3-13-19 Sideyard Setback 0-5’ Greater Than 5’ up to 7.5’ Greater Than 7.5’ up to 20’ Greater Than 20’ Rear/Front Yard or Other Totals Total 223 410 143 92 13 881 Percent 25.31 46.54 16.23 10.44 1.48 100 9.A.3.b Packet Pg. 526 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit B – Manufacturers’ Surrounding Clearances 9 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Manufacturer- Generator 14 to 30 KW Briggs/Stratton 17 /20 -25 Air-Liquid Cooled Champion 14 Air Cooled Kohler Res14/20 Air Cooled Kohler RCL24 Liquid Cooled Generac 16/20/22 Air Cooled Generac 22/25/30 Liquid Cooled Generac 22/27 Spark Ignited Cummins RS22 Air Cooled Dimensi on Width 34”-30” 30.1” 26.2” 32.9 “ 25.5” 30.6” 29” 34” Clearan ces Exhaust Outlet 5’ 5’ 4’ 8’ 5’ Overhead 5’ 5’ 5’ Shrubs 5’ 4’ SWRI- Rated 18” 18” 18” 1 Hour- Fire Rated 17.7” 3’ Non-Rated 5’ Total Clearance and Width To Wall (Inches) Encroach ment SWRI- Rated 52-48 44.2 50.9 43.5 48.6 47 52 Fire Rated 52-48 47.8 62.2 68.9 61.5 66.6 65 70 Non-Rated 94-90 90.1 86.2 92.9 85.5 90.6 89 94 TRANE Manufacturer – AC Compressor Unit Dimension by Living Area -Model 4TTR40 Area Under Air (sq.ft.) Depth At 12” from Wall* At 24” from Wall Width Height 1,100 26 38 50 29 29 1,500 30 42 54 33 1,900 33 2,300 34 46 58 37 29 2,700 3,100 37 *Note: Distance from wall is per manufacturer’s specification at 12 inches and others can require a greater distance of up to 24 inches or more for working space. 9.A.3.b Packet Pg. 527 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit B – Manufacturers’ Surrounding Clearances 10 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Exhibit Based on Generac’s Site Selection Installation Guidelines 9.A.3.b Packet Pg. 528 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit C – Other Florida Communities Research 11 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Community Setbacks Zoning Districts Side Rear Distance to Property Line (PL) County Brevard1 All Residential 4’ into required side and rear yard. Not Addressed (N/A) Miami-Dade2 Residential Urban 3’ 5’ Residential Estates 5’ 5’ Orange3 All Residential 10’ 5’ or rear ½ of lot or parcel Palm Beach4 Single-Family 3’ 5’ Zero lot line 5’ Sarasota All districts except Siesta Key Overlay District (SKOD) Exempt from setback requirements when located at above ground level or elevated due to FEMA elevation requirements. No closer than 3’ SKOD Same as side yard setback. City Boca Raton All Residential Districts Anywhere within side or rear yard. N/A Boynton Beach5 3’ plus 1 foot for every 1 foot above height of 6 feet but not greater than the minimum principal structure setback. Key Biscayne6 Single-Family and Two-Family 5’ Lighthouse Point7 All Residential Districts 5’ Not allowed. 5’ Naples Same as principal structure (SPS). N/A North Miami8 5’ 5’ or 15’ from rear street PL. Ocean Ridge SPS 5’ Marco Island 4’ into required side or rear yard. N/A Miami Springs Anywhere within side or rear yard. Town of Palm Beach 5’ 5’ 5’ Palmetto Bay9 5’ 5’ N/A Plantation10 2.5’ from side or rear property line and 7.5’ from sidewalk, bikeway, or street right-of-way lines. Redington Beach Anywhere within side or rear yard. N/A Sanibel Anywhere within side or rear yard. 10’ South Miami 12.5’ 12.5’ 12.5’ Footnotes and Additional Criteria: 1- Encroachment is not subject to separation distances between structures. 2- 10’ setback from street property line. 3- 15’ setback from side street. 4- Encroachment is limited to 10% of setback requirement and generators less than 4’ in height. 5- Not allowed in front yard or corner side yard unless approved by administrative adjustment and no other on -site location is feasible or there is a finding the location and use or design of the abutting property would not have negative impact. 6- None in a yard facing any street. Propane gas tanks – 5 feet to side property line, limited to 500 gallons above ground and 1,000 gallons underground. 7- If not 5 feet from property line, then generator must be placed lengthwise and 1 foot from building. 8- 15’ from rear street property line. 9- 10’ from rear street. 10- Generators above 5.5’ height must comply with same setback as principal structure. 9.A.3.b Packet Pg. 529 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit D – Illustrations 12 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Exhibit D-Illustrations 9.A.3.b Packet Pg. 530 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit D – Illustrations 13 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx 9.A.3.b Packet Pg. 531 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit D – Illustrations 14 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx 9.A.3.b Packet Pg. 532 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit E- GMP Consistency Review 15 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx 9.A.3.b Packet Pg. 533 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) Exhibit F- Manufacturer’s Generator Sound Level Readings 16 L:\LDC Amendments\Current Work\Rich\Generators Setback\Drafts\Residential Permanent Emergency Generators CCPC Revisions 5-3-19.docx Note: Collier County Generator Noise Related Code Enforcement Cases For the period between January 10, 2017 and February 21, 2019, the Growth Management Department-Code Enforcement Operations Division recorded 274 noise related complaints which only four cases were related to generator noise that had resulted from the use of a temporary or portable generator and none from permanent emergency generators. Typical Generator Size- 20 to 22KW (yellow highlighted) KW Size Manufacturer Width Inches Length Inches Height Inches Average Output Sound dB(A) measured at 23’ - Manual Testing Specification Sheet AC-Air Cooled LC-Liquid Cooled SI-Spark Ignited Weekly Full or Normal Load 17 Briggs-Stratton 34 48.1 29.6 69.1 AC 20 29.6 48.1 30.6 64 AC 25 32.3 71 37 69 70 LC 14 RESAL Kohler 26.2 47.8 28.9 63 67 AC 20 RESC 64 69 AC 24/30/38 RCL 32.9 74 46 54 61 LC 48/60 89.8 45.2 60 61 LC RS 20A/AC and RS14 AF Cummins 40.8 52.7 35 62 AC RS22 34 72 45.5 64 LC- 50/50 mixture. RS25 RS 36 34 94 45.5 63 14 Champion 30 49 28 63.5 SI 16/20 Generac 25.5 48.5 28.8 55 67 AC 22 57 67 22/27 30.6 62.2 38.6 59 72 LC 25/30 59 73 36/45 35 76.8 46.1 61 72 32/38 58 64 48 63 68 60 65 72 9.A.3.b Packet Pg. 534 Attachment: Residential Permanent Emergency Generators CCPC Revisions 5-3-19 (8763 : LDC Amendments) 1 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx LAND DEVELOPMENT CODE AMENDMENT PETITION PL20180003669 SUMMARY OF AMENDMENT This amendment modifies standards for ground signs for facilities with fuel pumps. LDC SECTION TO BE AMENDED 5.05.05 Facilities with Fuel Pumps 5.06.00 Sign Regulations and Standards by Land Use Classification 5.06.06 Prohibited Signs ORIGIN Growth Management Department (GMD) HEARING DATES BCC TBD CCPC 05/16/2019 03/07/2019 02/07/2019 DSAC 02/06/2019 DSAC-LDR 12/18/2018 ADVISORY BOARD RECOMMENDATIONS DSAC-LDR Approval DSAC Approval CCPC TBD BACKGROUND On December 11, 2018, the Board of County Commissioners (Board) directed staff to draft an ordinance to address signage visibility for facilities with fuel pumps (See Exhibit A). Section 553.79(20)(a)2 of the Florida Statutes, was recently amended to prohibit any requirement on gasoline pricing signs that, “prevents the sign from being clearly visible and legible to drivers of approaching motor vehicles from…any lane of traffic...” (See Exhibit B). In coordination with local developers of facilities with fuel pumps, Staff has developed alternative standards for signs at facilities with fuel pumps which are consistent with Section 553.79(20)(a)2 of the Florida Statutes. The attached LDC amendment proposes the following changes to current standards for fuel pricing signs only: • One ground or pole sign is permitted for each site with a maximum of two signs for corner lots, instead of only one ground sign per site. • A maximum sign height of 12 feet instead of 8 feet. • Each such sign may include an “Electronic Message Board” (EMB) only for advertising fuel prices. These EMB’s are subject to limitations on the movement of images, brightness, resolution, and other design standards and which are allowed on arterial and collector roadways. FISCAL & OPERATIONAL IMPACTS There are no anticipated fiscal or operational impacts associated with this amendment. GMP CONSISTENCY The proposed LDC amendment may be deemed consistent with the GMP. -DW EXHIBITS: A) Executive Summary Providing Board Direction B) F.S. 553.79(20) 9.A.3.c Packet Pg. 535 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted 2 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx Amend the LDC as follows: 5.05.05 - Facilities with Fuel Pumps 1 2 * * * * * * * * * * * * * 3 4 C. Building architecture, site design, lighting, and signage requirements. 5 6 * * * * * * * * * * * * * 7 8 4. Signage for facilities with fuel pumps. The following are the only signs allowed in 9 facilities with fuel pumps and convenience stores with fuel pumps. 10 11 a. Window, Wall, and other signs: As allowed in LDC section 5.06.00. 12 13 b. An illuminated corporate logo with a maximum area of 12 square feet shall 14 be allowed on a canopy face which is adjacent to a dedicated street or 15 highway. Otherwise accent lighting and back lighting are prohibited on 16 canopy structures. Color accent banding on canopies may be approved as 17 established in LDC section 5.05.05 C.1.b.iv.(b), above. 18 19 c. One ground sign shall be permitted for each site and shall be placed within 20 a 200 square foot landscaped area. Height is limited so that the top edge 21 of the sign face is less than eight feet above grade. Maximum permitted 22 area is 60 square feet. Said sign shall be consistent with the color scheme 23 and architectural design of the principal structure. 24 25 c. One ground or pole sign that advertises the retail price of fuel in accordance 26 with Section 553.79(20)(a)2., F.S. shall be permitted for each site. 27 However, a maximum of two ground signs, two pole signs or one ground 28 and one pole sign shall be permitted for corner lots. The maximum sign 29 copy area is 60 square feet. The sign must maintain a minimum setback 30 of 10 feet from any property line or road right -of-way. A minimum of a 31 200 square foot landscaped area shall be provided around the base of 32 the sign. The sign structure shall be consistent with the color scheme and 33 architectural design of the principal structure. The maximum height 34 established below shall be measured from the average elevation of the 35 vehicle use area to the uppermost portion of the sign structure. 36 37 i. One fuel pricing ground or pole sign will be permitted on a frontage 38 of a parcel that abuts an arterial or collector road right -of-way. The 39 maximum height is limited to twelve feet. An electronic message 40 board (EMB) may be part of the sign area, subject to the standards 41 in 5.05.05 C.4.c.iii. 42 43 ii. One fuel pricing ground sign will be permitted on a frontage of a 44 parcel that abuts a road right-of-way other than an arterial or 45 collector road right-of-way. The maximum height is limited to eight 46 feet. An electronic message board is prohibited as part of the sign. 47 48 9.A.3.c Packet Pg. 536 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted 3 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx iii. If an electronic message board (EMB) is used as allowed in 1 5.05.05 C.4.c.i., each of the following apply: 2 3 a) The EMB is limited to fuel prices only. 4 5 b) Changes to the EMB shall occur instantaneously. The EMB 6 shall remain static without scroll, fade, flash, zoom, 7 sparkle, color change, or any illusion of movement. 8 9 c) Such signs shall be constructed with a photocell to 10 compensate for all conditions, day or nighttime hours, and 11 shall adjust the display's brightness to a level that is not in 12 excess of 0.3 foot -candles above ambient light levels, as 13 measured from the most restrictive of the nearest abutting 14 property line or a distance equal to the square root of [the 15 EMB sign copy area multiplied by 100]. 16 17 d) Exposed lamps, bulbs, or LEDs that are not covered by a 18 lens, filter, or sunscreen are prohibited. 19 20 e) EMBs are prohibited on directory signs. 21 22 d. Signage is prohibited above fuel pumps. 23 24 * * * * * * * * * * * * * 25 26 5.06.00 - SIGN REGULATIONS AND STANDARDS BY LAND USE CLASSIFICATION 27 28 A. Definitions. The definitions of the following terms shall apply to the requirements of the 29 Land Development Code, in particular this section 5.06.00, to be known as the "Collier 30 County Sign Code." 31 32 Activated sign: Any sign which contains or uses for illumination any light, lighting 33 device, or lights which change color, flash, or alternate; or change appearance of said sign 34 or any part thereof automatically; any sign which contains moving parts as pa rt of its 35 normal operation, such as rotating signs, shall be considered an activated sign. 36 37 Animated/Activated sign: A sign depicting or involving action, motion, through 38 electrical or mechanical means. 39 40 * * * * * * * * * * * * * 41 5.06.06 - Prohibited Signs 42 43 A. Prohibited. Any sign not specifically permitted by this sign code shall be prohibited. 44 45 * * * * * * * * * * * * * 46 47 6. Animated signs /activated or Activated signs. Except see Section 5.05.05 C.4 for 48 fuel pricing signs when located along an arterial or collector road right-of-way. 49 50 9.A.3.c Packet Pg. 537 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted 4 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx 7. Clear or uncovered neon and exposed LED signs. Except see Section 5.05.05 C.4 1 for fuel pricing signs when located along an arterial or collector road right-of-way. 2 3 # # # # # # # # # # # # #4 9.A.3.c Packet Pg. 538 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) Exhibit A – Executive Summary Providing Board Direction 5 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx 9.A.3.c Packet Pg. 539 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) Exhibit A – Executive Summary Providing Board Direction 6 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx 9.A.3.c Packet Pg. 540 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) Exhibit B – F.S. 553.79(20) 7 L:\LDC Amendments\Current Work\Gas Station Signs (PL20180003669)\Gas Station Signs LDC Amendment 4-10-19.docx 553.79 Permits; applications; issuance; inspections. * * * * * * * * * * * * * (20)(a) A political subdivision of this state may not adopt or enforce any ordinance or impose any building permit or other development order requirement that: 1. Contains any building, construction, or aesthetic requirement or condition that conflicts with or impairs corporate trademarks, service marks, trade dress, logos, color patterns, design scheme insignia, image standards, or other features of corporate branding identity on real property or improvements thereon used in activities conducted under chapter 526 or in carrying out business activities defined as a franchise by Federal Trade Commission regulations in 16 C.F.R. ss. 436.1, et. seq.; or 2. Imposes any requirement on the design, construction, or location of signage advertising the retail price of gasoline in accordance with the requirements of ss. 526.111 and 526.121 which prevents the signage from being clearly visible and legible to drivers of approaching motor vehicles from a vantage point on any lane of traffic in either direction on a roadway abutting the gas station premises and meets height, width, and spacing standards for Series C, D, or E signs, as applicable, published in the latest edition of Standard Alphabets for Highway Signs published by the United States Department of Commerce, Bureau of Public Roads, Office of Highway Safety. (b) This subsection does not affect any requirement for design and construction in the Florida Building Code. (c) All such ordinances and requirements are hereby preempted and superseded by general law. This subsection shall apply retroactively. (d) This subsection does not apply to property located in a designated historic district. Link: http://www.leg.state.fl.us/STATUTES/index.cfm?App_mode=Display_Statute&Search_String= &URL=0500-0599/0553/Sections/0553.79.html 9.A.3.c Packet Pg. 541 Attachment: Gas Station Signs LDC Amendment 4-10-19 (8763 : LDC Amendments) Bohler Engineering FL, LLC 3820 Northdale Blvd., Suite 300B Tampa, FL 33624 PHONE 813.812.4100 CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM May 6, 2019 Collier County 3301 Tamiami Trail E Naples, FL 34112 RE: Wawa Freestanding Sign Requirements To whom it may concern: On behalf of Wawa, Inc., Bohler Engineering has reviewed local and state statutes and regulations as it pertains to signage and provides the following summary of our findings for your use and consideration. House Bill 1021: As we understand it, the Florida House Bill (HB) 1021 has effectively superseded local (County and City) jurisdiction’s land development, zoning and regulations pertaining to corporate trademark signage along with the legibility and visibility of fuel pricing signage. Florida HB 1021 amends Florida Statute 553.79 creating section 553.79(20) as stated below: F.S. 553.79 (20)(a) A political subdivision of this state may not adopt or enforce any ordinance or impose any building permit or other development order requirement that: 1. Contains any building, construction, or aesthetic requirement or condition that conflicts with or impairs corporate trademarks, service marks, trade dress, logos, color patterns, design scheme insignia, image standards, or other features of corporate branding identity on real property or improvements thereon used in activities conducted under chapter 526 or in carrying out business activities defined as a franchise by Federal Trade Commission regulations in 16 C.F.R. ss. 436.1, et. seq.; or 2. Imposes any requirement on the design, construction, or location of signage advertising the retail price of gasoline in accordance with the requirements of ss. 526.111 and 526.121 which prevents the signage from being clearly visible and legible to drivers of approaching motor vehicles from a vantage point on any lane of traffic in either direction on a roadway abutting the gas station premises and meets height, width, and spacing standards for Series C, D, or E signs, as applicable, published in the latest edition of Standard Alphabets for Highway Signs published by the United States Department of Commerce, Bureau of Public Roads, Office of Highway Safety. (b) This subsection does not affect any requirement for design and construction in the Florida Building Code. (c) All such ordinances and requirements are hereby preempted and superseded by general law. This subsection shall apply retroactively. (d) This subsection does not apply to property located in a designated historic district. As delineated in section 2. Of the above Statute, the intent is to provide fuel pricing signage that is “clearly visible and legible to drivers of approaching motor vehicles from a vantage point on any lane of traffic in either direction on a roadway abutting the gas station premises,”. 9.A.3.d Packet Pg. 542 Attachment: Wawa Collier Signage Narrative 2019-05-06 (8763 : LDC Amendments) CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM Sign Legibility Distance: The minimum size and spacing of pricing digits should allow a vehicle operator the distance required to read the sign, make a decision, maneuver and enter the establishment to purchase fuel. The distance required to make this maneuver should be established using Decision Sight Distance lengths. Table 3-3 below from AASHTO Greenbook provides design distance values necessary to perform an avoidance maneuver, similar to slowing down to enter an establishment. Thus, this distance is important when establishing the size and height of a sign that meets the intent of Section 2 of F.S. 553.79(20)(a)2, as defined above. Note that the Posted Speeds are generally 5 mph less than the Design Speed. Also, the Design Speeds highlighted below represent the speed of roadways that Wawa typically is located on.       Fuel Price Sizing: Sizing the pricing digits should use the appropriate distance from Table 3-3 above as the Sign Legibility Distance. These distances assume clear lines of sight that are not obstructed by any vertical or horizontal curves or any other extraordinary site condition. The following excerpt from the SHS Design Guidelines (section 8 pp 8-1) “rule of thumb” for sign legibility should provide the basis for establishing the minimum size of the fuel pricing digits. The requirement for minimum text height for fuel pricing plays a part in the overall sign height as well. The Wawa standard P50 sign meets the intent of the fuel price sizing requirements. 9.A.3.d Packet Pg. 543 Attachment: Wawa Collier Signage Narrative 2019-05-06 (8763 : LDC Amendments) CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM Minimum Text Height (in) per Roadway Classification & Design Speed Design Speed Rural (Std. Size EMC)Suburban (Std. Size EMC)Urban (Std. Size EMC) 40 MPH 15” ‐ (16” EMC) 18” ‐ (18” EMC)21” ‐ (24” EMC) 45 MPH 17” ‐ (18” EMC) 20” ‐ (24” EMC)24” ‐ (24” EMC) 50 MPH 19” ‐ (24” EMC) 23” ‐ (24” EMC)26” ‐ (30” EMC) 55 MPH 22” ‐ (24” EMC) 25” ‐ (30” EMC)29” ‐ (30” EMC) 60 MPH 25” ‐ (30” EMC) 29” ‐ (30” EMC)32” ‐ (36” EMC) Signage Height: Equally important as the letter height of the pricing information is the height and location of the sign on Premises. Appropriate height and location will permit the sign to be “clearly visible and legible to drivers of approaching motor vehicles from a vantage point on any lane of traffic in either direction on a roadway abutting the gas station premise”. There are several factors that can affect the visibility and legibility of a sign, from the geometric design of the road (i.e. horizontal and vertical curves) to other vehicles and even the landscaping within the right-of-way or adjacent properties. It is anticipated that the height of commercial vehicles on the road will be an obstruction to drivers for visibility of fuel pricing signs. For collector and arterial roadways, the use of the Florida Highway Patrol – Office of Commercial Vehicle Enforcement Commercial Motor Vehicle Manual’s, maximum height of automobile transporters and semi-trailers of 14 feet above pavement elevation should be used as the minimum elevation for vertical clearance to the bottom of the fuel pricing sign to the adjacent edge of pavement elevation. 9.A.3.d Packet Pg. 544 Attachment: Wawa Collier Signage Narrative 2019-05-06 (8763 : LDC Amendments) CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM Understanding that providing 14 feet of clear space will result in a sign that is over 25 feet tall, another rule of thumb used in urban and suburban applications is the Manual on Uniform Traffic Control Devices for Streets and Highways (MUTCD) Section 2A.18 (05): The minimum height, measured vertically from the bottom of the sign to the top of the curb, or in the absence of curb, measured vertically from the bottom of the sign to the elevation of the near edge of the traveled way, of signs installed at the side of the road in business, commercial, or residential areas where parking or pedestrian movements are likely to occur, or where the view of the sign might be obstructed is 7 feet (see Figure 2A-2). 9.A.3.d Packet Pg. 545 Attachment: Wawa Collier Signage Narrative 2019-05-06 (8763 : LDC Amendments) CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM The intent is to provide unobstructed signage at a height that is appropriate for motorists to read, which is consistent with Section 2 of F.S. 553.79(20)(a)2, as defined above. Based on this requirement, the bottom of the sign shall be 7 feet above grade. In the Wawa standard P50 sign, the fuel pricing begins at approx. 7’ above grade. Wawa Standard Signs: We have been provided with the Wawa standard sign package detailing the family of signs that are used throughout Florida (enclosed for reference). Based on our review of these signs, and our understanding of the above referenced signage requirements, we do not believe that the Monument Signs meet the visibility requirement, as they do not provide adequate clearance from the ground to the fuel pricing digits. The Pylon Signs appear to meet the visibility requirement, as well as provide appropriate fuel pricing legibility. The shortest Pylon Sign in the family of signs is the P50 sign, which has a total height of 18’-10”. Below is a detail of the P50 sign. The bottom of the fuel pricing portion of the sign is elevated above grade in order to promote visibility. The next portion of the sign is the fuel pricing, which has been sized in order to provide legible digits, yielding 8 feet of height. The top portion of the sign is the standard Wawa trademark logo which is 3’-6” tall. Thus, in order to provide a sign that achieves appropriate height for visibility, fuel pricing legibility and trademark logo, it requires a sign that is 18’-10” in total height. 9.A.3.d Packet Pg. 546 Attachment: Wawa Collier Signage Narrative 2019-05-06 (8763 : LDC Amendments) CIVIL AND CONSULTING ENGINEERS • PROJECT MANAGERS • SURVEYORS • ENVIRONMENTAL CONSULTANTS • LANDSCAPE ARCHITECTS WWW.BOHLERENGINEERING.COM Should you have any questions or would like to discuss at any time, please contact us at (813) 812-4100. Sincerely, BOHLER ENGINEERING FL, LLC John Lapointe, PE Principal Works Cited A Policy on Geometric Design of Highways and Streets. 6th ed., AASHTO, 2011. Florida Department of Transportation Design Standards and Specifications. FY 2017-2018 ed., Florida Department of Transportation, 2017, Florida Department of Transportation, www.fdot.gov/roadway/ds/18/stds.shtm. Manual of Uniform Minimum Standards for Design, Construction and Maintenance for Streets and Highways, State of Florida. Dept. of Transportation, 2004, US Department of Transportation: Federal Highway Administration, https://mutcd.fhwa.dot.gov/kno_2009r1r2.htm. Standard Highway Signs Including Pavement Markings and Standard Alphabets. US Department of Transportation: Federal Highway Administration, mutcd.fhwa.dot.gov/ser-shs_millennium.htm. Standard Highway Signs Including Pavement Markings and Standard Alphabets, 2012 Supplement. US Department of Transportation: Federal Highway Administration, mutcd.fhwa.dot.gov/ser-shs_millennium.htm. 9.A.3.d Packet Pg. 547 Attachment: Wawa Collier Signage Narrative 2019-05-06 (8763 : LDC Amendments) 05/16/2019 COLLIER COUNTY Collier County Planning Commission Item Number: 9.A.4 Item Summary: LDC Amendments: PL20180003473: An Ordinance of the Board of County Commissioners of Collier County, Florida, amending Ordinance Number 04 -41, as amended, the Collier County Land Development Code, which includes the comprehensive land regulations for the unincorporated area of Collier County, Florida, to create a minimum separation requirement of 1,320 feet between self-storage buildings on U.S. 41, from the east side of Airport-Pulling Road to the west side of Price Street/Triangle Boulevard, and to create a waiver process from the minimum separation requirements under certain circumstances, by providing for: Section One, Recitals; Section Two, Findings of Fact; Section Three, Adoption of Amendments to the Land Development Code, more specifically amending the following: Chapter One – General Provisions, including Section 1.08.02 Definitions; Chapter Two – Zoning Districts and Uses, including Section 2.03.03 Commercial Zoning Districts; Chapter 5 – Supplemental Standards, including the addition of Section 5.05.16, Separation of Self - Storage Buildings; and Chapter 10 – Application, Review, and Decision-Making Procedures, including Section 10.03.06 Public Notice and Required Hearings for Land Use Petitions; Section Four, Conflict and Severability; Section Five, Inclusion in the Collier County Land Development Code; and Section Six, Effective Date. [Coordinator: Eric Johnson, AICP, Principal Planner] Meeting Date: 05/16/2019 Prepared by: Title: Planner, Principal – Zoning Name: Eric Johnson 04/30/2019 3:55 PM Submitted by: Title: Division Director - Planning and Zoning – Zoning Name: Michael Bosi 04/30/2019 3:55 PM Approved By: Review: Zoning Ray Bellows Review Item Completed 04/30/2019 4:58 PM Growth Management Operations & Regulatory Management Judy Puig Review item Completed 05/01/2019 3:12 PM Zoning Jeremy Frantz Additional Reviewer Completed 05/01/2019 4:30 PM Zoning Michael Bosi Review item Completed 05/02/2019 9:48 AM Zoning Camden Smith Review Item Completed 05/02/2019 11:44 AM Growth Management Operations & Regulatory Management Judy Puig Review Item Skipped 05/02/2019 1:11 PM Growth Management Department James C French Review Item Completed 05/02/2019 3:58 PM Zoning Michael Bosi Review Item Completed 05/03/2019 1:20 PM Planning Commission Mark Strain Meeting Pending 05/16/2019 9:00 AM 9.A.4 Packet Pg. 548 1 G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Separation Requirements (05-01-2019) LDC_DSAC.docx LAND DEVELOPMENT CODE AMENDMENT PETITION PL20180003473 SUMMARY OF AMENDMENT This Land Development Code amendment (LDCA) represents the implementation of the Board’s direction to study the proliferation of self- storage facilities on U.S. 41, between the intersection of Palm Street/Commercial Drive and Price Street/Triangle Boulevard. LDC SECTIONS TO BE AMENDED ORIGIN Board of County Commissioners (Board) HEARING DATES Board CCPC DSAC DSAC-LDR TBD TBD 05-01-2019 03-21-2019 12-18-2018 1.08.02 2.03.03 5.05.16 10.03.06 Definitions Commercial Zoning Districts Self-Storage Buildings (New Section) Public Notice and Required Hearings for Land Use Petitions ADVISORY BOARD RECOMMENDATIONS DSAC-LDR Approve with changes DSAC Approve (8 to 3) CCPC TBD BACKGROUND: A segment of the U.S. 41 corridor, generally located between the intersection of Airport -Pulling Road and Collier Boulevard, has been under much scrutiny in recent years. In April of 2010, the East Naples Foundation completed Vision for the East Trail (“Vision”), which was a privately- initiated planning effort that resulted in the completion of a strategic plan for an approximately 14-mile stretch of the U.S. 41 corridor (see Exhibit A). On December 13, 2016, the Board expressed a concern over certain uses (e.g., self-storage facilities) from proliferating on U.S. 41 in this area of the U.S. 41 corridor. The Board considered adopting a one- year moratorium for all new applications, including self-storage facilities, from developing on the commercial properties along U.S. 41, from the Palm Street/Commercial Drive intersection to the Price Street intersection. However, rather than adopting a moratorium, the Board instead directed staff on February 14, 2017 to begin the process of developing a corridor study with the goal of obtaining community input and creating incentives for the desired development types. In April of 2018, Johnson Engineering, Inc. completed the U.S. 41 Corridor Study-Summary of Findings and Recommendations to the Board (“Corridor Study”) on behalf of the County (see Exhibit F). The length of U.S. 41 that was studied was approximately 6.8 miles, which is shorter than the geographic area used in Vision. The public input portion of the Corridor Study included three stakeholder outreach meetings and four public input meetings. When reviewing image preference surveys, 67 percent of the public outreach meeting respondents did not support self-storage facilities. As such, one of the recommendations of the Corridor Study was aimed at further regulating this use (see pages 23-24 of Exhibit F). The Corridor Study was presented to and accepted by the Board on April 24, 2018 (see Exhibit G). One recommendation suggested having a minimum distance separation between new self- storage facilities. 9.A.4.a Packet Pg. 549 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 2 G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Separation Requirements (05-01-2019) LDC_DSAC.docx For this LDCA and in keeping with the Corridor Study, the proposed language requires a separation of 1,320 feet between new and existing self-storage buildings. A distance waiver may be approved if an adequate supply of neighborhood goods and services are available within a quarter-mile radius of a new facility. A quarter-mile radius is equal to a half-mile diameter—the same width of the study area in Vision, which was chosen, in part, to “evaluate walkability in the form of pedestrian sheds.” The waiver may also be approved for a self-storage facility if at least 25 percent of its gross floor area is dedicated to a different principal use that is permitted in the C-1 or C-2 zoning district. Staff utilized the International Council of Shopping Centers (ICSC) as a guide to determine the appropriate types of principal uses and related intensities that most closely aligns with the desired businesses. One ICSC category, neighborhood center, includes convenience shopping for day-to-day needs with intensities that are less than 125,000 square feet , which generally translates to any permitted use in the C-1 or C-2 zoning district. Both the Urban Land Institute (ULI) and ICSC are recognized resources that staff uses when evaluating market studies in connection with Growth Management Plan (GMP) amendments (to commercial). The geographic area subject to this LDCA does not include the properties located within the Bayshore Gateway Triangle Community Redevelopment Area, and this LDCA is only applicable to new self- storage buildings that are currently allowed as a permitted use in the C-5 zoning district. In addition to several other minor changes, the DSAC-LDR recommended that the mailed notice notification area be reduced from 1,320 feet to 500 feet. The current language proposed for the administrative code reflects this recommendation. FISCAL & OPERATIONAL IMPACTS Staff anticipates additional fiscal and operational impacts to petitioners requesting a waiver from the minimum distance requirement. GMP CONSISTENCY This LDCA is consistent with the GMP (see Exhibit B). EXHIBITS: A – Defined Area; B – GMP Consistency Memo; C – Email from Public; D - Vision for the East Trail Corridor; E – Collier County Self-Storage Building Map (as of June 11, 2018); F – U.S. 41 Corridor Study—Summary of Findings and Recommendations to the Board; G – Executive Summary and BCC Minutes (04-24-2018); and H – Self Storage Buildings Map (C-4 C-5 PUD). 9.A.4.a Packet Pg. 550 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted 3 G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Separation Requirements (05-01-2019) LDC_DSAC.docx Amend the LDC as follows: 1 # # # # # # # # # # # # # 2 3 1.08.02 Definitions 4 5 * * * * * * * * * * * * * 6 7 Self-storage buildings (applicable to LDC Sections 5.05.08 and 5.05.16 only): Buildings where 8 customers lease space to store and retrieve their goods; see NAICS 531130. 9 10 # # # # # # # # # # # # # 11 12 2.03.03 – Commercial Districts 13 14 * * * * * * * * * * * * * 15 16 E. Heavy Commercial District (C-5). In addition to the uses provided in the C-4 zoning 17 district, the heavy commercial district (C-5) allows a range of more intensive commercial 18 uses and services which are generally those uses that tend to utilize outdoor space in the 19 conduct of the business. The C-5 district permits heavy commercial services such as full-20 service automotive repair, and establishments primarily engaged in construction and 21 specialized trade activities such as contractor offices, plumbing, heating and air 22 conditioning services, and similar uses that typically have a need to store construction 23 associated equipment and supplies within an enclosed structure or have showrooms 24 displaying the building material for which they specialize. Outdoor storage yards are 25 permitted with the requirement that such yards are completely enclosed or opaquely 26 screened. The C-5 district is permitted in accordance with the locational criteria for uses 27 and the goals, objectives, and policies as identified in the future land use element of the 28 Collier County GMP. 29 30 1. The following uses, as identified with a number from the Standard Industrial 31 Classification Manual (1987), or as otherwise provided for within this 32 section are permissible by right, or as accessory or conditional uses within 33 the heavy commercial district (C-5). 34 35 a. Permitted uses. 36 37 * * * * * * * * * * * * * 38 39 111. Motor freight transportation and warehousing (4225, mini - 40 and self-storage warehousing only), subject to LDC section 41 5.05.16 for minimum separation requirements between 42 buildings). 43 44 # # # # # # # # # # # # # 45 9.A.4.a Packet Pg. 551 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted 4 G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Separation Requirements (05-01-2019) LDC_DSAC.docx 1 2 5.05.16 – Separation of Self-Storage Buildings 3 4 A. Purpose and Intent. The purpose of this section is to discourage the proliferation 5 of self -storage buildings along the segment of U.S. 41 defined in LDC section 6 5.05.06 B., in order to maximize or encourage a broad mix of principal uses that 7 will provide goods and services at the neighborhood level to the residents living 8 within or adjacent to the applicable area. 9 10 B. Applicability. This section shall apply to all new self-storage buildings proposed 11 on real property zoned C-5 and located adjacent to U.S. 41, between the east side 12 of Airport-Pulling Road to the west side of Price Street/Triangle Boulevard. All 13 outparcels within shopping centers that are adjacent to U.S. 41 within this area 14 shall be included. This section shall not apply to self -storage buildings for which a 15 SDP has been approved or a completed SDP application has been filed and 16 accepted as of the effective date of this section. 17 18 C. Minimum Separation. A new self -storage building shall be located no closer than 19 a quarter-mile (1,320 feet) radius to an existing self -storage building, as measured 20 from property line to property line, unless a waiver to the separation requirement 21 is granted in conformance with LDC section 5.05.16 D. below. 22 23 D. Waiver of Separation Requirements. 24 25 1. The Office of the Hearing Examiner or the BZA may grant a waiver of all or 26 part of the minimum separation requirements of a proposed self -storage 27 building, if either of the following circumstances are met: 28 29 a. Within a quarter-mile (1,320-foot) radius of the proposed self -30 storage building, there are properties that have existing C-2 uses or 31 are zoned to permit C-2 uses; or 32 33 b. A minimum of 25 percent of the gross floor area of the proposed 34 self-storage building is dedicated to C-2 uses. 35 36 2. The Administrative Code shall establish the submittal requirements for a 37 self-storage building distance waiver request. 38 39 3. Additional conditions and considerations. The Hearing Examiner or the 40 BZA may add additional conditions to insure compatibility of the self -41 storage building with the surrounding area or to further the purpose and 42 intent of this section. 43 44 # # # # # # # # # # # # # 45 46 9.A.4.a Packet Pg. 552 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) DRAFT Text underlined is new text to be added Text strikethrough is current text to be deleted 5 G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Separation Requirements (05-01-2019) LDC_DSAC.docx 10.03.06 – Public Notice and Required Hearings for Land Use Petitions 1 2 * * * * * * * * * * * * * 3 4 Z. Waiver of Separation Requirements for Self-Storage Buildings, pursuant to LDC 5 section 5.05.16. 6 7 1. The following advertised public hearing is required: 8 9 a. One Hearing Examiner hearing or BZA hearing. 10 11 2. The following notice procedures are required: 12 13 a. Newspaper Advertisement prior to the advertised public hearing in 14 accordance with F.S. § 125.66. 15 16 b. Mailed Notice to all property owners within a 500-foot radius prior 17 to the advertised public hearing. 18 19 # # # # # # # # # # # # # 20 9.A.4.a Packet Pg. 553 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) Collier County Land Development Code | Administrative Procedures Manual Chapter 6 | Waivers, Exemptions, and Reductions Text underlined is new text to be added Text strikethrough is current text to be deleted G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Admin Code (04-30-2019) - LDC_DSAC.docx L. Self-Storage Building Separation Waiver Reference LDC section 5.05.16, LDC section 8.10.00, and LDC Public Notice section 10.03.06 Z. Applicability This establishes a process to waive part or all of the minimum separation requirements for self-storage buildings from other self-storage buildings located within the geographic area described in LDC section 5.05.16 B. Pre-Application A pre-application meeting is required. Initiation The applicant files a “Petition for Waiver from Separation Requirements for Self- Storage Buildings” with the Planning & Zoning Division. Application Contents The application must include the following: 1. Applicant contact information. 2. Property information, including: • Legal description; • Property identification number; • Section, township and range; • Subdivision, unit, lot and block, or metes and bounds description; and • Address of subject site. 3. Zoning information, including: • Current zoning of subject property; and • Zoning and land use of all properties within the quarter -mile radius, unless the applicant elects to dedicate a minimum of 25 percent of the gross floor area of the proposed self-storage building of that to a different principal use or uses that are permitted in the C-2 zoning district. 4. The extent of the waiver being requested (in linear feet) from the required separation. 5. A narrative that describes how the application demonstrates compliance with LDC section 5.05.16 D.1. 6. A site plan (measuring no larger than 24 in. x 36 in.) along with a conceptual site plan measuring 8½ in. x 11 in., that indicates the following: • The dimensions of the subject property; • Location of self-storage building, including off-street parking areas and vehicular access; • The layout of road(s) on which the proposed self-storage building fronts or to which access is provided, including the type of road(s), the number of lanes, and the location of intersections and turn lanes, median 9.A.4.a Packet Pg. 554 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) Collier County Land Development Code | Administrative Procedures Manual Chapter 6 | Waivers, Exemptions, and Reductions Text underlined is new text to be added Text strikethrough is current text to be deleted G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Word Version and Backup Documents\Admin Code (04-30-2019) - LDC_DSAC.docx locations and widths, for a quarter-mile (1,320-foot) distance from the subject parcel; and • Location of all off-site self-storage buildings within a quarter-mile (1,320-foot) radius and the distance of each building from the subject project (as measured from property line to property line). 7. Environmental Data Requirements. See LDC subsection 3.08.00 A. 8. An Aerial photographs (taken within the previous 12 months at a minimum scale of 1 in. = 200 ft.), showing FLUFCS Codes, legend, and project boundary. 9. Addressing checklist. 10. Pre-application meeting notes. 11. Deed for the Property. 12. Affidavit of Authorization. 13. Electronic copy of all documents. Completeness and Processing of Application The Planning & Zoning Division will review the application for completeness. After submission of the completed application packet accompanied with the required fee, the applicant will receive a mailed or electronic response notifying the applicant that the petition is being processed. Accompanying that response will be a receipt for the payment and the tracking number (i.e., XXX-PL20120000000) assigned to the petition. This petition tracking number should be noted on all future correspondence regarding the petition. Notice Notification requirements are as follows.  See Chapter 8 of the Administrative Code for additional notice information. 1. Mailed Notice: Written notice shall be sent to property owners in the notification area at least 15 days before the advertised public hearing. 2. Newspaper Advertisements: The legal advertisement shall be published at least 15 days before the advertised Hearing Examiner hearing in a newspaper of general circulation. The advertisement shall include at a minimum: • Date, time, and location of the hearing; and • Description of the proposed land uses. Public Hearing 1. The Hearing Examiner or the BZA shall hold at least one advertised public hearing. See Chapter 9 of the Administrative Code for the Office of the Hearing Examiner procedures. Decision maker The Hearing Examiner or the BZA. Review Process The Planning & Zoning Division will review the application and identify whether additional materials are needed. Staff will prepare Staff Report, utilizing the criteria established in LDC section 5.05.16, to present to the Hearing Examiner or the BZA for a decision. 9.A.4.a Packet Pg. 555 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 5 t h A V E S Bayshore DRTa mia mi T RL E Collier BLVDDavis BLV D Collier BLVDBayshore DRTamiami TRL E Davis BLV D Ta mia mi T R L E Ta mia mi T R L E D av is B LV DDavis BLV D Ta mia mi T R L E Tho ma s so n D R Collier BLVDDavis BLVDThomasson DR Tamiami TRL E Davis BLV D Collier BLVDCollier BLVDCounty Barn RDDavis BLV D 5th AVE S Santa Barbara BLVDCollier BLVDD av is BLV DDavis BLV D Tamiami TRL E Tamiami TRL E Tamiami TRL E Ta mia mi T R L E Rattlesnake Hammock RD Collier BLVDTa mia mi T R L E Collier BLVDSanta Barbara BLVDCounty Barn RDCollier BLVDCollier BLVDHardee STDocument Path: M:\GIS_R equests\2018\12-Dec\LDC Exhibit\MXD\LDC _Exhi bit.mxd U.S 41 Stud y A rea(Palm ST to Price ST) Stud y Are a L im its Map Date: 12/20 /201 8 Growth Ma nage ment De partme ntOperations & Re gulato ryManagement Divi sion I 0 1,50 0 3,00 0750 FeetPalmSTPrice ST Ratt lesn ake Hammock RD Sab al Palm RD 9.A.4.a Packet Pg. 556 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 1 Growth Management Department Zoning Division Memorandum To: Eric Johnson, AICP, CFM, Land Development Code Section From: David Weeks, AICP, Growth Management Manager, Comprehensive Planning Section Date: April 9, 2019 Subject: Growth Management Plan (GMP) Consistency Review PETITION NUMBER: LDCA-PL20180003473 REV:5 PETITION NAME: LDC Sec. 1.08.02, 2.03.03 & 5.05.16, Self-Storage Facilities REQUEST: Amend the Collier County Land Development Code Sections 1.08.02 Definitions, and 2.03.03 Commercial Zoning Districts, and add new Sec. 5.05.16, Self-Storage Facilities, to: 1. Add to the definition of “self-storage buildings” and add reference to new Sec. 5.05.16. 2. Add reference to new Sec. 5.05.16 within the C-5, Heavy Commercial, District. 3. Establish new Sec. 5.05.16 Separation of Self-Storage Facilities. COMPREHENSIVE PLANNING COMMENTS: The Growth Management Plan’s (GMP) land use elements (Future Land Use Element, Golden Gate Area Master Plan, Immokalee Area Master Plan) contain subdistricts and overlays that identify allowable uses; some of these identify uses by zoning district(s) and some by specific use names (e.g. liquor store) or use categories (e.g. retail commercial). These subdistricts and overlays are implemented through the Land Development Code (LDC), which may be by establishing a zoning overlay, or a rezone of a property, or a conditional use on a property. The GMP does not contain a definition of self-storage facilities, and does not contain, or prohibit, separation requirements for self-storage facilities; there is no specificity provided that would conflict with the proposed amendment. The LDC may be more restrictive than the GMP but not less restrictive. CONCLUSION: Based upon the above analysis, the proposed LDC amendment may be deemed consistent with the GMP. IN CITYVIEW cc: Michael Bosi, AICP, Zoning Director LDCA-PL20180003473 Sec. 5.05.16 et al_self-storage separationR5 G:\CDES Planning Services\Consistency Reviews\2019\LDCA dw/4-9-19 9.A.4.a Packet Pg. 557 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 1 JohnsonEric From:Michael Fernandez <mfernandez@planningdevelopmentinc.com> Sent:Wednesday, December 12, 2018 9:29 AM To:JohnsonEric Cc:Terri Fernandez; FrantzJeremy Subject:RE: Land Development Code Amendments Update Good morning Eric, Just a couple of comments / input relative to the self storage separation standards proposed. 1. It appears that facility and buildings are used interchangeably. Facilities can be of one or numerous number of buildings. Recommend you use facilities and eliminate the term buildings from this provision. 2. The intent is to limit and provide separation of facilities. This should not preclude expansion of existing facilities which is more desirable as it addresses demand without the need for additional new facilities. Therefore recommend that you exempt enlargements of existing facilities which have been considered or will be considered / evaluated through a public hearing process; such as a PUD or Conditional Use. a. A PUD may have remaining capacity b. An expansion or enlargement which proposes additional acreage for the expansion will still need to go through the Conditional Use process. 3. It was unclear how the proposed LDC amendment addresses existing approvals relative to new proposed locations. Is the separation only measured between existing facilities or does it recognize existing zoning such as PUDs and Conditional Uses. Relative to PUDs, these districts typically have a varied list of permitting uses which may or may not be realized. a. Not sure, but does Sabal Bay PUD support storage? b. Others? c. I believe the PUD at the southeast corner of US 41 East and Southwest Blvd supports storage. d. It is interesting to see in plan where zoning already supports storage Are these areas grandfathered-in? 4. As you may recall, we are presently working on a self-storage facility – which just started construction on the East Trail and is permitting under a Conditional Use approval. a. There is vacant parcels to the west which are very small and due to their size and geometry (limited depth and frontage and setback due to frontage canal) are not good candidates for retail or services and access is an issue. These lots are good candidates for the expansion of the storage facility under construction should it be successful and would be most compatible with the neighborhood and would no require an additional access from US 41; and would be low traffic generator. 1. It has since been suggested by nearby neighbors that the facility should expand over these lots. b. How would the proposed LDC provision address these considerations? I assume that a CU or a CU amendment would be required to permit the expansion? I will look forward to your feedback on these suggested revisions to the draft LDC amendments. Please do not hesitate to call or to schedule a meeting should you wish to further discuss. Regards, Michael Michael R. Fernandez, AICP RA Architect / President PLANNING DEVELOPMENT INC Development Consultants, Architects, Engineers, and Planners 704 Goodlette Road, Suite 240, Naples, Florida 34102 (239) 263.6934; (877) 263-0535 fax mfernandez@planningdevelopmentinc.com 9.A.4.a Packet Pg. 558 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 2 From: FrantzJeremy <Jeremy.Frantz@colliercountyfl.gov> Sent: Wednesday, December 12, 2018 8:35 AM To: Michael Fernandez <mfernandez@planningdevelopmentinc.com> Cc: Terri Fernandez <tfernandez@planningdevelopmentinc.com>; JohnsonEric <Eric.Johnson@colliercountyfl.gov> Subject: RE: Land Development Code Amendments Update Hi Michael, Eric Johnson is the lead on that amendment. Eric.Johnson@colliercountyfl.gov 239-252-2931 Respectfully, Jeremy Frantz, AICP Land Development Code Manager From: Michael Fernandez <mfernandez@planningdevelopmentinc.com> Sent: Tuesday, December 11, 2018 5:37 PM To: FrantzJeremy <Jeremy.Frantz@colliercountyfl.gov> Cc: Terri Fernandez <tfernandez@planningdevelopmentinc.com> Subject: RE: Land Development Code Amendments Update Jeremy, To whom should our input on the proposed self storage facility separation text be addressed/direct to? Regards, Michael Michael R. Fernandez, AICP RA Architect / President PLANNING DEVELOPMENT INC Development Consultants, Architects, Engineers, and Planners 704 Goodlette Road, Suite 240, Naples, Florida 34102 (239) 263.6934; (877) 263-0535 fax mfernandez@planningdevelopmentinc.com From: FrantzJeremy <Jeremy.Frantz@colliercountyfl.gov> Sent: Tuesday, December 11, 2018 5:24 PM To: FrantzJeremy <Jeremy.Frantz@colliercountyfl.gov> Subject: Land Development Code Amendments Update 9.A.4.a Packet Pg. 559 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 3 LDC Amendments Update Meeting Schedule Current Amendments Collier LDC News Releases Upcoming Public Meeting for Proposed Amendments to the LDC and the Administrative Code The Development Services Advisory Committee – Land Development Review (DSAC-LDR) Subcommittee will review proposed amendments to the LDC and the Administrative Code Date & Location Tuesday December 18, 2018 2:00 PM Location 2800 N. Horseshoe Dr. Collier County Development Services Building Conference Room 609/610 Review: Agenda & Meeting Materials We welcome your attendance and feedback. Contact Us 2800 N. Horseshoe Drive | Naples, FL 34014 Call: (239) 252-2305 | Email: jeremy.frantz@colliercountyfl.gov Not interested in e-mail updates? Unsubscribe from this list. 9.A.4.a Packet Pg. 560 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 4 Ellen Summers Senior Planner Zoning Division 2800 N. Horseshoe Drive, Naples, Florida 34104 239.252.1032 www.colliergov.net/ldcamendments Exceeding Expectations Everyday Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning. Under Florida Law, e-mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. Respectfully, Jeremy Frantz, AICP Land Development Code Manager Zoning Division Exceeding Expectations Everyday 2800 N. Horseshoe Drive, Naples, Florida 34104 Phone: 239.252.2305 www.colliergov.net/ldcamendments Tell us how we are doing by taking our Zoning Division Survey at http://bit.ly/CollierZoning. 9.A.4.a Packet Pg. 561 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) Land Development Code (LDC) Amendment Separation Requirements for Storage Buildings on U.S. 41 Petition # - PL20180003473 For CCPC (05-16-2019) – Exhibits D thru G The above PDF consists of the following: Exhibit D – Vision for the East Trail Corridor Exhibit E – Collier County Self Storage Facility Map (as of June 11, 2018) Exhibit F – U.S. 41 Corridor Study Exhibit G – Executive Summary and BCC Minutes (04-24-2018) To access the above documents, please clink the below link: http://cvportal.colliergov.net/CityViewWeb/Planning/Status?planningId=27652 9.A.4.a Packet Pg. 562 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) G:\LDC Amendments\Advisory Boards and Public Hearings\CCPC\2019\May 16\Self-Storage Buildings\Cover Sheet Exhibits D-G.docx 9.A.4.a Packet Pg. 563 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) DIRECTIONS TO ACCESS PETITION DOCUMENTS Separation Requirements for Self-Storage Buildings on U.S. 41 (PL20180003473) as an example 1. Access CityView Portal here: http://cvportal.colliergov.net/cityviewweb 2. Under Planning Department, click on “Status and Fees” 9.A.4.a Packet Pg. 564 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) 3. Input the Project # or Name (from Agenda) Click on Documents and Images 9.A.4.a Packet Pg. 565 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) Click on any document to open for viewing 9.A.4.a Packet Pg. 566 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings) Lock UpSelf Storage 5 t h A V E S Bayshore DRAIRPORT PULLING RD SThomasson DR Tamiami TRL ECounty Barn RDTa mia mi T R L E Davis BLVD Collier BLVDRattlesnake Hammock RD Da vi s BLV D Collier BLVDCollier BLVDCollier BLVDDavis BLVD 5th AVE S Santa Barbara BLVDD avis B LV D Collier BLVDTamiami TRL E Ta mia mi T R L E Rattlesnake Hammock RDSanta Barbara BLVDCounty Barn RDCollier BLVDCollier BLVDBayshoreStorage Cubesmartself storage StoreSmartSelf Storage Cubesmartself storage Carls - WhiteGlove PersonalStorage U-Haul Moving& Storageof Naples RattlesnakeHammock Selfstorage Vincentian MPUDSelf Storage(ZVL-HEX 16-40) TREETOPS FALLINGWATERS BEACHRESORT VINCENTIANVILLAGE MINI-TRIANGLEMPUD Document Path: C:\GIS\Data Request\GIS Request\LDC\US-41 Self StoreageBuildings Map.mxd Map Date: 3/21/2019 Growth Management DepartmentOperations & RegulatoryManagement Division I 0 1,400 2,800700 Feet Price St.PalmSTSELF-STORAGE BUILDINGS ON US 41Legend PROJECT LIMIT(U.S 41/PRICE ST.) PROJECT LIMIT(U.S. 41/AIRPORT-PULLING RD) Self-Storage Building (HEX Decision) Self-Storage Building 1,320 Buffer FLU Activity Center Parcels C-4 Proposed Self-Storage Building Existing Self-Storage Building C-5 PUDs that Allow Self-Storage Building 9.A.4.a Packet Pg. 567 Attachment: Item 9.A.4 Self-Storage FINAL (8682 : Separation of Self-Storage Buildings)