The URL can be used to link to this page

HEX Agenda 08/27/2020Collier County Hearing Examiner Page 1 Printed 8/19/2020 COLLIER COUNTY Collier County Hearing Examiner AGENDA Growth Management Department Conference Rooms 609/610 2800 Horseshoe Drive North Naples, FL 34104 August 27, 2020 9: 00 AM Andrew W. J. Dickman, Esq., AICP Hearing Examiner Note: Individual speakers will be limited to 5 minutes unless otherwise waived by the Hearing Examiner. Persons Wishing to have written or graphic materials included in the hearing report packets must have that material submitted to County staff at Alexandra.Casanova@colliercountyfl.gov 10 days prior to the Hearing. All materials used during presentation at the hearing will become a permanent part of the record. Any person who decides to appeal a decision of the Hearing Examiner 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. Decisions of the Hearing Examiner are final unless appealed to the Board of County Commissioners. Hearing Procedures will provide for presentation by the Applicant, presentation by staff, public comment and applicant rebuttal. The Hearing Examiner will render a decision within 30 days. Persons wishing to receive a copy of the decision by mail may supply County staff with their name, address, and a stamped, self-addressed envelope for that purpose. Persons wishing to receive an electronic copy of the decision may supply their email address. August 2020 Collier County Hearing Examiner Page 2 Printed 8/19/2020 1. Pledge of Allegiance 2. Review of Agenda and Approval of Prior Meeting Minutes 3. Advertised Public Hearing A. PETITION DR-PL20190001247 - Petitioner, 7-Eleven, Inc. requests approval of a site plan with deviations pursuant to LDC Section 10.02.03.F and seeks ten total deviations, including two deviations from LDC Section 5.05.05.B.1, to reduce the minimum side yard setback along the northern property line; two deviations from LDC Section 5.05.05.B.1 to reduce the minimum rear yard setback along the western property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the northern property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the western property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the eastern property line; one deviation from LDC Section 4.06.02.D.2 to reduce the detention area in buffer yards for the eastern buffer; one deviation from LDC Section 4.06.03.B.1 to reduce the vehicular use area devoted to interior landscape; and one deviation from LDC Section 4.05.06.A.4, to relocate the loading space location, for the redevelopment of the convenience gas station project consisting of 0.8± acres, located on the western side of Airport-Pulling Road, approximately 350 feet south of Immokalee Road, in Section 26, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: Timothy Finn, Principal Planner] B. PETITION NUMBER PDI-PL20200000201: DEVOE PONTIAC PDI – A request for an Insubstantial Change to Ordinance Number 97-14, the DeVoe Pontiac Planned Unit Development, to revise the Master Plan to add a pedestrian and vehicular interconnection with the adjacent property to the north. The subject property, consisting of 4.55+/- acres, is located on the east side of Airport Road, approximately 250 feet south of Glades Boulevard, in Section 12, Township 50 South, Range 25 East, Collier County, Florida. [Coordinator: Ray Bellows, AICP, Planning Manager] C. PETITION NO. VA-PL20190001980 – John D. Bruce requests a variance from Section 4.02.03.D of the Collier County Land Development Code to reduce the minimum rear yard accessory structure setback from 10 feet to 1 foot and 8 inches for a pool screen enclosure. The property is described as Lot 7, Block 8, Lely Golf Estates Unit No. 2, also described as 184 Briarcliff Lane, in Section 19, Township 50 South, Range 26 East, Collier County, Florida.[Coordinator: John Kelly, Senior Planner] D. PETITION NO. BDE-PL20190001640 – Lodge/Abbott Associates LLC requests a dock facility extension over the maximum 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code, for a total protrusion of 152.3 feet from the mean high water line, to accommodate a new boardwalk and covered gazebo, including a kayak launch and storage area, for the benefit of the Kalea Bay community, located approximately 0.2 miles northwest of the southern intersection of Vanderbilt Drive and Old Coast Road, in Section 17, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] 4. Other Business 5. Public Comments August 2020 Collier County Hearing Examiner Page 3 Printed 8/19/2020 6. Adjourn 08/27/2020 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.A Item Summary: PETITION DR-PL20190001247 - Petitioner, 7-Eleven, Inc. requests approval of a site plan with deviations pursuant to LDC Section 10.02.03.F and seeks ten total deviations, includ ing two deviations from LDC Section 5.05.05.B.1, to reduce the minimum side yard setback along the northern property line; two deviations from LDC Section 5.05.05.B.1 to reduce the minimum rear yard setback along the western property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the northern property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the western property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the eastern property line; one deviation from LDC Section 4.06.02.D.2 to reduce the detention area in buffer yards for the eastern buffer; one deviation from LDC Section 4.06.03.B.1 to reduce the vehicular use area devoted to interior landscape; and one deviation from LDC Section 4.05.06.A.4, to relocate the loading space location, for the redevelopment of the convenience gas station project consisting of 0.8± acres, located on the western side of Airport -Pulling Road, approximately 350 feet south of Immokalee Road, in Section 26, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: Timothy Finn, Principal Planner] Meeting Date: 08/27/2020 Prepared by: Title: – Zoning Name: Tim Finn 08/12/2020 3:23 PM Submitted by: Title: Manager - Planning – Zoning Name: Ray Bellows 08/12/2020 3:23 PM Approved By: Review: Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 08/14/2020 2:57 PM Growth Management Operations & Regulatory Management Rose Burke Review Item Completed 08/14/2020 4:22 PM Zoning Ray Bellows Review Item Completed 08/17/2020 2:24 PM Zoning Anita Jenkins Review Item Completed 08/17/2020 3:00 PM Hearing Examiner Andrew Dickman Meeting Pending 08/27/2020 9:00 AM 3.A Packet Pg. 4 7-Eleven - 34805 - DR-PL20190001247 Page 1 of 13 Revised: July 28, 2020 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: AUGUST 27, 2020 SUBJECT: 7-ELEVEN - 34805, SITE PLAN WITH DEVIATIONS, DR-PL20190001247 ______________________________________________________________________________ PROPERTY OWNER/AGENT: Applicant/Owner: Agent: 7-Eleven, Inc. Rachel J. Tracy, P.E. 3200 Hackberry Road Q. Grady Minor and Associates, P.A. Irving, TX 75063 6150 Diamond Centre Court, Suite 1003 Fort Myers, FL 33912 REQUESTED ACTION: The applicant requests that the Collier County Hearing Examiner consider an application for Site Plan with Deviations for Redevelopment (DR) for a reconstruction project for a proposed 7-Eleven convenience store with gas station. To better facilitate this reconstruction project, the petitioner requests approval of a site plan with deviations pursuant to LDC Section 10.02.03.F and seeks ten total deviations, including two deviations from LDC Section 5.05.05.B.1, to reduce the minimum side yard setback along the northern property line; two deviations from LDC Section 5.0 5.05.B.1 to reduce the minimum rear yard setback along the western property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the northern property line; one deviation from LDC Section 4.06.02, Table 2.4, to redu ce the landscape buffer along the western property line; one deviation from LDC Section 4.06.02, Table 2.4, to reduce the landscape buffer along the eastern property line; one deviation from LDC Section 4.06.02.D.2 to reduce the detention area in buffer yards for the eastern buffer; one deviation from LDC Section 4.06.03.B.1 to reduce the vehicular use area devoted to interior landscape; and one deviation from LDC Section 4.05.06.A.4, to relocate the loading space location, for the redevelopment of the convenience gas station project consisting of 0.8± acres. 3.A.1 Packet Pg. 5 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 2 of 13 Revised: July 28, 2020 GEOGRAPHIC LOCATION: The subject property is located on the western side of Airport-Pulling Road, approximately 350 feet south of Immokalee Road, in Section 26, Township 48 South, Range 25 East, Collier County, Florida (See location map page 3). PURPOSE AND DESCRIPTION OF PROJECT: Currently, the site is occupied with a Mobil Gas Station which was constructed under Building Permit #85-3025. (See Attachment D) The gas station was built in 1985 with an 856 SF convenience store, three associated gas pumps, and an associated canopy. In 1990 the site was updated to include an associated car wash, approximately 659 SF, under Site Development Plan 90-238. (See Attachment D) The proposed DR site plan for 7-Eleven includes a 3,155 SF convenience store, new fuel tanks, 4 fuel pumps, a canopy over the fuel pumps, and associated site infrastructure. This reconstruction project will further redevelop and enhance the subject property. The property is zoned Green Tree Center PUD per Ordinance 81-58 and is part of the master surface water management system within the Green Tree Center. This DR application requests deviations from landscape buffers, locational standards, and required dimensional setbacks. (See Schedule of Deviations - Attachment A) This project includes a companion Administrative Parking Reduction (APR), PL20190001647 approved August 5, 2019. This APR eliminated 6 of the 16-total available parking spaces to better situate the redevelopment of the property. (See Attachment C) As stated, the existing Mobil Station was developed and approved under Building Permit #85 -3025. Due to Code changes, the portions of the site the applicant wishes to maintain does not meet current LDC provisions. The applicants site plan with deviations request is detailed in the deviation section below. A summary is provided here. 1. Reduction of the side yard setback along the north property line from 40 feet to 10 feet for the proposed convenience store building. 2. Reduction of the rear yard setback along the west property line from 40 feet to 35 feet for the proposed fuel canopy. 3. Reduction of the side yard setback along the north property line from 40 feet to 10 feet for the proposed dumpster enclosure. 4. Reduction of the rear yard setback along the west property line from 40 feet to 10 feet for the proposed dumpster enclosure. 5. Reduction of the width of the Type B landscape buffer from 15 feet to 10 feet along the north property line. 6. Reduction of the width of the Type B landscape buffer from 15 feet to 10 f eet along the west property line. 7. Reduction of the width of the Type B landscape buffer from 15 feet to 5 feet along the east property line. 8. Reduction of the level planting areas within detention areas in buffer yards from 5-foot-wide 10:1 level planting area to 3 feet of 10:1 level planting area and 2 feet of 4:1 planting area. 9. Reduction of the vehicular use area from 10 percent of the amount of vehicular use area onsite to be devoted to interior landscape to 5.34 percent. 10. Allow for the loading space location to be located across the drive aisle of the front of the store. 3.A.1 Packet Pg. 6 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 3 of 13 Revised: July 28, 2020 3.A.1Packet Pg. 7Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 4 of 13 Revised: July 28, 2020 SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding the boundaries of the subject property, which is currently developed with a Mobil gas station with convenience store and is zoned Green Tree Center (PUD): North: Developed commercial, with a current zoning designation of Green Tree Center (PUD) East: Developed commercial, with a current zoning designation of Green Tree Center (PUD) South: Developed commercial, with a current zoning designation of Green Tree Center (PUD) West: Developed commercial, with a current zoning designation of Green Tree Center (PUD) Collier County GIS 3.A.1 Packet Pg. 8 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 5 of 13 Revised: July 28, 2020 APPLICANT’S JUSTIFICATIONS FOR REQUESTED DEVIATIONS: The petitioner is seeking ten (10) deviations from the requirements of the Land Development Code (LDC). The deviations are listed below with staff analysis and recommendations. Proposed Deviation #1: (Side setback – Northern property line to convenience store) “Deviation 1 seeks relief from LDC 5.05.05.B.1, which requires a 40-foot side setback from property lines to all structures within the property, to instead allow an 10 foot side setback from the northern property line to the proposed convenience store building.” Petitioner’s Justification: Per the boundary and topographic survey there is an existing 658 SF carwash building on site that is 5.9 feet from the northern property line. Per record information this was constructed under SDP Permit number 90-238 which was approved in February 1991. Sheet 3 of 8 of the aforementioned plan set denotes the side setback at time of approval as 5 feet which is 35 feet less than today’s LDC code section 5.05.05. It is expected that the 5 foot setback was taken from the Green Tree Center PUD under Ordinance No. 81 - 58, Section 3.3, which denotes the side yard setback shall be none or a minimum of five (5) feet with unobstructed passage from front to rear yard. As the PUD was silent on separate specific regulations for facilities with fuel pumps relief from Section 5.05.05 of the current LDC is requested. Therefore, to redevelop the property it is requested to utilize a side setback of 10 feet which is approximately 2 times over the setback which was permitted previously. It is expected at the time of PUD development and Mobil Station improvements the PUD setbacks governed this existing facility with fuel pumps. The adjacent facility along the site’s northern property line is a Wendy’s drive-thru restaurant open until 3:00 AM daily. The 24-hour 7-Eleven is unlikely to disrupt the neighboring Wendy’s while they both maintain late night hours. The likelihood of conflict due to decreased setbacks is further diminished as the distance from the proposed 7-Eleven building to the existing Wendy’s restaurant building surpasses the 40 foot setback requirements. As noted previously the existing setback from the northern property line to the existing carwash is under 5.9 feet. Additionally the placement of the proposed building will allow streamline flow of traffic along the 30 foot ingress/egress easement of the shopping center. The proposed site will only utilize 2 driveways rather than the existing 4 driveways. This is only accomplished by allowing the building in the proposed location. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1985. Proposed Deviation #2: (Side setback – Western property line to fuel canopy) “Deviation 2 seeks relief from LDC 5.05.05.B.1, which requires a 40-foot rear setback from property lines to all structures within the property, to instead allow a 35-foot side setback from the west property line to the proposed fuel canopy.” 3.A.1 Packet Pg. 9 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 6 of 13 Revised: July 28, 2020 Petitioner’s Justification: Per the boundary and topographic survey the existing Mobil convenience store is 37.3 feet from the western property boundary. This is less than required by today’s LDC section 5.05.05 for facilities with fuel pumps. Relief from 5 feet is requested based on the LDC and would be an additional 2.3 feet over existing conditions. Ordinance No. 81-58, Section 3.3, denotes the rear yard setback shall be 25 feet. If the PUD setbacks governed as it did in the original development the proposed plan would provide 10 additional feet for the setback to the fuel canopy. The west property line borders a 30 foot ingress/egress easement under Plat Book 19, Pages 26 - 31, which serves as drive aisles for the Green Tree Shopping Center. On the other side of the drive aisle is parking serving the shopping center. It is not anticipated that this setback will have an adverse effect the abutting ingress/egress easement. In fact, the redevelopment should reduce the effects on this easement by limiting the number of vehicular access points to the site from 4 to 2. The southern property boundary borders the same 30 foot ingress/egress easement. The existing fuel canopy is approximately 18.5 feet from the southern easement. The proposed western canopy setback is 16.5 feet over the existing southern setback. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1985. Proposed Deviation #3: (Side setback – North property line to dumpster enclosure) “Deviation 3 seeks relief from LDC 5.05.05.B.1, which requires a 40-foot side setback from property lines to all structures within the property, to instead allow a 10-foot side setback from the north property line to the proposed dumpster enclosure.” Petitioner’s Justification: The existing project site to be redeveloped currently includes a car wash which is 5.9 feet from the northern property line. This car wash setback was permitted under SDP #90-238 as a side setback per sheet 3 of the plan set. It denotes the side setback as 5 feet and the car wash building was constructed at 5.9 feet from the property line. Based on existing conditions it is requested to allow a 10 foot setback for the dumpster enclosure. This provides additional setback over what exists today and will enhance the redevelopment of the project site. This setback is also generally consistent with the setback for dumpster enclosures within other commercial Outparcels within the Green Tree Center Shopping Center. The existing Taco Bell dumpster enclosure that was permitted under PL20140000301 is permitted with a setback of 12 feet from the eastern property line and the Wendy’s dumpster enclosure permitted at 10 feet from the southern and western property lines under SDP #92-33. The proposed setback is consistent with LDC 5.03.04.A which notes that dumpsters and their enclosures may be within a required yard provided they do not encroach into a required landscape area. With the approval of Deviation 5 which proposes a 10 foot type B buffer the setback meets the intent of the dumpster and recycling 3.A.1 Packet Pg. 10 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 7 of 13 Revised: July 28, 2020 code. The proposed dumpster location is also ideally located for ease of access for the solid waste hauler. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Proposed Deviation #4: (Side setback – West property line to dumpster enclosure) “Deviation 4 seeks relief from LDC 5.05.05.B.1, which requires a 40-foot side setback from property lines to all structures within the property, to instead allow a 10-foot side setback from the west property line to the proposed dumpster enclosure.” Petitioner’s Justification: The proposed 10 foot setback is generally consistent with the setback for dumpster enclosures developed on other commercial outparcels within the Green Tree Center Shopping Center. The Wendy’s dumpster enclosure is permitted at 10 feet from the western property line under SDP#92-33 and the existing Taco Bell dumpster enclosure permitted under PL20140000301 is permitted with a setback of 12 feet from the eastern property line. The proposed setback is consistent with LDC 5.03.04.A noting that dumpsters and their enclosures may be within a required yard provided they do not encroach into a required landscape area. With the approval of Deviation 6, which proposes a 10 foot type B buffer, the setback meets the intent of the dumpster and recycling code. The proposed dumpster location is also ideally located for ease of access for the solid waste haulers. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Proposed Deviation #5: (10-foot type ‘B’ buffer – Northern property line) “Deviation 5 seeks relief from LDC 4.06.02.C, Table 2.4, which requires a 15-foot type ‘B’ landscape buffer between the existing commercial and the proposed automobile service station, to instead allow a 10-foot type ‘B’ buffer on the northern property line between the existing commercial site and the proposed automobile service station.” Petitioner’s Justification: Records provided by the Collier County records Department for file on SDP No. 90-238, specifically pdf pages 49-56 of the pdf document, detail the requirements at time of permit under SDP No. 90-238. The document denotes requirements are per Section 8.30 of Collier County Zoning Ordinance 82-2 prepared November 6, 1989. Based on these requirements and sheet 2 of the plan set for SDP No. 90-238 there was no required buffer on the north side of the property. Any landscape located on the northern property line was to count towards internal 3.A.1 Packet Pg. 11 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 8 of 13 Revised: July 28, 2020 landscaping or the western buffer; specifically 1 provided slash pine for internal landscape requirements and 1 slash pine for the western buffer at the northwest corner of the site. The current plan proposes a 10-foot type B buffer, which per the calculation, includes 5 trees proposed as green button woods (10’ height minimum, 2” cal. min., 4” sprd. Min,) and 31 shrubs proposed as red tip cocoplum (10 gal. min, 60” height min, 48” o.c.). This is an extensive increase in landscaping over the original no buffer provided on the north side of the site. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Proposed Deviation #6: (10-foot type ‘B’ buffer – Western property line) “Deviation 6 seeks relief from LDC 4.06.02.C, which requires a 15-foot type ‘B’ landscape buffer between the existing commercial and the proposed automobile service station, to instead allow a 10- foot type ‘B’ buffer on the western property line between the existing commercial site and the proposed automobile service station.” Petitioner’s Justification: Records provided by the Collier County records Department for file on SDP No. 90-238, specifically pdf pages 49-56 of the pdf document, detail the requirements at time of permit under SDP No. 90-238. The document denotes requirements are per Section 8.30 of Collier County Zoning Ordinance 82-2 prepared November 6, 1989. Based on this information the original landscape plan provided 4 trees along with a 5 foot wide strip with grass. The current project proposes a 10 foot wide type B buffer which provides 4 trees and 24 shrubs as required by a type B buffer per today’s LDC section 4.06.02.C. This is the same number of trees required for original permitting, but with the addition of shrubs. The proposed buffer will be enhanced with the addition of shrubbery over what was originally permitted. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Proposed Deviation #7: (5-foot type ‘B’ buffer – Eastern property line) “Deviation 7 seeks relief from LDC 4.06.02.C, which requires a 15-foot type ‘B’ landscape buffer between the existing commercial and the proposed automobile service station, to instead allow a 5- foot type ‘B’ buffer along the eastern property line between the existing commercial site and the proposed automobile service station.” 3.A.1 Packet Pg. 12 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 9 of 13 Revised: July 28, 2020 Petitioner’s Justification: Records provided by the Collier County records Department for file on SDP No. 90-238, specifically pdf pages 49-56 of the pdf document, detail the requirements at time of permit under SDP No. 90-238. The document denotes requirements are per Section 8.30 of Collier County Zoning Ordinance 82-2 prepared November 6, 1989. Per Section 2 of the requirement, required landscaping adjacent to interior property lines, the requirement is a five foot wide strip of land located parallel to the property line to include an average of 1 tree per each 50 linear feet of the interior property lines. Additionally, this area shall be landscaped with grass, ground cover, or other non-pavement material. The calculations in the top left corner of sheet 2 of the plan set under SDP No. 90-238 note 190 linear feet. The total linear foot area was then divided by 50 feet to determine the requirement of 4 trees. The calculations then denote 5 trees are provided by means of 5 existing pine trees of varying caliper (13”, 12”, 8”, 10”, and 8”). A hedge row of ilex galabra gall berry, 3 feet in height was also proposed on the eastern side of the existing eastern drive aisle across the property in the original permit. The hedge row was proposed at approximately 45 feet from the eastern property line. The trees were proposed as existing with varying distances of 30 feet to the eastern property line to 10 feet off the eastern property line. The 5 trees were in the depressed dry detention area which was approximately 2.5 feet lower than Airport Pulling Road. The hedge was at the top of bank area and approximate at the elevation of the project site and Airport Pulling Road right of way. The current project proposes a 5’ type B buffer which includes 8 trees and 48 shrubs. 5 of the proposed trees are green buttonwood (10’ ht min, 2” cal min.) and 3 are existing pine trees within the detention area that were measured at 20”, 20”, and 18”. The proposed 48 shrubs are sea grape (10 gal. min, 60” ht. min., 48” o.c.) and they are placed at approximately top of bank area. The proposed is an increase of 4 trees over the requirements at time of original permitting and will be a significant improvement. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Proposed Deviation #8: (Level planting area – Eastern 5 foot buffer) “Deviation 8 seeks relief from LDC 4.06.02.D.2 which requires a minimum 5 foot wide 10:1 level planting area to instead allow for 3 feet of 10:1 level planting area and 2 feet of 4:1 planting area for the northern 69 feet of the eastern proposed 5 foot buffer.” Petitioner’s Justification: The existing site provides a 5 foot wide buffer on a 4:1 slope along the full length of the eastern buffer. The existing eastern buffer is in the same area as requested for this deviation. The eastern 50 feet of the property is denoted as a portion of the 75’ buffer per exhibit B in OR 4993, PG 2277. However, this area is also existing critical dry detention serving the Green Tree Master Surface Water Management System which was permitted under Collier County SDP-84-015 in 1984. The original stormwater system serving the Green Tree Center and associated outparcels included a series of dry detention areas abutting Immokalee Road as well as Airport Pulling Road. This detention provided the required water quality and attenuation for 3.A.1 Packet Pg. 13 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 10 of 13 Revised: July 28, 2020 the entire shopping center and associated outparcels. During the history of this system Immokalee Road was widened to the detriment of the Green Tree Master Surface Water Management System. It impacted the dry detention areas within the Center that were abutting Immokalee Road. In 2014, under PL20140002636, draiange improvements for a project titled “Green Tree Shopping Center Drainage Improvements” utilized exfiltration trench to provide another outfall just south of the 7- Eleven property to improve the master system and reduce flooding within the shopping center. Within the stormwater report for those draiange improvements, section 3.1.2 in notes “the parking lot flooding is not eliminated, with the addition of the proposed interconnected pipes the depth of the flooding is reduced.” Therefore, it is critical that the existing detention area not be impacted. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1985. Proposed Deviation #9: (Vehicular use area) “Deviation 9 seeks relief from LDC 4.06.03.B.1, regarding vehicular use area, which requires at least 10 percent of the amount of vehicular use area onsite be devoted to interior landscape to instead allow 5.34 percent of the amount of vehicular use area to be provided as interior landscape area.” Petitioner’s Justification: The original SDP No. 90-238 required 615 SF of plantings per sheet 3 of the landscape plan in the upper left corner. It is requested for the redevelopment to allow 781 SF of interior landscape area which equates to 5.34% of vehicular use area. This is 166 SF over what was required in the original permit. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Landscaping and Environmental staff has evaluated the proposed deviation to the site plan and found no issue with consistency. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Proposed Deviation #10: (Loading spaces) “Deviation 10 seeks relief from LDC 4.05.06.A.4, regarding loading space location, which requires loading space to be accessible from the interior of the building it serves to instead allow the loading space to be located across the drive aisle of the front of the store.” Petitioner’s Justification Due to the site constraints it is requested that the loading area be allowed across the front drive aisle of the store. Deliveries are proposed during non-peak hours and it is anticipated this will not have any negative impacts to the proposed project. Per the records provided by Collier County Records department, specifically page 57 of the pdf record file, the information for the original SDP No. 90-238 denotes the loading zone section 8.28 is not 3.A.1 Packet Pg. 14 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 11 of 13 Revised: July 28, 2020 applicable for this project. Therefore providing the loading area as proposed is enhanced over what was required for the original permit. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Therefore, Zoning and Development Review staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. STAFF ANALYSIS: Staff has reviewed the requested against the established criteria for Site Plans with Deviations under LDC Section 10.02.03.F.7, and provide the below analysis. a. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district. Staff has described the existing land use pattern in the “Surrounding Land Use and Zoning” portion of this report. The proposed deviations will not change the permitted land uses and densities within the development. b. The proposed development is consistent with the Growth Management Plan. Staff is of the opinion that the project as proposed will remain consistent with GMP FLUE Policy 5.4 requiring the project to be compatible with neighborhood development. S taff recommends that this petition be deemed consistent with the FLUE of the GMP. The petition can also be deemed consistent with the CCME and the Transportation Element. Therefore, staff recommends that this petition be deemed consistent with the GMP, because uses are not changing with this amendment. c. The development shall have a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole. The proposed deviations will not change the permitted land uses and densities within the development. Staff is of the opinion that the proposed improvements will have beneficial effect for the surrounding neighborhood and unincorporated Collier County for this currently developed property. d. The total land area within the development and the area devoted to each functional portion of the development shall be adequate to serve its intended purpose The proposed deviations will not change the current land area within the development and are adequate to serve the intended purpose. e. Streets, utilities, drainage facilities, recreation areas, sizes and yards, architectural features, vehicular parking and loading facilities, sight distances, landscaping and buffers shall be appropriate for the particular use involved. 3.A.1 Packet Pg. 15 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 12 of 13 Revised: July 28, 2020 The proposed project is to redevelop the site for that includes a 3,155 SF convenience store, new fuel tanks, 4 fuel pumps, a canopy over the fuel pumps, and associated site infrastructure. This reconstruction project will further redevelop and enhance the subject property and will function the same. Staff is of the opinion that these deviations will meet the purpose and intent of the LDC regulations. f. Visual character of the project shall be equal or better in quality than that required by the development standards for the zoning district. The visual character of the project shall be better in quality than the existing project before redevelopment and after it was first permitted. The proposed project will be to redevelop the site with a larger convenience store, new fuel pumps and a fuel pump canopy. The visual character of the project site will be better in quality than the existing project site. g. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee. At time of the Site Development Plan Amendment and Building Permit processing, the proposed development improvement is subject to reliable and continuing maintenance requirements as well as standard confirmation and authorization of common ownership(s). h. Deviations shall be clearly delineated in the petition and shall be the minimum required to achieve the goals of the project and comply with these standards. Staff finds that the deviations are clearly delineated and is the minimum required to achieve the goals of the gas station redevelopment project. i. The petitioner has provided enhancements to the development. The project development has provided enhancements by means of additional stormwater capacity. The development will provide an additional one half inch over the draiange basin on the 7-Eleven property as compared to no additional stormwater detention on the site today. The project site also enhances the architectural, pavement, stormwater conveyance, and landscaping over items which exist today. The proposed development also proposes an appropriate pedestrian connection to a public right of way which it does not have today. j. Approval of the deviation(s) will not have an adverse effect on adjacent properties. Staff has described the existing land use pattern in the “Surrounding Land Use and Zoning” portion of this report. Further, based on the information provided in the application the proposed deviations are requested to maintain existing conditions at the site. The project will not adversely affect adjacent properties. 3.A.1 Packet Pg. 16 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven - 34805 - DR-PL20190001247 Page 13 of 13 Revised: July 28, 2020 Landscape Review: The Landscape Review Division provided their review in the Deviations section of the report. Environmental Review: Environmental Planning staff has reviewed this petition. Preservation of native vegetation is not required since the property has been developed and does not contain native vegetation or listed species. 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. Conservation and Coastal Management Element (CCME): Environmental review staff has found this project to be consistent with the Conservation & Coastal Management Element (CCME). The project site is not required to set aside a preserve area. STAFF RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner approve 7-Eleven - 34805., Site Plan with Deviations, DR-PL20190001247, with the following condition: 1. The 7-Eleven – 34805, Site Plan with Deviations, shall be limited to that which is depicted on the “7-Eleven No. 34805 Site Plan with Deviations – Revised 02-2020,” prepared by Q. Grady Minor and Associates, P.A. Attachments: A. 7-Eleven No. 34805 Site Plan with Deviations – Revised 02-2020 B. Landscape Plans C. Administrative Parking Reduction (APR), PL20190001647 D. Application/Backup Materials 3.A.1 Packet Pg. 17 Attachment: 7-Eleven #34805 Staff Report (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) WYNDEMEREGOLDEN GATECITYVINEYARDSLIVINGSTON WOODSISLANDWALKHERITAGEGREENSPEBBLEBROOKELAKESOLD CYPRESSLONGSHORELAKESCARLTONLAKESWILSHIREVILLAGE WALKAUDUBONSTERLINGOAKSMEDITERRAQUAIL WESTQUAIL CREEKPELICAN STRANDIMPERIAL GOLFESTATESWILLOUGHBYACRESPALMRIVERCOLLIERRESERVEFOURSEASONSVICTORIAPARKPELICANMARSHPELICANMARSHNAPLES PARKVANDERBILTBEACHBEACH WALKPAVILIONPELICANBAYMONTEREYTHE CROSSINGSWALDEN OAKSINDUSTRIALPARKKENSINGTONNAPLES BATH& TENNISGREY OAKSPOINCIANAVILLAGEMOORINGSPARKSHOREPARKWORLDTENNISCENTERSUMMERWINDTALLPINESPINERIDGELAKESCARLTONLAKESWILLOUGHBYACRESPALMRIVERFOURSEASONSVICTORIAPARKFrank BlvdImmokalee Rd Liningston RoadAirport Pulling Road Owner/Developer:Revisions7-Eleven, Inc.Grant Distel,Assistant Secretary,Sr. Development Directory3200 Hackberry RoadIrving, Texas 75063Tel: (214) 965-0990Location MapPrepared by:GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144ZZZ.GradyMinor.coP Fort Myers: 239.690.4380GradyMinor 7-Eleven No. 34805Site Plan With DeviationsLocated in Collier County, Section 26, Township 48 South, Range 25 East7-Eleven No. 34805 Site Plan With Deviations SDPALocation MapVicinity MapPROJECTSITEPROJECTSITEIndex of SheetsDwg. No.Description1COVER SHEET AND INDEX OF SHEETS2SITE PLAN WITH DEVIATIONS - SHEET14SCHEDULE OF DEVIATIONSPROPERTY DESCRIPTION5ZONING DATA AND LANDSCAPE BUFFER TABLE3SITE PLAN WITH DEVIATIONS - SHEET 23.A.2Packet Pg. 18Attachment: Attachment A - 7-Eleven No. 34805 Site Plan with Deviations - Revised 02-2020 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) ZONE X 500ZONE X7-ELEVENGASPUMPSZONED: PUDUSE: EX. WENDYS RESTAURANTPLAT: TRACT 'C'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'AIRPORT PULLING ROAD N. STATE ROAD NO. 31 (PUBLIC) GREENTREE SHOPPING CENTER ZONED: PUD USE: EX. DRY DETENTION AREA PLAT: TRACT 'D' UNDERGROUND TANKS 35261DRYDETENTIONAREASERVINGMASTERSWMSYSTEM741098010'20'5'SCALE: 1" = 10'GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144ZZZ.GradyMinor.coP Fort Myers: 239.690.4380EX. PAVEMENTPROP. PAVEMENTEX. SIDEWALKPROP. SIDEWALK/CONCRETEPROP. BOARDWALKDEVIATION#NOTE:3.A.2Packet Pg. 19Attachment: Attachment A - 7-Eleven No. 34805 Site Plan with Deviations - Revised 02-2020 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'AIRPORT PULLING ROAD N. STATE ROAD NO. 31 (PUBLIC)010'20'5'SCALE: 1" = 10'GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144ZZZ.GradyMinor.coP Fort Myers: 239.690.4380EX. PAVEMENTPROP. PAVEMENTEX. SIDEWALKPROP. SIDEWALK/CONCRETEPROP. BOARDWALKDEVIATION#NOTE:3.A.2Packet Pg. 20Attachment: Attachment A - 7-Eleven No. 34805 Site Plan with Deviations - Revised 02-2020 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144ZZZ.GradyMinor.coP Fort Myers: 239.690.4380SCHEDULE OF DEVIATIONS“”“”“”“”“”“”“”3.A.2Packet Pg. 21Attachment: Attachment A - 7-Eleven No. 34805 Site Plan with Deviations - Revised 02-2020 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151Cert. of Auth. LB 0005151Business LC 26000266Q. Grady Minor and Associates, P.A.3800 Via Del ReyBonita Springs, Florida 34134 Bonita Springs: 239.947.1144ZZZ.GradyMinor.coP Fort Myers: 239.690.4380ZONING DATADIRECTIONEXISTING DEVELOPMENTEXISTING ZONINGYARDDESIGNATIONSETBACK PER LDC5.05.05 (ALLSTRUCTURES)PROVIDEDCONVENIENCE STORESETBACK (FT)PROVIDED FUELCANOPYSETBACK (FT)PROVIDEDDUMPSTERENCLOSURESETBACK (FT)NORTHWENDY'SGREEN TREE CENTERPUDSIDE401012310SOUTHEX. PRIMARY INGRESS/EGRESS FORSHOPPING CENTERGREEN TREE CENTERPUDSIDE4014241163EASTEX. PORTION OF TRACT 'D'PB 19, PGS 26-31(DRAINAGE EASEMENT)GREEN TREE CENTERPUDFRONT505088135WESTEX. SHOPPING CENTER PARKINGAND DRIVE AISLEGREEN TREE CENTERPUDREAR40503510 A DEVIATION IS BEING REQUESTED UNDER COMPANION DR. SEE LIST OF DEVIATIONS SHEET 3 OF 4LANDSCAPE BUFFERPER ORD NO. 81-58, SECTION 3.7, AS REQUIRED BY ZONING ORDINANCE IN EFFECT AT TIME OF PERMITTING. SECTION 5.05.05.E DOES NOT APPLY SINCETHE PROPERTY IS NOT ABUTTING A RIGHT OF WAY . THE EASTERN PROPERTY LINE IS ABUTTING TRACT 'D' WITHIN THE GREEN TREE CENTER PLAT WHICHIS COMMERCIAL. THEREFORE, LANDSCAPE REGULATIONS ARE PER SECTION 4.06.02, TABLE 2.4, AS NOTED IN THE LDC SECTION 5.05.05.E2, SUBJECTPROPERTY IS NOTED AS AUTOMOBILE SERVICE STATION (NO. 14) ON TABLE 2.4.DIRECTIONEX. DEVELOPMENTADJACENT PROPERTY USE PERTABLE 2.4REQUIREMENTPROPOSEDNORTHEX. WENDY'S RESTAURANTCOMMERCIAL (NO. 7)15' TYPE 'B'10' TYPE 'B'SOUTHEX. PRIMARY INGRESS/EGRESS FORSHOPPING CENTERVEHICULAR (NO. 11)10' TYPE 'D'10' TYPE 'D'EASTEX. DRAINAGE EASEMENT (PORTIONOF TRACT 'D' OF SHOPPING CENTER)COMMERCIAL (NO. 7)15' TYPE 'B'5' TYPE 'B'WESTEX. SHOPPING CENTER PARKING ANDDRIVE AISLECOMMERCIAL (NO. 7)15' TYPE 'B'10' TYPE 'B' A DEVIATION IS BEING REQUESTED UNDER COMPANION DR. SEE LIST OF DEVIATIONS ON SHEET 3 OF 4*********3.A.2Packet Pg. 22Attachment: Attachment A - 7-Eleven No. 34805 Site Plan with Deviations - Revised 02-2020 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 1.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 08/22/20192.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 11/19/2019REVISIONSG:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:47 AM GradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannersBonita Springs239.947.1144Fort Myers239.690.4380www.GradyMinor.comDATE: July, 2019LANDSCAPE PLANS7-ELEVEN NO. 34805SHEET1 OF 47-ELEVEN NO. 34805 COVER SHEET COLLIER COUNTY, FL LANDSCAPE ARCHITECTURAL PLANSTABLE OF CONTENTSDwg. No.Description1COVER SHEET2SDPA LANDSCAPE PLAN3SDPA PLANT SCHEDULE & SPECIFICATIONS4SDPA DETAILS SHEETCOLLIER COUNTY, FL, AMENDMENT TO THE SDP# 90-238for02000'4000'1000'SCALE: 1" = 2000'TOLL FREEINVESTIGATEBEFORE YOUEXCAVATE1-800-432-4770NOTICE BEFORE YOU EXCAVATE.MIN. OF 2 DAYS AND MAX. OF 5 DAYSFL. STATUTE 553.851 (1979) REQUIRES"CALL SUNSHINE"LOCATION MAPSCALE: 1" = 2000'VACINITY MAPSCALE: 1" = 300'Owner/Developer:7-Eleven, Inc.Grant Distel,Assistant Secretary, Sr.Development Directory3200 Hackberry RoadIrving, TX 75063Tel: (214) 965-0990IMMOKALEE ROAD (C.R. 846)VANDERBILT BEACH ROAD (C.R. 862)PINE RIDGE ROAD (C.R. 896)TAMIAMI TRAIL (U.S. HWY 41) GOODLETTE - F R A N K R O A D ( C . R . 8 5 1 ) AIRPORT-PULLING ROAD LIVINGSTON ROAD PROJECTSITEIMMOKALEE ROAD (C.R. 846)AIRPORT-PULLING ROADPROJECTSITE0300'600'150'SCALE: 1" = 300'3.A.3Packet Pg. 23Attachment: Attachment B - Landscape Plan - Revised 11-2019 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 5' TYPE 'B' BUFFER190 LF PER ORDINANCE 81-58, SECT. 3.7SIGNPROPOSED BUILDING3,305sfUTIL: WATER LINEUTIL: SAN-SEWER LINEUTIL: WATER LINEUTIL: STORM LINEUTIL: STORM LINEVUAVUAVUA3:1VUAINGRESS / EGRESS DRIVE(PRIVATE ENTRY DRIVE INTO PARKING LOT)AIRPORT-PULLING ROAD UTIL: BURIED ELECTEXISTINGSLASH PINEPARKING LOT AISLE PARKING LOT AISLE CE510' TYPE 'D' BUFFER76 LF PER ORDINANCE 81-58, SECT. 3.710' TYPE 'B' BUFFER97 LF PER ORDINANCE 81-58, SECT. 3.7QV3RBT10' TYPE 'B' BUFFER125 LF PER ORDINANCE 81-58, SECT. 3.7RBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTBLDBLDSIGN VISIBILITY TRIANGLESIGN VISIBILITY TRIANGLECHR231OVERHEAD LINESCHR224RBTBPP: 274sfBPP: 246sfRBTSAFE SIGHT DISTANCE TRIANGLES(Sect 4.06.01.D.1)10'10'10'10'10'10' 10'10'SAFE SIGHT DISTANCE TRIANGLES(Sect 4.06.01.D.1)PROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINE 10' LBE 10' LBE5' LBE10' LBEHYDR10' UE10' UEEOPEOPBOC EOPBOCEOPBOCEOPBOCEOPBOCEOPBOCEOPBOC EOP BOC EOP BOC WALKWALKWALK BOARDWALKINT: 267sfEXISTING SIDEWALK EXISTING SIDEWALK R.O.W. LINE EOP BOC EXISTING SIDEWALK FPLDUMPSTER10' CUE 10' UE10' UE10' UE10' UE INT: 408sfLPRETENTION AREA RETENTION AREA LPLPSODSODSODSODSODSODSODSODSODEXISTING SODEXISTING SODVUACE1VUAADJACENT PARCELUSE: COMMERCIALADJACENT PARCEL, USE: COMMERCIALADJACENT PARCEL, USE: COMMERCIALADJACENT PARCELUSE: COMMERCIALEXISTINGSLASH PINEEXISTINGSLASH PINEEXISTINGCABBAGE PALMEXISTING SODWALKLP CE1UTIL: WATER LINEUTIL: STORM LINEUTIL: STORM LINELPLPLPBPP: 89sfBS31CESP347.5'74.2'20MUHCLU1742CHR9CHRCHR6CE55CE48COC39IXC24CHR29PSYINT: 106sf1.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 08/22/20192.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 11/19/2019SCALE: 1" = 10'N O R T HREVISIONS GradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannersBonita Springs239.947.1144Fort Myers239.690.4380www.GradyMinor.com7-ELEVEN NO. 34805 SDPA LANDSCAPE PLAN COLLIER COUNTY G:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:50 AM SHEET2 OF 4DATE: July, 2019SLEEVESSLEEVESCRWIRRIGATION VALVES (TYP)IRRIGATION VALVES (TYP)IRRIGATION MAIN LINEIRRIGATION MAIN LINEIRRIGATION CONTROLLERAND SENSORSSLEEVESSLEEVES223.A.3Packet Pg. 24Attachment: Attachment B - Landscape Plan - Revised 11-2019 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) TREESCODEQTYBOTANICAL NAMECOMMON NAMEHT. AND SPR.CALSPEC.BS3Bursera simarubaGumbo Limbo10` ht x 4' spd. min.2" cal. min.Full CrownCE18Conocarpus erectusGreen ButtonwoodStandard, 10` ht x 4' spd. min.2" cal. min.Full CrownQV3Quercus virginianaSouthern Live Oak10` ht x 4' spd. min.2" cal. min.Full CrownSP3Sabal palmettoCabbage Palm10` ct min.BootedStaggd. Hts., Tied HeadsSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMESIZEHT. AND SPR.SPACINGCHR255Chrysobalanus icaco `RT`Red Tip Cocoplum10 gal. min.60" ht. min.48" ocCHR81Chrysobalanus icaco `RT`Red Tip Cocoplum3 gal. min.24" ht. min, at install36" ocCLU17Clusia guttiferaSmall Leaf Clusia10 gal. min.60" ht. min.48" ocCOC48Coccoloba uviferaSea Grape10 gal. min.60" ht. min.48" ocMUH20Muhlenbergia capillarisPink Muhly3 gal. min.24" ht. min, at install36" ocPSY29Psychotria nervosaWild Coffee3 gal. min.24" ht. min, at install36" ocSHRUB AREASCODEQTYBOTANICAL NAMECOMMON NAMESIZEHT. AND SPR.SPACINGIXC39Ixora coccinea `Petite Orange`Dwarf Orange Ixora3 gallon min.18" ht min., Full18" o.c.PLANT SCHEDULE: SDPASOD and MULCHSOD1TBDSOD ALL PROPOSED SOD BEDS WITH STENOTAPHRUM SECUNDATUM - ST. AUGUSTINE FLORATAM SOD NOTED AS "SOD" ON PLAN.ALL OTHER DISTURBED AREAS WITH PASPALUM NOTATUM - BAHIA SOD, NOTED AS "BAHIA SOD" ON PLAN.CONTRACTOR TO SUBMIT QUANTITIES.MULCHTBDFORESTRY SERVICES COLLIER COUNTY BROWN, OLD FLORIDA BLEND MULCH, OR APPROVED OTHER HARDWOOD MULCHNO CYPRESS MULCH PERMITTEDSHREDDED, 3" THICK, ALL PLANT BEDS AND TREES RINGS (4') DIAMETER WITHIN SOD BEDS.CONTRACTOR TO SUBMIT QUANTITIES.1.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 08/22/20192.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 11/19/2019REVISIONSGradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannersBonita Springs239.947.1144Fort Myers239.690.4380www.GradyMinor.com7-ELEVEN NO. 34805 SDPA PLANT SCHEDULE & SPECIFICATIONS COLLIER COUNTY G:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:53 AM DATE: July, 2019SHEET3 OF 4 IRRIGATION LEGEND ZONE / VALVE LABEL: "H" or "L" for High or Low Water Use#" Irrigation Meter# Station Irrigation ControllerRain and Wind Sensor SwitchesIrrigation ValveIrrigation Main LineSleeving Locations (See Irrigation Notes #4 & 5)MCRWIRRIGATION NOTES:1.The site is to contain 100% Irrigation Coverage via an efficient system utilizing standards common to the industry.2.The Irrigation system is to be controlled by a rain and/or wind sensor switch connected to the System controller. Thelocation of the System controller is to be verified and coordinated as necessary to provide access and electricalconnection(s).3.Verify Pump and Equipment Locations with Owner.4.Irrigation sleeving locations indicated are diagrammatic and serve only as a guide for installation purposes. Irrigationsleeving is to be a minimum of Schedule 40 PVC two times the size of irrigation pipe. This work is to be coordinated by theGeneral Contractor. Sleeving shall be clearly marked, flagged, or otherwise delineated above grade to avoid damage andprovide ease of location for future use. Sleeving shall be utilized in areas where piping must cross a greater than 5' width,such as roads and walks.5.Irrigation Contractor to verify all sleeving locations with the Owner / Developer / General Contractor prior to installation of allsubsurface and proposed impervious surfaces. This Irrigation Plan is CONCEPTUAL for Code Minimum Purposes and willneed further detailing upon finalizing contracts from a selected Irrigation Designer / Landscape Architect of shoice.6.Avoid overspray on pavement, buildings, etc. Utilize pressure-compensating heads for elimination of aerosol spray (This isa standard feature of INST, Hunter spray heads).7.The design is based upon the following operating parameters: 60 GPM Max. and 40 PSI Min.-60 PSI Max.8.Pipe sizing shall be determined by the Friction Loss Method and water velocity shall not exceed 5 cubic feet per second.9.Constant pressure piping shall be SCH 40 PVC.10.The Irrigation Contractor shall supply As-built drawings and material cut sheets upon installation completion and as a termof Final Acceptance. This cost shall be accommodated in the bid.11.Zones shall be marked in the controller box and corresponding valves shall have affixed to the Valve Cover a waterproof,fade-resistant tag.12.Verify installation and parts warranty prior to Contract execution.13.Irrigation heads in planting beds shall be 12" pop-up minimum and 6" pop-up minimum in sod areas. Risers, if installed,shall be black pvc consistent with later piping. Verify remaining type(s), if necessary. Install quick couplers as required oras noted.14.This system shall be automated, provide a moisture sensing device, and will avoid the application (or indirect runoff ofirrigation water) of water to impervious areas.15.This system shall utilize bubblers on the required trees.16.The Irrigation Meter if required shall be supplied by the General Contractor.NO SCALERAIN-CLIKINSTALLATION DETAILWALLNOTE:MOUNT RAIN-CLIK ON ANY SURFACE WHERE ITWILL BE EXPOSED TO UNOBSTRUCTED RAINFALL,BUT NOT IN THE PATH OF SPRINKLER SPRAY.LEAD WIRES TO CONTROLLERNO SCALEWIND-CLIKINSTALLATION DETAILWALLWIND-CLIKLEAD WIRES TO CONTROLLERNOTE:WIND OBSTRUCTION SHOULD BE AVOIDED, OFCOURSE; HOWEVER, WHEN BUILDINGS ARE NEARBY,THE WIND-CLIK SHOULD BE LOCATED SO THATTHE PREVAILING WIND DIRECTION IS NOT OBSTRUCTED.GOING UP HIGH IS NOT ALWAYS NECESSARY;HOWEVER, IT IS A GOOD WAY TO AVOIDOBSTRUCTIONS. WIND SPEEDS OFTEN VARYACCORDING TO GROUND HEIGHT, AND FOR IRRIGATIONSYSTEM CONTROL THE WIND SPEED ABOUT 6 FEETABOVE GROUND WOULD BE A GOOD REPRESENTATIVEHEIGHT FOR THE WIND-CLIK PLACEMENT.PVC MAIN LINEPLASTIC VALVE BOXFINISH GRADEWITH COVERNO SCALEINSTALLATION DETAILFLOW-CLIKMASTER VALVEWIRES TOINTERFACEPANELNO SCALEINSTALLATION DETAILICC-PL3/4"(19mm) CONDUIT FOR 120/230 VAC1-1/4", 1-1/2" OR 2" (32, 40 OR 50mm)CONDUIT FOR VALVE WIRES13"min (33 cm)DOOR CLEARANCEICC CONTROLLERPLASTIC CABINET6-1/2"min. (16cm)HINGE PINCLEARANCE FORDOOR REMOVAL(LENGTH AS REQUIRED)POLY PIPEPOLY ELLPOLY ELLRUBBER COVERGEARED ROTORPVC LATERAL LINEPVC TEEFINISH GRADEPOLY PIPEINSTALLATION DETAILNO SCALEMODEL I-20 6"I-20 6" GEAR DRIVE3/4" STREET ELLSPRAY HEADFINISH GRADE1/2" STREET ELLPVC TEE(LENGTH AS REQUIRED)PVC LATERAL LINEINST-06 SPRAY HEADMODEL INST-06SWINGINSTALLATION DETAILNO SCALE1/2" STREET ELLS1/2" SCH 80 NIPPLESPRAY HEADFINISH GRADEINST-12 SPRAY HEADMODEL INST-12SWINGINSTALLATION DETAILNO SCALE1/2" STREET ELLSPVC LATERAL LINE(LENGTH AS REQUIRED)PVC TEE1/2" STREET ELL1/2" SCH 80 NIPPLEPVC LATERAL LINEPLASTIC VALVE BOXTO SPRINKLERSCONTROL WIRESCHEDULE 80 PVC NIPPLEMAIN LINE FITTINGMAIN SUPPLY LINEHUNTER ELECTRIC VALVEFINISH GRADEWITH COVER90° ELL-PVCNO SCALEINSTALLATION DETAILPGV1-GLOBETRIANGULAR LAYOUT TYPICALSPACING DEPENDENT ON PERFORMANCESPECIFICATION AND AVAILABLE WATER SUPPLYIRRIGATION HEAD TYPICALPVC LATERAL PIPINGSIZE TO BE DEPENDENT OF FLOWREQUIREMENTS OF IRRIGATION ZONEELECTRIC SOLENOID VALVECONTROLLED BY AUTOMATICTIME TYPICALSPRAY PATTERN OR ROTOR TRAVELTO BE ADJUSTABLE TO ELIMINATE OVER SPRAYONTO BUILDINGS, PAVEMENT OR EXISTINGNATIVE VEGETATION AREAS.TYPICAL SPRAY IRRIGATION ZONE DIAGRAMADD IRRIGATION HEADSAS NEEDED.ADD IRRIGATION BAYSAS NEEDED.IRRIGATION LAYOUT NOTES:1. ALL LAYOUTS TO USE TRIANGULAR HEAD TO HEAD SPACING TO ACHIEVE 100%COVERAGE OF REQUIRED AREA.2. SPRAY TYPE HEADS AND ROTOR TYPE HEADS TO UTILIAE3 THE SAME SCHEMATIC ZONE LAYOUTPATTERN (TRIANGULAR). HEAD SPACING TO BE DETERMINED BY HEAD TPE AND PERFORMANCESPECIFICAITONS.3. SPRAY HEAD ZONES AND ROTOR HEAD ZONES SHALL BE CONTROLLEDSEPERATELY BY AUTOMATIC CONTROL TIMER EQUIPPED WITH MINI-CLICK II RAIN SENSOR OREQUIVALENT. LANDSCAPE CALCULATIONSCALCULATIONREQUIREDPROVIDED1.VEHICULAR USE AREA (CHAPTER 4.06.03.B.1)AREA WITHOUT CURBING, LABELED AS "INT" AND "VUA"14,619sf x 0.10TREES: 1 / 250sf=1,462sf INTERIOR LANDSCAPING6 TREES* 781sf INTERIOR LANDSCAPING6 TREES2.RIGHT-OF-WAY LANDSCAPING (CHAPTER 4.06.02.C)76 LF TYPE 'D' BUFFER, R.O.W. ACCESS ROAD, LABELED AS "RBT"TREES: 76 LF / 30,SHRUBS: 76 LF / 3 x 2=3 TREES,51 SHRUBS3 TREES,51 SHRUBS3.PERIMETER BUFFERING (CHAPTER 4.06.02.C)125 LF TYPE 'B' BUFFER, NORTH, LABELED AS "RBT"TREES: 125 LF / 25,SHRUBS: 125 LF / 4=5 TREES,31 SHRUBS5 TREES,31 SHRUBS190 LF TYPE 'B' BUFFER, EAST, LABELED AS "RBT"TREES: 190 LF / 25,SHRUBS: 190 LF / 4=8 TREES,48 SHRUBS8 TREES(3 EXISTING + 5 PROPOSED),48 SHRUBS97 LF TYPE 'B' BUFFER, WEST, LABELED AS "RBT"TREES: 97 LF / 25,SHRUBS: 97 LF / 4=4 TREES,24 SHRUBS4 TREES,24 SHRUBS4.BUILDING PERIMETER PLANTINGS (CHAPTER 4.06.05.C)COMM., RESIDENTIAL (w/ 3+ UNITS), RETAIL/OFFICE IN INDUST. BLDGS,50% MAX MAY BE LOCATED WITHIN PERIMETER BUFFERS (4.06.05.C.5)BUILDING LESS THAN 10,000sf, LABELED AS "BLD" AND "BPP"(74.2+74.2+47.5+47.5) x 0.25 x 10'1 TREE/PALM per 300sfTrees/Palms @ 10' oa ht / 10' CT,Planting bed = 5' min. width=609sf PLANTING2 TREES609sf PLANTING2 TREES5.LANDSCAPE REQUIREMENTS (CHAPTER 4.06.05.B)INDUSTRIAL / COMMERCIAL: TREES: 1 / 3,000sf PERVIOUS LOT AREA(EXISTING & OTHER CODE REQUIRED LANDSCAPING MAY BE CREDITED)14,385sf / 3,000=5 TREES(TOTAL MINIMUM)5 TREES(TOTAL MINIMUM)Section 4.06.05.D - Plant Material Standards:1. Quality. Plant materials used to meet the requirements of this section 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 Agricultural, State of Florida (as amended). Root ball sizes on all transplanted plant materials shall also meet state standards.a. For sites South and West of US-41 all required landscaping shall be 100% native species as determined by accepted valid scientific reference. For sites South and West of I-75and North and East of US-41, a minimum of 75% native trees and 50% Native shrubs are required. For sites North and East of I-75, a minimum of 75% native trees and 35%native shrubs are required. (Link to "Recommended Collier County Native Plant list" and "Native Required Planting Map").2. Trees and Palms. All required new individual trees, shall be species having an average mature spread or crown of greater than 20 feet in the Collier County area and havingtrunk(s) which can be maintained in a clean condition over five feet of clear wood. Trees adjacent to walkways, bike paths and rights-of-way shall be maintained in a clean conditionover eight feet of clear wood. Trees having an average mature spread or crown less than 20 feet may be substituted by grouping the same so as to create the equivalent of 20-footcrown spread. For code-required trees, the trees at the time of installation shall be a minimum of 25 gallon, ten feet in height, have a 1¾-inch caliper (at 12 inches above the ground)and a four-foot spread.a. A grouping of three palm trees will be the equivalent of one canopy tree. Exceptions will be made for Roystonea spp. and Phoenix spp. (not including roebelenii) which shallcount one palm for one canopy tree. Palms may be substituted for up to 30 percent of required canopy trees with the following exceptions. No more than 30% of canopy treesmay be substituted by palms (or palm equivalent) within the interior of a vehicular use area and within each individual Type 'D' Road Right-of-Way Landscape Buffer. Palmsmust have a minimum of 10 feet of clear trunk at planting.b. All new trees, including palms, shall be of a species having an average mature height of 15 feet or greater.Section 4.06.05.C - Building Foundation Planting:All commercial buildings , residential buildings with 3 or more units, and retail and office uses in industrial buildings shall provide building foundation plantings in the amount set forthin table 4.06.05.C. and illustration 4.06.05.C. These planting areas shall be located adjacent to building entrance(s), primary façades , and/or along façades facing a street . Forprojects subject to architectural design standards, see LDC sections 5.05.08 E.—F. for related provisions.1.Retail and office buildings shall have foundation plantings on at least 3 building façades. Plantings shall occur along at least 30 percent of each these façade lengths.2.Minimum planting area width for trees and palms shall be 8 feet.3.Building foundation plantings shall be covered with shrub, ground cover, raised planter boxes, and ornamental grass plantings, except as provided in Item 9, below.4.Sidewalks may occur between the building and foundation planting areas. Sidewalks may also occur between foundation planting areas and planted islands that meet criterion 7.below.5.A maximum of 50 percent of the required foundation planting may be located in perimeter buffers.6.Water management areas shall not occur in foundation planting areas.7.Parking lot islands shall not be used to meet building foundation planting area requirements, except for islands contiguous to foundation planting areas that exceed minimumwidth requirements.8.Buildings with overhead doors and/or open vehicular use areas along building perimeters that are visible from any road, access, or residence shall provide a Type B landscapebuffer or approved equivalent along the entire perimeter opposite these features. The required foundation plantings for these buildings shall be reduced by 20 percent.9.All projects may use the following alternatives to meet the requirements of table 4.06.05 C.:a.Turf grass may be used for up to 30 percent of the building foundation planting area when required tree heights are increased by 2 feet.b.Decorative paving areas incorporating courtyards, walkways, water features, plazas, covered seating and outdoor eating spaces may be used to meet up to 20 percent of therequired building foundation planting area.c.Vine planted arbors, wall planters, and trellis structures may be used to meet up to 15 percent of the required building foundation planting area.Section 4.06.05.H - Installation and Selection Requirements of Plant Materials:2. Limerock located within planting areas shall be removed and replaced with native or growing quality soil before planting. A plant's growth habit shall be considered in advance ofconflicts which might arise (i.e. views, signage, overhead power lines, lighting, sidewalks, buildings, circulation, etc.). Trees shall not be placed where they interfere with sitedrainage, subsurface utilities, or where they shall require frequent pruning in order to avoid interferences with overhead power lines and buildings.a.An approved root barrier system shall be installed when the following occurs:i. Large canopy trees are planted closer than 15 feet to a building.ii. Large canopy trees are planted closer than 10 feet to a sidewalk, underground utility or paved area with no curbing or curbing which extends less than 18 inches belowgrade.b.Tree and parking lot/pole lighting locations shall be designed so as not to conflict with one another.i. Parking lot/pole lighting shall not be located in landscape islands with trees.ii. Parking lot/pole lighting shall be located a minimum of 12.5 feet from the trunk of a tree.3. Trees shall not be planted in areas that retain excessive quantities of water or will require excessive amounts of fill placed over the root system that will affect the health of thetree species. Required landscaping shall not be placed within easements without written approval from all entities claiming an interest under said easement.Utilities Standards Manual:Trees are to be offset from Water Mains by 5 feet.UTILITY PRUNING ZONELARGE TREES 50' OR TALLER: 50' MIN. SETBACKMED. TREES 14-'49' TALL: 30' MIN. SETBACKLARGE PALMS: 20' + FROND LENGTH35' TYP. HT.FPL - RIGHT TREE, RIGHT PLACENOT TO SCALEDETAIL DRAWN FROM FPL WEBSITE IMAGE, DATED: JULY 201922222* DEVIATION REQUEST FILED3.A.3Packet Pg. 25Attachment: Attachment B - Landscape Plan - Revised 11-2019 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 1.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 08/22/20192.REVISIONS PER COLLIER COUNTYCOMMENTS DATED 11/19/2019REVISIONSGradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannersBonita Springs239.947.1144Fort Myers239.690.4380www.GradyMinor.com7-ELEVEN NO. 34805 SDPA DETAILS SHEET COLLIER COUNTY G:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:53 AM DATE: July, 2019SHEET4 OF 4LANDSCAPE INSTALLATION NOTES:1.ALL PLANT MATERIAL MUST BE FLORIDA NO. 1.2.ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20-10-5 TABLETS AS PER THE MANUFACTURER'S SPECIFICATIONS INCONJUNCTION WITH NOTE #3.3.THE PLANTING SOIL SHALL BE THE APPROXIMATE PROPORTIONS AS FOLLOWS: 50% SAN AND 50% ORGANIC MATERIALCONSISTING OF NATIVE PEAT, WELL DECOMPOSED SAWDUST, LEAF MOLD AND TOP SOIL. IT SHALL PROVIDE A GOODPLIABLE AND THOROUGHLY MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATER-HOLDING CAPACITY. ITSHALL ALSO BE FREE OF ALL EXTRANEOUS DEBRIS, SUCH AS ROOTS, STONES, WEEDS, ETC.4.A SET OF CONSTRUCTION DOCUMENTS AND/OR APPROVED CODE-REQUIRED PLANS SHALL BE ON SITE AT ALL TIMES.5.ALL UTILITIES, EASEMENTS, RIGHT-OF-WAY, OWNERSHIP, AND/OR OTHER SURVEY DATA SHALL BE VERIFIED BY THEGENERAL CONTRACTOR, SITEWORK CONTRACTOR, AND/OR LANDSCAPE CONTRACTOR PRIOR TO THECOMMENCEMENT OF WORK.6.COMPLIANCE / PERMIT ACQUISITION AND/OR DISPLAY IS REQUIRED FOR CODE-RELEVANT REQUIREMENTS (SUCH AS,BUT NOT LIMITED TO: REMOVALS, TRIMMING, REPLACEMENT, ETC.).7.VERIFY PLANT QUANTITIES AND SPECIFICATIONS WITH THE LANDSCAPE ARCHITECT (ALSO REFERENCED AS "L.A."HEREAFTER). NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE NOTED. PLANTING PLANSHALL TAKE PRECEDENCE OVER 'PLANT LIST QUANTITIES.' THE L.A. RESERVES THE RIGHT FOR MATERIAL REJECTIONIF THE INSTALLATION DOES NOT CORRESPOND TO THE PLANT LIST 'SPECIFICATION / REMARK'.8.PLANT MATERIAL IS TO BE FLORIDA GRADE #1 MINIMUM AND FLORIDA FANCY FOR PLANT MATERIAL SPECIFIED AS"SPECIMEN." TREES ARE TO BE CONSIDERED SINGLE TRUNK AND MEET THE MINIMUM STANDARD FOR CODE WITHINTHE APPLICABLE JURISDICTION.9.SIZES/SPECIFICATIONS ARE CONSIDERED MINIMUM. INSTALLATION MATERIAL IS TO MEET OR EXCEED THESEREQUIREMENTS - VERIFY ANY DISCREPANCY PRIOR TO MATERIAL PURCHASE, DELIVERY, AND/OR INSTALLATION.10.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF PLANT MATERIAL WITH THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION - CONTACT THE L.A. FOR SPECIFIC GUIDELINES. IF A SITE CONFLICT / POTENTIAL IS NOTED,NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO MATERIAL INSTALLATION. THE L.A. RESERVES THE RIGHT FORMATERIAL RELOCATION IF THE INSTALLATION DOES NOT CORRESPOND TO THE PLANTING PLAN.11.THE LANDSCAPE CONTRACTOR AND/OR IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGED SITEUTILITIES, INFRASTRUCTURE, ETC. REPAIR / REPLACE SHALL BE A REQUIREMENT.12.VERIFY SITE REMOVALS, RELOCATIONS, AND/OR PROTECTED ITEMS PRIOR TO BID PREPARATION. THIS MAY INCLUDEBUT NOT BE LIMITED TO: SOD, SOIL, PLANT MATERIAL, STUMPS, ETC. THE LANDSCAPE CONTRACTOR SHALL BEREQUIRED TO COMPLETE WORK AS OUTLINED WITH THE PLANTING PLAN(S), SPECIFICATIONS, AND NOTES.13.QUANTITIES AND SPECIFICATION ARE SUBJECT TO ADJUSTMENT, RELOCATION, AND/OR REMOVAL DURING OR AFTERTHE INSTALLATION AND SUBSEQUENT APPROVAL PROCESS BY THE L.A.14.CONTRACTOR AND / OR LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXOTIC(S) OR NUISANCE PLANTS AS DEFINEDBY THE LOCAL AGENCY(IES) WHICH SHALL SUPERCEDE STATE REQUIREMENTS; HOWEVER, THE FLORIDA EXOTIC PESTPLANT COUNCIL (FLEPPC) AND/OR UF-IFAS STANDARDS SHALL BE USED AS A DATABASE TO JUSTIFY REMOVALS IF NOLOCAL ORDINANCE/CODE REQUIREMENT EXISTS.15.THE LANDSCAPE CONTRACTOR SHALL EXECUTE PRUNING VIA A CERTIFIED ARBORIST AND USING STANDARDS ASESTABLISHED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE. ALL PRUNING, UPON REQUEST, SHALL BEADVISED BY THE L.A.16.TREES AND PALMS OVER 9' IN HEIGHT SHALL BE STAKED.17.THE LANDSCAPE CONTRACTOR AND/OR IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR:A.PLANT WARRANTIES AND REPLACEMENTS, AS SPECIFIED WITHIN THEIR RESPECTIVE AGREEMENT(S)B.PLANT MATERIAL MAINTENANCE UNTIL "SUBSTANTIAL COMPLETION"C.PLANT MATERIAL PROTECTION ADEQUACYD.SCOPE OF WORK VERIFICATION AND EXECUTIONE.COORDINATION OF ALL SUBCONTRACTOR(S)18.THE OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: 1- PROVIDING FINAL GRADE, SITE ACCESS,SECURITY OF THE SITE 2- CONTRACT REVIEW AND ACCEPTANCE OF TERMS 3- PLANT / IRRIGATION MAINTENANCECOORDINATION 4- PAYMENT MILESTONES.GENERAL SDP NOTES:1.ALL PLANT MATERIAL MUST BE FLORIDA NO. 1.2.MULCH MIN. 2" LAYER (AFTER WATERING IN) REQUIRED, EXTENDING MIN. 12" RING FROM TRUNKIN ALL DIRECTIONS. 25% MAX. ALLOWABLE CYPRESS MULCH.3.BERMS FOR GRASS STABILIZED: MAX. 4:1 SLOPE, FOR GROUNDCOVER STABILIZED: 3:1 MAX.WITH THE TOE OF THE SLOPE SET BACK 5' FOR THE EDGE OF R.O.W./PROPERTY LINES. BERMSARE PERMITTED IN EASEMENTS PROVIDED WRITTEN APPROVAL RECEIVED FROM ALL INTERESTSUNDER SAID EASEMENT. BERMS ADJACENT TO I-75 HAVE EXEMPTIONS TO THESEREQUIREMENTS.4.STAKING RE-STAKED WITHIN 24 HOURS OF A BLOW OVER / STAKING FAILURE. REMOVE BETWEEN6 AND 12 MONTHS AFTER PLANTING.5.LIGHT POLES MIN. 12.5' FROM TREES.6.EASEMENTS WRITTEN PERMISSION MUST BE OBTAINED FOR ANY PLANTING.7.LIMEROCK SHALL BE EXCAVATED FROM PLANTING HOLES / PLANTING AREAS IN PARKING LOTS.8.SIGNAGE INDICATE TO REDUCE CONFLICTS.9.MAINTENANCE SHALL ABIDE BY ALL CODES. REMOVALS SHALL BE VERIFIED WITH PERTINENTCODES, SURVEYS, PER MITS, ETC. PRIOR TO ACTION.10.IRRIGATION 100% COVERAGE REQUIRED, TIMERS WITH AUTOMATIC OVERRIDES FOR RAIN,SEPARATE ZONING IS REQUIRED FOR DIFFERENT WATER USE AREAS, AND WATERING WITHINGUIDELINES ESTABLISHED BY THE SFWMD AND/OR LOCAL MUNICIPALITY.11.PLANTINGS PLANTINGS MUST BE A MINIMUM OF 24" FROM THE BACK OF CURB.PROHIBITED SPECIES LISTCommon Name:Scientific Name:RosewoodDalbergia sissooMurray red gumEucalyptus camaldulensisBenjamin figFicus benjaminaCuban laurelFicus microcarpaRose appleSyzgium jambosCork treeThespesia populneaWedeliaWedelia triobataChinese tallowSapium sebiferumStrawberry guavaPsidium cattleianumCommon guavaPsidium guajavaGlossy privetLiqustrum lucidumChinese liqustrumLiqustrum sineseGolden raintreeKoelreuteria elegansDay JessamineCestrum diurnumChinaberryMelia azederachSurinam cherryEugenia unifloriaSEE ALSO, NOTE 11 IN THE LANDSCAPE INSTALLATIONNOTES FOR ADDITIONAL EXOTIC PLANT RESOURCE(S).SPECIES TO BE REMOVEDCommon Name:Scientific Name:Melaleuca, paper treeMelaleuca quinquenerviaBrazilian pepper, Florida hollySchinus terebinthifoliusAustralian pinesAll Casuarina speciesEarleaf acaciaAcacia auriculiformisDowny rosemyrtleRhodomyrtus tomentosusTropical soda applesSolanum viarumWinged yam Dioscorea alataAir potato Dioscorea bulbiferaLantana Lantana camaraSeaside mahoeThespesia populenaScaevola Beach naupakaScaevola taccadaGuinea grassPancium maximumWoman’s tonqueAlbizia lebbeckBishopwoodBischofia javanciaCarrotwoodCupianopsis anacardioidesJava plumSyzygium cuminiNorfolk Island Pine*Araucaria heterophyllaRosary peaAbrus precatoriusLead treeLeucaena leucocephalaCeasarweedUrena LobataMaintain existing grade with thetree protection fence unlessotherwise indicated on the plans.2" x 6' steel postsor approved equal.Tree Protection fence:High density polyethylene fencingwith 3.5" x 1.5" openingsColor: Orange.Steel posts installed at 8' oc5" thicklayer of mulch.Notes:1- See specifications for additional treeprotection requirements.2- If there is no existing irrigation, seespecifications for watering requirements.3- No pruning shall be performed except byapproved arborist.4- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal.5- See site preparation plan for anymodifications with the Tree Protection Area.KEEP OUTTREE PROTECTIONAREA8.5" x 11" sign laminatedin plastic spaced every50' along the fence.4'-0"Crown drip line or other limit of Tree Protection area.See tree preservation plan for fence alignment.TREE PROTECTION ZONE (TPZ) DETAILNOT TO SCALETHIN BRANCHES AND FOLIAGE BY RETAININGNORMAL SHRUB SHAPE AS REQUIRED FORSPECIFIC VARIETY AT TIME OF PLANTING.DO NOT CUT ALL END TIPS.NEVER CUT EVERGREEN LEADER.3" DEPTH OF MULCHSHRUB SHALL HAVE THE SAMERELATION TO FINISH GRADE AS ITHAD TO PREVIOUS EXISTING GRADE.AGRIFORM TABLETS PERSPEC. WATER & TAMP TOREMOVE AIR POCKETSFINISH GRADE6" WATERING SAUCERFOR 6' HEIGHT SHRUBOR LARGER PLANTSLARGE SHRUB PLANTING DETAILNOT TO SCALE60°NOTE:SECURE BATTENS WITH 2 - 3/4" PLASTIC BANDS TO HOLDBATTENS IN PLACE DURING PLANTING PROCESS. DO NOTNAIL BATTENS TO PALM. HEIGHT OF BATTENS SHALL BELOCATED IN RELATION TO THE HEIGHT OF THE PALM FORADEQUATE BRACING. REMOVE BATTEN & BRACE AFTERHURRICANE SEASON IF PLANTS ARE PROPERLY ROOTED.90°90°(4) 2" x 4" P.T. WOOD BRACES90° APART. NAIL TO BATTENS2" x 4" x 36" P.T. STAKESECURE TO BRACEMIN. (4) 2" x 4" P.T. BRACES(2) 34" PLASTIC BANDS(8) 2" x 4" x 16" P.T. WOOD BATTENS(5) LAYERS OF BURLAP WRAPBETWEEN BATTEN AND TRUNKFINISHED GRADELARGE TREE STAKING DETAILSCALE: NTSNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.WIDTH: 2x ROOTBALLHOLD FINISHED GRADETO 3" TYPICAL TO ALLOWFOR MULCH OR SODSIDEWALK OR CURBSOD / MULCH AT PAVEMENT EDGENOT TO SCALE120PLAN 12012018" MIN.18" MIN.GREY WOOD12" MIN.12"THREE (3) TWO INCH LODGE POLE STAKES.INSTALL APPROXIMATELY 2" AWAY FROM THE EDGEOF THE ROOT BALL. STAKE LOCATION SHALL NOTINTERFERE WITH PERMANENT BRANCHES.3" MULCH, AS SPECIFIED. MINIMUM 24" FROM TRUNK32" NON-ABRASIVE RUBBER TIESBERM SOIL TO HOLD WATERFINISHED GRADE - SOD CONDITION(SEE GRADING PLAN)PREPARED PLANTING SOIL, AS SPECIFIEDB&B OR CONTAINER (SEE SPECIFICATIONSFOR ROOT BALL REQUIREMENTS)WIDTH: 2x ROOTBALLSMALL TREE STAKING - LODGE POLES (3)REMOVE ALL FRONDS HANGINGBELOW HORIZONTALNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.FIVE LAYERS OF BURLAP TOPROTECT THE TRUNKTWO STEEL BANDSTO SECURE BATTONSSIX 2"x4"x8" WOOD BATTONS@ 60° INTERVALS4"x4" WOOD BRACES. NAIL TOBATTONS AND FLAG AT MIDPOINT.USE 3 @ 120° INTERVALS3" MULCH AS SPECIFIED.24" MINIMUM FROM TRUNKBERM SOIL 6" TO HOLD WATER2"x4"x18" WOOD STAKESFINISHED GRADEPREPARED PLANTING SOIL, AS SPECIFIEDNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.LARGE (ROYAL) PALM STAKING DETAILSLENDER PALM INSTALLATION AND MAINTENANCENOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.PROVIDE AUGER HOLE TO BREAKTHROUGH COMPACTED FILL LAYERIF PITS DO NOT DRAIN FREELY.SOIL BACKFILL TO BE 50 / 50 MIXOF COARSE SAND (1.0 - 2.0 mm)AND EXISTING SOILBERM SOIL 6" TO HOLD WATER.REMOVE AFTER SIX MONTHS.3" MULCH, KEEP 6" AWAYFROM TRUNKPLANT TOP OF ROOT BALL SLIGHTLYABOVE FINISHED GRADEMULTI-TRUNK TREE PLANTING DETAILNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.2" NYLON STRAPPINGTHREE (3) 2"x2"x8" STAKES.PAINT / STAIN STAKES PRIORTO INSTALLATION A DARKGREEN COLOR (TYP.)3" MULCH, AS SPECIFIEDBERM SOIL TO HOLD WATERB&B OR CONTAINERIZED, AS SPECIFIEDPREPARED PLANTING SOIL, AS SPECIFIEDMULCH CONTINUES(SHRUB BED CONDITION)WIDTH: 2x ROOTBALL15' or less ROOT BARRIER ZONE:Building, sidewalk, or pavededges occurring within thiszone shall be protected andmaintained from tree rootswith the aid of a root barrierPLAN*THICKENED EDGE/SIDEWALK SECTION* ALTERNATE METHOD = SET ROOTBARRIER MATERIAL FLUSH AGAINSTSIDEWALK PER MANUFACTURERSPECIFICATION. VERIFY FOR CODECOMPLIANCE PRIOR TO INSTALLATION.18" MIN BELOW FINISHED GRADESIDEWALKPLANTING AREA18" MIN DEPTH 10' OR LESS TO SIDEWALK,PAVED AREA ORUNDERGROUNDUTILITY4" WIDE MIN REINFORCED SUBGRADE CURBMAX 2" BELOW ADJACENT GRADE. LANDSCAPE MAINTENANCE CONTRACTOR TO MONITOR ANDMAINTAIN THIS BARRIER INPERPETUITY.ALTERNATE SECTIONROOT BARRIER DETAILNOT TO SCALE4" MINWIDTHBARRIER/PROTECTION.SUITABLE ROOT ENGINEER FOR STRUCTURAL CONSULT BUILDING CONTRACTOR. LANDSCAPE LOCATIONS FOR THE THICKENED EDGE FLAG AND/OR MARK AREA CONTAINING SIDEWALK,PAVED AREA, ORUNDERGROUNDUTILITY10' o r le s s 20' RMin.20' Root BarrierZone (typ.)ROOT BARRIER (TYP.)BASE AND/OR SUBGRADE PERSTRUCTURAL ENGINEERNOTE: THE LANDSCAPE ARCHITECT SHALL BE HELD HARMLESS FROM ANY FUTURE ROOT DAMAGE TO CURBS, SIDEWALKS, UTILTIES, ROADWAYS OR BUILDINGS. OWNER SHALL TAKE FULL RESPONSIBILITY FOR REPLACING ENCROACHINGROOT SYSTEMS BY EITHER ADDING ROOT BARRIERS UPON THEIR DISCRETION OR REMOVING ENCROACHING TREES PRIOR TO DISRUPTION AND REPLACING WITH IN-KIND CODE MINIMUM REQUIRED TREES IN THEIR PLACE.FRONT:Clear to the streetBACK & S IDES :7.5 ' c lea rFIRE HYDRANT CLEARANCE DETAILN.T.S.variesEOPBOC 3.A.3Packet Pg. 26Attachment: Attachment B - Landscape Plan - Revised 11-2019 (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 27 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 28 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 29 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 30 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4Packet Pg. 31Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4Packet Pg. 32Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4Packet Pg. 33Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4Packet Pg. 34Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4Packet Pg. 35Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4Packet Pg. 36Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4Packet Pg. 37Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan 3.A.4 Packet Pg. 38 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 39 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 40 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 41 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 42 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 43 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 44 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 45 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 46 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4 Packet Pg. 47 Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.4Packet Pg. 48Attachment: Attachment C - APR - PL20190001647, 7-eleven #34805. (13190 : 7-Eleven - 34805 Site Plan Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com 7-Eleven Store No. 34805 (DR) PL20190001247 Application and Supporting Documents 3.A.5 Packet Pg. 49 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) Civil Engineers  Land Surveyors  Planners  Landscape Architects 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 G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\CL - Client Services.docx July 16, 2019 Client Services Collier County Growth Management 2800 N. Horseshoe Drive Naples, FL 34104 RE: 7- Eleven Store No. 34805 DR Application - PL20190001247 Dear Client Services: 7-Eleven Store No. 34805 encompasses 0.80 acres at the southwest intersection of Immokalee Road and Airport Pulling Road in Collier County, Florida. The proposed site is currently a Mobil Gas Station which was constructed under building permit number 85-3025 in 1985 with approximately an 856 SF convenience store, three associated gas pumps, and an associated canopy. In 1991 the site was updated to include an associated car wash, approximately 659 SF, under SDP 90-238. The proposed plan includes the demolition of the existing convenience store, car wash, canopy, and removal of existing fuel tanks. The proposed plan includes a 3,155 SF convenience store, new fuel tanks, 4 fuel pumps, a canopy over the fuel pumps, and associated site infrastructure. It is requested to allow a site plan with deviations for redevelopment in order to redevelop and enhance the project site. The project site is not platted and the current address is 10861 Airport Pulling Road. The project is, however, completely surrounded on all sides by the Green Tree Center Plat per Plat Book 19, Pages 26-31. To the eastern side of the property a 25 foot drainage easement within Tract D exists between the property boundary and the existing Right of way line for Airport Pulling Road. It is also a portion of a green space buffer per Ordinance Number 81-58. The property is zoned PUD per the aforementioned ordinance and is part of the master surface water management system within the Green Tree Center. This proposed application requests deviations from landscape buffers as well as required dimensional setbacks. Please see enclosed schedule of deviations as well as additional information listed below for further review. The project site conforms to LDC Section 10.02.03.F.7, Standards for Approval, please see enclosed document outlining the standards. This project includes a companion Site Plan Development Plan Amendment (SDPA) under PL20190001248, an Administrative Parking Reduction (APR), and a Right of Way Permit for the connection of a proposed sidewalk to the existing sidewalk along Airport Pulling Road. These permits will run concurrent with this Site Plan with Deviations request. 3.A.5 Packet Pg. 50 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) Client Services 7-Eleven Store No. 34805 July 16, 2019 Page 2 of 2 G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\CL - Client Services.docx Please find enclosed the following in support of this application: 1.Cover Letter with Narrative 2.Review Fee in the amount of $2,125.00 – to be paid online 3.Completed Application 4.Addressing Checklist 5.List of Deviations and Justifications 6.Site Plan with Deviations 7.Schedule of Deviations 8.Standards for Approval Narrative 9.Copy of SDPA Application and Plans 10.Pre-Application Meeting Notes 11.Affidavit of Authorization 12.Property Ownership Disclosure Form 13.Building Permit File 85-3025 (Original Mobil Station File) 14.PUD Ordinance 81-58 15.Boundary and Topographic Survey 16.Plans from SDP#90-238 (Mobil Car Wash Improvements) 17.Green Tree Center Plat (For Reference Only, Project Site is not platted) 18.Plans from PL#20140000301 (Taco Bell Dumpster Location) 19.Plans from SDP#92-33 (Wendy’s Dumpster Location) 20.Landscape Plans Please feel free to contact me should you require any additional information. Sincerely, Rachel J. Tracey, P.E. Project Manager RJT/jj 3.A.5 Packet Pg. 51 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 1/25/2019 Page 1 of 3 SITE PLAN WITH DEVIATIONS FOR REDEVELOPMENT LDC Section 10.02.03 F Ch. 6 I of the Administrative Code PROJECT NUMBER PROJECT NAME DATE PROCESSED APPLICANT INFORMATION Name of Property Owner(s): ______________________________________________________ Name of Applicant if different than owner: _________________________________________ Address: _______________________________City: ___________ State: ________ ZIP: ______ Telephone: ___________________ Cell: ______________________ Fax: __________________ E-Mail Address: ________________________________________________________________ Name of Agent(s): ______________________________________________________________ Firm: _________________________________________________________________________ Address: _______________________________City: ___________ State: ________ ZIP: ______ Telephone: ___________________ Cell: ______________________ Fax: __________________ E-Mail Address: ________________________________________________________________ CORRESPONDING SDP, SDPA, SIP INFORMATION This application shall be submitted in conjunction with one of the following: site development plan, site development plan amendment, or site improvement plan. PROJECT NAME/PL # IF KNOWN: ________________________________________________________ PLANNER/PROJECT MANAGER, IF KNOWN: ________________________________________________ DATE OF SUBMITTAL OF SDP/SDPA/SIP: __________________________________________________ To be completed by staff 3.A.5 Packet Pg. 52 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 1/25/2019 Page 2 of 3 INFORMATION REGARDING DEVIATION REQUESTS A site plan with deviations for redevelopment provides a means for a redevelopment project to seek dimensional deviations (excluding height), architectural deviations, and deviations from site features, such as but not limited to, landscaping, parking, and buffers, from the standards established in the LDC when the passing of time has rendered certain existing buildings, structures, or site features nonconforming. A site plan with deviations may be requested for the redevelopment of a site which meets the criteria for a site development plan, site development plan amendment or a site improvement plan as established in LDC section 10.02.03. Except for the requested deviations, the site plan shall comply with LDC section 10.02.03. In accordance with LDC section 10.02.03 F, “redevelopment” shall mean the renovation, restoration, or remodeling of a building or structure, or required infrastructure, in whole or in part, where the existing buildings, structures or infrastructure were legally built and installed. DEVIATION REQUESTS The application must address the follow requirements. Please attach the required narratives and explanations. 1. A narrative of the redevelopment project and how it is consistent with the standards for approval, LDC section 10.02.03 F.7. 2. Description of each requested deviation and justification for each request. Requested deviations shall be clearly delineated in the petition. The LDC section for which the deviation seeks relief from shall be identified. 3. Must provide a copy of the building permits and certificates of occupancy for all buildings subject to the DR application to verify the applicable Code at the time of construction. 4. Project enhancements to offset or minimize the deviations shall be clearly identified on the site plan and explanation provided. 5. Deviation Request types: Zoning Deviation Requests - Check all that may be impacted by the request. ❑ Dimensional standards (excluding height):___________________________________________________ ❑ Parking ❑ Architectural ❑ Landscape / Buffers ❑ Other site features: ____________________________________________________________________ Engineering Deviation Requests - Check all that may be impacted by the request. ❑ Stormwater ❑ Pathways ❑ Transportation Planning ❑Other site features: ____________________________________________________________________ 3.A.5 Packet Pg. 53 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DIVISION NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 1/25/2019 Page 3 of 3 SUBMITTAL REQUIREMENTS CHECKLIST REQUIREMENTS FOR REVIEW # OF COPIES REQUIRED NOT REQUIRED Completed Site Development Plan with Deviations for Redevelopment Application 1 Completed SDP/SDPA/SIP application and all associated materials, including all site plan documents. 1 Copy for the Pre-Application Notes, if not submitted with SDP/SDPA/SIP 1 Affidavit of Authorization, signed and notarized 1 Electronic Copy of all documents and plans on CD If application is being submitted as a paper submittal. Not required for electronic submittals. 1 ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARNG PROCESS: • At the completion of the review process by County review staff, the applicant shall submit all materials electronically to the designated planner. • Please contact the planner to confirm the number of additional copies required. FEE REQUIREMENTS  Site Plan for Redevelopment: $1,000.00  Estimated Legal Advertising Fee for the Office of the Hearing Examiner: $1,125.00 All checks payable to: Board of County Commissioners The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department/Zoning Division ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 3.A.5 Packet Pg. 54 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 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 Historical SDP 90-238 , 84-015 (Not approved at this time.) 3.A.5 Packet Pg. 55 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 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 00167480000 05/24/2019 3.A.5 Packet Pg. 56 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 57 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 58 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) Civil Engineers  Land Surveyors  Planners  Landscape Architects 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 G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\Deviation Justification.docx 7-ELEVEN STORE NO. 34805 LIST OF REQUESTED DEVIATIONS FROM LDC Revised 10.15.2019, Revised 1.14.2020, Revised 1.28.2020, Revised 2.17.2020 Deviation 1: Deviation from LDC 5.05.05.B.1, which requires a 40-foot side setback from property lines to all structures within the property, to instead allow an 10 foot side setback from the northern property line to the proposed convenience store building. JUSTIFICATION: Per the boundary and topographic survey there is an existing 658 SF car wash building on site that is 5.9 feet from the northern property line. Per record information this was constructed under SDP Permit number 90-238 which was approved in February 1991. Sheet 3 of 8 of the aforementioned plan set denotes the side setback at time of approval as 5 feet which is 35 feet less than today’s LDC code section 5.05.05. It is expected that the 5 foot setback was taken from the Green Tree Center PUD under Ordinance No. 81- 58, Section 3.3, which denotes the side yard setback shall be none or a minimum of five (5) feet with unobstructed passage from front to rear yard. As the PUD was silent on separate specific regulations for facilities with fuel pumps relief from Section 5.05.05 of the current LDC is requested. Therefore, to redevelop the property it is requested to utilize a side setback of 10 feet which is approximately 2 times over the setback which was permitted previously. It is expected at the time of PUD development and Mobil Station improvements the PUD setbacks governed this existing facility with fuel pumps. The adjacent facility along the site’s northern property line is a Wendy’s drive-thru restaurant open until 3:00 AM daily. The 24-hour 7-Eleven is unlikely to disrupt the neighboring Wendy’s while they both maintain late night hours. The likelihood of conflict due to decreased setbacks is further diminished as the distance from the proposed 7-Eleven building to the existing Wendy’s restaurant building surpasses the 40 foot setback requirements. As noted previously the existing setback from the northern property line to the existing carwash is under 5.9 feet. Additionally the placement of the proposed building will allow streamline flow of traffic along the 30 foot ingress/egress easement of the shopping center. The proposed site will only utilize 2 driveways rather than the existing 4 driveways. This is only accomplished by allowing the building in the proposed location. Deviation 2: Deviation from LDC 5.05.05.B.1, which requires a 40-foot rear setback from property lines to all structures within the property, to instead allow a 35-foot side setback from the west property line to the proposed fuel canopy. JUSTIFICATION: Per the boundary and topographic survey the existing Mobil convenience store is 37.3 feet from the western property boundary. This is less than required 3.A.5 Packet Pg. 59 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven Store # 34805 Deviation Justification February 17, 2020 Page 2 of 5 2 by today’s LDC section 5.05.05 for facilities with fuel pumps. Relief from 5 feet is requested based on the LDC and would be an additional 2.3 feet over existing conditions. Ordinance No. 81-58, Section 3.3, denotes the rear yard setback shall be 25 feet. If the PUD setbacks governed as it did in the original development the proposed plan would provide 10 additional feet for the setback to the fuel canopy. The west property line borders a 30 foot ingress/egress easement under Plat Book 19, Pages 26-31, which serves as drive aisles for the Green Tree Shopping Center. On the other side of the drive aisle is parking serving the shopping center. It is not anticipated that this setback will have an adverse effect the abutting ingress/egress easement. In fact, the redevelopment should reduce the effects on this easement by limiting the number of vehicular access points to the site from 4 to 2. The southern property boundary borders the same 30 foot ingress/egress easement. The existing fuel canopy is approximately 18.5 feet from the southern easement. The proposed western canopy setback is 16.5 feet over the existing southern setback. Deviation 3: Deviation from LDC 5.05.05.B.1, which requires a 40-foot side setback from property lines to all structures within the property, to instead allow a 10-foot side setback from the north property line to the proposed dumpster enclosure. JUSTIFICATION: The existing project site to be redeveloped currently includes a car wash which is 5.9 feet from the northern property line. This car wash setback was permitted under SDP #90-238 as a side setback per sheet 3 of the plan set. It denotes the side setback as 5 feet and the car wash building was constructed at 5.9 feet from the property line. Based on existing conditions it is requested to allow a 10 foot setback for the dumpster enclosure. This provides additional setback over what exists today and will enhance the redevelopment of the project site. This setback is also generally consistent with the setback for dumpster enclosures within other commercial Outparcels within the Green Tree Center Shopping Center. The existing Taco Bell dumpster enclosure that was permitted under PL20140000301 is permitted with a setback of 12 feet from the eastern property line and the Wendy’s dumpster enclosure permitted at 10 feet from the southern and western property lines under SDP #92-33. The proposed setback is consistent with LDC 5.03.04.A which notes that dumpsters and their enclosures may be within a required yard provided they do not encroach into a required landscape area. With the approval of Deviation 5 which proposes a 10 foot type B buffer the setback meets the intent of the dumpster and recycling code. The proposed dumpster location is also ideally located for ease of access for the solid waste hauler. Deviation 4: Deviation from LDC 5.05.05.B.1, which requires a 40-foot side setback from property lines to all structures within the property, to instead allow a 10-foot side setback from the west property line to the proposed dumpster enclosure. JUSTIFICATION: The proposed 10 foot setback is generally consistent with the setback for dumpster enclosures developed on other commercial outparcels within the Green Tree 3.A.5 Packet Pg. 60 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven Store # 34805 Deviation Justification February 17, 2020 Page 3 of 5 3 Center Shopping Center. The Wendy’s dumpster enclosure is permitted at 10 feet from the western property line under SDP#92-33 and the existing Taco Bell dumpster enclosure permitted under PL20140000301 is permitted with a setback of 12 feet from the eastern property line. The proposed setback is consistent with LDC 5.03.04.A noting that dumpsters and their enclosures may be within a required yard provided they do not encroach into a required landscape area. With the approval of Deviation 6, which proposes a 10 foot type B buffer, the setback meets the intent of the dumpster and recycling code. The proposed dumpster location is also ideally located for ease of access for the solid waste haulers. Deviation 5: Deviation from LDC 4.06.02.C, Table 2.4, which requires a 15-foot type ‘B’ landscape buffer between the existing commercial and the proposed automobile service station, to instead allow a 10-foot type ‘B’ buffer on the northern property line between the existing commercial site and the proposed automobile service station. JUSTIFICATION: Records provided by the Collier County records Department for file on SDP No. 90-238, specifically pdf pages 49-56 of the pdf document, detail the requirements at time of permit under SDP No. 90-238. The document denotes requirements are per Section 8.30 of Collier County Zoning Ordinance 82-2 prepared November 6, 1989. Based on these requirements and sheet 2 of the plan set for SDP No. 90-238 there was no required buffer on the north side of the property. Any landscape located on the northern property line was to count towards internal landscaping or the western buffer; specifically 1 provided slash pine for internal landscape requirements and 1 slash pine for the western buffer at the northwest corner of the site. The current plan proposes a 10-foot type B buffer, which per the calculation, includes 5 trees proposed as green button woods (10’ height minimum, 2” cal. min., 4” sprd. Min,) and 31 shrubs proposed as red tip cocoplum (10 gal. min, 60” height min, 48” o.c.). This is an extensive increase in landscaping over the original no buffer provided on the north side of the site. Deviation 6: Deviation from LDC 4.06.02.C, which requires a 15-foot type ‘B’ landscape buffer between the existing commercial and the proposed automobile service station, to instead allow a 10- foot type ‘B’ buffer on the western property line between the existing commercial site and the proposed automobile service station. JUSTIFICATION: Records provided by the Collier County records Department for file on SDP No. 90-238, specifically pdf pages 49-56 of the pdf document, detail the requirements at time of permit under SDP No. 90-238. The document denotes requirements are per Section 8.30 of Collier County Zoning Ordinance 82-2 prepared November 6, 1989. Based on this information the original landscape plan provided 4 trees along with a 5 foot wide strip with grass. The current project proposes a 10 foot wide type B buffer which provides 4 trees and 24 shrubs as required by a type B buffer per today’s LDC section 4.06.02.C. This is the same number of trees required for original permitting, but with the addition of shrubs. The proposed buffer will be enhanced with the addition of shrubbery over what was originally permitted. 3.A.5 Packet Pg. 61 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven Store # 34805 Deviation Justification February 17, 2020 Page 4 of 5 4 Deviation 7: Deviation from LDC 4.06.02.C, which requires a 15-foot type ‘B’ landscape buffer between the existing commercial and the proposed automobile service station, to instead allow a 5- foot type ‘B’ buffer along the eastern property line between the existing commercial site and the proposed automobile service station. JUSTIFICATION: Records provided by the Collier County records Department for file on SDP No. 90-238, specifically pdf pages 49-56 of the pdf document, detail the requirements at time of permit under SDP No. 90-238. The document denotes requirements are per Section 8.30 of Collier County Zoning Ordinance 82-2 prepared November 6, 1989. Per Section 2 of the requirement, required landscaping adjacent to interior property lines, the requirement is a five foot wide strip of land located parallel to the property line to include an average of 1 tree per each 50 linear feet of the interior property lines. Additionally, this area shall be landscaped with grass, ground cover, or other non-pavement material. The calculations in the top left corner of sheet 2 of the plan set under SDP No. 90-238 note 190 linear feet. The total linear foot area was then divided by 50 feet to determine the requirement of 4 trees. The calculations then denote 5 trees are provided by means of 5 existing pine trees of varying caliper (13”, 12”, 8”, 10”, and 8”). A hedge row of ilex galabra gall berry, 3 feet in height was also proposed on the eastern side of the existing eastern drive aisle across the property in the original permit. The hedge row was proposed at approximately 45 feet from the eastern property line. The trees were proposed as existing with varying distances of 30 feet to the eastern property line to 10 feet off the eastern property line. The 5 trees were in the depressed dry detention area which was approximately 2.5 feet lower than Airport Pulling Road. The hedge was at the top of bank area and approximate at the elevation of the project site and Airport Pulling Road right of way. The current project proposes a 5’ type B buffer which includes 8 trees and 48 shrubs. 5 of the proposed trees are green buttonwood (10’ ht min, 2” cal min.) and 3 are existing pine trees within the detention area that were measured at 20”, 20”, and 18”. The proposed 48 shrubs are sea grape (10 gal. min, 60” ht. min., 48” o.c.) and they are placed at approximately top of bank area. The proposed is an increase of 4 trees over the requirements at time of original permitting and will be a significant improvement. Deviation 8: Deviation from LDC 4.06.02.D.2 which requires a minimum 5 foot wide 10:1 level planting area to instead allow for 3 feet of 10:1 level planting area and 2 feet of 4:1 planting area for the northern 69 feet of the eastern proposed 5 foot buffer. JUSTIFICATION: The existing site provides a 5 foot wide buffer on a 4:1 slope along the full length of the eastern buffer. The existing eastern buffer is in the same area as requested for this deviation. The eastern 50 feet of the property is denoted as a portion of the 75’ buffer per exhibit B in OR 4993, PG 2277. However, this area is also existing critical dry detention serving the Green Tree Master Surface Water Management System which was permitted under Collier County SDP-84-015 in 1984. The original stormwater system serving the Green Tree Center and associated outparcels included a series of dry detention areas abutting Immokalee Road as well as Airport Pulling Road. This detention provided the required water quality and attenuation for the entire shopping center and associated outparcels. During the history of this system Immokalee Road was widened to the detriment 3.A.5 Packet Pg. 62 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven Store # 34805 Deviation Justification February 17, 2020 Page 5 of 5 5 of the Green Tree Master Surface Water Management System. It impacted the dry detention areas within the Center that were abutting Immokalee Road. In 2014, under PL20140002636, draiange improvements for a project titled “Green Tree Shopping Center Drainage Improvements” utilized exfiltration trench to provide another outfall just south of the 7-Eleven property to improve the master system and reduce flooding within the shopping center. Within the stormwater report for those draiange improvements, section 3.1.2 in notes “the parking lot flooding is not eliminated, with the addition of the proposed interconnected pipes the depth of the flooding is reduced.” Therefore, it is critical that the existing detention area not be impacted. Deviation 9: Deviation from LDC 4.06.03.B.1, regarding vehicular use area, which requires at least 10 percent of the amount of vehicular use area onsite be devoted to interior landscape to instead allow 5.34 percent of the amount of vehicular use area to be provided as interior landscape area. JUSTIFICATION: The original SDP No. 90-238 required 615 SF of plantings per sheet 3 of the landscape plan in the upper left corner. It is requested for the redevelopment to allow 781 SF of interior landscape area which equates to 5.34% of vehicular use area. This is 166 SF over what was required in the original permit. Deviation 10: Deviation from LDC 4.05.06.A.4, regarding loading space location, which requires loading space to be accessible from the interior of the building it serves to instead allow the loading space to be located across the drive aisle of the front of the store. JUSTIFICATION: Due to the site constraints it is requested that the loading area be allowed across the front drive aisle of the store. Deliveries are proposed during non-peak hours and it is anticipated this will not have any negative impacts to the proposed project. Per the records provided by Collier County Records department, specifically page 57 of the pdf record file, the information for the original SDP No. 90-238 denotes the loading zone section 8.28 is not applicable for this project. Therefore providing the loading area as proposed is enhanced over what was required for the original permit. 3.A.5 Packet Pg. 63 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) WYNDEMEREGOLDEN GATECITYVINEYARDSLIVINGSTON WOODSISLANDWALKHERITAGEGREENSPEBBLEBLAKESOLD CYPRESSLONGSHORELAKESCARLTONLAKESWILSHIREVILLAGE WALKAUDUBONSTERLINGOAKSMEDITERRAQUAIL WESTQUAIL CREEKPELICAN STRANDIMPERIAL GOLFESTATESWILLOUGHBYACRESPALMRIVERCOLLIERRESERVEFOURSEASONSVICTORIAPARKPELICANMARSHPELICANMARSHNAPLES PARKVANDERBILTBEACHBEACH WALKPAVILIONPELICANBAYMONTEREYTHE CROSSINGSWALDEN OAKSINDUSTRIALPARKKENSINGTONNAPLES BATH& TENNISGREY OAKSPOINCIANAVILLAGEMOORINGSPARKSHOREPARKWORLDTENNISCENTERSUMMERWINDTALLPINESPINERIDGELAKESCARLLAKWILLOUGHBYACRESPALMRIVERFOURSEASONSVICTORIAPARKFrank BlvdImmokalee Rd Liningston RoadAirport Pulling RoadOwner/Developer:RevisionsLocation MapPrepared by:GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380GradyMinor7-Eleven No. 34805Site Plan With Deviations7-Eleven No. 34805SDPALocation MapVicinity MapPROJECTSITEPROJECTSITEIndex of SheetsDwg. No.DescriptionPROPERTY DESCRIPTION This item has been electronically signed and sealed by Rachel J. Tracey, P.E. on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Rachel J. Tracey, P.E. DN: c=US, st=Florida, l=Bonita Springs, o=Q. Grady Minor & Associates, cn=Rachel J. Tracey, P.E., email=rtracey@gradyminor.com Date: 2020.02.21 14:06:55 -05'00'3.A.5Packet Pg. 64Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-ELEVENGASPUMPSZONED: PUDUSE: EX. WENDYS RESTAURANTPLAT: TRACT 'C'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)GREENTREE SHOPPING CENTERZONED: PUDUSE: EX. DRYDETENTION AREAPLAT: TRACT 'D'DRYDETENTIONAREASERVINGMASTERSWMSYSTEM010' 20'5'SCALE: 1" = 10'GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380EX. PAVEMENTPROP. PAVEMENTEX. SIDEWALKPROP. SIDEWALK/CONCRETEPROP. BOARDWALKDEVIATIONNOTE:3.A.5Packet Pg. 65Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)010' 20'5'SCALE: 1" = 10'GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380EX. PAVEMENTPROP. PAVEMENTEX. SIDEWALKPROP. SIDEWALK/CONCRETEPROP. BOARDWALKDEVIATIONNOTE:3.A.5Packet Pg. 66Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380SCHEDULE OF DEVIATIONS3.A.5Packet Pg. 67Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380ZONING DATADIRECTIONEXISTING DEVELOPMENTEXISTING ZONINGYARDDESIGNATIONSETBACK PER LDC5.05.05 (ALLSTRUCTURES)PROVIDEDCONVENIENCE STORESETBACK (FT)PROVIDED FUELCANOPYSETBACK (FT)PROVIDEDDUMPSTERENCLOSURESETBACK (FT)NORTH WENDY'SGREEN TREE CENTERPUDSIDE 40 10123 10SOUTHEX. PRIMARY INGRESS/EGRESS FORSHOPPING CENTERGREEN TREE CENTERPUDSIDE 4014241163EASTEX. PORTION OF TRACT 'D'PB 19, PGS 26-31(DRAINAGE EASEMENT)GREEN TREE CENTERPUDFRONT 50 5088 135WESTEX. SHOPPING CENTER PARKINGAND DRIVE AISLEGREEN TREE CENTERPUDREAR 40 5035 10 A DEVIATION IS BEING REQUESTED UNDER COMPANION DR. SEE LIST OF DEVIATIONS SHEET 3 OF 4LANDSCAPE BUFFERPER ORD NO. 81-58, SECTION 3.7, AS REQUIRED BY ZONING ORDINANCE IN EFFECT AT TIME OF PERMITTING. SECTION 5.05.05.E DOES NOT APPLY SINCETHE PROPERTY IS NOT ABUTTING A RIGHT OF WAY . THE EASTERN PROPERTY LINE IS ABUTTING TRACT 'D' WITHIN THE GREEN TREE CENTER PLAT WHICHIS COMMERCIAL. THEREFORE, LANDSCAPE REGULATIONS ARE PER SECTION 4.06.02, TABLE 2.4, AS NOTED IN THE LDC SECTION 5.05.05.E2, SUBJECTPROPERTY IS NOTED AS AUTOMOBILE SERVICE STATION (NO. 14) ON TABLE 2.4.DIRECTION EX. DEVELOPMENTADJACENT PROPERTY USE PERTABLE 2.4REQUIREMENTPROPOSEDNORTH EX. WENDY'S RESTAURANTCOMMERCIAL (NO. 7)15' TYPE 'B'10' TYPE 'B'SOUTHEX. PRIMARY INGRESS/EGRESS FORSHOPPING CENTERVEHICULAR (NO. 11)10' TYPE 'D'10' TYPE 'D'EASTEX. DRAINAGE EASEMENT (PORTIONOF TRACT 'D' OF SHOPPING CENTER)COMMERCIAL (NO. 7)15' TYPE 'B'5' TYPE 'B'WESTEX. SHOPPING CENTER PARKING ANDDRIVE AISLECOMMERCIAL (NO. 7)15' TYPE 'B'10' TYPE 'B' A DEVIATION IS BEING REQUESTED UNDER COMPANION DR. SEE LIST OF DEVIATIONS ON SHEET 3 OF 4*********3.A.5Packet Pg. 68Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) Civil Engineers  Land Surveyors  Planners  Landscape Architects 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 G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\Schedule of Deviations.docx 7-ELEVEN STORE NO. 34805 SCHEDULE OF DEVIATIONS Revised 10.15.19, Revised 1.14.2020, Revised 1.28.2020, Revised 2.17.2020 1. Deviation #1 seeks relief from LDC 5.05.05.B.1 regarding minimum structure setbacks, “Table of Site Design Requirements” which requires a 40 foot side setback, to instead allow a 10 foot setback from the northern property line to the proposed convenience store building. 2. Deviation #2 seeks relief from LDC 5.05.05.B.1 regarding minimum structure setbacks, “Table of Site Design Requirements” which requires a 40 foot rear setback, to instead allow a 35 foot setback from the west property line to the proposed fuel canopy. 3. Deviation #3 seeks relief from LDC 5.05.05.B.1 regarding minimum structure setbacks, “Table of Site Design Requirements” which requires a 40 foot side setback, to instead allow a 10 foot setback from the north property line to the proposed dumpster enclosure. 4. Deviation #4 seeks relief from LDC 5.05.05.B.1 regarding minimum structure setbacks, “Table of Site Design Requirements” which requires a 40 foot rear setback, to instead allow a 10 foot setback from the west property line to the proposed dumpster enclosure. 5. Deviation #5 seeks relief from LDC 4.06.02, Table 2.4 regarding landscape buffers, “Table of Buffer Requirements by Land Use Requirements” which requires a 15 foot type B buffer between the existing commercial and the proposed automobile service station, to instead allow a 10 foot type B buffer on the northern property line. 6. Deviation #6 seeks relief from LDC 4.06.02, Table 2.4 regarding landscape buffers, “Table of Buffer Requirements by Land Use Requirements” which requires a 15 foot type B buffer between the existing commercial and the proposed automobile service station, to instead allow a 10 foot type B buffer on the western property line. 7. Deviation #7 seeks relief from LDC 4.06.02, Table 2.4 regarding landscape buffers, “Table of Buffer Requirements by Land Use Requirements” which requires a 15 foot type B buffer between the existing commercial and the proposed automobile service station, to instead allow a 5 foot type B buffer on the eastern property line. 8. Deviation #8 seeks relief from LDC 4.06.02.D.2 regarding detention areas in buffer yards, which requires a minimum of a 5 foot wide 10:1 level planting area to instead allow for 3 feet of 10:1 level planting area and 2 feet of 4:1 planting area for the northern 69 feet of the eastern proposed 5 foot type B buffer. 9. Deviation #9 seeks relief from LDC 4.06.03.B.1, regarding vehicular use area, which requires at least 10 percent of the amount of vehicular use area onsite be devoted to interior landscape to instead allow 5.34 percent of the amount of vehicular use area to be provided as interior landscape area. 10. Deviation #10 seeks relief from LDC 4.05.06.A.4, regarding loading space location, which requires loading space to be accessible from the interior of the building it serves to instead allow the loading space to be located across the drive aisle of the front of the store. 3.A.5 Packet Pg. 69 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) Civil Engineers  Land Surveyors  Planners  Landscape Architects 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 G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\Standards for Approval.docx 7-ELEVEN STORE NO. 34805 STANDARDS FOR APPROVAL a. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district. Response: The development site is zoned per Collier County Ordinance Number 81-58, also known as the Green Tree Center Planned Unit Development. Per Section III, commercial Development Regulations, Section 3.2.A.3, permitted uses include automo bile service stations without repairs. Accessory uses customarily associated with the uses permitted in the district are also permitted per Section 3.2.B. Wherein, the refuse and solid waste enclosure is typically accessory to a service station without repairs. The density is also consistent with the aforementioned zoning ordinance. b. The proposed development is consistent with the Growth Management Plan. Response: The development is consistent with the Collier County Growth Management Plan. c. The development shall have a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole. Response: The development will have a beneficial effect upon the area in which it is to be redeveloped as it will provide an updated service station with gas as compared to the existing service station with gas which was originally developed in 1985. It will enhance the existing area as well as the abutting Green Tree Shopping Center with updated architecture, pavement, curbing, landscape, and light poles on the subject property. It will have a beneficial effect on the unincorporated area as a whole by revitalizing the current aging improvements and replacing with modern improvements. d. The total land area within the development and the area devoted to each functional portion of the development shall be adequate to serve its intended purpose. Response: The development area as well as the area devoted to each functional portion is of adequate size to serve its intended purpose. e. Streets, utilities, drainage facilities, recreation areas, sizes and yards, architectural features, vehicular parking and loading facilities, sight distances, landscaping and buffers shall be appropriate for the particular use involved. Response: The proposed development access drives, utilities, drainage facilities, yards, 3.A.5 Packet Pg. 70 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-Eleven Store # 34805 DR Application Standards July 9, 2019 Page 2 of 2 G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\Standards for Approval.docx architectural features, vehicular parking, site distance, and landscaping are appropriate for the particular use. f. Visual character of the project shall be equal or better in quality than that required by the development standards for the zoning district. The visual character of the project shall be better in quality than the existing project before redevelopment and a fter it was first permitted. Response: The visual character of the project is of better quality than the existing project before redevelopment after it was first permitted. It is also of equal or better quality than that required by standards of the zoning district. g. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee. Response: The project site does not have common ownership elements within the limits of the 7-Eleven property. However, the existing dry detention area that is in an easement on the east side of the property does serve as dry detention for the Green Tree Center Master Surface Water Management System. The existing detention area will remain and the proposed improvements tie into the existing top of bank of the existing dry detention. The maintenance of the master surface water management system is per the Green Tree Shopping Center Owner and will continue to be as such. The current project site does convey some stormwater from a portion of the western and southern access drives and has been designed to continue to convey stormwater as it does today. h. Deviations shall be clearly delineated in the petition and shall be the minimum required to achieve the goals of the project and comply with these standards. Response: The proposed deviations are clearly delineated in the petition and are the minimum required to achieve project goals. i. The petitioner has provided enhancements to the development . Response: The project development has provided enhancements by means of additional stormwater capacity. The development will provide an additional one half inch over the draiange basin on the 7-Eleven property as compared to no additional stormwater detention on the site today. The project site also enhances the architectural, pavement, stormwater conveyance, and landscaping over items which exist today. The proposed development also proposes an appropriate pedestrian connection to a public right of way which it does not have today. j. Approval of the deviation will not have an adverse effect on adjacent properties. Response: Approval of the deviations will not have an adverse effects on adjacent properties. 3.A.5 Packet Pg. 71 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) K>>/ZKhEdz'KsZEDEd ϮϴϬϬEKZd,,KZ^^,KZ/s 'ZKtd,DE'DEdWZdDEd EW>^͕&>KZ/ϯϰϭϬϰ ǁǁǁ͘ĐŽůůŝĞƌŐŽǀ͘ŶĞƚ ;ϮϯϵͿϮϱϮͲϮϰϬϬ&y͗;ϮϯϵͿϮϱϮͲϲϯϱϴ ZĞǀ͘ϯͬϮͬ17 WĂŐĞϭŽĨϵ ƉƉůŝĐĂƚŝŽŶ͗ ^ŝƚĞĞǀĞůŽƉŵĞŶƚWůĂŶ;^WͿ ^ŝƚĞĞǀĞůŽƉŵĞŶƚWůĂŶŵĞŶĚŵĞŶƚ;^WͿ >^ĞĐƚŝŽŶϭϬ͘ϬϮ͘ϬϯĂŶĚŽƚŚĞƌƉƌŽǀŝƐŝŽŶƐŽĨƚŚĞ> ŚĂƉƚĞƌϰŽĨƚŚĞĚŵŝŶŝƐƚƌĂƚŝǀĞŽĚĞ WZK:dEhDZ WZK:dED dWZK^^ WW>/EdKEdd/E&KZDd/KE EĂŵĞŽĨKǁŶĞƌ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĚĚƌĞƐƐ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺŝƚǇ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ^ƚĂƚĞ͗ͺͺͺͺͺͺͺͺͺ/W͗ͺͺͺͺͺͺͺͺͺ dĞůĞƉŚŽŶĞ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĞůů͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ&Ăǆ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ͲDĂŝůĚĚƌĞƐƐ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ EĂŵĞŽĨŐĞŶƚͬƉƉůŝĐĂŶƚ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ&ŝƌŵ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ĚĚƌĞƐƐ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺŝƚǇ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ^ƚĂƚĞ͗ͺͺͺͺͺͺͺͺͺ/W͗ͺͺͺͺͺͺͺͺͺ dĞůĞƉŚŽŶĞ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĞůů͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ&Ăǆ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ͲDĂŝůĚĚƌĞƐƐ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ WZKWZdz/E&KZDd/KE WƌŽũĞĐƚEĂŵĞ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ KƌŝŐŝŶĂů^WηŽƌZͬW>η;ŝĨĂƉƉůŝĐĂďůĞͿ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ >ŽĐĂƚŝŽŶŽĨ^ƵďũĞĐƚWƌŽƉĞƌƚǇ;ƉƌŽǆŝŵŝƚǇƚŽĐůŽƐĞƐƚŵĂũŽƌŝŶƚĞƌƐĞĐƚŝŽŶŽƌƌŽĂĚͿ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ^ĞĐƚŝŽŶͬdŽǁŶƐŚŝƉͬZĂŶŐĞ͗ͺͺͺͺͺͺͺͺͬͺͺͺͺͺͺͺͺͬͺͺͺͺͺͺͺͺWƌŽƉĞƌƚǇ/͘͘η͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ^ƵďĚŝǀŝƐŝŽŶ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺhŶŝƚ͗ͺͺͺͺͺͺͺͺͺͺ>Žƚ͗ͺͺͺͺͺͺͺͺͺͺͺͺůŽĐŬ͗ͺͺͺͺͺͺͺͺͺͺͺ dŽƚĂůƌĞĂŽĨWƌŽũĞĐƚ͗ ηhŶŝƚƐͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺĞŶƐŝƚǇͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺEŽŶͲZĞƐŝĚĞŶƚŝĂů^Ƌ&ƚͺͺͺͺͺͺͺͺͺͺͺͺͺ ƵƌƌĞŶƚŽŶŝŶŐĞƐŝŐŶĂƚŝŽŶ͗ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ŽŶŝŶŐƉƉƌŽǀĂů;ƐͿ͗>ŝƐƚƚŚĞĐĂƐĞŶƵŵďĞƌ;ƐͿ͕ŽƌĚŝŶĂŶĐĞĂŶĚͬŽƌZĞƐŽůƵƚŝŽŶEƵŵďĞƌ;ƐͿŽĨĂŶǇŽŶŝŶŐ͕ŽŶĚŝƚŝŽŶĂůƵƐĞ͕ sĂƌŝĂŶĐĞ͕ĚŵŝŶŝƐƚƌĂƚŝǀĞWĂƌŬŝŶŐZĞĚƵĐƚŝŽŶ͕,y͕ŽƌŽƚŚĞƌĂƉƉůŝĐĂďůĞǌŽŶŝŶŐĂĐƚŝŽŶƐ͕ƌĞƋƵĞƐƚĞĚŽƌĂƉƉƌŽǀĞĚĨŽƌƚŚĞ ƉƌŽƉĞƌƚǇ͘ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ ͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺͺ &Žƌ^ƚĂĨĨhƐĞ 3200 Hackberry Rd. Irving TX 75063 214-965-0990 wanderson@creightondev.com Rachel J. Tracey, P.E.Q. Grady Minor & Associates, P.A. 6150 Diamond Centre Court, Suite 1003 Fort Myers FL 33912 239-947-1144 239-768-0291 rtracey@gradyminor.com 7-Eleven, Inc. 7-Eleven Store No. 34805 90-238, (Original Building Permit Under building number 85-3025) 10861 Airport Pulling Rd, Naples, FL 34109 26 48 25 00167480000 1 3,109 PUD 81-58; 9-243 ✔ 3.A.5 Packet Pg. 72 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) WYNDEMEREGOLDEN GATECITYVINEYARDSLIVINGSTON WOODSISLANDWALKHERITAGEGREENSPEBBLEBLAKESOLD CYPRESSLONGSHORELAKESCARLTONLAKESWILSHIREVILLAGE WALKAUDUBONSTERLINGOAKSMEDITERRAQUAIL WESTQUAIL CREEKPELICAN STRANDIMPERIAL GOLFESTATESWILLOUGHBYACRESPALMRIVERCOLLIERRESERVEFOURSEASONSVICTORIAPARKPELICANMARSHPELICANMARSHNAPLES PARKVANDERBILTBEACHBEACH WALKPAVILIONPELICANBAYMONTEREYTHE CROSSINGSWALDEN OAKSINDUSTRIALPARKKENSINGTONNAPLES BATH& TENNISGREY OAKSPOINCIANAVILLAGEMOORINGSPARKSHOREPARKWORLDTENNISCENTERSUMMERWINDTALLPINESPINERIDGELAKESCARLLAKWILLOUGHBYACRESPALMRIVERFOURSEASONSVICTORIAPARKFrank BlvdImmokalee Rd Liningston RoadAirport Pulling RoadOwner/Developer:RevisionsLocation MapPrepared by:GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380GradyMinor7-Eleven No. 34805Site Development Plan Amendment to SDP #90-2387-Eleven No. 34805SDPAPL #20190001248Location MapVicinity MapPROJECTSITEPROJECTSITEIndex of SheetsDwg. No.Description BUILDING SUMMARYBUILDINGNUMBER OFSTORIESCONSTRUCTIONTYPE(FBC)CONSTRUCTIONTYPE(NFPA)A/C AREA(SQ. FT)NON-A/C(SQ. FT.)TOTAL(SQ. FT.)OCCCUPANCYGROUP(FBC)OCCCUPANCYCLASSIFICATION(FFPC 6TH EDITION)FIRE FLOW(GPM)SPRINKLEREDPROPOSED1VBV(000)3,15503,155M-MERCANTILE M-MERCANTILE1,500NOPROPERTY DESCRIPTIONDigitally signed by Rachel J. Tracey, P.E. DN: cn=Rachel J. Tracey, P.E., o=Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies., ou=This item has been electronically signed and sealed by Rachel J. Tracey, P.E. on the date shown below using SHA-1 authentication code., email=rtracey@gradyminor.com, c=US Date: 2019.07.16 13:25:13 -04'00'3.A.5Packet Pg. 73Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)ZONED: PUDUSE: EX. WENDYS RESTAURANTPLAT: TRACT 'C'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'ZONED: PUDUSE: GAS STATIONNOT PLATTEDZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'ZONED: PUDUSE: EX. DRYDETENTION AREAPLAT: TRACT 'D'020' 40'10'SCALE: 1" = 20'GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.43803.A.5Packet Pg. 74Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380020' 40'10'SCALE: 1" = 20'DEMOLITION PLANCLEARING PLANDEMOLITION LIMITS3.A.5Packet Pg. 75Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)020' 40'10'SCALE: 1" = 20'TYPICAL SILT FENCE DETAILN.T.S.GRAVEL OR PAVED CONSTRUCTION ENTRANCE DETAIL(RUBBLE STRIP)N.T.S.CATCH BASIN PROTECTION DETAILN.T.S.NOTES:GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380NOTE:EROSION CONTROL NOTES:3.A.5Packet Pg. 76Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 7-ELEVEN3,155 S.F.GASPUMPSZONED: PUDUSE: EX. WENDYS RESTAURANTPLAT: TRACT 'C'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'ZONED: PUDUSE: EX. GREEN TREE SHOPPING CENTER DRIVE AISLEPLAT: TRACT 'D'AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)ZONED: PUDUSE: EX. DRYDETENTION AREAPLAT: TRACT 'D'DRY DETENTION AREASERVING MASTER SWMSYSTEN020' 40'10'SCALE: 1" = 20'GENERAL NOTESROADWAY PAVING AND RESTORATION NOTESROADWAY SIGNING AND MARKING NOTESREFUSE AND SOLID WASTE DISPOSAL LDC §5.03.04REQUIREDPROVIDEDAT LEAST ONE STANDARD BULKCONTAINER FOR GARBAGE ANDONE RECEPTACLE FOR RECYCLEONE STANDARD BULK CONTAINERFOR GARBAGE AND ONE STANDARDBULK CONTAINER FOR RECYCLEGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380ZONING DATADIRECTIONEXISTINGDEVELOPMENTEXISTINGZONINGYARDDESIGNATIONSETBACK PER LDC 5.05.05(ALL STRUCTURES)PROVIDEDCONVENIENCESTORE SETBACK (FT)PROVIDED FUELCANOPYSETBACK (FT)PROVIDEDDUMPSTERENCLOSURESETBACK (FT)NORTH WENDY'SGREEN TREECENTER PUDSIDE 40 11123 10SOUTHEX. PRIMARY INGRESS/EGRESSFOR SHOPPING CENTERGREEN TREECENTER PUDSIDE 40 14341 163EASTEX. PORTION OF TRACT 'D'PB 19, PGS 26-31(DRAINAGE EASEMENT)GREEN TREECENTER PUDFRONT 50 5088 135WESTEX. SHOPPING CENTER PARKINGAND DRIVE AISLEGREEN TREECENTER PUDREAR 40 5235 10 A DEVIATION IS BEING REQUESTED UNDER COMPANION DR. SEE LIST OF DEVIATIONS THIS SHEETREQUIRED OFF STREET PARKING AND LOADINGITEMREQUIREDPROVIDEDPARKING SPACESPER ORD. 81-58 AS REQUIRED BY ZONING IN EFFECT AT TIME OFAPPLICATION, PER LDC SEC. 4.05.02.G, TABLE 17, CONVENIENCE STOREIS 1 SPACE/200 SF PLUS 1 FOR EACH 2 SEATS FOR FOOD PATRONS, 1SPACE/200 SF * 3,155 SF = 16 SPACES10*ACCESSIBLE SPACES PER FAC TABLE 208.21 TO 25 PROVIDED SPACES, 1 ACCESSIBLE SPACE IS REQUIRED1BICYCLE PARKING PER LDC 4.05.085% OF REQUIREMENTS SET FORTH IN LDC SECTION 4.05.04 WITH AMAXIMUM OF 15 SPACES AND A MINIMUM OF 2 SPACES. 5%* 16REQUIRED = 0.80 SPACES, THEREFORE 2 SPACES2LOADING PER LDC 4.05.06NO REQUIREMENT FOR BUILDINGS LESS THAN 5,000 SF, N/A N/A*AN APR IS BEING SUBMITTED CONCURRENT WITH THIS APPLICATIONLANDSCAPE BUFFERPER ORD NO. 81-58, SECTION 3.7, AS REQUIRED BY ZONING ORDINANCE IN EFFECT AT TIME OF PERMITTING. SECTION 5.05.05.E DOES NOTAPPLY SINCE THE PROPERTY IS NOT ABUTTING A RIGHT OF WAY . THE EASTERN PROPERTY LINE IS ABUTTING TRACT 'D' WITHIN THE GREENTREE CENTER PLAT WHICH IS COMMERCIAL. THEREFORE, LANDSCAPE REGULATIONS ARE PER SECTION 4.06.02, TABLE 2.4, AS NOTED IN THELDC SECTION 5.05.05.E2.A, SUBJECT PROPERTY IS NOTED AS AUTOMOBILE SERVICE STATION (NO. 14) ON TABLE 2.4.DIRECTION EX. DEVELOPMENTADJACENT PROPERTYUSE PER TABLE 2.4REQUIREMENTPROPOSEDNORTH EX. WENDY'S RESTAURANTCOMMERCIAL (NO. 7)15' TYPE 'B'10' TYPE 'B'SOUTHEX. PRIMARY INGRESS/EGRESS FORSHOPPING CENTERVEHICULAR (NO. 11)10' TYPE 'D'10' TYPE 'D'EASTEX. DRAINAGE EASEMENT(PORTION OF TRACT 'D' OFSHOPPING CENTER)COMMERCIAL (NO. 7)15' TYPE 'B'5' TYPE 'B'WESTEX. SHOPPING CENTER PARKINGAND DRIVE AISLECOMMERCIAL (NO. 7)15' TYPE 'B'10' TYPE 'B' A DEVIATION IS BEING REQUESTED UNDER COMPANION DR. SEE LIST OF DEVIATIONS THIS SHEETSITE DATALAND USE ACRES SF%TOTAL SITE AREA0.80334,997100%IMPERVIOUS0.45620,15258%BUILDING 0.0723,1559%PAVEMENT (INCLUDING CURB)0.33714,66342%SIDEWALK, DUMPSTER AND WALLS0.0542,3347%PERVIOUS (OPEN SPACE)0.34114,84542%EX. PAVEMENTPROP. PAVEMENTEX. SIDEWALKPROP. SIDEWALK/CONCRETEPROP. BOARDWALKPROP. HEAVY DUTY CONCRETEDEVELOPMENT REGULATIONS PER ORD 81-58ORD. 81-58 IS SILENT ON SPECIFICATIONS FOR FACILITIES WITH FUEL PUMPS, THEREFORE REQUIREMENTS PER LDC 5.05.05ITEMREQUIREDPROVIDEDMINIMUM LOT AREA (SF)30,00034,997ZONED BUILDING HEIGHT PER ORD 81-58 SEC 3.550 FEET AS MEASURED ABOVE FINISHED GRADE OF THE LOTOR FEMA BFE PLUS 1, WHICHEVER IS GREATER18.7 FEET*ACTUAL BUILDING HEIGHT N/A 23.7 FEETCANOPY HEIGHT PER LDC 5.05.05.C.1.B MUST NOT BE HIGHER THAN 16' CLEAR14' CLEARMINIMUM LOT WIDTH 150 175MINMUM LOT DEPTH 180 200SEPARATION FROM ADJACENT FACILITIES WITH PUMPS (FT)N/A - EXISTING MOBILE STATION IN OPERATION TODAY N/A*PER ORD 81-58 ZONED HEIGHT IS MEASURED FROM FINISHED GRADE, THEREFORE ZONED HEIGHT IS MEASURED TO MEAN ROOF HEIGHT WHICH IS 18.7'. ACTUALBUILDING HEIGHT IS THE VERTICAL DISTANCE FROM THE AVERAGE CENTERLINE ELEVATION OF THE ADJACENT ROADWAYS TO THE HIGHEST POINT OF THESTRUCTURE. THE AVERAGE OF THE ADJACENT ROADWAYS IS TAKEN AS 10.7FT-NAVD. THE HIGHEST POINT OF THE STRUCTURE IS 21.7 FEET ABOVE THEFINISHED FLOOR, THEREFORE THE ACTUAL HEIGHT IS 23.7 FEET.LIST OF DEVIATIONS*********3.A.5Packet Pg. 77Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)FFE=12.50 FT-NAVDDCO-112" HDPE (TYP)OCS-1(SEE DETAILSHEET 9)STORMTECH CHAMBERWEIR: 7.61WEIR ON NORTH SIDE OFMANIFOLD TO EAST020' 40'10'SCALE: 1" = 20'SURFACE WATER MANAGEMENT SUMMARYNO ERP FROM SFWMD REQUIRED FOR THIS PROJECT, SURFACE WATER MANAGEMENT TO BE PERMITTED BY COLLIER COUNTY FORSFWMD. THE MASTER SURFACE WATER MANAGEMENT FOR THE GREEN TREE CENTER WAS ORIGINALLY PERMITTED BY COLLIERCOUNTY UNDER SDP-84-015 WITH SUBSEQUENT IMPROVEMENTS UNDER PL20140002636. THROUGH COORDINATION WITH COUNTYSTAFF 1/2" OF TREATMENT IS REQUIRED PRIOR TO DISCHARGE TO THE MASTER SURFACE WATER MANAGEMENT SYSTEM. ONLY THE 25YEAR, 3 DAY STAGE WAS NOTED IN THE ORIGINAL SYSTEM. THE FFE IS SET ABOVE EXISTING FFE THAT EXISTS TODAY ON SITE ANDABOVE FFE OF EX. WENDY'S AND TACO BELL.OPERATION AND MAINTENANCE OF THE MASTER SURFACE WATER MANAGEMENT SYSTEM IS THE RESPONSIBILITY OF THE OWNERS OFGREEN TREE SHOPPING CENTER . OPERATION AND MAINTENANCE OF THE IMPROVEMENTS WITHIN THE PROPOSED SITE BASIN IS THERESPONSIBILITY OF 7-ELEVEN, INC, THEIR ASSIGNS OR SUCCESSORS.ELEV. (FT.-NAVD)CONTROL ELEVATION = 6.0725 YEAR, 3 DAY STAGE (PER SHEET 7, SDP-84-015, PLANS)=9.54EXISTING STORE FFE = 12.46LBE LANDSCAPE BUFFER ESMTESMT EASEMENTCB CATCH BASINCS CONTROL STRUCTUREDBI DITCH BOTTOM INLETJB JUNCTION BOXMES MITERED END SECTIONPE PIPE END w/RIP RAPTI THROAT INLETTOB TOP OF BANKTOS TOE OF SLOPEEOW EDGE OF WATERBOV BLOW-OFF VALVEFLOW DIRECTIONPROPOSED GRADEEXISTING GRADEPERCENT IMPERVIOUS AND PRE-TREATMENT REQUIREMENTSDRAINAGE BASIN AREA0.57 ACREQUIRED 12" DRY PRE-TREATMENT= (0.57 AC)(0.5 IN)(1 FT / 12 IN) =0.02 AC-FTPROVIDED 12" DRY PRE-TREATMENT 10.02 AC-FT1. PRE-TREATMENT REQUIREMENT MET WITH PROPOSED UNDERGROUND STORMTECH CHAMBER.FEMA INFORMATIONFIRM MAP #12021C0194H, MAP REVISED MAY 16, 2012FEMA ZONEPERCENT OFPARCEL IN ZONEBASE FLOODELEVATION (BFE)FT-NAVDX 500 100%NONENOTE:NEAREST BFE ON FIRM PANEL RANGES BETWEEN 9 AND 10 FT-NAVD.GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380ACCESSABLITY NOTE3.A.5Packet Pg. 78Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)FFE=12.50 FT-NAVD020' 40'10'SCALE: 1" = 20'FIRE FLOWUTILITY COORDINATION NOTES:WASTEWATER & WATER SERVICECOLLIER COUNTY PUBLIC UTILITIES DIVISION3301 E TAMIAMI TRAIL, BLG. H, 3RD FLOORNAPLES, FL 34112239-732-2575ELECTRIC SERVICEFLORIDA POWER AND LIGHT COMPANY4105 15TH AVENUE SWNAPLES, FL 34116239-353-6020TELEPHONE SERVICECENTURY LINK3530 KRAFT ROAD, UNIT 100NAPLES, FL 34105239-339-1811CABLE SERVICECOMCAST12600 WESTLINKS DRIVE, UNIT 4FT. MYERS, FL 33913239-432-1805FIRE AND RESCUE SERVICENORTH COLLIER FIRE CONTROL AND RESCUEDISTRICT6495 TAYLOR ROADNAPLES, FL 34109239-597-9227REFUSE & SOLID WASTECOLLIER COUNTY SOLID & HAZARDOUS WASTE3339 E TAMIAMI TRAIL, SUITE 302NAPLES, FL 34112239-252-2508AGENCIES SERVING THIS SITEEX.PROP. DESCRIPTIONELECTRICAL STRUCTUREWPP WOODEN POWER POLELP LIGHT POLEMH SAN. SEWER MANHOLEDMHSSSCO SAN. CLEANOUTSV/PV SAN. PLUG VALVEICVDESCRIPTIONF.M. SAN. FORCE MAINW.M. WATER MAINI.M. IRRIGATION MAIN11.25° M.J. BEND22.5° M.J. BEND45° M.J. BEND90° M.J. BEND~ APPROXIMATEOVERHEAD WIREEX. UTILITY POLEEX.PROP. DESCRIPTIONW.S. WATER SERVICE w/METERFHFDCFIRE DEPT, CONTROLGV GATE VALVE w/VALVE BOXBFP BACKFLOW PREVENTERARV AIR RELEASE VALVERED REDUCERBOV BLOW-OFF VALVEBSP BACTERIAL SAMPLE POINTTBSP TEMPORARY BSPGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.43803.A.5Packet Pg. 79Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) SECTION 'A' - 'A'SECTION 'G' - 'G'SECTION 'B' - 'B'SECTION 'C' - 'C'SECTION 'D' - 'D'SECTION 'E' - 'E'SECTION 'F' - 'F'AIRPORT PULLING ROAD N.STATE ROAD NO. 31(PUBLIC)EBGACDFLBE LANDSCAPE BUFFER ESMTESMT EASEMENTCB CATCH BASINCS CONTROL STRUCTUREDBI DITCH BOTTOM INLETJB JUNCTION BOXMES MITERED END SECTIONPE PIPE END w/RIP RAPTI THROAT INLETTOB TOP OF BANKTOS TOE OF SLOPEEOW EDGE OF WATERBOV BLOW-OFF VALVEFLOW DIRECTIONPROPOSED GRADEEXISTING GRADEGradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380KEY MAP3.A.5Packet Pg. 80Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) SIDEWALK DETAILNOTES:TYPE 'D' CURBN.T.S.CONCRETE BUMPER GUARDN.T.S.TYPE 'F' CURBN.T.S.3' MODIFIED VALLEY GUTTERN.T.S.NOTE:CONCRETE PAVEMENT CONSTRUCTIONEGFEFGTYPICAL SIDEWALK SECTIONN.T.S.TYPICAL ASPHALT SECTION N.T.S.ACCESSIBLE SIGN DETAILSR7-8-FL & R7-8-250N.T.S.FTP-21-06(R7-8-FL)FTP-22-06(R7-8-250)NOTES:PLAN VIEW BREAK AWAY CHANNEL POSTPARTIAL ELEVATIONSITE SIGN BASE DETAILSN.T.S.PROJECT SIGNAGEN.T.S.CURB RAMP DETECTABLE WARNING DETAILN.T.S.R1-1GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380TYPICAL PARKING SPACES DETAILN.T.S.HANDICAPPEDSTANDARDNOTES:FLUME DETAIL 'F' CURBN.T.S.EENOTES:HEAVY DUTY CONCRETE DETAILEGFEFGJUNCTION BOX DETAILN.T.S.NOTES:CATCH BASIN DETAILN.T.S.SECTIONGRATEPLAN VIEWVALLEY GUTTER INLET DETAILN.T.S.3.A.5Packet Pg. 81Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.43804640 TRUEMAN BLVDHILLIARD, OH 43026ADVANCED DRAINAGE SYSTEMS, INC.CONTROL STRUCTURE (OCS-1)N.T.S.IMPORTANT - NOTES FOR THE BIDDING AND INSTALLATION OF THE SC-740 SYSTEM1. STORMTECH SC-740 CHAMBERS SHALL NOT BE INSTALLED UNTIL THE MANUFACTURER'S REPRESENTATIVE HAS COMPLETED APRE-CONSTRUCTION MEETING WITH THE INSTALLERS.2. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3. CHAMBERS ARE NOT TO BE BACKFILLED WITH A DOZER OR AN EXCAVATOR SITUATED OVER THE CHAMBERS.STORMTECH RECOMMENDS 3 BACKFILL METHODS:xSTONESHOOTER LOCATED OFF THE CHAMBER BED.xBACKFILL AS ROWS ARE BUILT USING AN EXCAVATOR ON THE FOUNDATION STONE OR SUBGRADE.xBACKFILL FROM OUTSIDE THE EXCAVATION USING A LONG BOOM HOE OR EXCAVATOR.4. THE FOUNDATION STONE SHALL BE LEVELED AND COMPACTED PRIOR TO PLACING CHAMBERS.5. JOINTS BETWEEN CHAMBERS SHALL BE PROPERLY SEATED PRIOR TO PLACING STONE.6. MAINTAIN MINIMUM - 6" (150 mm) SPACING BETWEEN THE CHAMBER ROWS.7. EMBEDMENT STONE SURROUNDING CHAMBERS MUST BE A CLEAN, CRUSHED, ANGULAR STONE 3/4-2" (20-50 mm).8. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH CHAMBER FOUNDATION MATERIALS BEARING CAPACITIES TO THE SITE DESIGNENGINEER.9. ADS RECOMMENDS THE USE OF "FLEXSTORM CATCH IT" INSERTS DURING CONSTRUCTION FOR ALL INLETS TO PROTECT THE SUBSURFACESTORMWATER MANAGEMENT SYSTEM FROM CONSTRUCTION SITE RUNOFF.NOTES FOR CONSTRUCTION EQUIPMENT1. STORMTECH SC-740 CHAMBERS SHALL BE INSTALLED IN ACCORDANCE WITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".2. THE USE OF CONSTRUCTION EQUIPMENT OVER SC-740 CHAMBERS IS LIMITED:xNO EQUIPMENT IS ALLOWED ON BARE CHAMBERS.xNO RUBBER TIRED LOADERS, DUMP TRUCKS, OR EXCAVATORS ARE ALLOWED UNTIL PROPER FILL DEPTHS ARE REACHED IN ACCORDANCEWITH THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".xWEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT CAN BE FOUND IN THE "STORMTECH SC-310/SC-740/DC-780 CONSTRUCTION GUIDE".3. FULL 36" (900 mm) OF STABILIZED COVER MATERIALS OVER THE CHAMBERS IS REQUIRED FOR DUMP TRUCK TRAVEL OR DUMPING.USE OF A DOZER TO PUSH EMBEDMENT STONE BETWEEN THE ROWS OF CHAMBERS MAY CAUSE DAMAGE TO THE CHAMBERS AND IS NOT ANACCEPTABLE BACKFILL METHOD. ANY CHAMBERS DAMAGED BY THE "DUMP AND PUSH" METHOD ARE NOT COVERED UNDER THE STORMTECHSTANDARD WARRANTY.CONTACT STORMTECH AT 1-888-892-2694 WITH ANY QUESTIONS ON INSTALLATION REQUIREMENTS OR WEIGHT LIMITS FOR CONSTRUCTION EQUIPMENT.SC-740 STORMTECH CHAMBER SPECIFICATIONS1. CHAMBERS SHALL BE STORMTECH SC-740.2. CHAMBERS SHALL BE ARCH-SHAPED AND SHALL BE MANUFACTURED FROM VIRGIN, IMPACT-MODIFIED POLYPROPYLENECOPOLYMERS.3. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP)CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".4. CHAMBER ROWS SHALL PROVIDE CONTINUOUS, UNOBSTRUCTED INTERNAL SPACE WITH NO INTERNAL SUPPORTS THAT WOULDIMPEDE FLOW OR LIMIT ACCESS FOR INSPECTION.5. THE STRUCTURAL DESIGN OF THE CHAMBERS, THE STRUCTURAL BACKFILL, AND THE INSTALLATION REQUIREMENTS SHALL ENSURETHAT THE LOAD FACTORS SPECIFIED IN THE AASHTO LRFD BRIDGE DESIGN SPECIFICATIONS, SECTION 12.12, ARE MET FOR: 1)LONG-DURATION DEAD LOADS AND 2) SHORT-DURATION LIVE LOADS, BASED ON THE AASHTO DESIGN TRUCK WITH CONSIDERATIONFOR IMPACT AND MULTIPLE VEHICLE PRESENCES.6. CHAMBERS SHALL BE DESIGNED, TESTED AND ALLOWABLE LOAD CONFIGURATIONS DETERMINED IN ACCORDANCE WITH ASTM F2787,"STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".LOAD CONFIGURATIONS SHALL INCLUDE: 1) INSTANTANEOUS (<1 MIN) AASHTO DESIGN TRUCK LIVE LOAD ON MINIMUM COVER 2)MAXIMUM PERMANENT (75-YR) COVER LOAD AND 3) ALLOWABLE COVER WITH PARKED (1-WEEK) AASHTO DESIGN TRUCK.7. REQUIREMENTS FOR HANDLING AND INSTALLATION:xTO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKINGSTACKING LUGS.xTO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESSTHAN 2”.xTO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED INSECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550 LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATIONDURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROMREFLECTIVE GOLD OR YELLOW COLORS.8. ONLY CHAMBERS THAT ARE APPROVED BY THE SITE DESIGN ENGINEER WILL BE ALLOWED. UPON REQUEST BY THE SITE DESIGNENGINEER OR OWNER, THE CHAMBER MANUFACTURER SHALL SUBMIT A STRUCTURAL EVALUATION FOR APPROVAL BEFOREDELIVERING CHAMBERS TO THE PROJECT SITE AS FOLLOWS:xTHE STRUCTURAL EVALUATION SHALL BE SEALED BY A REGISTERED PROFESSIONAL ENGINEER.xTHE STRUCTURAL EVALUATION SHALL DEMONSTRATE THAT THE SAFETY FACTORS ARE GREATER THAN OR EQUAL TO 1.95 FORDEAD LOAD AND 1.75 FOR LIVE LOAD, THE MINIMUM REQUIRED BY ASTM F2787 AND BY SECTIONS 3 AND 12.12 OF THE AASHTOLRFD BRIDGE DESIGN SPECIFICATIONS FOR THERMOPLASTIC PIPE.xTHE TEST DERIVED CREEP MODULUS AS SPECIFIED IN ASTM F2418 SHALL BE USED FOR PERMANENT DEAD LOAD DESIGNEXCEPT THAT IT SHALL BE THE 75-YEAR MODULUS USED FOR DESIGN.9. CHAMBERS AND END CAPS SHALL BE PRODUCED AT AN ISO 9001 CERTIFIED MANUFACTURING FACILITY.12" ADS N-12 BOTTOM CONNECTIONINVERT 1.2" ABOVE CHAMBER BASE(SEE NOTES)12" X 12" ADS N-12 TOP MANIFOLDINVERT 12.5" ABOVE CHAMBER BASE(SEE NOTES)INSPECTION PORTPROPOSED CATCH BASINW/ ELEVATED BYPASS MANIFOLDMAXIMUM INLET FLOW 2.3 CFS(24" SUMP MIN)PROPOSED OUTLETCONTROL STRUCTUREPER DETAIL OCS-1ISOLATOR ROW(SEE DETAIL)59.3251.43'11.00'9.00'PROPOSED LAYOUT14 STORMTECH SC-740 CHAMBERS4 STORMTECH SC-740 END CAPS6STONE ABOVE (in)6STONE BELOW (in)40 % STONE VOID930INSTALLED SYSTEM VOLUME (CF) ABOVE ELEV 7.07 (PERIMETERSTONE INCLUDED)653SYSTEM AREA (ft²)141SYSTEM PERIMETER (ft)PROPOSED ELEVATIONS17.07MAXIMUM ALLOWABLE GRADE (TOP OF PAVEMENT/UNPAVED)11.07MINIMUM ALLOWABLE GRADE (UNPAVED WITH TRAFFIC)10.57MINIMUM ALLOWABLE GRADE (UNPAVED NO TRAFFIC)10.57MINIMUM ALLOWABLE GRADE (BASE OF FLEXIBLE PAVEMENT)10.57MINIMUM ALLOWABLE GRADE (TOP OF RIGID PAVEMENT)9.57TOP OF STONE9.07TOP OF SC-740 CHAMBER7.6112" TOP MANIFOLD INVERT6.6712" BOTTOM MANIFOLD/CONNECTION INVERT6.5824" ISOLATOR ROW CONNECTION INVERT6.57BOTTOM OF SC-740 CHAMBER6.07BOTTOM OF STONENOTESxMANIFOLD SIZE TO BE DETERMINED BY SITE DESIGN ENGINEER. SEE TECH SHEET #7 FOR MANIFOLD SIZING GUIDANCE.xDUE TO THE ADAPTATION OF THIS CHAMBER SYSTEM TO SPECIFIC SITE AND DESIGN CONSTRAINTS, IT MAY BENECESSARY TO CUT AND COUPLE ADDITIONAL PIPE TO STANDARD MANIFOLD COMPONENTS IN THE FIELD.xTHE SITE DESIGN ENGINEER MUST REVIEW ELEVATIONS AND IF NECESSARY ADJUST GRADING TO ENSURE THE CHAMBERCOVER REQUIREMENTS ARE MET.xTHIS CHAMBER SYSTEM WAS DESIGNED WITHOUT SITE-SPECIFIC INFORMATION ON SOIL CONDITIONS OR BEARINGCAPACITY. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR DETERMINING THE SUITABILITY OF THE SOIL ANDPROVIDING THE BEARING CAPACITY OF THE INSITU SOILS. THE BASE STONE DEPTH MAY BE INCREASED OR DECREASEDONCE THIS INFORMATION IS PROVIDED.ACCEPTABLE FILL MATERIALS: STORMTECH SC-740 CHAMBER SYSTEMSPLEASE NOTE:1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE".2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 6" (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH A VIBRATORY COMPACTOR.3. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FORCOMPACTION REQUIREMENTS.4. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION.NOTES:1. CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".2. SC-740 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS".3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITHCONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS.4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS.5. REQUIREMENTS FOR HANDLING AND INSTALLATION:xTO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKING LUGS.xTO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIGHT OF THE CHAMBER JOINT SHALL NOT BE LESS THAN 2”.xTO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTALLATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.8 OF ASTM F2418 SHALL BE GREATER THAN OR EQUAL TO 550LBS/IN/IN. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (ABOVE 73° F / 23° C), CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOWCOLORS.MATERIAL LOCATION DESCRIPTIONAASHTO MATERIALCLASSIFICATIONSCOMPACTION / DENSITY REQUIREMENTDFINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THETOP OF THE 'C' LAYER TO THE BOTTOM OF FLEXIBLEPAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THATPAVEMENT SUBBASE MAY BE PART OF THE 'D' LAYER.ANY SOIL/ROCK MATERIALS, NATIVE SOILS, OR PER ENGINEER'S PLANS.CHECK PLANS FOR PAVEMENT SUBGRADE REQUIREMENTS.N/APREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVEDINSTALLATIONS MAY HAVE STRINGENT MATERIAL ANDPREPARATION REQUIREMENTS.CINITIAL FILL: FILL MATERIAL FOR LAYER 'C' STARTS FROM THETOP OF THE EMBEDMENT STONE ('B' LAYER) TO 18" (450 mm)ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENTSUBBASE MAY BE A PART OF THE 'C' LAYER.GRANULAR WELL-GRADED SOIL/AGGREGATE MIXTURES, <35% FINES ORPROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THISLAYER.AASHTO M145¹A-1, A-2-4, A-3ORAASHTO M43¹3, 357, 4, 467, 5, 56, 57, 6, 67, 68, 7, 78, 8, 89, 9, 10BEGIN COMPACTIONS AFTER 12" (300 mm) OF MATERIAL OVERTHE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN6" (150 mm) MAX LIFTS TO A MIN. 95% PROCTOR DENSITY FORWELL GRADED MATERIAL AND 95% RELATIVE DENSITY FORPROCESSED AGGREGATE MATERIALS. ROLLER GROSSVEHICLE WEIGHT NOT TO EXCEED 12,000 lbs (53 kN). DYNAMICFORCE NOT TO EXCEED 20,000 lbs (89 kN).BEMBEDMENT STONE: FILL SURROUNDING THE CHAMBERSFROM THE FOUNDATION STONE ('A' LAYER) TO THE 'C' LAYERABOVE.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57NO COMPACTION REQUIRED.AFOUNDATION STONE: FILL BELOW CHAMBERS FROM THESUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER.CLEAN, CRUSHED, ANGULAR STONEAASHTO M43¹3, 357, 4, 467, 5, 56, 57PLATE COMPACT OR ROLL TO ACHIEVE A FLAT SURFACE.2,318"(450 mm) MIN*8'(2.4 m)MAX6" (150 mm) MINDCBA12" (300 mm) MINADS GEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE ALLAROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS12" (300 mm) MIN51" (1295 mm)6"(150 mm) MIN30"(762 mm)DEPTH OF STONE TO BE DETERMINEDBY SITE DESIGN ENGINEER 6" (150 mm) MIN*TO BOTTOM OF FLEXIBLE PAVEMENT. FOR UNPAVEDINSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR,INCREASE COVER TO 24" (600 mm).EXCAVATION WALL(CAN BE SLOPED OR VERTICAL)PERIMETER STONE(SEE NOTE 4)SC-740 END CAPSUBGRADE SOILS(SEE NOTE 3)PAVEMENT LAYER (DESIGNEDBY SITE DESIGN ENGINEER)INSPECTION & MAINTENANCESTEP 1) INSPECT ISOLATOR ROW FOR SEDIMENTA. INSPECTION PORTS (IF PRESENT)A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAINA.2. REMOVE AND CLEAN FLEXSTORM FILTER IF INSTALLEDA.3. USING A FLASHLIGHT AND STADIA ROD, MEASURE DEPTH OF SEDIMENT AND RECORD ON MAINTENANCE LOGA.4. LOWER A CAMERA INTO ISOLATOR ROW FOR VISUAL INSPECTION OF SEDIMENT LEVELS (OPTIONAL)A.5. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.B. ALL ISOLATOR ROWSB.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROWB.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPEi) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRYii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLEB.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3.STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESSA. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERREDB. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEANC. VACUUM STRUCTURE SUMP AS REQUIREDSTEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS.STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM.NOTES1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUSOBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY.SUMP DEPTH TBD BYSITE DESIGN ENGINEER(24" [600 mm] MIN RECOMMENDED)CATCH BASINOR MANHOLESC-740 ISOLATOR ROW DETAILNTSSC-740 END CAPOPTIONAL INSPECTION PORTSC-740 CHAMBERCOVER ENTIRE ISOLATOR ROW WITH ADSGEOSYNTHETICS 601T NON-WOVEN GEOTEXTILE8' (2.4 m) MIN WIDESTORMTECH HIGHLY RECOMMENDSFLEXSTORM PURE INSERTS IN ANY UPSTREAMSTRUCTURES WITH OPEN GRATES24" (600 mm) HDPE ACCESS PIPE REQUIREDUSE FACTORY PRE-FABRICATED END CAPPART #: SC740EPE24BTWO LAYERS OF ADS GEOSYNTHETICS 315WTK WOVENGEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS5' (1.5 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMSELEVATED BYPASS MANIFOLDNOTES:1. INSPECTION PORTS MAY BE CONNECTED THROUGH ANY CHAMBERCORRUGATION VALLEY.2. ALL SCHEDULE 40 FITTINGS TO BE SOLVENT CEMENTED (4" PVC NOTPROVIDED BY ADS).CONNECTION DETAILNTS8"(200 mm)4" (100 mm)SCHED 40 PVCCOUPLING4" (100 mm)SCHED 40 PVC4" (100 mm)SCHED 40 PVCCORE 4.5" (114 mm) ØHOLE IN CHAMBER(4.5" HOLE SAW REQ'D)ANY VALLEYLOCATIONSTORMTECH CHAMBERCONCRETE COLLARPAVEMENT12" (300 mm) MIN WIDTHCONCRETE SLAB6" (150 mm) MIN THICKNESS4" PVC INSPECTION PORT DETAILNTS8" NYLOPLAST INSPECTION PORTBODY (PART# 2708AG4IPKIT) ORTRAFFIC RATED BOX W/SOLIDLOCKING COVERCONCRETE COLLAR NOT REQUIREDFOR UNPAVED APPLICATIONS4" (100 mm)SCHED 40 PVCPART # STUB A B CSC740EPE06T / SC740EPE06TPC6" (150 mm) 10.9" (277 mm)18.5" (470 mm)---SC740EPE06B / SC740EPE06BPC ---0.5" (13 mm)SC740EPE08T /SC740EPE08TPC8" (200 mm) 12.2" (310 mm)16.5" (419 mm)---SC740EPE08B / SC740EPE08BPC ---0.6" (15 mm)SC740EPE10T / SC740EPE10TPC10" (250 mm) 13.4" (340 mm)14.5" (368 mm)---SC740EPE10B / SC740EPE10BPC ---0.7" (18 mm)SC740EPE12T / SC740EPE12TPC12" (300 mm) 14.7" (373 mm)12.5" (318 mm)---SC740EPE12B / SC740EPE12BPC ---1.2" (30 mm)SC740EPE15T / SC740EPE15TPC15" (375 mm) 18.4" (467 mm)9.0" (229 mm)---SC740EPE15B / SC740EPE15BPC ---1.3" (33 mm)SC740EPE18T / SC740EPE18TPC18" (450 mm) 19.7" (500 mm)5.0" (127 mm)---SC740EPE18B / SC740EPE18BPC ---1.6" (41 mm)SC740EPE24B*24" (600 mm) 18.5" (470 mm)---0.1" (3 mm)ALL STUBS, EXCEPT FOR THE SC740EPE24B ARE PLACED AT BOTTOM OF END CAP SUCH THAT THE OUTSIDE DIAMETER OFTHE STUB IS FLUSH WITH THE BOTTOM OF THE END CAP. FOR ADDITIONAL INFORMATION CONTACT STORMTECH AT1-888-892-2694.* FOR THE SC740EPE24B THE 24" (600 mm) STUB LIES BELOW THE BOTTOM OF THE END CAP APPROXIMATELY 1.75" (44 mm).BACKFILL MATERIAL SHOULD BE REMOVED FROM BELOW THE N-12 STUB SO THAT THE FITTING SITS LEVEL.NOTE: ALL DIMENSIONS ARE NOMINALNOMINAL CHAMBER SPECIFICATIONSSIZE (W X H X INSTALLED LENGTH) 51.0" X 30.0" X 85.4" (1295 mm X 762 mm X 2169 mm)CHAMBER STORAGE 45.9 CUBIC FEET (1.30 m³)MINIMUM INSTALLED STORAGE* 74.9 CUBIC FEET (2.12 m³)WEIGHT 75.0 lbs. (33.6 kg)*ASSUMES 6" (152 mm) STONE ABOVE, BELOW, AND BETWEEN CHAMBERSPRE-FAB STUBS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B"PRE-FAB STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T"PRE-CORED END CAPS END WITH "PC"SC-740 TECHNICAL SPECIFICATIONNTS90.7" (2304 mm) ACTUAL LENGTH85.4" (2169 mm) INSTALLED LENGTHBUILD ROW IN THIS DIRECTIONAACB51.0"(1295 mm)30.0"(762 mm)45.9" (1166 mm)12.2"(310 mm)29.3"(744 mm)OVERLAP NEXT CHAMBER HERE(OVER SMALL CORRUGATION)START ENDNOTES1. 8-30" (200-750 mm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536GRADE 70-50-052. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053. DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC5. FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.COM6. TO ORDER CALL: 800-821-6710A PART # GRATE/SOLID COVER OPTIONS8"(200 mm)2808AGPEDESTRIAN LIGHTDUTYSTANDARD LIGHTDUTYSOLID LIGHT DUTY10"(250 mm)2810AGPEDESTRIAN LIGHTDUTYSTANDARD LIGHTDUTYSOLID LIGHT DUTY12"(300 mm)2812AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2015"(375 mm)2815AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2018"(450 mm)2818AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2024"(600 mm)2824AGPEDESTRIANAASHTO H-10STANDARD AASHTOH-20SOLIDAASHTO H-2030"(750 mm)2830AGPEDESTRIANAASHTO H-20STANDARD AASHTOH-20SOLIDAASHTO H-203.A.5Packet Pg. 82Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.43803.A.5Packet Pg. 83Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.43803.A.5Packet Pg. 84Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 85 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 86 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 87 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 88 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 89 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 90 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 91 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 92 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 93Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5Packet Pg. 94Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5Packet Pg. 95Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 96 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 97 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 98 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 99Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) SPECIAL POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That 7-ELEVEN, INC., a Texas corporation, formerly known as The SouthlandCorporation, acting by and through Rankin L. Gasaway, Senior Vice President, GeneralCounsel and Secretary, does hereby nominate, constitute and appoint Grant Distel, SeniorDirector of Development, as agent and attorney-in-fact ("Agent") of 7-Eleven, Inc. and itssubsidiaries (collectively, "7-Eleven"), for purposes of executing and deliveringinstruments and documents as more particularly described below, and does hereby grant,delegate and invest said Agent with power and authority to execute and deliver for, in thename of, and on behalf of 7-Eleven, and in connection with the business and affairs of 7-Eleven, the following instruments and documents: 1.contracts, options, deeds, easements, rights of way, conveyances, bills of sale,access agreements, remediation agreements, escrow agreements, noncompetition agreements, confidentiality and non-disclosure agreements,mortgages, security agreements, financing statements and such otheragreements or instruments as he deems necessary in connection with thepurchase, sale, conveyance or financing of real or personal property or anyinterest therein or relating to other transactions to which 7-Eleven is a party; 2.leases and subleases ( and memoranda thereof) of real or personal property inwhich 7-Eleven is lessor, lessee, sublessor or sublessee, whether direct orindirect; and 3.subordination agreements, certificates, assignments, extensions, discharges,releases and satisfactions of accounts receivable, notes, bonds and mortgages,whether relating to real or personal property. Agent may exercise the power and authority herein granted, delegated and invested,in any particular and appropriate transaction or matter, either as an agent or attorney-in-factof 7-Eleven. Any instruments and documents executed and delivered by Agent under thisSpecial Power of Attorney shall be acts of 7-Eleven and may be relied upon by third partiesdealing with 7-Eleven, such acts being hereby ratified and confirmed by virtue hereof.This special power of attorney shall continue until revoked. APPROVED AND EXECUTED this 19th day of July, 2018. Signed, sealed and delivered in the Presence of the following witnesses: c/iA� A/L_ gnature o'f Witness KeoeisbA ·M; \\e.c Printed Name of Witness Special Power of Attorney -Grant Distel 7-ELEVEN, INC. By�. ;1,,,.,.._... __ � Rankin L. Ga� Y Senior Vice President, General Counsel and Secretary 3.A.5 Packet Pg. 100 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) STATE OF TEXAS § § COUNTY OF DALLAS § BEFORE ME, the undersigned, a Notary Public in and for the aforesaid County and State, on this day personally appeared Rankin L. Gasaway, Senior Vice President, General Counsel and Secretary, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that the same was the act of the said corporation and that he executed the same as the act of such corporation for the purposes therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this �day of July, 2018. �df2kb-W My commission expires: JQ, D. �6 ,;lii?��1<-6··. TIAWANA HALL, ( * (-<..,A.,};,) Notary Public, �tale of Texas • •• >S>/ .... �./,_.,_.. My Comm. Expires 12-5-2020 ··.�?1/i.it{(!";.·· Notary ID 13092091-2 .......... Special Power of Attorney -Grant Distel 3.A.5 Packet Pg. 101 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 102Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 103Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 104Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 105 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 106 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 107 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 108 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 109 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 110 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 111 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 112 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 113 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 114 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 115 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 116 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 117 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 118 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 119 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 120 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 121 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 122 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 123 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 124 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 125 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 126 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 127 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 128 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 129 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 130 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 131 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 132 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 133 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 134 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 135 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 136 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 137 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 138 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 139 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 140 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 141 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 142 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 143 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 144 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 145 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 146 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 147 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 148 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 149 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 150 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 151 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 152 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 153 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 154 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 155 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 156 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 157 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 158 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 159 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 160 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 161 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 162 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 163 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 164 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 165 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 166 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 167 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 168 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 169 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 170 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 171 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 172 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 173 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 174 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 175 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 176 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 177 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 178 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 179 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 180 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 181 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 182 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 183 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 184 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 185 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 186 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 187 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 188 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) BOUNDARY AND TOPOGRAPHIC SURVEYDRAWN BY:CHECKED BY:JOB CODE:SCALE:DATE:FILE:SHEET:04/11/191" = 20'TJDTJD19-48 BSTS.DWG1 of 1GradyMinorCivil Engineers●Land Surveyors●Planners●Landscape ArchitectsCert. of Auth. EB 0005151 Cert. of Auth. LB 0005151 Business LC 26000266 Bonita Springs: 239.947.1144Fort Myers: 239.690.4380PARCEL OF LANDLYING INSECTION 26, TOWNSHIP 48 SOUTH, RANGE 25 EASTCOLLIER COUNTY, FLORIDAPROPERTY DESCRIPTIONDigitally signed by Timothy J. DeVries, PSM #6758, State of Florida DN: cn=Timothy J. DeVries, PSM #6758, State of Florida, o=This item has been electronically signed and sealed by Timothy J. DeVries, PSM, on the date shown below using SHA-1 authentication code., ou=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=tdevries@gradyminor.com, c=US Date: 2019.07.18 10:41:19 -04'00'3.A.5Packet Pg. 189Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 190 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 191 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 192 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 193 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 194 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 195 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 196 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 197 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 198 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 199 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 200 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 201 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 202 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 203 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 204 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 205 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 206 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 207Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 208 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 209 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 210 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 211 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 212 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 213 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 214 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 215 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 216 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 217 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 218 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 219 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 220 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 221 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 222 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 223 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 224 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 225 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 226 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 227 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 228 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 229 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 230 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 231 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 232 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 233 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 234 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 235 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 236 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 237 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 238 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 239 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 240 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 241 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 242 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 243 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 244 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 245 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5Packet Pg. 246Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with 3.A.5 Packet Pg. 247 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 248 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 249 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 250 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 251 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 252 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 253 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 254 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 255 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 256 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 257 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 258 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 259 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 260 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 261 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 262 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 263 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 264 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 265 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 266 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 267 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 268 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 269 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 270 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 271 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 272 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 273 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 274 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 275 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 276 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 277 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 278 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 279 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 280 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 281 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 282 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 283 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 284 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 285 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 286 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 287 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 288 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 289 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 290 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 291 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 292 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 293 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 294 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) G:\Engineering\PROJ-ENG\C\CC711AI (34805)\Civil\03Design and Permitting\00 Site Plan with Deviations\Summary of Landscape Required for SDP No. 98-238.docx Landscape and Setback Requirements per SDP No. 90-238 Summary of Landscape Requirements Location Description Requirement (See Landscape Requirement Document from records within SDP No. 90-238, pages 49-56 of the pdf provided by Collier County Records Department). Calculation (per Sheet 3 of 8 of SDP No. 90-238) Provided per SDP No. 90-238 (Sheets 3 and 8) Eastern Buffer Landscaping Adjacent to Vehicular Right-of- Way Per Section 1, a 5 foot wide strip of land located between the abutting right-of-way and the off-street parking is required. The strip shall include 1 tree per 50 LF and a hedge of at least 3 feet in height along the full length less 10 feet for any intersection. 200 LF -10 LF = 190 feet. 190 LF/50 feet = 4 trees 5 existing pine trees (13”, 12”, 10”, and two 8”) within the detention area labeled as 1-5 on the enclosed exhibit and proposed ilex galabra gall berry hedge (36” height, 3 gal.). Western and Southern Buffer (Calculated together in SDP No. 90-238) Vehicular Landscaping adjacent to Interior Property Lines Per Section 2, a 5 foot strip of land to include 1 tree for each 50 linear feet of interior property lines abutting vehicular way with grass, ground cover, or other non-pavement landscape material is required. 395 LF/50 FT = 8 trees 8 trees labeled as 6-13 on the enclosed exhibit. Includes 4 existing maples to remain, 1 maple to be provided, and 3 slash pine to be provided. Internal to Site Interior to Lot Containing Vehicular Uses Per Section 3, the greater of either 10 SF per parking space or 10 SF or landscape area for each 300 SF of paved area. The internal landscape area shall have 1 tree per each 100 SF required. Greater of: 5 spaces x 10 SF = 50 SF or 18,470 SF of pavement/300 SF = 61.5 61.5 SF*10 SF = 615 SF required 615 SF/100 SF = 7 trees required 7 trees labeled 14-20 on the attached exhibit. Includes 1 proposed slash pine (minimum 7’ height, 15 gallon) at northern property line and 6 proposed cabbage palms (8’-12’ height, clear trunk) internal to the site. A total of 1,537 SF internal landscaping provided by means of evergreen giant at 2 ft o.c., min 18”, 1 gal.) Northern Buffer Abutting Existing Commercial No Requirement None Provided, the above notes all landscaping existing and proposed on SDP No. 92-238 None Summary of Setback Required and Provided under SDP No. 93-238 Location Yard Designation per SDP No. 93- 238 Required Setback Per PUD Ord. No. 81-58 (ft) Car Wash Provided Setback per SDP Worksheet in Official Records of Collier County (ft) Car Wash Provided per Current Survey (ft) Convenience Store Building per Current Survey (ft) Gas Pump Canopy per Current Survey (ft) Min Existing Setback for 3 Primary Structures North Side 5 6.14 5.9 97.5 65.4 5.9 South Side 5 N/A – Not noted 175.8 77.8 19.6 18.4 East Front 15 86.5 86.2 102.1 87.1 85.5 West Rear 5 52.41 52.3 37.3 57.9 37.3 3.A.5 Packet Pg. 295 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 296 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 297 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 298 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 299 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 300 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 301 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 302 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 303 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 304 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 305 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 306 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 307 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 308 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 309 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 310 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 311 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 312 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 313 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 314 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 315 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 316 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 317 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 318 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 319 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.5 Packet Pg. 320 Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 1.2.REVISIONSG:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:47 AMGradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannerswww.GradyMinor.comDATE: July, 2019LANDSCAPE PLANS7-ELEVEN NO. 34805SHEET1 OF 47-ELEVEN NO. 34805COVER SHEETCOLLIER COUNTY, FLLANDSCAPE ARCHITECTURAL PLANSTABLE OF CONTENTSDwg. No.Description1 COVER SHEET2 SDPA LANDSCAPE PLAN3 SDPA PLANT SCHEDULE & SPECIFICATIONS4 SDPA DETAILS SHEET02000' 4000'1000'SCALE: 1" = 2000'TOLL FREEINVESTIGATEBEFORE YOUEXCAVATE1-800-432-4770NOTICE BEFORE YOU EXCAVATE.MIN. OF 2 DAYS AND MAX. OF 5 DAYSFL. STATUTE 553.851 (1979) REQUIRES"CALL SUNSHINE"LOCATION MAPSCALE: 1" = 2000'VACINITY MAPSCALE: 1" = 300'Owner/Developer:7-Eleven, Inc.Grant Distel,Assistant Secretary, Sr.Development Directory3200 Hackberry RoadIrving, TX 75063Tel: (214) 965-0990IMMOKALEE ROAD (C.R. 846)VANDERBILT BEACH ROAD (C.R. 862)PINE RIDGE ROAD (C.R. 896)TAMIAMI TRAIL (U.S. HWY 41)GOODLETTE-FRANK ROAD (C.R. 851)AIRPORT-PULLING ROADLIVINGSTON ROADPROJECTSITEIMMOKALEE ROAD (C.R. 846)AIRPORT-PULLING ROADPROJECTSITE0300' 600'150'SCALE: 1" = 300' This item has been electronically signed and sealed by Richard Peter Chalupa, R.L.A. on the date adjacent to the seal using a SHA authentication code. Printed copies of this document are not considered signed and sealed and the SHA authentication code must be verified on any electronic copies. Digitally signed by Richard P. Chalupa, R.L.A. DN: c=US, st=Florida, l=Bonita Springs, o=Q. Grady Minor & Associates, cn=Richard P. Chalupa, R.L.A., email=rchalupa@gradyminor.com Date: 2020.02.21 14:08:48 -05'00' Adobe Acrobat version: 2020.006.200343.A.5Packet Pg. 321Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 5' TYPE 'B' BUFFER190 LF PER ORDINANCE 81-58, SECT. 3.7SIGNPROPOSED BUILDING3,305sfUTIL: WATER LINEUTIL: SAN-SEWER LINEUTIL: WATER LINEUTIL: STORM LINEUTIL: STORM LINEVUAVUAVUA3:1VUAINGRESS / EGRESS DRIVE(PRIVATE ENTRY DRIVE INTO PARKING LOT)AIRPORT-PULLING ROADUTIL: BURIED ELECTEXISTINGSLASH PINEPARKING LOT AISLEPARKING LOT AISLECE510' TYPE 'D' BUFFER76 LF PER ORDINANCE 81-58, SECT. 3.7PA10' TYPE 'B' BUFFER97 LF PER ORDINANCE 81-58, SECT. 3.7QV3RBT10' TYPE 'B' BUFFER125 LF PER ORDINANCE 81-58, SECT. 3.7RBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTRBTBLDBLDSIGN VISIBILITY TRIANGLESIGN VISIBILITY TRIANGLECHR231OVERHEAD LINESCHR224RBTBPP: 274sfBPP: 246sfRBTSAFE SIGHT DISTANCE TRIANGLES(Sect 4.06.01.D.1)10'10'10'10'10'10'10'10'SAFE SIGHT DISTANCE TRIANGLES(Sect 4.06.01.D.1)PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE10' LBE10' LBE5' LBE10' LBEHYDR10' UE10' UEEOPEOPBOCEOPBOCEOPBOCEOPBOCEOPBOCEOPBOCEOPBOCEOPBOCEOPBOCWALKWALKWALKBOARDWALKINT: 267sfEXISTING SIDEWALKEXISTING SIDEWALKR.O.W. LINEEOPBOCEXISTING SIDEWALKFPLDUMPSTER10' UE10' UE10' UE10' UEINT: 408sfLPRETENTION AREARETENTION AREALPLPSODSODSODSODSODSODSODSODSODEXISTING SODEXISTING SODVUACE1VUAADJACENT PARCELUSE: COMMERCIALADJACENT PARCEL, USE: COMMERCIALADJACENT PARCEL, USE: COMMERCIALADJACENT PARCELUSE: COMMERCIALEXISTINGSLASH PINEEXISTINGSLASH PINEEXISTINGCABBAGE PALMEXISTING SODWALKLPCE1UTIL: WATER LINEUTIL: STORM LINEUTIL: STORM LINELPLPLPBPP: 89sfBS31CESP347.5'74.2'20MUHCLU1742CHR9CHRCHR6CE55CE48COC39IXC24CHR29PSYINT: 106sf1.2.SCALE: 1" = 10'N O R T HREVISIONSGradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannerswww.GradyMinor.com7-ELEVEN NO. 34805SDPA LANDSCAPE PLANCOLLIER COUNTYG:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:50 AMSHEET2 OF 4DATE: July, 2019SLEEVESSLEEVESCRWIRRIGATION VALVES (TYP)IRRIGATION VALVES (TYP)IRRIGATION MAIN LINEIRRIGATION MAIN LINEIRRIGATION CONTROLLERAND SENSORSSLEEVESSLEEVES223.A.5Packet Pg. 322Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) TREESCODEQTYBOTANICAL NAMECOMMON NAMEHT. AND SPR.CALSPEC.BS 3 Bursera simaruba Gumbo Limbo 10` ht x 4' spd. min. 2" cal. min. Full CrownCE 18 Conocarpus erectus Green Buttonwood Standard, 10` ht x 4' spd. min. 2" cal. min. Full CrownQV 3 Quercus virginiana Southern Live Oak 10` ht x 4' spd. min. 2" cal. min. Full CrownSP 3 Sabal palmetto Cabbage Palm 10` ct min. Booted Staggd. Hts., Tied HeadsSHRUBSCODEQTYBOTANICAL NAMECOMMON NAMESIZEHT. AND SPR.SPACINGCHR2 55 Chrysobalanus icaco `RT` Red Tip Cocoplum 10 gal. min. 60" ht. min. 48" ocCHR 81 Chrysobalanus icaco `RT` Red Tip Cocoplum 3 gal. min. 24" ht. min, at install 36" ocCLU 17 Clusia guttifera Small Leaf Clusia 10 gal. min. 60" ht. min. 48" ocCOC 48 Coccoloba uvifera Sea Grape 10 gal. min. 60" ht. min. 48" ocMUH 20 Muhlenbergia capillaris Pink Muhly 3 gal. min. 24" ht. min, at install 36" ocPSY 29 Psychotria nervosa Wild Coffee 3 gal. min. 24" ht. min, at install 36" ocSHRUB AREASCODEQTYBOTANICAL NAMECOMMON NAMESIZEHT. AND SPR.SPACINGIXC 39 Ixora coccinea `Petite Orange` Dwarf Orange Ixora 3 gallon min. 18" ht min., Full 18" o.c.PLANT SCHEDULE: SDPASOD and MULCHSOD1 TBDSOD ALL PROPOSED SOD BEDS WITH STENOTAPHRUM SECUNDATUM - ST. AUGUSTINE FLORATAM SOD NOTED AS "SOD" ON PLAN.ALL OTHER DISTURBED AREAS WITH PASPALUM NOTATUM - BAHIA SOD, NOTED AS "BAHIA SOD" ON PLAN.CONTRACTOR TO SUBMIT QUANTITIES.MULCH TBDFORESTRY SERVICES COLLIER COUNTY BROWN, OLD FLORIDA BLEND MULCH, OR APPROVED OTHER HARDWOOD MULCHNO CYPRESS MULCH PERMITTEDSHREDDED, 3" THICK, ALL PLANT BEDS AND TREES RINGS (4') DIAMETER WITHIN SOD BEDS.CONTRACTOR TO SUBMIT QUANTITIES.1.2.REVISIONSGradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannerswww.GradyMinor.com7-ELEVEN NO. 34805SDPA PLANT SCHEDULE & SPECIFICATIONSCOLLIER COUNTYG:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:53 AMDATE: July, 2019SHEET3 OF 4 IRRIGATION LEGEND ZONE / VALVE LABEL: "H" or "L" for High or Low Water Use#" Irrigation Meter# Station Irrigation ControllerRain and Wind Sensor SwitchesIrrigation ValveIrrigation Main LineSleeving Locations (See Irrigation Notes #4 & 5)MCRWIRRIGATION NOTES:1. The site is to contain 100% Irrigation Coverage via an efficient system utilizing standards common to the industry.2. The Irrigation system is to be controlled by a rain and/or wind sensor switch connected to the System controller. Thelocation of the System controller is to be verified and coordinated as necessary to provide access and electricalconnection(s).3. Verify Pump and Equipment Locations with Owner.4. Irrigation sleeving locations indicated are diagrammatic and serve only as a guide for installation purposes. Irrigationsleeving is to be a minimum of Schedule 40 PVC two times the size of irrigation pipe. This work is to be coordinated by theGeneral Contractor. Sleeving shall be clearly marked, flagged, or otherwise delineated above grade to avoid damage andprovide ease of location for future use. Sleeving shall be utilized in areas where piping must cross a greater than 5' width,such as roads and walks.5. Irrigation Contractor to verify all sleeving locations with the Owner / Developer / General Contractor prior to installation of allsubsurface and proposed impervious surfaces. This Irrigation Plan is CONCEPTUAL for Code Minimum Purposes and willneed further detailing upon finalizing contracts from a selected Irrigation Designer / Landscape Architect of shoice.6. Avoid overspray on pavement, buildings, etc. Utilize pressure-compensating heads for elimination of aerosol spray (This isa standard feature of INST, Hunter spray heads).7. The design is based upon the following operating parameters: 60 GPM Max. and 40 PSI Min.-60 PSI Max.8. Pipe sizing shall be determined by the Friction Loss Method and water velocity shall not exceed 5 cubic feet per second.9. Constant pressure piping shall be SCH 40 PVC.10. The Irrigation Contractor shall supply As-built drawings and material cut sheets upon installation completion and as a termof Final Acceptance. This cost shall be accommodated in the bid.11. Zones shall be marked in the controller box and corresponding valves shall have affixed to the Valve Cover a waterproof,fade-resistant tag.12. Verify installation and parts warranty prior to Contract execution.13. Irrigation heads in planting beds shall be 12" pop-up minimum and 6" pop-up minimum in sod areas. Risers, if installed,shall be black pvc consistent with later piping. Verify remaining type(s), if necessary. Install quick couplers as required oras noted.14. This system shall be automated, provide a moisture sensing device, and will avoid the application (or indirect runoff ofirrigation water) of water to impervious areas.15. This system shall utilize bubblers on the required trees.16. The Irrigation Meter if required shall be supplied by the General Contractor.NO SCALERAIN-CLIKINSTALLATION DETAILWALLNOTE:MOUNT RAIN-CLIK ON ANY SURFACE WHERE ITWILL BE EXPOSED TO UNOBSTRUCTED RAINFALL,BUT NOT IN THE PATH OF SPRINKLER SPRAY.LEAD WIRES TO CONTROLLERNO SCALEWIND-CLIKINSTALLATION DETAILWALLWIND-CLIKLEAD WIRES TO CONTROLLERNOTE:WIND OBSTRUCTION SHOULD BE AVOIDED, OFCOURSE; HOWEVER, WHEN BUILDINGS ARE NEARBY,THE WIND-CLIK SHOULD BE LOCATED SO THATTHE PREVAILING WIND DIRECTION IS NOT OBSTRUCTED.GOING UP HIGH IS NOT ALWAYS NECESSARY;HOWEVER, IT IS A GOOD WAY TO AVOIDOBSTRUCTIONS. WIND SPEEDS OFTEN VARYACCORDING TO GROUND HEIGHT, AND FOR IRRIGATIONSYSTEM CONTROL THE WIND SPEED ABOUT 6 FEETABOVE GROUND WOULD BE A GOOD REPRESENTATIVEHEIGHT FOR THE WIND-CLIK PLACEMENT.PVC MAIN LINEPLASTIC VALVE BOXFINISH GRADEWITH COVERNO SCALEINSTALLATION DETAILFLOW-CLIKMASTER VALVEWIRES TOINTERFACEPANELNO SCALEINSTALLATION DETAILICC-PL3/4"(19mm) CONDUIT FOR 120/230 VAC1-1/4", 1-1/2" OR 2" (32, 40 OR 50mm)CONDUIT FOR VALVE WIRES13"min (33 cm)DOOR CLEARANCEICC CONTROLLERPLASTIC CABINET6-1/2"min. (16cm)HINGE PINCLEARANCE FORDOOR REMOVAL(LENGTH AS REQUIRED)POLY PIPEPOLY ELLPOLY ELLRUBBER COVERGEARED ROTORPVC LATERAL LINEPVC TEEFINISH GRADEPOLY PIPEINSTALLATION DETAILNO SCALEMODEL I-20 6"I-20 6" GEAR DRIVE3/4" STREET ELLSPRAY HEADFINISH GRADE1/2" STREET ELLPVC TEE(LENGTH AS REQUIRED)PVC LATERAL LINEINST-06 SPRAY HEADMODEL INST-06SWINGINSTALLATION DETAILNO SCALE1/2" STREET ELLS1/2" SCH 80 NIPPLESPRAY HEADFINISH GRADEINST-12 SPRAY HEADMODEL INST-12SWINGINSTALLATION DETAILNO SCALE1/2" STREET ELLSPVC LATERAL LINE(LENGTH AS REQUIRED)PVC TEE1/2" STREET ELL1/2" SCH 80 NIPPLEPVC LATERAL LINEPLASTIC VALVE BOXTO SPRINKLERSCONTROL WIRESCHEDULE 80 PVC NIPPLEMAIN LINE FITTINGMAIN SUPPLY LINEHUNTER ELECTRIC VALVEFINISH GRADEWITH COVER90° ELL-PVCNO SCALEINSTALLATION DETAILPGV1-GLOBETRIANGULAR LAYOUT TYPICALSPACING DEPENDENT ON PERFORMANCESPECIFICATION AND AVAILABLE WATER SUPPLYIRRIGATION HEAD TYPICALPVC LATERAL PIPINGSIZE TO BE DEPENDENT OF FLOWREQUIREMENTS OF IRRIGATION ZONEELECTRIC SOLENOID VALVECONTROLLED BY AUTOMATICTIME TYPICALSPRAY PATTERN OR ROTOR TRAVELTO BE ADJUSTABLE TO ELIMINATE OVER SPRAYONTO BUILDINGS, PAVEMENT OR EXISTINGNATIVE VEGETATION AREAS.TYPICAL SPRAY IRRIGATION ZONE DIAGRAMADD IRRIGATION HEADSAS NEEDED.ADD IRRIGATION BAYSAS NEEDED.IRRIGATION LAYOUT NOTES:1. ALL LAYOUTS TO USE TRIANGULAR HEAD TO HEAD SPACING TO ACHIEVE 100%COVERAGE OF REQUIRED AREA.2. SPRAY TYPE HEADS AND ROTOR TYPE HEADS TO UTILIAE3 THE SAME SCHEMATIC ZONE LAYOUTPATTERN (TRIANGULAR). HEAD SPACING TO BE DETERMINED BY HEAD TPE AND PERFORMANCESPECIFICAITONS.3. SPRAY HEAD ZONES AND ROTOR HEAD ZONES SHALL BE CONTROLLEDSEPERATELY BY AUTOMATIC CONTROL TIMER EQUIPPED WITH MINI-CLICK II RAIN SENSOR OREQUIVALENT. LANDSCAPE CALCULATIONSCALCULATIONREQUIREDPROVIDED1.VEHICULAR USE AREA (CHAPTER 4.06.03.B.1)AREA WITHOUT CURBING, LABELED AS "INT" AND "VUA"14,619sf x 0.10TREES: 1 / 250sf=1,462sf INTERIOR LANDSCAPING6 TREES* 781sf INTERIOR LANDSCAPING6 TREES2.RIGHT-OF-WAY LANDSCAPING (CHAPTER 4.06.02.C)76 LF TYPE 'D' BUFFER, R.O.W. ACCESS ROAD, LABELED AS "RBT"TREES: 76 LF / 30,SHRUBS: 76 LF / 3 x 2=3 TREES,51 SHRUBS3 TREES,51 SHRUBS3.PERIMETER BUFFERING (CHAPTER 4.06.02.C)125 LF TYPE 'B' BUFFER, NORTH, LABELED AS "RBT"TREES: 125 LF / 25,SHRUBS: 125 LF / 4=5 TREES,31 SHRUBS5 TREES,31 SHRUBS190 LF TYPE 'B' BUFFER, EAST, LABELED AS "RBT"TREES: 190 LF / 25,SHRUBS: 190 LF / 4=8 TREES,48 SHRUBS8 TREES(3 EXISTING + 5 PROPOSED),48 SHRUBS97 LF TYPE 'B' BUFFER, WEST, LABELED AS "RBT"TREES: 97 LF / 25,SHRUBS: 97 LF / 4=4 TREES,24 SHRUBS4 TREES,24 SHRUBS4.BUILDING PERIMETER PLANTINGS (CHAPTER 4.06.05.C)COMM., RESIDENTIAL (w/ 3+ UNITS), RETAIL/OFFICE IN INDUST. BLDGS,50% MAX MAY BE LOCATED WITHIN PERIMETER BUFFERS (4.06.05.C.5)BUILDING LESS THAN 10,000sf, LABELED AS "BLD" AND "BPP"(74.2+74.2+47.5+47.5) x 0.25 x 10'1 TREE/PALM per 300sfTrees/Palms @ 10' oa ht / 10' CT,Planting bed = 5' min. width=609sf PLANTING2 TREES609sf PLANTING2 TREES5.LANDSCAPE REQUIREMENTS (CHAPTER 4.06.05.B)INDUSTRIAL / COMMERCIAL: TREES: 1 / 3,000sf PERVIOUS LOT AREA(EXISTING & OTHER CODE REQUIRED LANDSCAPING MAY BE CREDITED)14,385sf / 3,000=5 TREES(TOTAL MINIMUM)5 TREES(TOTAL MINIMUM)Section 4.06.05.D - Plant Material Standards:1. Quality. Plant materials used to meet the requirements of this section 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 Agricultural, State of Florida (as amended). Root ball sizes on all transplanted plant materials shall also meet state standards.a. For sites South and West of US-41 all required landscaping shall be 100% native species as determined by accepted valid scientific reference. For sites South and West of I-75and North and East of US-41, a minimum of 75% native trees and 50% Native shrubs are required. For sites North and East of I-75, a minimum of 75% native trees and 35%native shrubs are required. (Link to "Recommended Collier County Native Plant list" and "Native Required Planting Map").2. Trees and Palms. All required new individual trees, shall be species having an average mature spread or crown of greater than 20 feet in the Collier County area and havingtrunk(s) which can be maintained in a clean condition over five feet of clear wood. Trees adjacent to walkways, bike paths and rights-of-way shall be maintained in a clean conditionover eight feet of clear wood. Trees having an average mature spread or crown less than 20 feet may be substituted by grouping the same so as to create the equivalent of 20-footcrown spread. For code-required trees, the trees at the time of installation shall be a minimum of 25 gallon, ten feet in height, have a 1¾-inch caliper (at 12 inches above the ground)and a four-foot spread.a. A grouping of three palm trees will be the equivalent of one canopy tree. Exceptions will be made for Roystonea spp. and Phoenix spp. (not including roebelenii) which shallcount one palm for one canopy tree. Palms may be substituted for up to 30 percent of required canopy trees with the following exceptions. No more than 30% of canopy treesmay be substituted by palms (or palm equivalent) within the interior of a vehicular use area and within each individual Type 'D' Road Right-of-Way Landscape Buffer. Palmsmust have a minimum of 10 feet of clear trunk at planting.b. All new trees, including palms, shall be of a species having an average mature height of 15 feet or greater.Section 4.06.05.C - Building Foundation Planting:All commercial buildings , residential buildings with 3 or more units, and retail and office uses in industrial buildings shall provide building foundation plantings in the amount set forthin table 4.06.05.C. and illustration 4.06.05.C. These planting areas shall be located adjacent to building entrance(s), primary façades , and/or along façades facing a street . Forprojects subject to architectural design standards, see LDC sections 5.05.08 E.—F. for related provisions.1. Retail and office buildings shall have foundation plantings on at least 3 building façades. Plantings shall occur along at least 30 percent of each these façade lengths.2. Minimum planting area width for trees and palms shall be 8 feet.3. Building foundation plantings shall be covered with shrub, ground cover, raised planter boxes, and ornamental grass plantings, except as provided in Item 9, below.4. Sidewalks may occur between the building and foundation planting areas. Sidewalks may also occur between foundation planting areas and planted islands that meet criterion 7.below.5. A maximum of 50 percent of the required foundation planting may be located in perimeter buffers.6. Water management areas shall not occur in foundation planting areas.7. Parking lot islands shall not be used to meet building foundation planting area requirements, except for islands contiguous to foundation planting areas that exceed minimumwidth requirements.8. Buildings with overhead doors and/or open vehicular use areas along building perimeters that are visible from any road, access, or residence shall provide a Type B landscapebuffer or approved equivalent along the entire perimeter opposite these features. The required foundation plantings for these buildings shall be reduced by 20 percent.9. All projects may use the following alternatives to meet the requirements of table 4.06.05 C.:a. Turf grass may be used for up to 30 percent of the building foundation planting area when required tree heights are increased by 2 feet.b. Decorative paving areas incorporating courtyards, walkways, water features, plazas, covered seating and outdoor eating spaces may be used to meet up to 20 percent of therequired building foundation planting area.c. Vine planted arbors, wall planters, and trellis structures may be used to meet up to 15 percent of the required building foundation planting area.Section 4.06.05.H - Installation and Selection Requirements of Plant Materials:2. Limerock located within planting areas shall be removed and replaced with native or growing quality soil before planting. A plant's growth habit shall be considered in advance ofconflicts which might arise (i.e. views, signage, overhead power lines, lighting, sidewalks, buildings, circulation, etc.). Trees shall not be placed where they interfere with sitedrainage, subsurface utilities, or where they shall require frequent pruning in order to avoid interferences with overhead power lines and buildings.a. An approved root barrier system shall be installed when the following occurs:i. Large canopy trees are planted closer than 15 feet to a building.ii. Large canopy trees are planted closer than 10 feet to a sidewalk, underground utility or paved area with no curbing or curbing which extends less than 18 inches belowgrade.b. Tree and parking lot/pole lighting locations shall be designed so as not to conflict with one another.i. Parking lot/pole lighting shall not be located in landscape islands with trees.ii. Parking lot/pole lighting shall be located a minimum of 12.5 feet from the trunk of a tree.3. Trees shall not be planted in areas that retain excessive quantities of water or will require excessive amounts of fill placed over the root system that will affect the health of thetree species. Required landscaping shall not be placed within easements without written approval from all entities claiming an interest under said easement.Utilities Standards Manual:Trees are to be offset from Water Mains by 5 feet.UTILITY PRUNING ZONELARGE TREES 50' OR TALLER: 50' MIN. SETBACKMED. TREES 14-'49' TALL: 30' MIN. SETBACKLARGE PALMS: 20' + FROND LENGTHFPL - RIGHT TREE, RIGHT PLACENOT TO SCALEDETAIL DRAWN FROM FPL WEBSITE IMAGE, DATED: JULY 201922222* DEVIATION REQUEST FILED3.A.5Packet Pg. 323Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 1.2.REVISIONSGradyMinorCivil EngineersLandscape ArchitectsLand SurveyorsPlannerswww.GradyMinor.com7-ELEVEN NO. 34805SDPA DETAILS SHEETCOLLIER COUNTYG:\LANDSCAPE\C\CC711AI - 7-11 STORE 34805\01-DWGS\CODE\CC711AI - SDPA LA.DWG 2/11/2020 9:53 AMDATE: July, 2019SHEET4 OF 4LANDSCAPE INSTALLATION NOTES:1. ALL PLANT MATERIAL MUST BE FLORIDA NO. 1.2. ALL PLANTS SHALL BE FERTILIZED WITH AGRIFORM 20-10-5 TABLETS AS PER THE MANUFACTURER'S SPECIFICATIONS INCONJUNCTION WITH NOTE #3.3. THE PLANTING SOIL SHALL BE THE APPROXIMATE PROPORTIONS AS FOLLOWS: 50% SAN AND 50% ORGANIC MATERIALCONSISTING OF NATIVE PEAT, WELL DECOMPOSED SAWDUST, LEAF MOLD AND TOP SOIL. IT SHALL PROVIDE A GOODPLIABLE AND THOROUGHLY MIXED MEDIUM WITH ADEQUATE AERATION, DRAINAGE AND WATER-HOLDING CAPACITY. ITSHALL ALSO BE FREE OF ALL EXTRANEOUS DEBRIS, SUCH AS ROOTS, STONES, WEEDS, ETC.4. A SET OF CONSTRUCTION DOCUMENTS AND/OR APPROVED CODE-REQUIRED PLANS SHALL BE ON SITE AT ALL TIMES.5. ALL UTILITIES, EASEMENTS, RIGHT-OF-WAY, OWNERSHIP, AND/OR OTHER SURVEY DATA SHALL BE VERIFIED BY THEGENERAL CONTRACTOR, SITEWORK CONTRACTOR, AND/OR LANDSCAPE CONTRACTOR PRIOR TO THECOMMENCEMENT OF WORK.6. COMPLIANCE / PERMIT ACQUISITION AND/OR DISPLAY IS REQUIRED FOR CODE-RELEVANT REQUIREMENTS (SUCH AS,BUT NOT LIMITED TO: REMOVALS, TRIMMING, REPLACEMENT, ETC.).7. VERIFY PLANT QUANTITIES AND SPECIFICATIONS WITH THE LANDSCAPE ARCHITECT (ALSO REFERENCED AS "L.A."HEREAFTER). NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IF DISCREPANCIES ARE NOTED. PLANTING PLANSHALL TAKE PRECEDENCE OVER 'PLANT LIST QUANTITIES.' THE L.A. RESERVES THE RIGHT FOR MATERIAL REJECTIONIF THE INSTALLATION DOES NOT CORRESPOND TO THE PLANT LIST 'SPECIFICATION / REMARK'.8. PLANT MATERIAL IS TO BE FLORIDA GRADE #1 MINIMUM AND FLORIDA FANCY FOR PLANT MATERIAL SPECIFIED AS"SPECIMEN." TREES ARE TO BE CONSIDERED SINGLE TRUNK AND MEET THE MINIMUM STANDARD FOR CODE WITHINTHE APPLICABLE JURISDICTION.9. SIZES/SPECIFICATIONS ARE CONSIDERED MINIMUM. INSTALLATION MATERIAL IS TO MEET OR EXCEED THESEREQUIREMENTS - VERIFY ANY DISCREPANCY PRIOR TO MATERIAL PURCHASE, DELIVERY, AND/OR INSTALLATION.10.THE LANDSCAPE CONTRACTOR SHALL VERIFY THE LOCATION OF PLANT MATERIAL WITH THE LANDSCAPE ARCHITECTPRIOR TO INSTALLATION - CONTACT THE L.A. FOR SPECIFIC GUIDELINES. IF A SITE CONFLICT / POTENTIAL IS NOTED,NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO MATERIAL INSTALLATION. THE L.A. RESERVES THE RIGHT FORMATERIAL RELOCATION IF THE INSTALLATION DOES NOT CORRESPOND TO THE PLANTING PLAN.11.THE LANDSCAPE CONTRACTOR AND/OR IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGED SITEUTILITIES, INFRASTRUCTURE, ETC. REPAIR / REPLACE SHALL BE A REQUIREMENT.12.VERIFY SITE REMOVALS, RELOCATIONS, AND/OR PROTECTED ITEMS PRIOR TO BID PREPARATION. THIS MAY INCLUDEBUT NOT BE LIMITED TO: SOD, SOIL, PLANT MATERIAL, STUMPS, ETC. THE LANDSCAPE CONTRACTOR SHALL BEREQUIRED TO COMPLETE WORK AS OUTLINED WITH THE PLANTING PLAN(S), SPECIFICATIONS, AND NOTES.13.QUANTITIES AND SPECIFICATION ARE SUBJECT TO ADJUSTMENT, RELOCATION, AND/OR REMOVAL DURING OR AFTERTHE INSTALLATION AND SUBSEQUENT APPROVAL PROCESS BY THE L.A.14.CONTRACTOR AND / OR LANDSCAPE CONTRACTOR SHALL REMOVE ALL EXOTIC(S) OR NUISANCE PLANTS AS DEFINEDBY THE LOCAL AGENCY(IES) WHICH SHALL SUPERCEDE STATE REQUIREMENTS; HOWEVER, THE FLORIDA EXOTIC PESTPLANT COUNCIL (FLEPPC) AND/OR UF-IFAS STANDARDS SHALL BE USED AS A DATABASE TO JUSTIFY REMOVALS IF NOLOCAL ORDINANCE/CODE REQUIREMENT EXISTS.15.THE LANDSCAPE CONTRACTOR SHALL EXECUTE PRUNING VIA A CERTIFIED ARBORIST AND USING STANDARDS ASESTABLISHED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURE. ALL PRUNING, UPON REQUEST, SHALL BEADVISED BY THE L.A.16.TREES AND PALMS OVER 9' IN HEIGHT SHALL BE STAKED.17.THE LANDSCAPE CONTRACTOR AND/OR IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR:A. PLANT WARRANTIES AND REPLACEMENTS, AS SPECIFIED WITHIN THEIR RESPECTIVE AGREEMENT(S)B. PLANT MATERIAL MAINTENANCE UNTIL "SUBSTANTIAL COMPLETION"C. PLANT MATERIAL PROTECTION ADEQUACYD. SCOPE OF WORK VERIFICATION AND EXECUTIONE. COORDINATION OF ALL SUBCONTRACTOR(S)18.THE OWNER / GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR: 1- PROVIDING FINAL GRADE, SITE ACCESS,SECURITY OF THE SITE 2- CONTRACT REVIEW AND ACCEPTANCE OF TERMS 3- PLANT / IRRIGATION MAINTENANCECOORDINATION 4- PAYMENT MILESTONES.GENERAL SDP NOTES:1. ALL PLANT MATERIAL MUST BE FLORIDA NO. 1.2. MULCH MIN. 2" LAYER (AFTER WATERING IN) REQUIRED, EXTENDING MIN. 12" RING FROM TRUNKIN ALL DIRECTIONS. 25% MAX. ALLOWABLE CYPRESS MULCH.3. BERMS FOR GRASS STABILIZED: MAX. 4:1 SLOPE, FOR GROUNDCOVER STABILIZED: 3:1 MAX.WITH THE TOE OF THE SLOPE SET BACK 5' FOR THE EDGE OF R.O.W./PROPERTY LINES. BERMSARE PERMITTED IN EASEMENTS PROVIDED WRITTEN APPROVAL RECEIVED FROM ALL INTERESTSUNDER SAID EASEMENT. BERMS ADJACENT TO I-75 HAVE EXEMPTIONS TO THESEREQUIREMENTS.4. STAKING RE-STAKED WITHIN 24 HOURS OF A BLOW OVER / STAKING FAILURE. REMOVE BETWEEN6 AND 12 MONTHS AFTER PLANTING.5. LIGHT POLES MIN. 12.5' FROM TREES.6. EASEMENTS WRITTEN PERMISSION MUST BE OBTAINED FOR ANY PLANTING.7. LIMEROCK SHALL BE EXCAVATED FROM PLANTING HOLES / PLANTING AREAS IN PARKING LOTS.8. SIGNAGE INDICATE TO REDUCE CONFLICTS.9. MAINTENANCE SHALL ABIDE BY ALL CODES. REMOVALS SHALL BE VERIFIED WITH PERTINENTCODES, SURVEYS, PER MITS, ETC. PRIOR TO ACTION.10.IRRIGATION 100% COVERAGE REQUIRED, TIMERS WITH AUTOMATIC OVERRIDES FOR RAIN,SEPARATE ZONING IS REQUIRED FOR DIFFERENT WATER USE AREAS, AND WATERING WITHINGUIDELINES ESTABLISHED BY THE SFWMD AND/OR LOCAL MUNICIPALITY.11.PLANTINGS PLANTINGS MUST BE A MINIMUM OF 24" FROM THE BACK OF CURB.PROHIBITED SPECIES LISTCommon Name: Scientific Name:Rosewood Dalbergia sissooMurray red gum Eucalyptus camaldulensisBenjamin fig Ficus benjaminaCuban laurel Ficus microcarpaRose apple Syzgium jambosCork tree Thespesia populneaWedelia Wedelia triobataChinese tallow Sapium sebiferumStrawberry guava Psidium cattleianumCommon guava Psidium guajavaGlossy privet Liqustrum lucidumChinese liqustrum Liqustrum sineseGolden raintree Koelreuteria elegansDay Jessamine Cestrum diurnumChinaberry Melia azederachSurinam cherry Eugenia unifloriaSEE ALSO, NOTE 11 IN THE LANDSCAPE INSTALLATIONNOTES FOR ADDITIONAL EXOTIC PLANT RESOURCE(S).SPECIES TO BE REMOVEDCommon Name: Scientific Name:Melaleuca, paper tree Melaleuca quinquenerviaBrazilian pepper, Florida holly Schinus terebinthifoliusAustralian pines All Casuarina speciesEarleaf acacia Acacia auriculiformisDowny rosemyrtle Rhodomyrtus tomentosusTropical soda apples Solanum viarumWinged yam Dioscorea alataAir potato Dioscorea bulbiferaLantana Lantana camaraSeaside mahoe Thespesia populenaScaevola Beach naupaka Scaevola taccadaGuinea grass Pancium maximumWoman’s tonque Albizia lebbeckBishopwood Bischofia javanciaCarrotwood Cupianopsis anacardioidesJava plum Syzygium cuminiNorfolk Island Pine* Araucaria heterophyllaRosary pea Abrus precatoriusLead tree Leucaena leucocephalaCeasarweed Urena LobataMaintain existing grade with thetree protection fence unlessotherwise indicated on the plans.2" x 6' steel postsor approved equal.Tree Protection fence:High density polyethylene fencingwith 3.5" x 1.5" openingsColor: Orange.Steel posts installed at 8' oc5" thicklayer of mulch.Notes:1- See specifications for additional treeprotection requirements.2- If there is no existing irrigation, seespecifications for watering requirements.3- No pruning shall be performed except byapproved arborist.4- No equipment shall operate inside theprotective fencing including during fenceinstallation and removal.5- See site preparation plan for anymodifications with the Tree Protection Area.KEEP OUTTREE PROTECTIONAREA8.5" x 11" sign laminatedin plastic spaced every50' along the fence.4'-0"Crown drip line or other limit of Tree Protection area.See tree preservation plan for fence alignment.TREE PROTECTION ZONE (TPZ) DETAILNOT TO SCALETHIN BRANCHES AND FOLIAGE BY RETAININGNORMAL SHRUB SHAPE AS REQUIRED FORSPECIFIC VARIETY AT TIME OF PLANTING.DO NOT CUT ALL END TIPS.NEVER CUT EVERGREEN LEADER.3" DEPTH OF MULCHSHRUB SHALL HAVE THE SAMERELATION TO FINISH GRADE AS ITHAD TO PREVIOUS EXISTING GRADE.AGRIFORM TABLETS PERSPEC. WATER & TAMP TOREMOVE AIR POCKETSFINISH GRADE6" WATERING SAUCERFOR 6' HEIGHT SHRUBOR LARGER PLANTSLARGE SHRUB PLANTING DETAILNOT TO SCALE60°NOTE:SECURE BATTENS WITH 2 - 3/4" PLASTIC BANDS TO HOLDBATTENS IN PLACE DURING PLANTING PROCESS. DO NOTNAIL BATTENS TO PALM. HEIGHT OF BATTENS SHALL BELOCATED IN RELATION TO THE HEIGHT OF THE PALM FORADEQUATE BRACING. REMOVE BATTEN & BRACE AFTERHURRICANE SEASON IF PLANTS ARE PROPERLY ROOTED.90°90°(4) 2" x 4" P.T. WOOD BRACES90° APART. NAIL TO BATTENS2" x 4" x 36" P.T. STAKESECURE TO BRACEMIN. (4) 2" x 4" P.T. BRACES(2) 34" PLASTIC BANDS(8) 2" x 4" x 16" P.T. WOOD BATTENS(5) LAYERS OF BURLAP WRAPBETWEEN BATTEN AND TRUNKFINISHED GRADELARGE TREE STAKING DETAILSCALE: NTSNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.WIDTH: 2x ROOTBALLHOLD FINISHED GRADETO 3" TYPICAL TO ALLOWFOR MULCH OR SODSIDEWALK OR CURBSOD / MULCH AT PAVEMENT EDGENOT TO SCALE120PLAN 12012018" MIN.18" MIN.GREY WOOD12" MIN.12"THREE (3) TWO INCH LODGE POLE STAKES.INSTALL APPROXIMATELY 2" AWAY FROM THE EDGEOF THE ROOT BALL. STAKE LOCATION SHALL NOTINTERFERE WITH PERMANENT BRANCHES.3" MULCH, AS SPECIFIED. MINIMUM 24" FROM TRUNK32" NON-ABRASIVE RUBBER TIESBERM SOIL TO HOLD WATERFINISHED GRADE - SOD CONDITION(SEE GRADING PLAN)PREPARED PLANTING SOIL, AS SPECIFIEDB&B OR CONTAINER (SEE SPECIFICATIONSFOR ROOT BALL REQUIREMENTS)WIDTH: 2x ROOTBALLSMALL TREE STAKING - LODGE POLES (3)REMOVE ALL FRONDS HANGINGBELOW HORIZONTALNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.FIVE LAYERS OF BURLAP TOPROTECT THE TRUNKTWO STEEL BANDSTO SECURE BATTONSSIX 2"x4"x8" WOOD BATTONS@ 60° INTERVALS4"x4" WOOD BRACES. NAIL TOBATTONS AND FLAG AT MIDPOINT.USE 3 @ 120° INTERVALS3" MULCH AS SPECIFIED.24" MINIMUM FROM TRUNKBERM SOIL 6" TO HOLD WATER2"x4"x18" WOOD STAKESFINISHED GRADEPREPARED PLANTING SOIL, AS SPECIFIEDNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.LARGE (ROYAL) PALM STAKING DETAILSLENDER PALM INSTALLATION AND MAINTENANCENOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.PROVIDE AUGER HOLE TO BREAKTHROUGH COMPACTED FILL LAYERIF PITS DO NOT DRAIN FREELY.SOIL BACKFILL TO BE 50 / 50 MIXOF COARSE SAND (1.0 - 2.0 mm)AND EXISTING SOILBERM SOIL 6" TO HOLD WATER.REMOVE AFTER SIX MONTHS.3" MULCH, KEEP 6" AWAYFROM TRUNKPLANT TOP OF ROOT BALL SLIGHTLYABOVE FINISHED GRADEMULTI-TRUNK TREE PLANTING DETAILNOTE: CONTRACTOR SHALL ASSURE FREEDRAINAGE/PERCOLATION (2"/HR) OF ALL PLANTINGPITS PRIOR TO INSTALLATION OF TREES/PALMS.2" NYLON STRAPPINGTHREE (3) 2"x2"x8" STAKES.PAINT / STAIN STAKES PRIORTO INSTALLATION A DARKGREEN COLOR (TYP.)3" MULCH, AS SPECIFIEDBERM SOIL TO HOLD WATERB&B OR CONTAINERIZED, AS SPECIFIEDPREPARED PLANTING SOIL, AS SPECIFIEDMULCH CONTINUES(SHRUB BED CONDITION)WIDTH: 2x ROOTBALLROOT BARRIER ZONE:Building, sidewalk, or pavededges occurring within thiszone shall be protected andmaintained from tree rootswith the aid of a root barrierPLAN*THICKENED EDGE/SIDEWALK SECTION* ALTERNATE METHOD = SET ROOTBARRIER MATERIAL FLUSH AGAINSTSIDEWALK PER MANUFACTURERSPECIFICATION. VERIFY FOR CODECOMPLIANCE PRIOR TO INSTALLATION.18" MIN BELOW FINISHED GRADESIDEWALKPLANTING AREA10' OR LESS TO SIDEWALK,PAVED AREA ORUNDERGROUNDUTILITY4" WIDE MIN REINFORCED SUBGRADE CURBMAX 2" BELOW ADJACENT GRADE. LANDSCAPE MAINTENANCE CONTRACTOR TO MONITOR ANDMAINTAIN THIS BARRIER INPERPETUITY.ALTERNATE SECTIONROOT BARRIER DETAILNOT TO SCALE4" MINWIDTHBARRIER/PROTECTION.SUITABLE ROOT ENGINEER FOR STRUCTURAL CONSULT BUILDING CONTRACTOR. LANDSCAPE LOCATIONS FOR THE THICKENED EDGE FLAG AND/OR MARK AREA CONTAINING SIDEWALK,PAVED AREA, ORUNDERGROUNDUTILITYROOT BARRIER (TYP.)BASE AND/OR SUBGRADE PERSTRUCTURAL ENGINEERNOTE: THE LANDSCAPE ARCHITECT SHALL BE HELD HARMLESS FROM ANY FUTURE ROOT DAMAGE TO CURBS, SIDEWALKS, UTILTIES, ROADWAYS OR BUILDINGS. OWNER SHALL TAKE FULL RESPONSIBILITY FOR REPLACING ENCROACHINGROOT SYSTEMS BY EITHER ADDING ROOT BARRIERS UPON THEIR DISCRETION OR REMOVING ENCROACHING TREES PRIOR TO DISRUPTION AND REPLACING WITH IN-KIND CODE MINIMUM REQUIRED TREES IN THEIR PLACE.FRONT:Clear to the streetFIRE HYDRANT CLEARANCE DETAILN.T.S.EOPBOC3.A.5Packet Pg. 324Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) VUAVUAVUA3:1VUABLDBLDBPP: 274sfBPP: 246sfPROPERTY LINEPROPERTY LINEPROPERTY LINE PROPERTY LINE 10' LBE 10' LBE5' LBE10' LBEHYDR10' UE10' UEEOP EOPBOCEOPBOCEOPBOCEOPBOCEOPBOCEOPBOC EOPBOCEOP BOC EOP BOC WALKWALKWALK BOARDWALKINT: 267sfEXISTING SIDEWALK EXISTING SIDEWALK R.O.W. LINE EOP BOC EXISTING SIDEWALK FPLDUMPSTER10' CUE 10' UE10' UE10' UE10' UE INT: 408sfLPRETENTION AREA RETENTION AREA LPSODSODSODSODSODSODSODSODSODEXISTING SODEXISTING SODVUAVUAADJACENT PARCELUSE: COMMERCIALADJACENT PARCELUSE: COMMERCIALEXISTING SODWALKLP LPLPLPBPP: 89sfINT: 106sfAIRPORT-PULLING ROAD 7-ELEVEN STORE #34805PARKING LOT 3.A.5Packet Pg. 325Attachment: Attachment D - Application-Backup Materials (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 3.A.6Packet Pg. 326Attachment: Attachment E - Hybrid Meeting Waiver (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) fl i- r- +{:r-- *lt 2 PUBLIG HEARING FOR PUBLIC HEARING NOTICE 7-Eleven - Store No.34g0S Site Plan with Deviations (DR) Petition No. 20190001242 HEX: AUGUST 27, 2020 - 9 a.m. ^SIgIrth Management Buitding 2800 Horseshoe Dr. N. Naples, FL 34i04Planner: Timothy Finn, AlCp 239-252-4312 - ..-tFrz_1,11 1r11 /_ / , :'" I ,?'c >_,- : !.t Ir a f. aiq- ) It'\1 j ''- ; t. !t ,l;t - '.'1.i .a I I/.t :rt I' $.1 l-'t ar. II ')lry /g , ,, , \t t -/ ,,|, d rr5 "- -- ., 3.A.7 Packet Pg. 327 Attachment: Attachment F - Public Hearing Signs (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) a C EUr -o -I In Df,r figmssrs ,$q=Hs{E = ffigf5gfi u HX+f$f;Hfr-o(o i g I I i I ! { I I zo i I J I =: IIt {. I \ I I ) /? .l i.) "l \r t "\, 't .d (1t 4 I 1,4n ),1, , ) a T a a tl fi ra E -.lvai,- L f.a I { 1 ,l/I)!-It\;\ \ ,,',+ti.t.r' t!rr',j-,lr 2. t rIt.t'"a., i ,) Ir -':i..::l'lr l- F t J .i J 7 I I 3.A.7Packet Pg. 328Attachment: Attachment F - Public Hearing Signs (13190 : 7-Eleven - 34805 Site Plan with Deviations fl ! -t -! llf7 I /) rT I r ebirI*-t \€:*r \ I lr* ) .1.- { l,t' }t i *-ftp r l.- --r'r t' .t\ f ,-+ -t c.t'.{.I t L.- t( ,!^.-'-, €,,',1 1 /-- gpl _-?\*-.H .F{h-r.1-,... ,.' ). I &/Ja-L -C2 I : D a^ I .(\ ( t a ) i t ,-a nt -a! 'tE:-,. l'' ^. I ., ,{-.t ?-r I ,\r \ (t ,- \,.( '.\- (41 az #,t ,/:-\ l L PUBLIC HEARING NONCE 7-Eleven - Store No.34gO5 Site Plan with Deviations (DR) Petition No. 201 90001241 HEX: AUGUST 27,2020 -9 a.m. GroMh Management Bulldlng 2800 HoBashoe Dr. lil. Naptes, FL 3.li0t Planner: Timothy Flnn, AICP 239-2524312 NG \,, -')a 3.A.7 Packet Pg. 329 Attachment: Attachment F - Public Hearing Signs (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) I t I I .t-t trCaa(a \.t t l 5tttll "'7t,t7i(tt.i*'-F ; .\ .\)..4(t,I,l.-.J"lD't .*l'gotvItrt.t Fi U -t'r , - v( tI a''L T $r ti ,h '1tu.4 .,!!{ ,l{ib,.Nt I 1 l e"'i\. ,l-:i. t' .:I sm +,r I', .;-' ;.T',/?_- Jlz i t..- -, _t tr ar? '/ L* { I ./ r i' ,_ . 4. -;{lL' ; a .q ,1, 'd,r'4, : :. rl II i- T '.s \€*' al.t[ i r '' :-1 f". .: .'- It.,.a\ , 1 /hb u ,.?",t qilr ?,J -\ rt-t,n 'l l) I 1- t L.('"- t' 1 1 J \-3.A.7Packet Pg. 330Attachment: Attachment F - Public Hearing Signs (13190 : 7-Eleven - 34805 Site Plan with Deviations (DR)) 08/27/2020 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.B Item Summary: PETITION NUMBER PDI-PL20200000201: DEVOE PONTIAC PDI – A request for an Insubstantial Change to Ordinance Number 97-14, the DeVoe Pontiac Planned Unit Development, to revise the Master Plan to add a pedestrian and vehicular interconnection with the adjacent property to the north. The subject property, consisting of 4.55+/- acres, is located on the east side of Airport Road, approximately 250 feet south of Glades Boulevard, in Section 12, Township 50 South, Range 25 East, Collier County, Florida. [Coordinator: Ray Bellows, AICP, Planning Manager] Meeting Date: 08/27/2020 Prepared by: Title: – Zoning Name: Laura DeJohn 08/13/2020 4:40 PM Submitted by: Title: Manager - Planning – Zoning Name: Ray Bellows 08/13/2020 4:40 PM Approved By: Review: Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 08/14/2020 3:30 PM Growth Management Operations & Regulatory Management Rose Burke Review Item Completed 08/14/2020 4:22 PM Zoning Ray Bellows Review Item Completed 08/17/2020 2:00 PM Zoning Anita Jenkins Review Item Completed 08/17/2020 3:02 PM Hearing Examiner Andrew Dickman Meeting Pending 08/27/2020 9:00 AM 3.B Packet Pg. 331 PDI-PL2020000201 – DeVoe Pontiac PDI Page 1 of 8 August 13, 2020 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: AUGUST 27, 2020 SUBJECT: PDI-PL20200000201; DEVOE PONTIAC PUD PROPERTY OWNER/AGENT: Owner: St. Matthews House, Inc. Agent(s): D. Wayne Arnold, AICP 2001 Airport Road South Q. Grady Minor and Associates, P.A. Naples, FL 34112 3800 Via Del Rey Bonita Springs, FL 34134 REQUESTED ACTION: The petitioner requests approval of an insubstantial change to the DeVoe Pontiac Planned Unit Development (PUD), Ordinance #97-14, by amending the PUD Master Plan to add vehicular and pedestrian interconnection within property under common ownership. GEOGRAPHIC LOCATION: The subject PUD is located on the east side of Airport Road, approximately 250 feet south of Glades Boulevard, in Section 12, Township 50 South, Range 25 East, Collier County, Florida. (See location map on following page.) 3.B.1 Packet Pg. 332 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 2 of 8 August 13, 2020 Driveway Interconnection 3.B.1Packet Pg. 333Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 3 of 8 August 13, 2020 3.B.1 Packet Pg. 334 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 4 of 8 August 13, 2020 PURPOSE AND DESCRIPTION OF PROJECT: The DeVoe Pontiac PUD (+ 4.55 acres) was authorized through Ordinance #97-14, approved on March 11, 1997. The PUD allows a variety of commercial uses generally associated with the current C-3 and C-4, Commercial Intermediate and General Commercial Zoning Districts. These uses included food stores, eating places, home and auto supply stores and other commercial uses. The site was originally developed with parking areas for the DeVoe Pontiac new car dealership in conjunction with commonly owned property to the south. The dealership transitioned in 2008 to a resale store, café, and carwash operated by the not-for-profit St. Matthew’s House. Bisecting the PUD is an access easement for Great Blue Drive which provides access from Airport Road to The Point at Naples apartment complex situated immediately east of the subject site. The PUD was found to be “built out” and in compliance with all developer commitments by Collier County Resolution 2010-88 adopted April 27, 2010. This determination has the effect of “closing out” the PUD so that monitoring requirements are no longer applicable, and the list of uses and development standards as allowed in the original PUD remain in effect. The PUD extends across two parcels under the common ownership of St. Matthew’s House, Inc. The two parcels are identified as Folio # 34840520004 (2001 Airport Road South) and Folio # 00390000008 (2601 Airport Road South). Immediately north of the DeVoe Pontiac PUD and within Folio #34840520004 is the site of St. Matthew’s House, which is approved to operate as a shelter in the C-4, General Commercial, Zoning District through Conditional Use Resolution #99- 87. A Site Development Plan Amendment was issued on October 29, 2019 (PL20180002477) for construction of a new restaurant on the DeVoe Pontiac PUD site in the area labeled “Future Development” on the PUD Master Plan. The development plan proposes a driveway interconnection to the commonly owned site to the north. A note on the Site Development Plan Amendment approval indicates that prior to development of the interconnection: this access drive connection to the existing St. Matthew’s House facility requires that the PUD Master Plan be amended to show the interconnection. The location of the proposed vehicular and pedestrian interconnection is on a single parcel owned by the applicant. Through the development permit review process, the interconnection point was identified to be in the unique situation of falling along the PUD boundary. Therefore, an interconnection must be added and shown on the DeVoe Pontiac PUD Master Plan to allow the permitting of the driveway connection within the property. SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding the boundaries of the subject property: North: St. Matthew’s House, Conditional Use approved by Resolution #99-87 allows a shelter with zoning designation of C-4-GTMUD-MXD 3.B.1 Packet Pg. 335 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 5 of 8 August 13, 2020 East: The Point at Naples Apartment complex, with a zoning designation of David A Gallman Estate PUD South: St. Matthew’s House resale store, café, and carwash with zoning designation of C-4- GTMUD-MXD; beyond which is Court Plaza professional office park with zoning designation of C-4-GTMUD-MXD West: Airport Road R-O-W (approximately 100 feet wide) and professional office parks and restaurant with zoning designation of C-4-GTMUD-MXD STAFF ANALYSIS: Comprehensive Planning: Because this change does not add uses or increase the intensity of the previously approved uses in the DeVoe Pontiac PUD, it is consistent with the Future Land Use (FLUE) of the Growth Management Plan (GMP). Interconnection between new and existing developments is encouraged by FLUE Policy 7.3, and the proposed interconnection is consistent with this policy. Driveway Interconnection DeVoe Pontiac PUD 3.B.1 Packet Pg. 336 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 6 of 8 August 13, 2020 Conservation and Coastal Management Element: Environmental review staff has found this project to be consistent with the Conservation & Coastal Management Element (CCME). 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. Transportation Element: Transportation Planning staff has evaluated the proposed change. Interconnection is promoted in the Transportation Element; therefore, there is no issue with consistency. PLANNED UNIT DEVELOPMENT INSUBSTANTIAL CHANGE CRITERIA: There are three types of changes to a PUD Ordinance: Substantial, Insubstantial, and Minor. An Insubstantial Change includes any change that is not considered a substantial or minor change. An Insubstantial Change to an approved PUD Ordinance shall be based upon an evaluation of LDC subsection 10.02.13 E.1. LDC Section 10.02.13.E.1 Criteria: a. Is there a proposed change in the boundary of the PUD? No, there is no proposed change in the boundary of the PUD. b. Is there a proposed increase in the total number of dwelling units or intensity of land use or height of buildings within the development? No, the request does not increase the number of dwelling units or intensity of land use or height of buildings as previously approved within the PUD. c. Is there a proposed decrease in preservation, conservation, recreation, or open space areas within the development in excess of 5% of the total acreage previously designated as such, or five acres in area? No, there is no proposed decrease in preservation, conservation, recreation, or open space areas within the development in excess of 5% of the total acreage previously designated on the approved Master Plan. d. Is there a proposed increase in the size of areas used for non-residential uses, to include institutional, commercial and industrial land uses (excluding preservation, conservation or open space), or a proposed relocation of nonresidential land uses? No, the proposed amendment is to add a vehicle and pedestrian interconnection. This does not increase the size of areas used for non-residential uses and does not relocate non- residential uses. 3.B.1 Packet Pg. 337 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 7 of 8 August 13, 2020 e. Is there a substantial increase in the impacts of the development which may include, but are not limited to increases in traffic generation; changes in traffic circulation; or impacts on other public facilities? The proposed interconnection increases the cross circulation between adjoining sites by offering a pedestrian and vehicular connection option. This relieves some ingress and egress from the adjoining sites to Airport Road. f. Will the change result in land use activities that generate a higher level of vehicular traffic based upon the Trip Generation Manual published by the Institute of Transportation Engineers? The proposed amendment does not result in land use activities that generate higher levels of vehicular traffic based upon the Trip Generation Manual published by the Institute of Transportation Engineers. g. Will the change result in a requirement for increased stormwater retention, or otherwise increase stormwater discharge? No, stormwater retention and stormwater discharge will be managed per applicable criteria and permitting requirements. h. Will the proposed change bring about a relationship to an abutting land use that would be incompatible with an adjacent land use? No. The proposed interconnection is between two sites under common ownership, and the uses being interconnected are functionally compatible. Land use adjacencies are not changed by the proposed interconnection. i. Are there any modifications to the PUD Master Plan or PUD Document or Amendment to a PUD Ordinance which is inconsistent with the Future Land Use Element or other elements of the Growth Management Plan or which modification would increase the density of intensity of the permitted land uses? No. Comprehensive Planning staff determined the proposed changes to the PUD Master Plan are consistent with the FLUE of the GMP. Both environmental and transportation planning staff reviewed this petition, and found the request consistent with the CCME and the Transportation Element of the GMP. This petition does not propose any increase in density or intensity of the permitted land uses. j. The proposed change is to a PUD District designated as a Development of Regional Impact (DRI) and approved pursuant to Chapter 380.06, Florida Statues, where such change requires a determination and public hearing by Collier County pursuant to Sec. 380.06 (19), F.S. Any change that meets the criterion of Sec. 380.06 (19)(e)2., F.S., and any changes to a DRI/PUD Master Plan that clearly do not create a subs tantial 3.B.1 Packet Pg. 338 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) PDI-PL2020000201 – DeVoe Pontiac PDI Page 8 of 8 August 13, 2020 deviation shall be reviewed and approved by Collier County under Section 10.02.13 of the LDC. N/A. The DeVoe Pontiac PUD is not a Development of Regional Impact. k. Are there any modifications to the PUD Master Plan or PUD document or amendment to a PUD ordinance which impact(s) any consideration deemed to be a substantial modification as described under Section(s) 10.02.13 E.? Based upon the analysis provide above, the proposed change is not deemed to be substantial. FINDINGS OF FACT: LDC Subsection 10.02.13.E.2 also requires an evaluation based on the findings and criteria used for the original PUD application. The Executive Summary associated with the original PUD-97- 2 contained findings that the applicable Rezoning and PUD criteria were met. The Insubstantial Change to add an interconnection for vehicles and pedestrians does not change the analysis of the findings and criteria used for the original application. See Attachment A – Executive Summary and Rezone & PUD Findings for PUD-97-2. NEIGHBORHOOD INFORMATION MEETING (NIM): The NIM was held on July 15, 2020 at the Salvation Army Church Chapel, 3170 Estey Avenue. As stated in the summary of the NIM included in Attachment D, no members of the public attended. RECOMMENDATION: Staff recommends that the Hearing Examiner approve Petition PDI-PL20200000201, DeVoe Pontiac PUD PDI. Attachments: A. Original Executive Summary and Findings for PUD-97-2 B. Site Development Plan Amendment Sheet with Interconnection Note (PL20180002477) C. Comprehensive Planning Review Memo, dated March 18, 2020 D. Application/Back-Up Materials 3.B.1 Packet Pg. 339 Attachment: Devoe-Pontiac-PDI-Staff-Report (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 340 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 341 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 342 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 343 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 344 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 345 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 346 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 347 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 348 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 349 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 350 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.2 Packet Pg. 351 Attachment: ATTACHMENT A - Ord 97-14 - Exec Summary-Rezone Findings-PUD FIndings (13245 : DeVoe Pontiac PDI) 3.B.3Packet Pg. 352Attachment: ATTACHMENT B - Pg.5-Submittal 4 Rev SDPA Plans - PL2018-2477 Oct 29 2019 12-05-24 Zoning Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 Page 1 of 5 Growth Management Department Zoning Division Comprehensive Planning Section MEMORANDUM To: Laura DeJohn, AICP, Planner and Ray Bellows, Zoning Manager Zoning Division, Zoning Services Section From: Sue Faulkner, Principal Planner Zoning Division, Comprehensive Planning Section Date: March 18, 2020 Subject: Future Land Use Element Consistency Review PETITION NUMBER: PDI – PL20200000201 - REV 1 PETITION NAME: DeVoe Pontiac PUD – Insignificant Change to a Planned Unit Development (PDI) REQUEST: The petitioner is requesting to amend the DeVoe Pontiac PUD Master Plan, Exhibit A, to add a vehicular and pedestrian interconnection with the adjacent property (St. Matthew’s House) to the north. There is no change to the PUD boundary, or to the uses or development standards, or an increase to non-residential uses. There is no additional traffic or public facility impacts regarding the proposed revisions. The PDI will result in reduced impacts with the resulting vehicular interconnection. LOCATION: The subject site is located on the east side of Airport Road approximately 250 feet south of Glades Blvd. in Section 12, Township 50 South, Range 25 East. COMPREHENSIVE PLANNING COMMENTS: The approximate 4.55 acres of the subject site is identified as Urban Designation, Urban Mixed Use District, Mixed Use Activity Center #16 and is within the Coastal High Hazard Area on the Future Land Use Map (FLUM) of the Growth Management Plan (GMP). The subject site is a portion of the zoned DeVoe Pontiac PUD Zoning District and is within the Bayshore Mixed Use District (BMUD) Overlay. The FLUE states the following: “Urban designated areas on the Future Land Use Map include two general portions of Collier County: areas with the greatest residential densities, and areas in close proximity, which have or are projected to receive future urban support facilities and services. It is intended that Urban designated areas accommodate the majority of population growth and that new intensive land uses be located within them. Accordingly, the Urban area will accommodate residential uses and a variety of non- residential uses.” The FLUE also states the following: “Mixed Use Activity Centers are intended to provide for concentrated commercial and mixed use development, but with carefully configured access to the road network. The Mixed-Use Activity Center concept is designed to concentrate almost all new commercial zoning in locations where traffic impacts can readily be accommodated, to avoid strip and disorganized patterns of commercial development, and to create focal points within the community. Mixed Use Activity Centers are 3.B.4 Packet Pg. 353 Attachment: ATTACHMENT C - Comp Plan Memo PDI-PL202000000201 DeVoe Pontiac R1 (1) (13245 : DeVoe Pontiac PDI) Zoning Division ● 2800 North Horseshoe Drive ● Naples, FL 34104 ● 239-252-2400 Page 2 of 5 intended to be mixed-use in character. Further, they are generally intended to be developed at a human- scale, to be pedestrian-oriented, and to be interconnected with abutting projects – whether commercial or residential. Street, pedestrian pathway and bike lane interconnections with abutting properties, where possible and practicable, are encouraged. Allowable land uses in Mixed Use Activity Centers include the full array of commercial uses (C1-C5), residential uses, institutional uses, hotel/motel uses at a maximum density of 26 units per acre, community facilities, and other land uses as generally allowed in the Urban designation.” DeVoe Pontiac PUD, via Ordinance #97-14, is approved for the ±4.55 acres portion of the PUD to be developed as Commercial uses. The entire site will be developed as a commercial project. The remainder of the DeVoe Pontiac PUD (to the north of the subject property) is currently developed as St. Matthew’s House, which provides housing for the homeless, food for the needy, and comfort for the addicted and suffering. This petition is to add a vehicular interconnection between St. Matthew’s House and the restaurant that is currently under construction and will be open to the public and run by St. Matthew’s House. Select FLUE Policies are given below, followed with [bracketed staff analysis]. FLUE Policy 5.4 states: “New developments shall be compatible with, and complementary to, the surrounding land uses, as set forth in the Land Development Code (Ordinance 04-41, adopted June 22, 2004 and effective October 18, 2004, as amended).” [It is the responsibility of the Zoning Services staff, as part of their review of the petition in its entirety, to perform the compatibility analysis.] FLUE Objective 7 and Relevant Policies Due to the minor changes proposed (no changes in permitted uses, densities, or intensities) beyond the currently approved DeVoe Pontiac PUD, staff is of the opinion that a re-evaluation of FLUE policies under Objective 7 (pertaining to access, interconnections, walkability, etc.) is not necessary. FLUE Policy 7.3, which states, “All new and existing developments shall be encouraged to connect their local streets and/or interconnection points with adjoining neighborhoods or other developments regardless of land use type. The interconnection of local streets between developments is also addressed in Policy 9.3 of the Transportation Element.” Staff fully supports the vehicular and pedestrian interconnection between these two uses, allowing traffic to have an option to stay off Airport Road. CONCLUSION This rezone petition may be deemed consistent with the Future Land Use Element (FLUE) of the Growth Management Plan. PETITION ON CITYVIEW cc: Anita Jenkins, AICP, Community Planning Manager, Zoning Division Raymond V. Bellows, Manager, Zoning Division, Zoning Services Section PDI-PL202000000201 DeVoe Pontiac R1.docx 3.B.4 Packet Pg. 354 Attachment: ATTACHMENT C - Comp Plan Memo PDI-PL202000000201 DeVoe Pontiac R1 (1) (13245 : DeVoe Pontiac PDI) Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com Devoe Pontiac PUD (PL20200000201) Application and Supporting Documents August 27, 2020 HEX Hearing 3.B.5 Packet Pg. 355 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 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 12, 2020 Mr. Raymond V. Bellows, Zoning Manager Collier County Growth Management Division/ Planning and Regulation Land Development Services Department Comprehensive Planning Section 2800 North Horseshoe Drive Naples, FL 34104 RE: Devoe Pontiac PUD Insubstantial Change– PL20200000201, Submittal 1 Dear Mr. Bellows: On behalf of our client, St. Matthews House, Inc., we are submitting an application for an Insubstantial Change to a PUD (PDI) for the above referenced project. The proposed amendment to the Devoe Pontiac PUD is being requested in order to amend Exhibit ‘A’, Master Plan, to add a pedestrian/vehicular interconnection with the adjacent property (St. Matthews House) to the north. No other changes are proposed for the PUD Documents filed with submittal 1 include the following: 1. Cover Letter 2. Completed Application 3. Pre-Application Meeting notes 4. Project Narrative and Detail of Request 5. Approved Ordinance 97-14 6. Current PUD Master Plan 7. Revised PUD Master Plan 8. Warranty Deed 9. Legal Description 10. Affidavit of Authorization, signed & notarized 11. Addressing Checklist 12. Property Ownership Disclosure Form 13. Location Map 3.B.5 Packet Pg. 356 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) Mr. Raymond V. Bellows, Zoning Manager RE: Devoe Pontiac PUD Insubstantial Change– PL20200000201, Submittal 1 February 12, 2020 Page 2 of 2 Please contact me if you have any questions. Sincerely, D. Wayne Arnold, AICP Enclosures Cc: St. Matthews House, Inc. GradyMinor File 3.B.5 Packet Pg. 357 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Revised 3/27/2018 Page 1 of 4 INSUBSTANTIAL CHANGE TO A PUD (PDI) LDC subsection 10.02.13 E & Code of Laws section 2-83 – 2-90 Ch. 3 G.3 of the Administrative Code Pursuant to LDC subsection 10.02.13 E.2, a PUD insubstantial change includes any change that is not considered a substantial or a minor change. A PUD insubstantial change to an approved PUD ordinance shall be based upon an evaluation of LDC subsection 10.02.13 E.1 and shall require the review and approval of the Hearing Examiner. The Hearing Examiner’s approval shall be based on the findings and criteria used for the original application. PETITION NO PROJECT NAME DATE PROCESSED APPLICANT CONTACT INFORMATION Name of Property Owner(s): ______________________________________________________ Name of Applicant if different than owner: __________________________________________ Address: __________________________City: _____________ State: _______ ZIP: __________ Telephone: ____________________ Cell: ____________________ Fax: ___________________ E-Mail Address: ________________________________________________________________ Name of Agent: ________________________________________________________________ Firm: _________________________________________________________________________ Address: ______________________City: _______________ State: _________ ZIP: __________ Telephone: _____________________ Cell: _____________________ Fax: _________________ E-Mail Address: ________________________________________________________________ DETAIL OF REQUEST On a separate sheet, attached to the application, describe the insubstantial change request. Identify how the request does not meet the PUD substantial change criteria established in LDC subsection 10.02.13 E.1. To be completed by staff St. Matthews House, Inc. 2001 Airport Road S. Naples FL 34112 239-774-0500 vann@stmatthewshouse.org D. Wayne Arnold, AICP Q. Grady Minor and Associates, P.A. 3800 Via Del Rey Bonita Springs FL 34134 239-947-1144 warnold@gradyminor.com 3.B.5 Packet Pg. 358 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Revised 3/27/2018 Page 2 of 4 PROPERTY INFORMATION PUD NAME: _______________________ ORDINANCE NUMBER: ________________________ FOLIO NUMBER(S): _____________________________________________________________ Provide a legal (if PUD is recorded) or graphic description of area of amendment (this may be graphically illustrated on Amended PUD Master Plan). If applying for a portion of the PUD, provide a legal description for subject portion. Attach on a separate sheet, a written description of the map or text change. Does amendment comply with the Growth Management Plan? Yes No If no, please explain: _______________________________________________________ Has a public hearing been held on this property within the last year? Yes No If yes, in whose name? _____________________________________________________ Has any portion of the PUD been SOLD and/or DEVELOPED? Are any changes proposed for the area sold and/or developed? Yes No If yes, please describe on an attached separate sheet. *The PUD has been developed with parking, which previously served as a used car dealership. The property was purchased in 2003 by St. Matthews house who now wish to redevelop the PUD and provide an vehicular interconnection with the existing St. Matthews House facility to the north. Devoe Pontiac PUD 1997-14 34840520004 ■ 3.B.5 Packet Pg. 359 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Revised 3/27/2018 Page 3 of 4 Pre-Application Meeting and Final Submittal Requirement Checklist for: PUD Insubstantial Change Chapter 3 G.3 of the Administrative Code The following Submittal Requirement checklist is to be utilized during the Pre-Application Meeting and at time of application submittal. At final submittal, the checklist is to be completed and submitted with the application packet. Please provide the submittal items in the exact order listed below, with cover sheets attached to each section. Incomplete submittals will not be accepted. REQUIREMENTS FOR REVIEW # OF COPIES REQUIRED NOT REQUIRED Completed Application (download current form from County website) 1 Pre-Application Meeting notes 1 Project Narrative, including a detailed description of proposed changes and why amendment is necessary 1 Detail of request 1 Current Master Plan & 1 Reduced Copy 1 Revised Master Plan & 1 Reduced Copy 1 Revised Text and any exhibits PUD document with changes crossed through & underlined PUD document as revised with amended Title Page with Ordinance # Warranty Deed Legal Description 1 Boundary survey, if boundary of original PUD is amended If PUD is platted, include plat book pages List identifying Owner & all parties of corporation 1 Affidavit of Authorization, signed & notarized 1 Completed Addressing Checklist 1 Property Ownership Disclosure Form 1 Copy of 8 ½ in. x 11 in. graphic location map of site 1 Electronic copy of all documents and plans *Please advise: The Office of the Hearing Examiner requires all materials to be submitted electronically in PDF format. *If located in Immokalee or seeking affordable housing, include an additional set of each submittal requirement. ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS: x Following the completion of the review process by County Review staff, the applicant shall submit all materials electronically to the designated project manager. x Please contact the project manager to confirm the number of additional copies required. ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ ✔ 3.B.5 Packet Pg. 360 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239) 252-6358 Revised 3/27/2018 Page 4 of 4 PLANNERS – INDICATE IF THE PETITION NEEDS TO BE ROUTED TO THE FOLLOWING REVIEWERS: School District (Residential Components): Amy Lockheart Bayshore/Gateway Triangle Redevelopment: Executive Director Utilities Engineering: Eric Fey Parks and Recreation: Barry Williams and David Berra Emergency Management: Dan Summers Naples Airport Authority: Conservancy of SWFL: Nichole Johnson Other: City of Naples: Robin Singer, Planning Director Other: FEE REQUIREMENTS PUD Amendment Insubstantial (PDI): $1,500.00 Pre-Application Meeting: $500.00 Estimated Legal Advertising fee for the Office of the Hearing Examiner: $1,125.00 Same fee applies if the petition is referred to the Collier County Planning Commission, where the CCPC serves as the deciding authority instead of the HEX. Fire Code Plans Review Fees are collected at the time of application submission and those fees are set forth by the Authority having jurisdiction. The Land Development Code requires Neighborhood Notification mailers for Applications headed to hearing, and this fee is collected prior to 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. All checks payable to: Board of County Commissioners. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department Planning and Regulation ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 ____________________________________________ ____________ Agent/Owner Signature Date ____________________________________________ Applicant/Owner Name (please print) D. Wayne Arnold, AICP 3.B.5 Packet Pg. 361 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 362 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 363 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 364 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 365 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 366 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 367 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 368 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 369 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 370 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 371 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 372 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 373 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 374 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 375 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 376 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 377 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 378 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 379 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 380 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 381 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 382 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 383 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) Devoe Pontiac PUD (PL20200000201) Project Narrative and Detail of Request January 30, 2020 Page 1 of 3 SMHCKB 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 PROJECT NARRATIVE The Devoe Pontiac PUD was approved in 1997 as Ordinance 97-14. The PUD is approved for a variety of commercial land uses. The site was previously utilized as a used vehicle dealership. The property was sold and is under development as a restaurant, which is a permitted use in the PUD. The applicant is proposing to amend Exhibit ‘A’, Master Plan, to add a vehicular interconnection with the adjacent property (St. Matthews House) to the north. No other changes are proposed for the PUD DETAIL OF REQUEST On a separate sheet, attached to the application, describe the insubstantial change request. Identify how the request does not meet the PUD substantial change criteria established in LDC subsection 10.02.13 E.1. Insubstantial Change Criteria LDC Subsection 10.02.13 E.1 E. Changes and amendments. There are three types of changes to a PUD Ordinance: Substantial, Insubstantial, and Minor. Language changes to a previously approved PUD document shall require the same procedure as for amending the official zoning atlas, except for the removal of a commitment for payment towards affordable housing which is considered to be a minor change as described in Section 10.02.13 E.3.c. 1. Substantial changes. Any substantial change(s) to an approved PUD Ordinance shall require the review and recommendation of the Planning Commission and approval by the Board of County Commissioners as a PUD amendment prior to implementation. Applicants shall be required to submit and process a new application complete with pertinent supporting data, as set forth in sections 10.02.13 A and B. For the purpose of this section, a substantial change shall be deemed to exist where: a. There is a proposed change in the boundary of the PUD; or No change to the PUD boundary is proposed. b. There is a proposed increase in the total number of dwelling units or intensity of land use or height of buildings within the development; No changes are proposed to uses or development standards in the PUD. 3.B.5 Packet Pg. 384 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) Devoe Pontiac PUD (PL20200000201) Project Narrative and Detail of Request January 30, 2020 Page 2 of 3 SMHCKB 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 c. There is a proposed decrease in preservation, conservation, recreation or open space areas within the development not to exceed 5 percent of the total acreage previously designated as such, or 5 acres in area; No net change in preserve, recreation or open space results from this amendment. d. There is a proposed increase in the size of areas used for nonresidential uses, to include institutional, commercial and industrial land uses (excluding preservation, conservation or open spaces), or a proposed relocation of nonresidential land uses; No increase in non-residential uses or areas for non-residential uses are proposed. e. There is a substantial increase in the impacts of the development which may include, but are not limited to, increases in traffic generation; changes in traffic circulation; or impacts on other public facilities; No additional traffic or public facility impacts will result from the request regarding the proposed revisions. The PDI will result In reduced impacts with the resulting vehicular interconnection. f. The change will result in land use activities that generate a higher level of vehicular traffic based upon the Trip Generation Manual published by the Institute of Transportation Engineers; No increase in square footage is proposed; therefore, there are no additional traffic impacts associated with the PDI. g. The change will result in a requirement for increased stormwater retention, or will otherwise increase stormwater discharges; Adequate area exists on-site for stormwater retention, and no change to the approved discharge rate is proposed. No additional stormwater retention areas will be required. h. The change will bring about a relationship to an abutting land use that would be incompatible with an adjacent land use; The change will not be incompatible as it will serve as a connection between parcels owned by the same entity. i. Any modification to the PUD master plan or PUD document or amendment to a PUD ordinance which is inconsistent with the future land use element or other element of the growth management plan or which modification would increase the density or intensity of the permitted land uses; 3.B.5 Packet Pg. 385 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) Devoe Pontiac PUD (PL20200000201) Project Narrative and Detail of Request January 30, 2020 Page 3 of 3 SMHCKB 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 PUD and proposed changes are consistent with the Collier County Growth Management Plan. j. The proposed change is to a PUD district designated as a development of regional impact (DRI) and approved pursuant to F.S. § 380.06, where such change requires a determination and public hearing by Collier County pursuant to F.S. § 380.06(19). Any change that meets the criterion of F.S. § 380.06(19)(e)2, and any changes to a DRI/PUD master plan that clearly do not create a substantial deviation shall be reviewed and approved by Collier County under this section 10.02.13 of this Code; or This project is not a DRI. k. Any modification in the PUD master plan or PUD document or amendment to a PUD ordinance which impact(s) any consideration deemed to be a substantial modification as described under this section 10.02.13 The proposed changes do not meet the standards for a substantial modification and creates no external impacts. 3.B.5 Packet Pg. 386 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5Packet Pg. 387Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 388 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 389 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 390 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 391 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 392 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 393 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 394 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 395 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 396 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 397 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 398 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 399 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 400 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 401 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 402 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 403 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5Packet Pg. 404Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 405 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 406 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 0 200'100' SCALE: 1" = 200' 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 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380 WHEN PLOTTED @ 8.5" X 11" 3.B.5 Packet Pg. 407 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 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 ZZZ.GradyMinor.coP Fort Myers: 239.690.4380 3.B.5 Packet Pg. 408 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 409 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 410 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) Devoe Pontiac PUD (PL20200000201) Legal Description January 30, 2020 Page 1 of 1 SMHCKB Legal Description.docx Q. Grady Minor & Associates, P.A. 3800 Via Del Rey, Bonita Springs, FL 34134  239-947-1144  engineering@gradyminor.com  www.gradyminor.com 3.B.5 Packet Pg. 411 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 412 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 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 (Not approved at this time.) SDP 93-120 _St Matthews House SDP 98-082 _ DeVoe Pontiac North 3.B.5 Packet Pg. 413 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 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 34840520004 01/31/2020 3.B.5 Packet Pg. 414 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) / $ 0 $ 0 $ 450,000 $ 0 $ 3,188,100 $ 1,481,000 $ 3,334,540 $ 1,612,470 $ 4,947,010 $ 800,494 $ 4,146,516 $ 0 $ 0 Collier County Proper ty AppraiserProperty Summar y Parcel No 34840520004 SiteAddress*Disclaimer 2001AIRPORTRD S Site City NAPLES Site Zone*Note 34112 Name / Address ST MATTHEWS HOUSE INC 2001 AIRPORT RD S City NAPLES State FL Zip 34112-4800 Map No.Strap No.Section Township Range Acres *Estimated 5A12 313000 K 15A12 12 50 25 5.24 Legal GLADES UNIT 2,THE BLK K LOT 1, AND THAT PARCEL IN SEC 12 TWP 50 RNG 25DESC AS: COMM SW CNR SEC 12, N 3529.68FT, N 89 DEG E 70FT TO POB; N297.12FT, N 89DEG E 200FT, S 297.12FT, S 89DEG W 200FT TO POB, AND THATPARCEL IN SEC 12-50-25 DESC AS: COMM SW CNR SEC 12, N 3195.32FT, N89DEG E 70FT TO POB; N 334.46FT, N 89DEG E 200FT, S 334.36FT, S 89DEG W200FT TO POB Millage Area 78 Millage Rates *Calculations Sub./Condo 313000 - GLADES UNIT 2, THE School Other Total Use Code 75 - ORPHANAGES, OTHER NON-PROFIT 5.083 6.4543 11.5373 Latest Sales Histor y (Not all Sales are listed due to Confidentiality) Date Book-Page Amount 05/15/03 3291-2976 03/05/03 3231-3352 10/11/93 1873-514 08/01/90 1553-26 11/01/86 1231-2267 09/01/81 938-1992 2019 Certified Tax Roll (Subject to Change) Land Value (+) Improved Value (=) Market Value (-) 10% Cap (=) Assessed Value (=) School Taxable Value (=) Taxable Value If all Values shown above equal 0 this parcel was created after theFinal Tax Roll 3.B.5 Packet Pg. 415 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) / Collier County Proper ty AppraiserProperty Aerial Parcel No 34840520004 SiteAddress*Disclaimer 2001AIRPORTRD S Site City NAPLES Site Zone*Note 34112 Open GIS in a New Window with More Features. 3.B.5 Packet Pg. 416 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 417 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 418 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 419 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) AIRPORT PULLING RD SGlades BLVD Calusa AVE Francis AVE Greenback CIR Caledonia AVE Walker LN Scrub Oak CIR STANFORD CTGREAT BLUE DR Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Devoe Pontiac PUD Location Map SUBJECT PROPERTY . 230 0 230115 Feet 3.B.5 Packet Pg. 420 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5 Packet Pg. 421 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 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 June 25, 2020 RE: Neighborhood Information Meeting (NIM) Petition PL20200000201, Devoe Pontiac PUD Insubstantial Change (PDI) Dear Sir or Madam: A Neighborhood Information Meeting hosted by D. Wayne Arnold, AICP, of Q. Grady Minor and Associates, P.A., representing St. Matthews House, Inc. (Applicant) will be held on Wednesday, July 15, 2020, 5:30 pm at the Salvation Army Church Chapel, 3170 Estey Ave, Naples, FL 34104 (Attendees are required to wear masks). St. Matthews House, Inc. has submitted a formal application to Collier County, seeking approval of an Insubstantial Change (PDI) to a Planned Unit Development (PUD). The PDI proposes to amend Exhibit ‘A’, Master Plan, to add a vehicular interconnection with the adjacent property (St. Matthews House) to the north. No other changes are proposed for the PUD. The subject property (Devoe Pontiac PUD) is comprised of approximately 4.55± acres, located on the east side of Airport-Pulling Road approximately 1,500 feet south of Davis Boulevard in Section 12, Township 50 South, Range 25 East, Collier County, Florida. If you are unable to attend the meeting or have questions or comments, please contact Sharon Umpenhour at Q. Grady Minor and Associates, P.A., 3800 Via Del Rey, Bonita Springs, Florida 34134, sumpenhour@gradyminor.com, phone 239-947-1144, fax 239-947-0375. Project information is posted online at www.gradyminor.com/planning. The Neighborhood Information Meeting is for informational purposes only, it is not a public hearing. Project Location Map 3.B.5 Packet Pg. 422 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 1NAME1 NAME2 NAME3 NAME4 NAME5 NAME6 FOLIO LEGAL1 LEGAL2 LEGAL3 LEGAL42248 AIR LLC 750 11TH ST S #202NAPLES, FL 34102---0 61780320007NAPLES GARDENS BLK B LOT 12248 AIR LLC 750 11TH ST S #202NAPLES, FL 34102---0 61780360009NAPLES GARDENS BLK B LOT 22248 AIR LLC 750 11TH ST S #202NAPLES, FL 34102---0 61780400008NAPLES GARDENS BLK B LOTS 3, 42248 AIR LLC 750 11TH ST S #202NAPLES, FL 34102---0 61780420004NAPLES GARDENS BLK B LOT 5 & E 1/2 OF LOT 62248 AIR LLC 750 11TH ST S #202NAPLES, FL 34102---0 61780800006NAPLES GARDENS BLK B LOTS 31, 32, 33 + 343163 FRANCIS LLC % ISABELLE HORVATH 3163 FRANCINE AVENAPLES, FL 34112---0 61481960009NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 103738 WINTERPARK LLC 17 WOODWORTH STDORCHESTER, MA 02122---3105 63554400009NAPLES WINTERPARK I A CONDOMINIUM UNIT 101667 GLADES BLVD APT 1 LD TRUST67 GLADES BLVD #1NAPLES, FL 34112---5034 35242560001GLADES C C APTS #7,THE (CONDO) APT 1571A F & A M CALABRO REV TRUST 3520 ANTARCTIC CIRCLENAPLES, FL 34112---5032 63557040000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2504ACKERMAN, LEONA 81 COLUMBIA ST APT 17DNEW YORK, NY 10002---2641 63553880002NAPLES WINTERPARK I A CONDOMINIUM UNIT 1003ADAMS, AMY E M 3231 FRANCIS AVENAPLES, FL 34112---3845 61481840006NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 7AGRI JR, PETER P & CHRISTINE M20 SKYLARK DRDERRY, NH 03038---0 63555440000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2212AHEARN FAMILY TRUST 3548 ANTARCTIC CIR #2208NAPLES, FL 34112---5037 63555280008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2208AIRPORT & GLADES LLC % BRADLEY ASSOCIATES 111 E WACKER DR STE 900CHICAGO, IL 60601---4304 0039156210512 50 25 COM AT NW CNR SEC 12, S 415FT, N89DEG E 70FT, S 286 FT TO POB, S 219FT, N89DEG E 335FT, N 149.63FT, N 49.30FT,AIRPORT & GLADES LLC % BRADLEY ASSOCIATES 111 E WACKER DR STE 900CHICAGO, IL 60601---4304 34840480005GLADES UNIT 2,THE BLK J LOT 1 LESS E 65FTAIRPORT ROAD LLC PO BOX 110876NAPLES, FL 34108---0 61480760006NAPLES BETTER HOMES 1ST ADD BLK 3 LOT 49, 50 + E 4FT OF LOT 48 OR 860 PG 1493ALEMAN, CODRUTA ADINA VICAS, RAZVAN COSTIN 3560 GOLDEN GATE BLVD WNAPLES, FL 34120---0 63551440004NAPLES WINTERPARK I A CONDOMINIUM UNIT 304ALPERT, DEBRA 1206 SOUTH LA JOLLA AVELOS ANGELES, CA 90035---0 63556280007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2401AMBROSELLI, ANGELO JOSEPHINE E AMBROSELLI 143 QUAIL DRPITTSBURGH, PA 15235---4459 63556760006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2413AMON, SUZANNE WHITE 3636 ARCTIC CIRCLE #216NAPLES, FL 34112---0 63551280002NAPLES WINTERPARK I A CONDOMINIUM UNIT 216ANDERSSON, LENNART EVA JANSSON ULVSBOVAGEN 89FAGERSTA 73792 SWEDEN 63551960005NAPLES WINTERPARK I A CONDOMINIUM UNIT 405ANGELA D MONTEROSSO R/L TRU3880 22ND AVENUE SENAPLES, FL 34117---0 63552800009NAPLES WINTERPARK I A CONDOMINIUM UNIT 510AVONABLE PROPERTIES LLC 2439 BREAKWATER WAY #9201NAPLES, FL 34112---0 35241240005GLADES C C APTS #7,THE (CONDO) APT 1461BADASH, SANDI B 75 GLADES BLVD APT 1NAPLES, FL 34112---1031 35242800004GLADES C C APTS #7,THE (CONDO) APT 1601BAGNELL, WALTER S MARJORIE A BAGNELL 91 GLADES BLVD #2NAPLES, FL 34112---0 35243440007GLADES C C APTS #7,THE (CONDO) APT 1652BAKER, MAUREEN E & GEOFFREYREBECCA E BAKER JAMES H BAKER 70 GLADES BLVD APT 2 NAPLES, FL 34112---1022 35240200004GLADES C C APTS #7,THE (CONDO) APT 1372BALTIC, GEORGE 3507 ANTARCTIC CIR #2404NAPLES, FL 34112---5013 63556400007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2404BARRETT TR, LAWRENCE J CORINE BARRETT TR BARRETT TRUST 11/28/83 367 EDGEWATER DR E E FALMOUTH, MA 02536---7160 63550120008NAPLES WINTERPARK I A CONDOMINIUM UNIT 103BARRETT TRUST 367 EDGEWATER DRIVE EASTEAST FALMOUTH, MA 02536---0 63550040007NAPLES WINTERPARK I A CONDOMINIUM UNIT 101BAYS, DENISE 3654 ARCTIC CIRNAPLES, FL 34112---5050 63550840003NAPLES WINTERPARK I A CONDOMINIUM UNIT 205BELL TR, FLORA B FLORA B BELL REV TRUST ROBERT A BELL TR ROBERT A BELL REV TRUST 3561 ANTARCTIC CIR NAPLES, FL 34112---5040 63555560003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2215BELL TR, FLORA B FLORA B BELL REV TRUST DATED 01/09/01 3561 ANTARCTIC CIR # 2101 NAPLES, FL 34112---5040 63554440001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2101BENZING, JOHN T 99 GLADES BLVD APT 3NAPLES, FL 34112---1019 35243720002GLADES C C APTS #7,THE (CONDO) APT 1673BERG, JOHN P & MARIE 3572 ANTARCTIC CIR #2110NAPLES, FL 34112---0 63554800007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2110BERK SR, WILLIAM E 43 GLADES BLVD APT 1NAPLES, FL 34112---1025 35241840007GLADES C C APTS #7,THE (CONDO) APT 1511BEVILACQUA, DAVID & JUDY 201 NORTH STNORTH READING, MA 01864---0 35241560002GLADES C C APTS #7,THE (CONDO) APT 1483BILLEN, JOHN R & SALLY S 103-2 GLADES BLVDNAPLES, FL 34112---0 35243560000GLADES C C APTS #7,THE (CONDO) APT 1662BILLINGTON, CHERYL MARIE 3563 ANTARCTIC CIRCLENAPLES, FL 34112---0 63554480003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2102BOLDUC JR, LAWRENCE JENNIFER JANELLE BOLDUC 65 GREER RDWEARE, NH 03045---0 35241640003GLADES C C APTS #7,THE (CONDO) APT 1492BRADER FAMILY TRUST UTD4-13-3530 PINE RIDGE DRLEWIS CENTER, OH 43035---9362 35240680006GLADES C C APTS #7,THE (CONDO) APT 1412BRAY, KRISTIN PO BOX 11017NAPLES, FL 34101---1017 35243080001GLADES C C APTS #7,THE (CONDO) APT 1622BRODER ET AL, PAULA K 208 WESTWOOD DRIVELOUISVILLE, KY 40243---0 35243680003GLADES C C APTS #7,THE (CONDO) APT 1672BROWN TR, JAMES E MARGARET M BROWN TR PO BOX 935TINLEY PARK, IL 60477---935 63553600004NAPLES WINTERPARK I A CONDOMINIUM UNIT 914BROWN, RAE ANN BROWN, JAMES PRESCOTT 3637 ARCTIC CIR # 303NAPLES, FL 34112---5047 63551400002NAPLES WINTERPARK I A CONDOMINIUM UNIT 303BUERGER, RICHARD & SUSAN 1717 LARCH DRIVEMOUNT PROSPECT, IL 60056---0 63556920008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2501BURKE, ROBERT J 5732 NORTH AVONDALE AVENUECHICAGO, IL 60631---0 63553920001NAPLES WINTERPARK I A CONDOMINIUM UNIT 1004CANDELA JR, GENNARO 9225 MUSEO CIRCLE #203NAPLES, FL 34114---0 35240560003GLADES C C APTS #7,THE (CONDO) APT 1402CANNETO, DOMENICO & NATALIN29 IRVING PLHARRISON, NY 10528---4206 63550760002NAPLES WINTERPARK I A CONDOMINIUM UNIT 203CASSANO, GASPARO & GABRIELL4048 ASHBY DRBEAMSVILLE L0R 1B9 CANADA 63554080005NAPLES WINTERPARK I A CONDOMINIUM UNIT 1008CASTANO FAMILY IRREV TRUST 606 FULTON STMEDFORD, MA 02155---0 63553400000NAPLES WINTERPARK I A CONDOMINIUM UNIT 909CATHERINE MICHELLE BURKE TR6004 N LANDERS AVECHICAGO, IL 60646---5614 63553800008NAPLES WINTERPARK I A CONDOMINIUM UNIT 1001CATZMAN, LYNN 23 PINNACLE RDTORONTO M2L 2V6 CANADA 35243400005GLADES C C APTS #7,THE (CONDO) APT 1651CHAFFEE, CONSTANCE T JAY MATTHEW BENOIT KEVIN MARC BENOIT 47 GLADES BLVD APT 3 NAPLES, FL 34112---5039 35242040000GLADES C C APTS #7,THE (CONDO) APT 1523CHAMBERLAIN, SHELBIE 3552 ANTARCTIC CIR #2206NAPLES, FL 34112---0 63555200004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2206CHERY, DINEL & VENANTE 3224 CALEDONIA AVENAPLES, FL 34112---0 61780480002NAPLES GARDENS BLK B LOTS 8-9-10 + 11CHERYL A RENELLA DEC OF TRU 1427 FOREST AVERIVER FOREST, IL 60305---0 63556480001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2406CHIPONIS, JAMES & DIANE 1095 BROOKWOOD DRPHOENIXVILLE, PA 19460---2265 63556880009NAPLES WINTERPARK I A CONDOMINIUM UNIT 2416CHISNALL, DAVID ANDREW CAROLYN DIANA ADAMSON 7 BURSAR CLOSE NEWTON- LE-WILLOWS WA12 9JS UNITED KINGDOM 35243160002GLADES C C APTS #7,THE (CONDO) APT 1631CHRISTMANN, NORBERT J RR 1PAISLEY N0G2N0 CANADA 63551200008NAPLES WINTERPARK I A CONDOMINIUM UNIT 214CINTRA, MARCOS MONICA WILLIAMS 3630 ARCTIC CIR #501NAPLES, FL 34112---5045 63552440003NAPLES WINTERPARK I A CONDOMINIUM UNIT 501CLAYTON PLAZA LLC 107 S MERAMEC STST LOUIS, MO 63105---0 61780840008NAPLES GARDENS BLK C LOTS 1-6COCHAND, ANDREW G & SANDRA1717 WHISPERING OAKS DRPLAINFIELD, IL 60586---0 63553440002NAPLES WINTERPARK I A CONDOMINIUM UNIT 910COFFEY TR, MICHAEL MC WINTER TR UST TD 6-22-89 76 PARKHURST ST QUINCY, MA 02169---0 63555520001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2214COLLIER HEALTH SERVICES INC 1454 MADISON AVENUE WIMMOKALEE, FL 34142---0 74869000141STANFORD SQUARE A CONDOMINIUM UNIT 701CORRENTE, ALEXIS PAULINE 3603 ARCTIC CIR #402NAPLES, FL 34112---0 63551840002NAPLES WINTERPARK I A CONDOMINIUM UNIT 402CORTAZAL, JOSEPH M 3164 FRANCIS AVENAPLES, FL 34112---3830 61482720002NAPLES BETTER HOMES 1ST ADD BLK 6 LOTS 8+9 OR 1393 PG 2297COZZI, VINCENT PAUL 3734 NORTHWINDS DRIVE #902NAPLES, FL 34112---0 63553120005NAPLES WINTERPARK I A CONDOMINIUM UNIT 902CREELY, PATTI J 3653 ARCTIC CIRNAPLES, FL 34112---5049 63551720009NAPLES WINTERPARK I A CONDOMINIUM UNIT 311CRISLAKE STANFORD 301 LLC 2325 STANFORD CTNAPLES, FL 34112---0 74869000060STANFORD SQUARE A CONDOMINIUM UNIT 301CRISLAKE STANFORD 401 LLC 2325 STANFORD CTNAPLES, FL 34112---0 74869000086STANFORD SQUARE A CONDOMINIUM UNIT 401CRISLAKE STANFORD 501 LLC 2325 STANFORD CTNAPLES, FL 34112---0 74869000109STANFORD SQUARE A CONDOMINIUM UNIT 501CRUZ, JOANNE LISA CRUZ MAUREEN PERRY 31 GLADES BLVD #2 NAPLES, FL 34112---0 35241520000GLADES C C APTS #7,THE (CONDO) APT 1482CURRO, CARMELINA J 39 GLADES BLVD APT 1NAPLES, FL 34112---1024 35241600001GLADES C C APTS #7,THE (CONDO) APT 1491D G & D M SINTIRIS REV TRUST PO BOX 1003CENTER OSSIPEE, NH 03184---0 63556320006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2402DANIELSSON, TED ANDERS ROTTVIKSVAGEN 70LEKSAND 79331 SWEDEN 63553080006NAPLES WINTERPARK I A CONDOMINIUM UNIT 901DE LA ROCHE, JOHN P & HEATHE 3256 COUNTY RD 8PICTON K0K 2T0 CANADA 35240960001GLADES C C APTS #7,THE (CONDO) APT 1433DE MARCO, DOMENICO & LINDA L301 BROWNTOWN RDNEW KENSINGTON, PA 15068---9251 63556000009NAPLES WINTERPARK I A CONDOMINIUM UNIT 2308DEANGELIS, ANNE M JULIE A FORSTER 22 RENEE DRWAKEFIELD, MA 01880---0 63552880003NAPLES WINTERPARK I A CONDOMINIUM UNIT 512DIVERSIFIKT LLC 8267 LAUREL LAKES WAYNAPLES, FL 34119---0 61780440000NAPLES GARDENS BLK B LOT 7 + W1/2 OF LOT 6DMC PROPERTIES LLP 2122 JOHNSON STFORT MYERS, FL 33901---3408 74869000028STANFORD SQUARE A CONDOMINIUM UNIT 101DOBKIN, PATRICIA REIDY JEFFREY DOBKIN 323 CYNWYD RDBALA CYNWYD, PA 19004---2636 63556680005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2411DOONE, GARRY P & SUSAN L 7603 PARK BEND COURTWESTERVILLE, OH 43082---0 35242600000GLADES C C APTS #7,THE (CONDO) APT 1572DORIA VENTURES LLC 2560 GOLDEN GATE BLVD WNAPLES, FL 34120---0 74869000125STANFORD SQUARE A CONDOMINIUM UNIT 601DYEHOUSE, JUDITH A 3223 CALEDONIA AVENAPLES, FL 34112---4833 61780160005NAPLES GARDENS BLK A LOTS 8 + 9EARNER, JOHN T & SUSAN M 60 PIERCE STMILTON, MA 02186---5614 63554840009NAPLES WINTERPARK I A CONDOMINIUM UNIT 2111EDNEY, GEORGE KARIN MAIWALD 1113 SELBY STREETNELSON V1L 2W4 CANADA 35240480002GLADES C C APTS #7,THE (CONDO) APT 1393EDNEY, ROBERT C & LINDA A 1155 SIFTON BLVD SWCALGARY T2T 2L2 CANADA 35240520001GLADES C C APTS #7,THE (CONDO) APT 1401EICKHOFF TR, RONALD W RONALD W EICKHOFF REV TRUSTSHARON K EICKHOFF TR SHARON K EICKHOFF REV TRUST3526 ANTARCTIC CIR NAPLES, FL 34112---5032 63555640004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2217ELKINS, HOWARD & MARGARET 3638 ARCTIC CIRNAPLES, FL 34112---5046 63551160009NAPLES WINTERPARK I A CONDOMINIUM UNIT 213ERDLY FAMILY REV TRUST 1250 S WASHINGTON ST #501ALEXANDRIA, VA 22314---0 35241480001GLADES C C APTS #7,THE (CONDO) APT 1481EXECUTIVE OFFICES OF NAPLES 9 MEADOWRIDGE LNOLD BROOKVILLE, NY 11545---0 74869000044STANFORD SQUARE A CONDOMINIUM UNIT 201FEITH, ARTHUR J CATHERINE M MCALLISTER 42 GLADES BLVD #1NAPLES, FL 34112---0 35241000009GLADES C C APTS #7,THE (CONDO) APT 1441FITZJARRALD, LOIS MARIAN 27576 SW WALL STMADISON, AL 35756---5102 63550440005NAPLES WINTERPARK I A CONDOMINIUM UNIT 111FIVE PALMS NAPLES LLC 16 HENLEY STREETCHARLESTOWN, RI 02813---0 63552000003NAPLES WINTERPARK I A CONDOMINIUM UNIT 406FLIGHTNER, SHERRI O 409 PINE LAKE DRNAPLES, FL 34112---5210 35241440009GLADES C C APTS #7,THE (CONDO) APT 1473FOLEY FAMILY TRUST 43 GLADES BLVD #2NAPLES, FL 34112---0 35241880009GLADES C C APTS #7,THE (CONDO) APT 1512FORRESTER, JAMES M & MARCIA71 CURLEW RDQUINCY, MA 02169---2623 63554040003NAPLES WINTERPARK I A CONDOMINIUM UNIT 1007FORRESTER, MARK & LORI 108 ELM ST UNIT ECOHASSET, MA 02025---0 63553360001NAPLES WINTERPARK I A CONDOMINIUM UNIT 908FRECKER, CATHERINE C 3200 BREEZE COURTNAPLES, FL 34102---0 24729000082BREEZE OF CALUSA LOT 2FREEMAN JR, JAMES J DEBORAH A FREEMAN 3 NEPTUNE STTEWKSBURY, MA 01876---1731 63555120003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2204FRYE, KATHLEEN A & STANTON R3576 ANTARCTIC CIR #2108NAPLES, FL 34112---0 63554720006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2108G C DELLA PIETRO PROP TRUST 20 E GRIMALDI DRFARMINGDALE, NJ 07727---0 63551680000NAPLES WINTERPARK I A CONDOMINIUM UNIT 310GABINOS INVESTMENT LLC C/O LAS AMERICAS PO BOX 990205NAPLES, FL 34116---0 63552960004NAPLES WINTERPARK I A CONDOMINIUM UNIT 514GAFFNEY SR, CHARLES E JACQUELINE G GAFFNEY 3400 FROSTY WAY #11NAPLES, FL 34112---0 63556200003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2313GALLO, GERALD CINDY GALLO 12 STYLES DRPEABODY, MA 01960---1105 63551920003NAPLES WINTERPARK I A CONDOMINIUM UNIT 404GALLO5621 LLC 5059 ECLIPSE CTNAPLES, FL 34104---0 35240640004GLADES C C APTS #7,THE (CONDO) APT 1411GEISSLER, WILLIAM A & ANNE 100 ELIOT STREETNATICK, MA 01760---0 35240320007GLADES C C APTS #7,THE (CONDO) APT 1382GIANGIULIO, RICHARD & JOAN F 3726 NORTHWINDS DR #906NAPLES, FL 34112---0 63553280000NAPLES WINTERPARK I A CONDOMINIUM UNIT 906GIMES, SANDOR RICHARD TOROK 42 GLADES BLDV UNIT 2NAPLES, FL 34112---0 35241040001GLADES C C APTS #7,THE (CONDO) APT 1442Notice: This data belongs to the Collier County Property Appraiser's Office (CCPA). Therefore, the recipient agrees not to represent this data to anyone as other than CCPA provided data. The recipient may not transfer this data to others without consent from the CCPA.Petition: PL20200000201 | Buffer: 500' | Date: 3/5/2020 | Site Location: 34840520004POList_500.xls3.B.5Packet Pg. 423Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 2GIORDANI TR, ARTHUR J & JOAN 3714 NORTHWINDS DR RLTY TRU UTD 12/28/05 3714 NORTHWINDS DR #912 NAPLES, FL 34112---5003 63553520003NAPLES WINTERPARK I A CONDOMINIUM UNIT 912GONZALEZ EST, LEANDRO N % ARACELIS G ASENDORF PR 3497 TORTUGA WAYNAPLES, FL 34105---2771 61482680003NAPLES BETTER HOMES 1ST ADD BLK 6 LOT 7, W 25FT OF LOT 6 OR 391 PG 160 + OR 636 PG 1901GORISEK, SUZANNE B 3541 ANTARCTIC CIRNAPLES, FL 34112---5035 63555880000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2305GREEN, RONALD C & JANET B 3649 ARCTIC CIRNAPLES, FL 34112---5049 63551640008NAPLES WINTERPARK I A CONDOMINIUM UNIT 309GRISTINA, PETER S & ZOILA 124 BALTUSROL DRIVENAPLES, FL 34113---0 63552680009NAPLES WINTERPARK I A CONDOMINIUM UNIT 507HAMOUI, BAHJAT RENEE HAMOUI RHONDA HAMOUI 29 HIGHMONT CRT KANATA K2T 1B3 CANADA 35241800005GLADES C C APTS #7,THE (CONDO) APT 1503HARGROVE, SCOTT W 3602 ARCTIC CIRNAPLES, FL 34112---5006 63553000002NAPLES WINTERPARK I A CONDOMINIUM UNIT 515HARMYK, BERNICE C 71 GLADES BLVD #2NAPLES, FL 34112---1030 35242720003GLADES C C APTS #7,THE (CONDO) APT 1582HARMYK, DENICE 87 GLADES BLVD #2NAPLES, FL 34112---0 35243200001GLADES C C APTS #7,THE (CONDO) APT 1632HARTLEY, JAMES L 3216 FRANCIS AVENAPLES, FL 34112---3844 61482640001NAPLES BETTER HOMES 1ST ADD BLK 6 LOT 5 + E 25FT OF LOT 6HEDLUND, HANS F & ANNA E HAKAN I=& LINDA T BJURLING BARKEVAGEN 77SODERBARKE 77760 SWEDEN 63553480004NAPLES WINTERPARK I A CONDOMINIUM UNIT 911HEGER, SIEGFRIED & SUSANNE WITTEKINDSTRASSE 1BWILDESHAUSEN 27793 GERMANY 35240360009GLADES C C APTS #7,THE (CONDO) APT 1383HENDERSON, MARK A 3629 ARCTIC CIR #415NAPLES, FL 34112---5042 63552360002NAPLES WINTERPARK I A CONDOMINIUM UNIT 415HETTRICK, FREDERICK E ARLEEN B HETTRICK 79 GLADES BLVD #1NAPLES, FL 34112---0 35243040009GLADES C C APTS #7,THE (CONDO) APT 1621HOFACRE, DANIEL KATHLEEN ROSE CRAM 3187 CALUSA AVENAPLES, FL 34112---0 61780760007NAPLES GARDENS BLK B LOTS 28, 29 + 30 OR 1910 PG 1679HOFF, E TODD & LYNDA L 3570 ANTARCTIC CIRNAPLES, FL 34112---5041 63554760008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2109HOME DEPOT USA INC 2455 PACES FERRY ROAD C-20ATLANTA, GA 30339---0 0039068000412 50 25 COMM NW1/4 CNR SEC 12 S 275FT, E 70FT TO POB, S ALG ELY RW LI SR 858 FOR 426FT, E 181.92FT,S 20FT,ELY 153FT,SHOOKER, JANE CONLON 5 STRATFORD PARKBLOOMFIELD, CT 06002---2143 63550680001NAPLES WINTERPARK I A CONDOMINIUM UNIT 201HOWARD EST, RAYMOND L NINA MAE SYMINGTON-HOWARD 59 GLADES BLVD APT 2NAPLES, FL 34112---1028 35242480000GLADES C C APTS #7,THE (CONDO) APT 1562HRAB, RONALD JOHN BEVERLY ANNE HRAB 41 OLDE PRESTWICK WAYPENFIELD, NY 14526---0 35240400008GLADES C C APTS #7,THE (CONDO) APT 1391HUPPERT, MADONNA R 3569 ANTARCTIC CIRNAPLES, FL 34112---5032 63554600003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2105HUTZENLAUB, WOLFGANG 1215 FOREST AVENAPLES, FL 34109---0 61780200004NAPLES GARDENS BLK A LOTS 10 + 11IPPOLITO, PETER & LINA JOHN & LOUISE BRAVETTI 60 HILDEGARD DRHAMILTON L8K 5R9 CANADA 63550960006NAPLES WINTERPARK I A CONDOMINIUM UNIT 208IVERSON, ALICE 35 GLADES BLVD APT 1NAPLES, FL 34112---0 35241720004GLADES C C APTS #7,THE (CONDO) APT 1501J & K MCPHILLIPS FAM REV TRUS37 READVILLE STREETHYDE PARK, MA 02136---2037 63550400003NAPLES WINTERPARK I A CONDOMINIUM UNIT 110JACOBS, MARGO M & NORMAN J 746 COUNTY RD 46GRAND LAKE, CO 80447---0 35240920009GLADES C C APTS #7,THE (CONDO) APT 1432JAD100 REALTY TRUST 1252 ANDOVER STTEWKSBURY, MA 01876---0 63556720004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2412JANSSON, TOMMY & MARIA BERGSMANSV.6SODERBARKE S77793 SWEDEN 63553560005NAPLES WINTERPARK I A CONDOMINIUM UNIT 913JOHN A STANTON LIVING TRUST PO BOX 2248NAPLES, FL 34106---0 63554000001NAPLES WINTERPARK I A CONDOMINIUM UNIT 1006JOHN A STANTON LIVING TRUST PO BOX 2248NAPLES, FL 34106---0 63554200005NAPLES WINTERPARK I A CONDOMINIUM UNIT 1011JOSEPH V ANASTOS TRUST 3516 ANTARCTIC CIR #2506NAPLES, FL 34112---0 63557120001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2506JULIAN TR, ROBERT J JOHN JULIAN GST EXEMPT TRUSTDATED 10/04/95 1001 WARWICK LN WILMINGTON, DE 19807---2545 35242080002GLADES C C APTS #7,THE (CONDO) APT 1531KACERGIS, MICHAEL A & KATHRY63 CAPTAIN BERTIES WAYPROVINCETOWN, MA 02657---3100 63550200009NAPLES WINTERPARK I A CONDOMINIUM UNIT 105KACZYNSKI, MARK DIANA HOLZWASSER 1080 WICKERTON LANEWEBSTER, NY 14580---0 35241200003GLADES C C APTS #7,THE (CONDO) APT 1453KADERA, GREGG H JEANNETTE L BERES 3656 ARCTIC CIRCLE #206NAPLES, FL 34112---0 63550880005NAPLES WINTERPARK I A CONDOMINIUM UNIT 206KAMILATOS, ANNE ROXANNE KAMILATOS 3668 ARCTIC CIRNAPLES, FL 34112---0 63550640009NAPLES WINTERPARK I A CONDOMINIUM UNIT 116KAROW, ALICE LOUISE 42 GLADES BLVD #3NAPLES, FL 34112---0 35241080003GLADES C C APTS #7,THE (CONDO) APT 1443KASSATLY TRUST 3550 ANTARCTIC CIR #2205NAPLES, FL 34112---0 63555160005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2205KASSATLY, ANDREW & CARMEN 14423 ELIZABETH COURTBRIGHTON, CO 80602---0 63554640005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2106KEATING, MARY 66 BURGESS AVEROCHESTER, MA 02770---1211 63552840001NAPLES WINTERPARK I A CONDOMINIUM UNIT 511KEHREIN, JOHANNA SANDBERG JENNY FORSMAN NORSVAGEN 3SODERBARKE 77760 SWEDEN 63553320009NAPLES WINTERPARK I A CONDOMINIUM UNIT 907KELLY, BERNADETTE M 44 LITTLEFIELD STQUINCY, MA 02169---3627 63553200006NAPLES WINTERPARK I A CONDOMINIUM UNIT 904KIEBACK, HORST & KARIN 55 GLADES BLVD APT 3NAPLES, FL 34112---1027 35242280006GLADES C C APTS #7,THE (CONDO) APT 1543KING, THEODORE A & BEVERLY A34 GEORGE DAVISON RDCRANBURY, NJ 08512---2002 63555920009NAPLES WINTERPARK I A CONDOMINIUM UNIT 2306KISSEL, WESLEY A & MARY W STEVEN C & CATHY S KISSEL 4920 N GATHERING CTBLOOMINGTON, IN 47404---8998 63550920004NAPLES WINTERPARK I A CONDOMINIUM UNIT 207KLINDT, SAMANTHA E 3660 ARCTIC CIRCLE #204NAPLES, FL 34112---0 63550800001NAPLES WINTERPARK I A CONDOMINIUM UNIT 204KLOUDA FAMILY TRUST 5 WONDERBROOK DRKENNEBUNK, ME 04043---6737 63552160008NAPLES WINTERPARK I A CONDOMINIUM UNIT 410KNIGHT, ELLIOTT 71 GLADES BLVD #1NAPLES, FL 34112---0 35242680004GLADES C C APTS #7,THE (CONDO) APT 1581KOWALUK, SILVIA 3626 ARCTIC CIRNAPLES, FL 34112---5045 63552520004NAPLES WINTERPARK I A CONDOMINIUM UNIT 503KUO, YUNG TZU LI-HUA CHOU 2953 MEDINAHWESTON, FL 33332---0 35240120003GLADES C C APTS #7,THE (CONDO) APT 1363LA BROAD, EDWARD L 3535 ANTARCTIC CIRNAPLES, FL 34112---5035 63555760007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2302LAJOIE, PAUL 36 CARMELHUDSON JOP 1HO CANADA 63553720007NAPLES WINTERPARK I A CONDOMINIUM UNIT 917LEAVESLEY, JOSEPH C & KATHLE99 GLADES BLVD #1NAPLES, FL 34112---1019 35243640001GLADES C C APTS #7,THE (CONDO) APT 1671LEE, KENNETH S & VICKIE L 4340 E REMBRANDT DRMARTINSVILLE, IN 46151---6036 63555680006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2218LEEMAN, JOSEPH R & LINDA S 761 E 5TH STBOSTON, MA 02127---3262 63554280009NAPLES WINTERPARK I A CONDOMINIUM UNIT 1013LEKOUTOVICH, OLEG EVA POPOVA LEKOUTOVICH 311 CHELLWOOD DRTHORNHILL L4J 7Y8 CANADA 35242920007GLADES C C APTS #7,THE (CONDO) APT 1611LERARIO, LISA M 127 HOFFMAN STREETPHILADELPHIA, PA 19148---0 63551320001NAPLES WINTERPARK I A CONDOMINIUM UNIT 301LONG, BARBARA H PO BOX 8944NAPLES, FL 34101---8944 61842600005N G + T C L F NO 2 11 50 25 BEG AT NE COR LOT 129, S ALG E SIDE SAID LOT 333FT, W ALG S SIDE LOT 129 340FT TO POB,LONG, BARBARA H PO BOX 8944NAPLES, FL 34101---8944 61842920002N G + T C L F NO 2 11 50 25 BEG AT NE COR LOT 129 S ALG E SIDE LOT FOR 333FT W ALG S SIDE OF LOT FOR 240FT TO POB,LOUGHMILLER, MICHAEL & ROSA 2256 BORDEAUX WALK UNIT D1HIGHLAND, IN 46322---0 63556960000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2502LOWMAN, HAROLD R & PATRICIA 10999 SANDALWOOD CTPLYMOUTH, MI 48170---3466 63553040004NAPLES WINTERPARK I A CONDOMINIUM UNIT 516LOWMAN, PATRICIA J 10999 SANDALWOOD CTPLYMOUTH, MI 48170---3466 63552640007NAPLES WINTERPARK I A CONDOMINIUM UNIT 506LOY, JOHN A 14505 ETCHINGHAM DRLOCKPORT, IL 60441---5063 63557000008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2503LUCAS, RONALD J & DEBRA 79 GLADES BLVD UNIT 3NAPLES, FL 34112---0 35243120000GLADES C C APTS #7,THE (CONDO) APT 1623LUNDBERG, JOEL ALAN CAROL LEE LUNDBERG 19363 EUREKA COURTFARMINGTON, MN 55024---0 35241760006GLADES C C APTS #7,THE (CONDO) APT 1502LUPPINO FAMILY TRUST 6804 CANYON HILL DRRIVERSIDE, CA 92506---5671 63554120004NAPLES WINTERPARK I A CONDOMINIUM UNIT 1009LUPPINO FAMILY TRUST 6804 CANYON HILL DRRIVERSIDE, CA 92506---5671 63554320008NAPLES WINTERPARK I A CONDOMINIUM UNIT 1014MAILO, JOSEPH W & MARILYN 3746 NORTHWINDS DRNAPLES, FL 34112---5055 63556840007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2415MALIO, JOSEPH & MARILYN 3746 NORTHWINDS DRNAPLES, FL 34112---5055 63554240007NAPLES WINTERPARK I A CONDOMINIUM UNIT 1012MARCHANT, BRENDA 68 FOWLER AVEREVERE, MA 02151---0 63556600001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2409MARIO O & ISABEL V CATOGGIO REVOCABLE TRUST 3567 ANTARTIC CIRCLE #2104NAPLES, FL 34112---0 63554560004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2104MARTIN, STEWART & VANNE ALLANDALE DANBY WISKE NORTH ALLERTON NORTH YORKSHIRE DL7 OLY UNITED KINGDOM 35241960000GLADES C C APTS #7,THE (CONDO) APT 1521MARY JOAN OEXMANN LIV TRUST1169 SEA EAGLE WATCHCHARLESTON, SC 29412---8253 63556040001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2309MARY LYNN ADLEMAN TRUST 1729 OAK LEAF DRS BELOIT, IL 61080---0 35242240004GLADES C C APTS #7,THE (CONDO) APT 1542MATTHISEN, DOROTHY K DIANE D MATTHISEN 2032 DECOOK AVEPARK RIDGE, NE 60068---0 63552920002NAPLES WINTERPARK I A CONDOMINIUM UNIT 513MCALLEN, CHRISTINE A 3614 ARCTIC CIRCLE UNIT 509NAPLES, FL 34112---0 63552760000NAPLES WINTERPARK I A CONDOMINIUM UNIT 509MCCAULEY, ROBERT H ELLEN M MCCAULEY 64 LINTRIC DRSOUTH WEYMOUTH, MA 02190---3137 63556160004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2312MCGILLICUDDY, ANNMARIE 3750 NORTHWINDS DRNAPLES, FL 34112---0 63554160006NAPLES WINTERPARK I A CONDOMINIUM UNIT 1010MCGOWAN FAMILY LIV TRUST 20 JACKSON STTAUNTON, MA 02780---1536 63555840008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2304MCKINLEY, CATHERINE M 47 GLADES BLVD APT 2NAPLES, FL 34112---5039 35242000008GLADES C C APTS #7 THE (CONDO) APT 1522MEDINA,ENEXIS B &BELKIS CASTR3164 CALUSA AVENAPLES, FL 34112---4828 61780960001NAPLES GARDENS BLK C LOTS 11 TO 13MEHELICH, THOMAS A & FRANCE 3505 ANTARCTIC CIRCLE #2403NAPLES, FL 34112---0 63556360008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2403MEISENHELTER, DAVID K VIRGINIA L MEISENHELTER 7893 MUDBROOK STREET NWMASSILLON, OH 44646---0 63556440009NAPLES WINTERPARK I A CONDOMINIUM UNIT 2405MERCHANT, JANICE M 78 ABINGTON RDDANVERS, MA 01923---0 63556240005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2314MERO, LAURA 70 GLADES BLVD #1NAPLES, FL 34112---0 35240160005GLADES C C APTS #7,THE (CONDO) APT 1371MICHAEL P VALENTINE PROP LLCBIRL A & EDITH E TATMAN 1200 SANDPIPER STNAPLES, FL 34102---2403 61842640007N G + T C L F NO 2 11 50 25 BEG AT NE COR OF LOT 129 RUN WLY ALG N SIDE LOT 129 340FT TO POB THENCE E 100FT, SMICHAEL P VALENTINE PROP LLCBIRL A & EDITH E TATMAN 1200 SANDPIPER STNAPLES, FL 34102---2403 61842680009N G + T C L F NO 2 11 50 25 W 100FT OF E 440FT LESS S 135FT LOT 129MILLER, BRYCE J & ESTHER P 38 GLADES BLVD #2NAPLES, FL 34112---0 35241160004GLADES C C APTS #7,THE (CONDO) APT 1452MILLIGAN, MICHAEL H & NANCY L 48 UPPER SHEEP PASTURE RDEAST SETAUKET, NY 11733---1749 35241680005GLADES C C APTS #7,THE (CONDO) APT 2019MOALLI, ROBERT & MARIE 3736 NORTHWINDS DRNAPLES, FL 34112---5054 63554360000NAPLES WINTERPARK I A CONDOMINIUM UNIT 1015MOILANEN TR, DOUGLAS & SUSA D E & S M MOILANEN FAM TRUST UTD 09/03/08 1295 OSAUKA RD NE SAUK RAPIDS, MN 56379---0 63551520005NAPLES WINTERPARK I A CONDOMINIUM UNIT 306MOLINA, EVER ROBERTO LESLIE GENE ESCOBAR DE MOLIN3663 ARCTIC CIR # 104NAPLES, FL 34112---5053 63550160000NAPLES WINTERPARK I A CONDOMINIUM UNIT 104MONIGAN, SONIA T 201 EVERGREEN ST #1-2EVESTAL, NY 13850---0 63552280001NAPLES WINTERPARK I A CONDOMINIUM UNIT 413MONIZ, RICHARD D CAROL A DERITA MONIZ 3676 ARCTIC CIR #112NAPLES, FL 34112---0 63550480007NAPLES WINTERPARK I A CONDOMINIUM UNIT 112MONTELLO, MARTIN F & JANET D 9 PORTER STBILLERICA, MA 01821---0 63555480002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2213MONTEMURRO, FRANK SANDRA BADASH 595 PORTSIDE DRNAPLES, FL 34103---4169 35242960009GLADES C C APTS #7,THE (CONDO) APT 1612MORLEY, MARIA V 3644 ARTIC CIRCLE #212NAPLES, FL 34112---0 63551120007NAPLES WINTERPARK I A CONDOMINIUM UNIT 212MUNIZ, KATHLEEN A 34 GLADES BLVD #3NAPLES, FL 34112---0 35241320006GLADES C C APTS #7,THE (CONDO) APT 1463MURPHY, CHARLES H & EMILY M 5335 E BLUE TEAL DRPORT CLINTON, OH 43452---0 35240840008GLADES C C APTS #7,THE (CONDO) APT 1423MUTZBERG, SUSANNA KORZERTER STR 15WUPPERTAL 42349 GERMANY 63553760009NAPLES WINTERPARK I A CONDOMINIUM UNIT 918NASON FAMILY REV LIV TRUST 20 WHIPPLETREE ROADCHELMSFORD, MA 01824---0 35241120002GLADES C C APTS #7,THE (CONDO) APT 1451NIEBEL, BERND & MARION MAUSER STR 82BERLIN 12277 GERMANY 63551880004NAPLES WINTERPARK I A CONDOMINIUM UNIT 403NIKITAS, ELIZABETH STEPHANIE RENZI 93 STARR STLEOMINSTER, MA 01453---1607 63553960003NAPLES WINTERPARK I A CONDOMINIUM UNIT 1005O'BRIEN, ELLEN BARBARA DAWSON 341 11TH STBROOKLYN, NY 11215---4010 63552600005NAPLES WINTERPARK I A CONDOMINIUM UNIT 505O'CONNELL, ANN 3631 ARCTIC CIR # 416NAPLES, FL 34112---5042 63552400001NAPLES WINTERPARK I A CONDOMINIUM UNIT 416OCONNELL, DENNIS & WENDY 259 COLUMBUS PLCLIFFSIDE PARK, NJ 07010---0 63554880001NAPLES WINTEPARK I A CONDOMINIUM UNIT 2112OEXMANN, MARJORIE HORNADAY% 5 STONE CREEK PARKOWENSBORO, KY 42303---1846 63556120002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2311OLIVER, GUILLERMO & MANOLA 103 GLADES BLVD #1663NAPLES, FL 34112---0 35243600009GLADES C C APTS #7,THE (CONDO) APT 1663OLIVER, GUILLERMO A & MANOLA13545 SW 103RD COURTMIAMI, FL 33176---0 35243000007GLADES C C APTS #7,THE (CONDO) APT 1613ONDRUSH, PAUL & PATRICIA 3538 ANTARCTIC CIRNAPLES, FL 34112---5036 63555400008NAPLES WINTERPARK I A CONDOMINIUM UNIT 2211OSTROWSKI, RALPH & BRENDA S124 ROYAL VISTA DRIVEEAST PEORIA, IL 61611---1541 35240800006GLADES C C APTS #7,THE (CONDO) APT 1422OSWALT TR, RONALD KAREN LEE OSWALT TR OSWALT FAMILY LIVING TRUST 30 GLADES BLVD #1 NAPLES, FL 34112---0 35241360008GLADES C C APTS #7,THE (CONDO) APT 1471OZANICH, TODD R & KIMBERLY A 7309 VILLA RIDGECHAGRIN FALLS, OH 44023---0 63557200002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2508PAMPENA, SERGIO & JOANNE 145 RED MAPLE LNGLENSHAW, PA 15116---0 63555800006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2303PAMPENA, SERGIO & JOANNE 145 RED MAPLE LNGLENSHAW, PA 15116---0 63555080004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2203POList_500.xls3.B.5Packet Pg. 424Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3PAMPENA, SERGIO & JOANNE 145 RED MAPLE LNGLENSHAW, PA 15116---0 63555720005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2301PANAGIOTIS, CYNTHIA F PETER T LYDON 3659 ARCTIC CIRNAPLES, FL 34112---5049 63550080009NAPLES WINTERPARK I A CONDOMINIUM UNIT 102PAOLETTA, JAMES C 3527 ANTARCTIC CIRNAPLES, FL 34112---5033 63556800005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2414PASKAR, NATHAN 3504 ANTARCTIC CIRNAPLES, FL 34112---5008 63557360007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2512PATILLE JR, THOMAS J & DONNA 3635 ARCTIC CIR # 302NAPLES, FL 34112---5047 63551360003NAPLES WINTERPARK I A CONDOMINIUM UNIT 302PCPE TRUST 2124 AIRPORT RD S STE 102NAPLES, FL 34112---4877 61780040002NAPLES GARDENS BLK A LOTS 1 + 2PEAVEY, LAUREN 56 HOMELAND DRIVEHUNTINGTON, NY 11743---0 63552240009NAPLES WINTERPARK I A CONDOMINIUM UNIT 412PELLATI, GIORGIO & SALLY 18000 PERTH AVEHOMEWOOD, IL 60430---1627 35241920008GLADES C C APTS #7,THE (CONDO) APT 1513PEREIRO, EDUARDO & LUISA PO BOX 7343NAPLES, FL 34101---7343 61482400005NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 21 OR 883 PG 1865PEREIRO, EDUARDO & LUISA A PO BOX 7343NAPLES, FL 34101---7343 61482360006NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 20 OR 883 PG 1865PERELMAN, VSEVOLOD ANNA SKOMOROVSKAIA 40 FLAMINGO ROADVAUGHAN L4J 6Z5 CANADA 35243760004GLADES C C APTS #7,THE (CONDO) APT 1681PESCOSOLIDO, GENOVEFFA 30 HILLTOP STNEWTON, MA 02458---1819 63556080003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2310PIAO, YONG KUI GUI HUA CUI 91 GLADES BLVD UNIT 3NAPLES, FL 34112---0 35243480009GLADES C C APTS #7,THE (CONDO) APT 1653PICKERING, ELIZABETH C 516 NORTH NINTH STHERRIN, IL 62948---3323 35243520008GLADES C C APTS #7,THE (CONDO) APT 1661PIMENTAL, MICHAEL PO BOX 1286SOUTH YARMOUTH, MA 02664---0 35243320004GLADES C C APTS #7,THE (CONDO) APT 1642PISANO, PETER & PAMELA 3967 RECREATION LNNAPLES, FL 34116---7314 63557160003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2507POLSON, ALAN M & ANNE 206 OLYMPIC CLUB CTBLUE BELL, PA 19422---1283 35243280005GLADES C C APTS #7,THE (CONDO) APT 1641POP, RUBEN 29910 GREEN ACRESFARMINGTON HILLS, MI 48334---0 63551760001NAPLES WINTERPARK I A CONDOMINIUM UNIT 312PUETZ, TOBIAS & DORIS 34 GLADES BLVD #1462NAPLES, FL 34112---0 35241280007GLADES C C APTS #7,THE (CONDO) APT 1462PUNWASI, RAJ & DOLLY 55 GLADES BLVD #1NAPLES, FL 34112---0 35242200002GLADES C C APTS #7,THE (CONDO) APT 1541R HORST INC 1547 GORDON RIVER LNNAPLES, FL 34104---5296 61842520004N G + T C L F NO 2 11 50 25 E 140FT OF S 135FT LOT 129 LESS E 30FT R/WRAPPOCCIO, JOSEPH & CONCETT94 STEEPLEVIEW DRBERLIN, CT 06037---0 63557080002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2505RATOWSKI, ROD & KATHY 3333 BYWATER DRSTERLING HEIGHTS, MI 48314---2837 63550280003NAPLES WINTERPARK I A CONDOMINIUM UNIT 107REFERENCE ONLY NAPLES WINTERPARK I A CONDOMINIUM0039104000912 50 25 PAR 35 NOW NAPLES WINTERPARK I CONDO OR 1126 PG 158 AMENDED BOUNDARY OR 1133 PG 1720REFERENCE ONLY GLADES COUNTRY CLUB APTS 7,TA CONDOMINIUM34840560006GLADES UNIT 2,THE BLK K NOW GLADES COUNTRY CLUB APTS CONDO UNIT 7 DESC IN OR 602 PG 1306REFERENCE ONLY STANFORD SQUARE A CONDOMINIUM61841960005N G + T C L F NO 2 11 50 25 N 500FT OF LOT 124, LESS R/W NKA STANFORD SQUARE CONDO AS DESC IN OR 2866 PG 680REGOLINO, ROBERT S & MARILYN62 GLADES BLVD #3NAPLES, FL 34112---0 35240600002GLADES C C APTS #7,THE (CONDO) APT 1403REID, GRANT PHILIP ELWIN REID 63 GLADES BLVD UNIT 2NAPLES, FL 34112---0 35242360007GLADES C C APTS #7,THE (CONDO) APT 1552RICHMOND, JESTER NOLAN VICKY LYNN RICHMOND 3179 CALUSA AVENAPLES, FL 34112---0 61780720005NAPLES GARDENS BLK B LOTS 25, 26 + 27RIDILLA, ROBERT J & IRENE C 1003 SOUTH WAYGREENSBURG, PA 15601---0 35240080004GLADES C C APTS #7,THE (CONDO) APT 1362ROMAN, TANYA & NICOLAS 13759 NW 18TH CTPEMBROKE PINES, FL 33028---2602 63552120006NAPLES WINTERPARK I A CONDOMINIUM UNIT 409ROUTHIER, RICHARD & MONA 3646 ARCTIC CIR #209NAPLES, FL 34112---0 63551000004NAPLES WINTERPARK I A CONDOMINIUM UNIT 209ROZZERO, ANTHONY J & DONNA 263 PULASKI STWEST WARWICK, RI 02893---5228 63553640006NAPLES WINTERPARK I A CONDOMINIUM UNIT 915RUSSO, DOMINICK C 6791 WEATHERBY CTNAPLES, FL 34104---0 35242520009GLADES C C APTS #7,THE (CONDO) APT 1563SABETTA, RALPH JOSEPH ELAINE MARIE SABETTA 3664 ARCTIC CIR #202NAPLES, FL 34112---0 63550720000NAPLES WINTERPARK I A CONDOMINIUM UNIT 202SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61481640002NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 2SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61481680004NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 3 OR 1602 PG 964SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61481720003NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 4 OR 1602 PG 964SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61481760005NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 5 OR 1602 PG 964SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61481800004NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 6 OR 1602 PG 964SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61482440007NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 22 OR 920 PG 47SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61482480009NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 23 OR 920 PG 46SAGAMORE NAPLES LLC % RICHARD FORMAN PO BOX 237151NEW YORK, NY 10023---0 61481600000NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 1SALLIE N MYERS REV TRUST 51 GLADES BLVD #3NAPLES, FL 34112---0 35242160003GLADES C C APTS #7,THE (CONDO) APT 1533SALVAGGIO, PAUL J & MONICA C 174 PARKSIDE AVEBRAINTREE, MA 02184---3142 63551040006NAPLES WINTERPARK I A CONDOMINIUM UNIT 210SAMBOGNA, ANTHONY & NANCY 235 10TH STPALISADES PARK, NJ 07650---2058 63557280006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2510SAMIULLAH, YUSAF & DIANA JOY 6 GORRINGE ROADEASTBOURNE BN22 8XL UNITED KINGDOM 35242400006GLADES C C APTS #7,THE (CONDO) APT 1553SAMPLE, ALAN ROY WOLFGANG BOROWSKI 3515 ANTARCTIC CIRNAPLES, FL 34112---5013 63556560002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2408SAMUEL, TAMARA R STROHL- DARREN A SAMUEL 2315 STANFORD CT STE 302NAPLES, FL 34112---4842 74869000073STANFORD SQUARE A CONDOMINIUM UNIT 302SASTRE, REUBEN MARGARITA ELENA SASTRE 6735 LINKWOOD STBEAUMONT, TX 77706---4218 63551800000NAPLES WINTERPARK I A CONDOMINIUM UNIT 401SBLENDORIO, DANIEL & KIMBERL3564 ANTARCTIC CIRNAPLES, FL 34112---5041 63554960002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2114SCENSNY, FREDERICK J & JANINE3724 NORTHWINDS DRNAPLES, FL 34112---5054 63553240008NAPLES WINTERPARK I A CONDOMINIUM UNIT 905SCHILLING, EVA H 50 GLADES BLVD #1NAPLES, FL 34112---0 35240760007GLADES C C APTS #7,THE (CONDO) APT 1421SCHOONHEN, ROBERT 389 MAIN ST STE 203HACKENSACK, NJ 07601---0 63550600007NAPLES WINTERPARK I A CONDOMINIUM UNIT 115SCIPIONE, ANTHONY & EDNA M 3642 ARCTIC CIRNAPLES, FL 34112---5046 63551080008NAPLES WINTERPARK I A CONDOMINIUM UNIT 211SCOTT, DOUGLAS M & JOANNE H 644 RAMAPO VALLEY RDOAKLAND, NJ 07436---0 35240040002GLADES C C APTS #7,THE (CONDO) APT 1361SELK, AMARYLLIS G AOME A SELK 3560 ANTARCTIC CIR #2202NAPLES, FL 34112---0 63555040002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2202SEVERINI, ANTHONY 609 NW 102ND AVECORAL SPRINGS, FL 33071---0 63552720008NAPLES WINTERPARK I A CONDOMINIUM UNIT 508SHAFF, MARGARET A 390 PALM DR APT 2NAPLES, FL 34112---4937 35243800003GLADES C C APTS #7,THE (CONDO) APT 1682SHEPHERD, ROBERT D 3095 CONNETICUT AVENAPLES, FL 34112---0 61482600009NAPLES BETTER HOMES 1ST ADD BLK 6 LOTS 3 + 4SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000066BREEZE OF CALUSA LOT 1SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000105BREEZE OF CALUSA LOT 3SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000121BREEZE OF CALUSA LOT 4SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000147BREEZE OF CALUSA LOT 5SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000163BREEZE OF CALUSA LOT 6SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000309BREEZE OF CALUSA LOT 13SMH PROPERTIES OF SWFL INC 2001 AIRPORT ROAD SOUTHNAPLES, FL 34112---0 24729000024BREEZE OF CALUSA TRACT ASMITH TR ET AL, DOROTHY C UTD 8/10/06 90 BIRDSEYE RDFARMINGTON, CT 06032---2428 63555240006NAPLES WINTERPARK I A CONDOMINIUM UNIT 2207SMITH, MICHAEL C & CAROL A 63 GLADES BLVD APT 1NAPLES, FL 34112---1029 35242320005GLADES C C APTS #7,THE (CONDO) APT 1551SORRENTINO FAM IRREV TRUST 132 AUTUMN PLELWOOD, NY 11731---0 63555360009NAPLES WINTERPARK I A CONDOMINIUM UNIT 2210SPOSITO, ROBERT P 3667 ARCTIC CIRCLENAPLES, FL 34112---0 63550240001NAPLES WINTERPARK I A CONDOMINIUM UNIT 106SPOSITO, ROBERT P THOMAS JOHN SPOSITO MARK ROBERT SPOSITO 3671 ARCTIC CIR NAPLES, FL 34112---5053 63550320002NAPLES WINTERPARK I A CONDOMINIUM UNIT 108SPRINGHAM, JEAN E 3430 FROSTY WAY #3NAPLES, FL 34112---0 63553840000NAPLES WINTERPARK I A CONDOMINIUM UNIT 1002SPRY, SUSAN D 443 FOREST HILLS BLVDNAPLES, FL 34113---7555 61780520001NAPLES GARDENS BLK B LOTS 12 + 13ST MATTHEWS HOUSE INC 2001 AIRPORT RD SNAPLES, FL 34112---0 0039000000812 50 25 COM SW COR,N2506.24FT ,E 70FT TO POB, N688.52FT, E 200FT, S 358.52FT, E 460FT, S 330FT, W 660FT TO POBST MATTHEWS HOUSE INC 2001 AIRPORT RD SNAPLES, FL 34112---4800 34840520004GLADES UNIT 2,THE BLK K LOT 1, AND THAT PARCEL IN SEC 12 TWP 50 RNG 25 DESC AS: COMM SW CNR SEC 12, N 3529.68FT, N 89STAIANO, MICHAEL CATHLEEN STAIANO 9917 SHORE RD #4BBROOKLYN, NY 11209---0 63551240000NAPLES WINTERPARK I A CONDOMINIUM UNIT 215STALLINGS JR, RUSSELL E 3562 ANTARCTIC CIRNAPLES, FL 34112---5041 63554920000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2113STANLEY, BEVERLY ANN 314 NEWPORT DR #1608NAPLES, FL 34114---0 63552200007NAPLES WINTERPARK I A CONDOMINIUM UNIT 411STOLTENBURG, DEREK A & FLAV STUART D & GRASIELA LINDQUIST2667 NW 33RD ST APT 2414OAKLAND PARK, FL 33309---6477 63551480006NAPLES WINTERPARK I A CONDOMINIUM UNIT 305SU, ZU XIONG JUAN RONG YANG 3519 ANTARCTIC CIR #2410NAPLES, FL 34112---0 63556640003NAPLES WINTERPARK I A CONDOMINIUM UNIT 2410SUCIU, DIANA VIORICA 51 GLADES BLVD UNIT #2NAPLES, FL 34112---0 35242120001GLADES C C APTS #7,THE (CONDO) APT 1532SULLIVAN, BRIAN 3179 FRANCIS AVENAPLES, FL 34112---0 61481920007NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 9SULZER, WILLIAM R & BARBARA M118 WEISSER AVENUELOUISVILLE, KY 40206---0 63555600002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2216SZPIRO, MARTIN VERONIQUE POURCELET 66 ROSEMONT CRWESTMOUNT H3Y 2C9 CANADA 35243240003GLADES C C APTS #7,THE (CONDO) APT 1633TARCZY FAMILY LIV TRUST 19145 SANDPIPER DRIVEMACOMB, MI 48044---0 63551560007NAPLES WINTERPARK I A CONDOMINIUM UNIT 307TATEL, BARRY M & JILL R 54 GLADES BLVD APT 3NAPLES, FL 34112---1038 35240720005GLADES C C APTS #7,THE (CONDO) APT 1413THOMALEY LLC 1996 AIRPORT RD SNAPLES, FL 34112---3820 61482520008NAPLES BETTER HOMES 1ST ADD BLK 6 LOT 1 & 2THOMALEY LLC 1996 AIRPORT RD SNAPLES, FL 34112---3820 61842480005N G + T C L F NO 2 11 50 25 E 240FT OF LOT 129 LESS SLY 165FT AND ELY 30FTTIBBS, JEAN C 3255 CALEDONIA AVENAPLES, FL 34112---4833 61780080004NAPLES GARDENS BLK A LOTS 3 + 4TILLIE ANN LAPIERRE LIV TRUST 58 GLADES BLVD #2NAPLES, FL 34112---0 35240440000GLADES C C APTS #7,THE (CONDO) APT 1392TODD, RAYMOND J & CLAUDIA L 868 ARROYO DRBARBERTON, OH 44203---8637 63554520002NAPLES WINTERPARK I A CONDOMINIUM UNIT 2103TORITTO JR, NICHOLAS F & RUTH3506 ANTARCTIC CIRNAPLES, FL 34112---0 63557240004NAPLES WINTERPARK I A CONDOMINIUM UNIT 2509TRELEASE, MATTHEW M KRISTINE L TRELEASE 1735 DEERPATH ROADEASTON, PA 18040---0 63555320007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2209VACCA, DEBORAH M 3628 ARCTIC CIR # 504NAPLES, FL 34112---5045 63552560006NAPLES WINTERPARK I A CONDOMINIUM UNIT 504VECOLI, NANCY A VANESSA E PARENT 80 SCITUATE FARMS DRCRANSTON, RI 02921---0 35242880008GLADES C C APTS #7,THE (CONDO) APT 1603VEGA, MARGARET M 5260 WATERVISTA DRORLANDO, FL 32821---5540 63555960001NAPLES WINTERPARK I A CONDOMINIUM UNIT 2307VELARDO, ANTONIO 3668 ARCTIC CIRCLENAPLES, FL 34112---0 63550560008NAPLES WINTERPARK I A CONDOMINIUM UNIT 114VERREKIA, NICHOLAS & JULIEANN206 OAKWYNNE RDBROOMALL, PA 19008---1621 63556520000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2407VREELAND, CLARENCE P 3627 ARCTIC CIRCLE UNIT 414NAPLES, FL 34112---0 63552320000NAPLES WINTERPARK I A CONDOMINIUM UNIT 414WALKER LANE LLC 1200 SANDPIPER STNAPLES, FL 34102---2403 61842720008N G + T C L F NO 2 11 50 25 S 135FT OF W 100FT OF E 440FT LOT 129WALLACE, ROBERT K THERESA M WALLACE 6461 COOLICAN ROADRED CREEK, NY 13143---0 35240240006GLADES C C APTS #7,THE (CONDO) APT 1373WALSH, JAMES J & MARLENE L 3706 NORTHWINDS DRNAPLES, FL 34112---5003 63553680008NAPLES WINTERPARK I A CONDOMINIUM UNIT 916WARBURTON, WILLIS C SHIRLEY A WARBURTON 683 LUTHER RDEAST GREENBUSH, NY 12061---4224 35242440008GLADES C C APTS #7,THE (CONDO) APT 1561WARD, JAMES J MICHAEL A DONOVAN 75 GLADES BLVD APT 2NAPLES, FL 34112---1031 35242840006GLADES C C APTS #7,THE (CONDO) APT 1602WARSHAW, STANLEY BARBARA DAWSON 2 AMBER LANEWEST HAMPTON, NY 11977---0 63554680007NAPLES WINTERPARK I A CONDOMINIUM UNIT 2107WARTSKI, HEINZ 3647 ARCTIC CIR # 308NAPLES, FL 34112---5049 63551600006NAPLES WINTERPARK I A CONDOMINIUM UNIT 308WEBER, JULIE 8601 THOMPSON DRWIND LAKE, WI 53185---1405 63553160007NAPLES WINTERPARK I A CONDOMINIUM UNIT 903WESOLOSKI, JERRY 916 BLUEBIRD STNAPLES, FL 34104---4481 63555000000NAPLES WINTERPARK I A CONDOMINIUM UNIT 2201WEST SHORE POINT NAPLES LLC%DAVID J SACCO ONE INTERNATIONAL PL #3900BOSTON, MA 02110---0 0038988000612 50 25 FROM SW COR SEC RUN N 2836.80FT, E270 FT TO POB, N 990FT, E 1120FT, S 1320FT, W 660FT, N 330FT, W 460FT TO POBWIECKERT, WILLIAM 3239 CALEDONIA AVENAPLES, FL 34112---0 61780120003NAPLES GARDENS BLK A LOT 5, 6 + 7WIEGREFE, THOMAS & BARBORA 95 GLADES BLVD #1643NAPLES, FL 34112---0 35243360006GLADES C C APTS #7,THE (CONDO) APT 1643WILKINSON, MAUREEN A RICHARD TAPPER 37 SCHOOL HOUSE RD #8WEYMOUTH, MA 02188---0 63552080007NAPLES WINTERPARK I A CONDOMINIUM UNIT 408WILLIAMS, HAROLD P & SHARAN G67 GLADES BLVD APT 3NAPLES, FL 34112---5034 35242640002GLADES C C APTS #7,THE (CONDO) APT 1573WILLIAMS, JOSHUA LAURENCE TORI LEEANN WILLIAMS 3613 ARCTIC CIR #407NAPLES, FL 34112---0 63552040005NAPLES WINTERPARK I A CONDOMINIUM UNIT 407POList_500.xls3.B.5Packet Pg. 425Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 4WILSON, ELESHA M 3195 FRANCIS AVENAPLES, FL 34112---0 61481880008NAPLES BETTER HOMES 1ST ADD BLK 5 LOT 8 OR 1193 PG 2094WILSON, LYDIA MATABI 413 CHAMBERS AVENUEEAST MEADOW, NY 11554---0 35243840005GLADES C C APTS #7,THE (CONDO) APT 1683WILSON, MARLENE 1015 CTY RD 3, RR#1BELLEVILLE K8N 4Z1 CANADA 35242760005GLADES C C APTS #7,THE (CONDO) APT 1583WINSTON, SHALONI 143 OAKLAND AVEGLOVERSVILLE, NY 12078---3519 63550360004NAPLES WINTERPARK I A CONDOMINIUM UNIT 109WOODS, JOSEPH P & MARGARET504 PLYMOUTH STREETHOLBROOK, MA 02343---0 63557320005NAPLES WINTERPARK I A CONDOMINIUM UNIT 2511WRIGHT, MINDY L 424 S. RASPBERRY LN #1EAGLE RIVER, WI 54521---0 35240280008GLADES C C APTS #7,THE (CONDO) APT 1381YOUNG, LORI 9647 BILTMORE WAYHIGHLANDS RANCH, CO 80126---0 63550520006NAPLES WINTERPARK I A CONDOMINIUM UNIT 113ZAPATKA, LISE T MARISSA E ZAPATKA 46 GLADES BLVD #1NAPLES, FL 34112---0 35240880000GLADES C C APTS #7,THE (CONDO) APT 1431ZEBIC ET AL, DOBRIVOJE 50 GREENFIELD DRTORONTO M9B 1H3 CANADA 63552480005NAPLES WINTERPARK I A CONDOMINIUM UNIT 502ZEISIG, RODNEY A & MARCIA J 206 MEADOW LARK LNLAPORTE, IN 46350---1950 35241400007GLADES C C APTS #7,THE (CONDO) APT 1472POList_500.xls3.B.5Packet Pg. 426Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) NOTICE OF NEIGHBORHOOD INFORMATION MEETING Petition PL20200000201, Devoe Pontiac PUD Insubstantial Change (PDI) A Neighborhood Information Meeting hosted by D. Wayne Arnold, AICP, of Q. Grady Minor and Associates, P.A., representing St. Matthews House, Inc. (Applicant) will be held on: Wednesday, July 15, 2020, 5:30 pm at the Salvation Army Church Chapel, 3170 Estey Ave., Naples, FL 34104 (Attendees are required to wear masks) St. Matthews House, Inc. has submitted a formal application to Collier County, seeking approval of an Insubstantial Change (PDI) to a Planned Unit Development (PUD). The PDI proposes to amend Exhibit ‘A’, Master Plan, to add a vehicular interconnection with the adjacent property (St. Matthews House) to the north. No other changes are proposed for the PUD. The subject property (Devoe Pontiac PUD) is comprised of approximately 4.55± acres, located on the east side of Airport-Pulling Road approximately 1,500 feet south of Davis Boulevard in Section 12, Township 50 South, Range 25 East, Collier County, Florida. If you are unable to attend the meeting or have questions or comments, please contact Sharon Umpenhour at Q. Grady Minor and Associates, P.A., 3800 Via Del Rey, Bonita Springs, Florida 34134, sumpenhour@gradyminor.com, phone 239-947-1144, fax 239-947- 0375. Project information is posted online at www.gradyminor.com/planning. The Neighborhood Information Meeting is for informational purposes only, it is not a public hearing. 3.B.5 Packet Pg. 427 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) Transcript PL20200000201 Devoe Pontiac CPUD PDI July 15, 2020 NIM Page 1 of 1 The meeting was scheduled for Wednesday, July 15, 2020, 5:30 pm at the Salvation Army Church Chapel, 3170 Estey Ave., Naples, FL 34104. No members of the public were present therefore the meeting was not held. 3.B.5 Packet Pg. 428 Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.5Packet Pg. 429Attachment: ATTACHMENT D - Applicants Backup (13245 : DeVoe Pontiac PDI) 3.B.6 Packet Pg. 430 Attachment: AffidavitandSignPosting 08-07-2020 (13245 : DeVoe Pontiac PDI) 3.B.6 Packet Pg. 431 Attachment: AffidavitandSignPosting 08-07-2020 (13245 : DeVoe Pontiac PDI) 3.B.7 Packet Pg. 432 Attachment: HEX Hybrid Meeting Waiver Executed (13245 : DeVoe Pontiac PDI) 08/27/2020 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.C Item Summary: PETITION NO. VA-PL20190001980 – John D. Bruce requests a variance from Section 4.02.03.D of the Collier County Land Development Code to reduce the minimum rear yard accessory structure setback from 10 feet to 1 foot and 8 inches for a pool screen enclosure. The property is described as Lot 7, Block 8, Lely Golf Estates Unit No. 2, also described as 184 Briarcliff Lane, in Section 19, Township 50 South, Range 26 East, Collier County, Florida.[Coordinator: John Kelly, Senior Planner] Meeting Date: 08/27/2020 Prepared by: Title: Planner – Zoning Name: John Kelly 08/12/2020 5:05 PM Submitted by: Title: Manager - Planning – Zoning Name: Ray Bellows 08/12/2020 5:05 PM Approved By: Review: Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 08/14/2020 3:09 PM Growth Management Operations & Regulatory Management Rose Burke Review Item Completed 08/14/2020 4:21 PM Zoning Ray Bellows Review Item Completed 08/17/2020 2:05 PM Zoning Anita Jenkins Review Item Completed 08/17/2020 2:57 PM Hearing Examiner Andrew Dickman Meeting Pending 08/27/2020 9:00 AM 3.C Packet Pg. 433 VA-PL20190001980; 184 Briarcliff Ln Page 1 of 7 07/15/2020 STAFF REPORT TO: COLLIER COUNTY HEARING EXAMINER FROM: GROWTH MANAGEMENT DEPARTMENT ZONING DIVISION- ZONING SERVICES SECTION HEARING DATE: AUGUST 27, 2020 SUBJECT: PETITION VA-PL20190001980; 184 BRIARCLIFF LANE - VARIANCE _____________________________________________________________________________ PROPERTY OWNER/APPLICANT: John D. Bruce 184 Briarcliff Lane Naples, FL 34113 REQUESTED ACTION: To have the Collier County Hearing Examiner (HEX) consider an application for a variance from Section 4.02.03.D of the Collier County Land Development Code (LDC) to reduce the minimum accessory structure rear yard setback from 10 feet to 1 foot and 8 inches for a pool screen enclosure. GEOGRAPHIC LOCATION: The subject property is located within a recorded subdivision and is identified as Lot 7, Block 8, Lely Golf Estates Unit No. 2, also described as 184 Briarcliff Lane, in Section 19, Township 50 South, Range 26 East, Collier County, Florida, consisting of 0.36 acres (See location map below). PURPOSE/DESCRIPTION OF PROJECT: The petitioner seeks a Variance to allow for an accessory pool screen enclosure to be constructed over an existing pool, serving a one-story residence located within a Residential Single-Family 3 (RSF-3) zoning district, built-in 1972. The subject property’s rear property line forms an arc and therefore, as depicted within the attached plans, the majority of the proposed pool enclosure would be located within the required 10-foot rear yard accessory structure setback; however, toward the center of the arc, the proposed pool enclosure requires a reduction to 1 foot and 8 inches. The petitioner contends that a screen enclosure is necessary to maintain a pool free of health hazards, including waterfowl and phosphates that blow in from the neighboring golf course and that said variance is the minimum required to provide adequate clearance for the use of wheelchairs and walkers. 3.C.1 Packet Pg. 434 Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) VA-PL20190001980; 184 Briarcliff Ln Page 2 of 7 07/15/2020 3.C.1Packet Pg. 435Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) VA-PL20190001980; 184 Briarcliff Ln Page 3 of 7 07/15/2020 3.C.1 Packet Pg. 436 Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) VA-PL20190001980; 184 Briarcliff Ln Page 4 of 7 07/15/2020 SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding boundaries of the subject property: North: Briarcliff Ln (Right-of-way) then single-family residence within RSF-3 zoning South: Golf course within a GC zoning district East: Single-family residence within a RSF-3 zoning district West: Single-family residence within a RSF-3 zoning district Collier County GIS Subject Property 3.C.1 Packet Pg. 437 Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) VA-PL20190001980; 184 Briarcliff Ln Page 5 of 7 07/15/2020 GROWTH MANAGEMENT PLAN (GMP) CONSISTENCY: The subject property is in the Urban, Urban Residential Subdistrict, and is seaward of the Coastal High Hazard Area Boundary, on the County’s Future Land Use Map (FLUM) of the Future Land Use Element (FLUE) of the GMP. The GMP does not address individual Variance requests but deals with the larger issue of the actual use. The existing single-family use is consistent with the FLUM of the GMP. The requested variance does not have any impact on this property's consistency with the County's GMP. STAFF ANALYSIS: Collier County records reveal the subject property is improved with a 1-story single-family residence and pool; said improvements were authorized by Building Permit No. 72-1274 for which a Certificate of Occupancy was granted on or about July 24, 1972. At the time of permitting, the property was located within a Single-Family-3 (SF-3) zoning district for which the Zoning Regulation required a rear yard of 25-feet with a reduction to 15-feet for an accessory pool. Said property has since been re-zoned and the current rear yard setback is unchanged for the principal structure; however, as per LDC Section 4.02.03.D., the required rear yard for an accessory screen/pool enclosure has been further reduced to 10-feet. Staff is unable to locate any plans for the existing pool; however, it can be established that said pool was permitted without an enclosure as it would not have satisfied setback requirements otherwise. Staff has no explanation for the existing wall that, as per the provided survey, encroaches upon the adjoining golf course property. As per the recorded Lely Golf Estates Unit No. 2 plat (PB 8, PG 58), there is a 10-foot easement for utility purposes over the rear 10-feet and side 5-feet of each lot. Per County policy, easements may be used to satisfy setback requirements; however, one may not encroach into an easement without obtaining authorization from the easement holder. Engineering Staff advised that letters of no objection would need to be obtained from Florida Power and Light, Century Link, and Comcast; said letters were obtained and are attached as part of the applicant’s back-up materials. The current property owner purchased the subject property on December 7, 2018, as evidenced by a recorded Warranty Deed; OR 5579, PG 1809-1811. The applicant contends that a screen enclosure is necessary to inhibit the introduction of hazardous pollutants, including the excrement of wild waterfowl and phosphates from the abutting golf course, into the pool; see Narrative Statement, attached. The applicant further contends that the requested variance is the minimum needed to provide a screen enclosure that will allow for the safe ingress, egress, and movement of persons dependent upon wheelchairs and walkers within the pool area. Specifically, the provided Site Plan depicts a pool enclosure that will encroach up to 8 feet and 4 inches into the required 10- foot accessory structure rear yard setback and Utility Easement; thereby reducing said setback by 83.33% to 1 foot and 8 inches. Staff notes that the rear property line is curved, therefore the requested variance is to be applied to only those portions of the rear yard depicted within the attached Site Plan. The applicant has agreed to remove those portions of the existing rear privacy or buffer wall that encroach into the neighboring golf course property. Section 9.04.01 of the Land Development Code gives the Board of Zoning Appeals (BZA) the authority to grant Variances. The Planning Commission is advisory to the BZA and utilizes th e provisions of Section 9.04.03 A. through H. (in bold font below), as general guidelines to assist in 3.C.1 Packet Pg. 438 Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) VA-PL20190001980; 184 Briarcliff Ln Page 6 of 7 07/15/2020 making their recommendation of approval or denial. Staff has analyzed this petition relative to these provisions and offers the following responses: a. Are there special conditions and circumstances existing, which are peculiar to the location, size, and characteristics of the land, structure, or building involved? Yes, the property is of an atypical shape in that the rear yard forms a convex arc. Additionally, the rear yard abuts a secondary rough or buffer area of a golf course. b. Are there special conditions and circumstances, which d o not result from the action of the applicant such as pre-existing conditions relative to the property, which are the subject of the Variance request? Yes, the residence and existing unenclosed pool were constructed prior to the purchase of the property by the applicant. The applicant contends that a screen enclosure is necessary to control indigenous wildlife and wind-driven pollutants from the golf course. Additionally, the applicant has agreed to remove those portions of the previously constructed privacy wall that encroach onto the golf course property as a condition of approval thereby substantially bringing the subject property into compliance subject to approval of the variance request. c. Will a literal interpretation of the provisions of this zoning code work unnecessary and undue hardship on the applicant or create practical difficulties for the applicant? Yes, relocating the existing pool towards the residence would be cost-prohibitive. The requested variance, if granted, will allow the homeowner the means to remedy health and safety concerns in a practical and more cost-effective manner. d. Will the Variance, if granted, be the minimum Variance that will make possible the reasonable use of the land, building, or structure and which promote standards of health, safety, and welfare? Yes, the Variance, if granted, is the minimum required to accommodate a pool screen enclosure with enough deck area to allow for the safe passage of those needing wheelchairs and walkers for safe mobility. e. Will granting the Variance confer on the applicant any special privilege that is denied by these zoning regulations to other lands, buildings, or structures in the same zoning district? By definition, a Variance bestows some dimensional relief from the zoning regulations specific to a site. LDC Section 9.04.02 allows relief through the Variance process for any dimensional development standard. As such, other properties facing a similar hardship would be entitled to make a similar request and would be conferred equal consideration on a case by case basis. f. Will granting the Variance be in harmony with the general intent and purpose of this Land Development Code, and not be injurious to the neighborhood, or otherwise 3.C.1 Packet Pg. 439 Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) VA-PL20190001980; 184 Briarcliff Ln Page 7 of 7 07/15/2020 detrimental to the public welfare? Yes, the general purpose and intent of the LDC for residential single-family zoned districts is to promote lands for single-family housing in areas of low density. The requested Variance will be in harmony with the general intent and purpose of the Land Development Code and will not harm public safety, health, and welfare. g. Are there natural conditions or physically induced conditions that ameliorate the goals and objectives of the regulation such as natural preserves, lakes, golf courses, etc.? Yes, the rear of the subject property abuts a non -playable (rough) portion of the Hibiscus Golf Club. h. Will granting the Variance be consistent with the Growth Management Plan? Yes, approval of this Variance will not affect or change the requirements of the GMP with respect to density, intensity, compatibility, access/connectivity, or any other applicable provisions. ENVIRONMENTAL ADVISORY COUNCIL (EAC) RECOMMENDATION: The EAC does not normally hear variance petitions. Since the subject variance doesn’t impact any preserve area, the EAC did not hear this petition. RECOMMENDATION: Staff recommends that the Collier County Hearing Examiner approve Petition VA- PL20190001980, to reduce the minimum accessory structure rear yard setback from 10 feet to 1 foot and 8 inches for a pool screen enclosure. As a condition of approval, all portions of the previously constructed privacy wall that encroach onto the adjoining property are to be removed prior to the issuance of a Certificate of Occupancy/Completion for the new pool enclosure. Attachments: A – Proposed Site Plan and Public Hearing Sign Posting B – Applicant’s Backup; Application, Narrative, Authorizations, etc. 3.C.1 Packet Pg. 440 Attachment: VA-PL20190001980 Staff Report Rev-HEX 071520 (13212 : 184 Briarcliff Lane Variance) Cover Sheet / Index / Site PlanField Verify all DimensionsPrior to ConstructionENNWSWNE SESWScope of Work:- Demo Privacy Wall Outside Property Line as Shown- Saw Cut Existing Pool Deck and Remove as Shown.- Install New Footing Doweled to House and Existing Pool Deck as Shown.- Proposed Screen Cage to be Permitted by Others239-594-8940 Phone DESIGN DRAFTING OF NAPLES INC. 10-17-19 Drafting & Design Consultant DESIGNER DISCLAIMER: Great care and effort has gone into the design and completion of these construction drawings. However, Design Drafting ofNaples Inc., has not been contracted to provide site supervision or field inspection services and has no control over the construction materials, methods,or sequencing used by the builder. For these reasons as well as variations in local building codes, Design Drafting of Naples Inc., assumes no responsibilityfor any damages, including structural failures resulting from errors or omissions in these construction drawings. Work must be done in compliance with all stateand local building codes. Contractor shall verify all dimensions prior to construction and ordering of materials and notify engineer or architect and designer of anydiscrepancies. Design Drafting of Naples Inc. assumes no liability for location of the structure on the site. By use of these plans the contractor agrees to assumefull responsibility and any cost for noncompliance of this paragraph.SHEET #JOB ADDRESS: 184 Briarcliff Lane Bruce Residence 1EntryExisting SingleFamily ResidenceGarageLanaiBriarcliff Lane10.4'28.3'20.0'30.0'35.0'To HouseTo HouseTo HouseTo HouseTo House7'-6"5'-0"7'-6"5'-0"Set BackU. E.U. E.Set Back10'-0 "U. E.20'- 0 "Set BackDrivewayLegal Description:Lely Golf Estates Unit 2,Lot 7, Blk. 8, P.B. 8, Pg.58, Collier County, FLGutter30'-0"120.0'12 0 . 0 '59.41'178.23'Conc. PadA/CA/CPoolEquip.Pool DeckPoolWall to Be RemovedWall to Remain1'-8"2'-2"10'-0"AccessorySet Back49'-4"46'-8"4" FromProperty Line8" FromProperty Line40.8'Remove IndicatedPortion of ExistingPool Deck as Shown.Structural/ Plumbing/Electrical/Mechanical Engineering5330 SW 11th CTCape Coral, FLCell: (239)-292-7670Email: MStewart@MStewartPE.comMICHAEL D. STEWART, PEFLA REG. #72459CLIENT: DESIGN DRAFTING OF NAPLESSEAL FOR STRUCTURALCOMPONENTS ONLYPlan Sheet Index:1. Cover Sheet / Index / Site Plan2. Foundation Plan41'-1"3.C.2Packet Pg. 441Attachment: Attachment A - Proposed Site Plan and Posting (13212 : 184 Briarcliff Lane Variance) Lanai ExistingPool DeckExistingPool239-594-8940 Phone DESIGN DRAFTING OF NAPLES INC. 10-17-19 Drafting & Design Consultant DESIGNER DISCLAIMER: Great care and effort has gone into the design and completion of these construction drawings. However, Design Drafting ofNaples Inc., has not been contracted to provide site supervision or field inspection services and has no control over the construction materials, methods,or sequencing used by the builder. For these reasons as well as variations in local building codes, Design Drafting of Naples Inc., assumes no responsibilityfor any damages, including structural failures resulting from errors or omissions in these construction drawings. Work must be done in compliance with all stateand local building codes. Contractor shall verify all dimensions prior to construction and ordering of materials and notify engineer or architect and designer of anydiscrepancies. Design Drafting of Naples Inc. assumes no liability for location of the structure on the site. By use of these plans the contractor agrees to assumefull responsibility and any cost for noncompliance of this paragraph.SHEET #JOB ADDRESS: 184 Briarcliff Lane Bruce ResidenceFoundation PlanSCALE : 1/4"=1'-0"21'-0" 3" Clr.1'-0"3" Clr. (Typ.)(2)-#5 RebarsCont. (Typ.)Pool Screen Cage ByOthers, PermittedSeparately6"1'-2"Note :Back Fill and Compact toProvide Min. Soil BearingCapacity of 2,000 p.s.f. W/95% Modified Proctor..006 Polyvapor BarrierProvide Epoxy Binder toEdge of Existing Slab JustPrior to Pouring.Drill, Dowel & Epoxy #5Rebar at 32" O.C. W/ 6"Embedment (Typ.)All Soil to be ChemicallyTreated for TermiteProtection - See TermiteNoteNote:Per FBC R318.1 - Termite Protection Shall beProvided by a Registered Termiticides Labeledfor use in new Construction per FBC R318.1Existing SingleFamily Residence17'-0"89°127°143°143°127°91°25'-0"12'-51 2"24'-912"26'-8"Remove ExistingPool Deck asRequired (Typ.)Remove ExistingPool Deck asRequired (Typ.)Provide Epoxy Binder to Edge ofExisting Slab Just Prior to Pouring.Drill, Dowel & Epoxy (2) #5 Rebarmin 8" into Existing Footer and Tiedto new Rebar. (Typ.)±GradeTypical Pool Deck Section2Scale : 1/2" = 1'-0"A2ADrill, Dowel & Epoxy #5Rebar at 32" O.C. W/ 6"Embedment (Typ.)12" x 12" New FootingW/ 3,000 Psi. ConcreteW/ (2) #5 Rebars Cont.(Typ.)Edge ofSaw-Cut Line /New Footing(Typ.)Line of Pool Screen CageBy Others, PermittedSeparatelyNote :Concrete Shall Be 3,000 Psi.Structural/ Plumbing/Electrical/Mechanical Engineering5330 SW 11th CTCape Coral, FLCell: (239)-292-7670Email: MStewart@MStewartPE.comMICHAEL D. STEWART, PEFLA REG. #72459CLIENT: DESIGN DRAFTING OF NAPLESSEAL FOR STRUCTURALCOMPONENTS ONLYNote:Verify All Dimensions With ScreenCage Engineering Prior to any WorkBeing DoneProvide Epoxy Binder to Edge ofExisting Slab Just Prior to Pouring.Drill, Dowel & Epoxy (2) #5 Rebarmin 8" into Existing Footer and Tiedto new Rebar. (Typ.)Existing Pool Deck3.C.2Packet Pg. 442Attachment: Attachment A - Proposed Site Plan and Posting (13212 : 184 Briarcliff Lane Variance) KellyJohn From: Sent: To: Cc: Subject: Attachments: KellyJoh n Friday, August 07, ?020 4:51 PM KellyJoh n CasanovaAlexandra VA-P120190001980 - 184 Briarcliff Ln - Public Hearing Sign Posting IMG_0282jp9; IMG_0283jp9; IMG_0284jp9; IMG-028sjp9 Respectfully, lofinKetb Senior Planner Zoning Dlvition - loning Se.vices Seclion 2800 Norlh Horieshoe Drlve, Noples Florido 341(N Phone: 239.252.571 I Fox: 239.252.6363 NOIE: Emq, Addrels Hos Chonged Emqll: John.Kellv@colliercounlvfl.oov Tell us how we are doing by taking our Zoning Divislon Suryey at http://bit.lvlcollierzonins County Growrh Monogemenl Depoifi enl Under Florida Law, e-mail addresses are public records. lf you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. lnstead, contact this office by telephone or in writing. A Public Hearing Sign for the August 27 , 2020, Hearing Examiner meeting was posted by me to the front of the above address at approximately 1 :1 5 P. M. this date. 1 3.C.2 Packet Pg. 443 Attachment: Attachment A - Proposed Site Plan and Posting (13212 : 184 Briarcliff Lane Variance) D PUBLIC HEARII'G Growth Management Building 2800 North Horseshoo Drive John Nolly, s€nlor Planno.: 239-252-57r9 t: f b Iira e{. "'- (.iJ t; -J E .,--! _iq - 't "r,f '.!:ll tl \ \ -.- z .( t FOR VARIANCE Petition No. 20190001980 HEX: Augusl 27,2020 - 9 a.m. I E 3.C.2 Packet Pg. 444 Attachment: Attachment A - Proposed Site Plan and Posting (13212 : 184 Briarcliff Lane Variance) LE q 6 t t t ..*.,1 !!r t}--q - ;L!* t mrtIr I / }H- f . i w r a L--- a .,.,7 .r r ) 3.C.2 Packet Pg. 445 Attachment: Attachment A - Proposed Site Plan and Posting (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 446Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 447Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 448Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 449Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 450Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 451Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 452Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 453Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 454Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 455Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 456Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 457Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 458Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 459Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 460Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3 Packet Pg. 461 Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 462Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 463Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 464Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 465Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 466Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 467Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 468Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 469Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 470Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 471Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 472Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 473Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 474Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 475Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.3Packet Pg. 476Attachment: Attachment B - Application (13212 : 184 Briarcliff Lane Variance) 3.C.4 Packet Pg. 477 Attachment: Hybrid Meeting Waiver (13212 : 184 Briarcliff Lane Variance) 08/27/2020 COLLIER COUNTY Collier County Hearing Examiner Item Number: 3.D Item Summary: PETITION NO. BDE-PL20190001640 – Lodge/Abbott Associates LLC requests a dock facility extension over the maximum 20 feet allowed by Section 5.03.06 of the Collier County Land Development Code, for a total protrusion of 152.3 feet from the mean high water line, to accommodate a new boardwalk and covered gazebo, including a kayak launch and storage area, for the benefit of the Kalea Bay community, located approximately 0.2 miles northwest of the southern intersection of Vanderbilt Drive and Old Coast Road, in Section 17, Township 48 South, Range 25 East, Collier County, Florida. [Coordinator: John Kelly, Senior Planner] Meeting Date: 08/27/2020 Prepared by: Title: Planner – Zoning Name: John Kelly 08/12/2020 7:10 PM Submitted by: Title: Manager - Planning – Zoning Name: Ray Bellows 08/12/2020 7:10 PM Approved By: Review: Hearing Examiner (GMD Approvers) Diane Lynch Review Item Completed 08/14/2020 3:29 PM Growth Management Operations & Regulatory Management Rose Burke Review Item Completed 08/14/2020 4:23 PM Zoning Ray Bellows Review Item Completed 08/17/2020 1:58 PM Zoning Anita Jenkins Review Item Completed 08/17/2020 3:04 PM Hearing Examiner Andrew Dickman Meeting Pending 08/27/2020 9:00 AM 3.D Packet Pg. 478 BDE PL20190001640 – Kalea Bay Page 1 of 9 August 12, 2020 MEMORANDUM TO: COLLIER COUNTY HEARING EXAMINER FROM: ZONING DIVISION – ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: AUGUST 27, 2020 SUBJECT: BDE-PL20190001640; KALEA BAY BOARDWALK, GAZEBO AND KAYAK LAUNCH PROPERTY OWNER/APPLICANT: AGENT: Lodge / Abbott Associates, LLC Karen Bishop 13910 Old Coast Road P.M.S., Inc. of Naples Naples, FL 34110 3125 54th Terrace SW Naples, FL 34116 REQUESTED ACTION: The applicant is requesting a 132.3-foot dock facility extension over the maximum 20 feet allowed by Section 5.03.06 of the Land Development Code (LDC) for a total protrusion of 152.3 feet from the Mean High Water Line, to accommodate a new dock facility incorporating a kayak launch, storage area, covered gazebo, and boardwalk for the benefit of the Kalea Bay community. GEOGRAPHIC LOCATION: The subject site is located approximately 0.2 miles northwest of the southern intersection of Vanderbilt Drive and Old Coast Road and traverses two properties with a combined acreage of 264.86± acres in Section 17, Township 48 South, Range 25 East, Collier County Florida. Said properties are located within the Cocohatchee Bay Planned Unit Development comprising 532± acres; Property Identification Numbers: 00155920006 and 00156120009 (see location map on following page). 3.D.1 Packet Pg. 479 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 2 of 9 August 12, 2020 3.D.1Packet Pg. 480Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 3 of 9 August 12, 2020 PURPOSE/DESCRIPTION OF PROJECT: The subject petition is to allow for a proposed boardwalk, kayak launch with storage area, and gazebo (covered observation deck) to serve the Kalea Bay community. The project is located within the Amended Cocohatchee Bay Planned Unit Development, as established by Ordinance 2000-88 and amended by a Settlement Agreement by and between the Board of County Commissioners of Collier County and Lodge Abbott Associates, LLC., on June 9, 2008, and as per the approved Master Plan is located upon area allocated as Preserve-Wetlands. The PUD refers to the LDC for all development standards not specifically referenced within the PUD document. As the LDC does not contain specific development regulations for boardwalks or gazebos/observation decks, Zoning staff requested the applicant satisfy the existing criteria for docks and boathouses as best as possible; those being the most similar uses with established development standards. The entire boardwalk, kayak launch, and gazebo, facility transverses two properties and extends 533.5 feet from the point of entry to the point of maximum protrusion located in Little Hickory Bay which connects to the Gulf of Mexico via Wiggin’s Pass. The two properties are identified on the Boundary Survey, site plans, and related exhibits as Parcels 7 and 8, the latter being comprised substantially of Preserve/Open Water. The subject facility will primarily be within, complementary to, and compliant with existing conservation easements. Although building permits for the described structures have not yet been obtained, development has been authorized by means of an approved Site Development Plan; the most current approved site plan pertaining to the subject area is identified as SDPI-PL20190001125; see attached. Appropriate safeguards pertaining to existing mangroves, wetlands, native vegetation, and public waterways will be implemented at the time of permitting. All construction activities will be in accordance with state and local agency regulations. SURROUNDING LAND USE AND ZONING: This section of the staff report identifies the land uses and zoning classifications for properties surrounding the subject site. North: Preserve - Wetland; Cocohatchee Bay PUD South: Preserve - Wetland; Cocohatchee Bay PUD East: Residential High Rise; Cocohatchee Bay PUD West: Preserve / Open Water; Cocohatchee Bay PUD 3.D.1 Packet Pg. 481 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 4 of 9 August 12, 2020 Collier County GIS 3.D.1 Packet Pg. 482 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 5 of 9 August 12, 2020 ENVIRONMENTAL EVALUATION: Environmental Planning Staff has reviewed this petition and has no objection to the granting of this request. The proposed boardwalk is to be constructed through existing native vegetation containing wetlands (.05 acres). A South Florida Water Management District (SFWMD) permit (11-01882-P) and a US Army Corps of Engineers (USACE) permit (SAJ-2003-526) have been approved for the proposed boardwalk. The native vegetation is preserved by a conservation easement, which allows for an elevated boardwalk through native vegetation to gain access to Little Hickory Bay as approved by (Kalea Bay, PUD Ordinance #2000-88). The access walkway is 8 feet in width. A submerged resources survey provided by the applicant indicates there are no seagrasses found within 200 feet of the proposed boardwalk. No impacts to submerged resources will occur (Exhibit page 6 of 11). The proposed boardwalk is located outside the protected buffer zone for an eagle nest (CO-19A). Historic monitoring of the nest indicates the nest is active and subject to continued evaluation. This project does not require an Environmental Advisory Council Board (EAC) review, because this project did not meet the EAC scope of land development project reviews as identified in Chapter 2, Article VIII, Division 23, Section 2-1193 of the Collier County Code of Laws and Ordinances. ANALYSIS: In accordance with LDC Section 5.03.06.H., the Collier County Hearing Examiner shall approve, approve with conditions, or deny a dock facility extension request based on certain criteria. In order for the Hearing Examiner to approve this request, at least four of the five primary criteria and four of the six secondary criteria must be met: BDE Primary Criteria: 1. Whether or not the number of dock facilities and/or boat slips proposed is appropriate in relation to the waterfront length, location, upland land use, and zoning of the subject property; consideration should be made of property on unbridged barrier islands, where vessels are the primary means of transportation to and from the property. (The number should be appropriate; typical, single-family use should be no more than two slips; typical multi-family use should be one slip per dwelling unit; in the case of unbridged barrier island docks, additional slips may be appropriate.) Criterion met: There are no boat slips proposed for this boardwalk/gazebo/kayak launch facility. The proposed facility is comprised of an elevated boardwalk through the mangroves leading out from the upland structures extending out to a roofed gazebo/observation deck with a kayak launch and storage area that is solely for the use of Kalea Bay residents and will not be open to the public or be adjacent to any public ingress. Given that there are no side setback or riparian line issues staff believes one such facility is appropriate at this location. 2. Whether or not the water depth at the proposed site is so shallow that a v essel of the general length, type, and draft as described in the petitioner’s application is unable to launch or moor at mean low tide (MLT). (The petitioner’s application and survey 3.D.1 Packet Pg. 483 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 6 of 9 August 12, 2020 should show that the water depth is too shallow to allow launch and moori ng of the vessel (s) described without an extension.) Criterion not applicable: The only vessels that the facility will accommodate launching or mooring of are kayaks and perhaps canoes; the PUD only allows for non-motorized vessels. Therefore, water depth at this location was not a driving factor for the subject petition. 3. Whether or not the proposed dock facility may have an adverse impact on navigation within an adjacent marked or charted navigable channel. (The facility should not intrude into any marked or charted navigable channel thus impeding vessel traffic in the channel.) Criterion met: The proposed facility does not protrude into any marked or charted navigable channel. 4. Whether or not the proposed dock facility protrudes no more than 25 percent of the width of the waterway, and whether or not a minimum of 50 percent of the waterway width between dock facilities on either side of the waterway is maintained for navigability. (The facility should maintain the required percentages.) Criterion met: The proposed facility will protrude 152.3 feet into the waterway which is approximately 1,478 feet wide; therefore, the facility will protrude 10.3 percent of the width of the waterway. 5. Whether or not the proposed location and design of the dock facility is such that the facility would not interfere with the use of neighboring docks. (The facility should not interfere with the use of legally permitted neighboring docks.) Criterion met: There are no other docking facilities nearby or across the subject waterway. BDE Secondary Criteria: 1. Whether or not there are special conditions, not involving water depth, related to the subject property or waterway, which justify the proposed dimensions and location of the proposed dock facility. (There must be at least one special condition related to the property; these may include type of shoreline reinforcement, shoreline configuration, mangrove growth, or seagrass beds.) Criterion met: The facility is challenged by an existing mangrove overhang, wetlands, and native vegetation which are within conservation areas. As such, the design requires that it traverse these areas, so it can gain access to Little Hickory Bay. The proposed 533.5- foot boardwalk, kayak launch, and gazebo facility is just clear of the existing vegetation drip line and will not interfere with the existing shoreline vegetation. 3.D.1 Packet Pg. 484 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 7 of 9 August 12, 2020 2. Whether the proposed dock facility would allow reasonable, safe, access to the vessel for loading/unloading and routine maintenance, without the use of excessive deck area not directly related to these functions. (The facility should not use excessive deck area.) Criterion met: The proposed boardwalk, gazebo, and kayak launch have all been designed for multi-family utilization. The access boardwalk is approximately 8-feet wide which will provide enough deck area for patrons to walk the boardwalk and gather under the roofed gazebo. A wider section of the boardwalk is also proposed to provide golf cart access and a turnaround. The proposed kayak launch also provides enough area to allow safe access on and off their kayaks. 3. For single-family dock facilities, whether or not the length of the vessel or vessels in combination, described by the petitioner exceeds 50 percent of the subject property’s linear waterfront footage. (The applicable maximum percentage should be maintained.) Criterion not applicable: The subject property is part of a multiple-family project and there are no vessels to be docked or moored at this facility. 4. Whether or not the proposed facility would have a major impact on the waterfront view of neighboring waterfront property owners. (The facility should not have a major impact on the view of either property owner.) Criterion met: The subject facility is isolated on the subject waterway which was planned in order to ensure no impacts to any neighboring property owners’ view of the subject waterway. 5. Whether or not seagrass beds are located within 200 feet of the proposed dock facility. (If seagrass beds are present, compliance with LDC subsection 5.03.06 I must be demonstrated.) Criterion met: There are no seagrass beds present within 200 feet of the project site. 6. Whether or not the proposed dock facility is subject to the manatee protection requirements of LDC subsection 5.03.06 E.11. (If applicable, compliance with subsection 5.03.06.E.11 must be demonstrated.) Criterion not applicable: The proposed boardwalk, gazebo, and kayak launch facility will not facilitate the launching of motorized vessels. Hence, the manatee protection requirements of subsection 5.03.06 E.11 of the LDC are not applicable. In accordance with LDC Section 5.03.06.F., the Collier County Hearing Examiner shall approve, approve with conditions, or deny a Boathouse request based on certain criteria. Boathouses, including any roofed structure built on a dock, shall be reviewed by the Hearing Examiner according to the following criteria, all of which must be met in order for the Hearing Examiner to approve the request. 3.D.1 Packet Pg. 485 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 8 of 9 August 12, 2020 Boathouse Criteria: 1. Minimum side setback requirement: Fifteen Feet. Criterion met: The nearest applicable side or riparian line is greater than 15-feet from either side of the subject gazebo/boathouse and boardwalk, kayak launch facility. 2. Maximum protrusion into waterway: Twenty-five percent of canal width or 20 feet, whichever is less. The roof alone may overhang no more than 3 feet into the waterway beyond the maximum protrusion and/or side setbacks. Criterion met: Subject to approval of the Boat Dock Extension element of this petition which will extend the point of maximum protrusion to 152.3 feet from the Mean High Water Line. The subject facility is not located within a canal and will only comprise 10.3 percent of the waterway width. 3. Maximum height: Fifteen feet as measured from the top of the seawall or bank, whichever is more restrictive, to the peak or highest elevation of the roof. Criterion met: The proposed gazebo/boathouse will measure 14-feet above the top of the boardwalk/dock facility. 4. Maximum number of boathouses or covered structures per site: One. Criterion met. There are no other like facilities located on this site. 5. All boathouses and covered structures shall be completely open on all 4 sides. Criterion met. The facility will be open on all four sides. 6. Roofing material and roof color shall be the same as materials and colors used on the principal structure or may be of a palm frond “chickee” style. A single-family dwelling unit must be constructed on the subject lot prior to, or simultaneously with, the construction of any boathouse or covered dock structure. Criterion met. As per Sheets 04 and 10 of the provided plans, roofing material will match that of the upland clubhouse. 7. The boathouse or covered structure must be so located as to minimize the impact on the view of the adjacent neighbors to the greatest extent practical. Criterion met. The subject facility is isolated on the subject waterway which was planned in order to ensure no impacts to any neighboring property owners’ view of the subject waterway. 3.D.1 Packet Pg. 486 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) BDE PL20190001640 – Kalea Bay Page 9 of 9 August 12, 2020 Staff Findings: Staff has determined that the subject boardwalk, kayak launch with racks, and gazebo facility is located entirely within the Preserve element of the Amended Cocohatchee Bay PUD. As per Section 5.3.A.2, specified passive recreational areas are allowable permitted uses. Specifically listed within said section are boardwalks; boat (non-motorized), kayak and canoe docks; fishing piers, and gazebos. With respect to the Boat Dock Extension element of this petition, Staff finds the subject request satisfies four of the five primary criteria and four of the six secondary criteria, one of which is not applicable; therefore, staff’s recommendation to the Hearing Examiner is for approval. With respect to the gazebo/boathouse element, Staff finds that the gazebo being a roofed structure located upon a dock satisfies all seven of the referenced criteria and should therefore also be approved. APPEAL OF BOAT DOCK EXTENSION TO BOARD OF COUNTY COMMISSIONERS: As to any boat dock extension petition upon which the Hearing Examiner takes action, an aggrieved petitioner, or adversely affected property owner, may appeal such final action to the Board of County Commissioners. Such appeal shall be filed with the Growth Management Department Head within 30 days of the Decision by the Hearing Examiner. In the event that the petition has been approved by the Hearing Examiner, the applicant shall be advised that he/she proceeds with construction at his/her own risk during this 30-day period. Any construction work completed ahead of the approval shall be at their own risk. STAFF RECOMMENDATION: Based on the above findings, staff recommends that the Hearing Examiner approve Petition BDE- PL20190001640 in accordance with the plans provided as Attachment A with the following condition: 1. Motorized vessels are prohibited from using this docking facility. Attachments: A. Proposed Plans B. Most Current Approved Site Development Plan – Site Plan C. Applicant’s Backup, including Application and Public Hearing Sign Posting Information 3.D.1 Packet Pg. 487 Attachment: BDE-PL20190001640 Kalea Bay Boardwalk 081220 (13213 : Kalea Bay BDE) STATE OF FLORIDA COUNTY AERIAL VICINITY MAP STATE OF FLORIDA COUNTY AERIAL VICINITY MAP NOTES: <> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE. SUBJECT PROPERTY <> LATITUDE:N 26° 17' 54.39" <> LONGITUDE:W 81° 48' 51.62" SITE ADDRESS: <> 13640 VANDERBILT DR NAPLES, FL 34110 SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg LOCATION MAP 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 RMJ 8,16,17,20 25 KALEA BAY LOCATION MAP 48 - - - - 07-27-20 - - - - JR - - - - ADDED NOTE - - - -01 OF 11 COLLIER COUNTYCOLLIER COUNTY )7.(1(/':+%1)7.(1(/':+%1 858 82 886 41 MARCO ISLAND EVERGLADES CITY 93 29 846 NAPLES 90 90 839 94 837837 841 29 29 29 839 839 92 887 846 951 862 I-75 84 864 31 856 850 846890 896 N E S W SUBJECT PROPERTY KEY WEST TAMPA FT.MYERS MIAMINAPLES SUBJECT PROPERTY 3.D.2 Packet Pg. 488 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) * BOARDWALK EDGE OF MANGROVES EAGLE NEST 2.94 MILESMILES SUBJECT PROPERTY SHORELINE LINER FEET 15,514' SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg PREVIOSLY 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH IJT 07-09-19 9911.10 IJT 8,16,17,20 25 KALEA BAY PREVIOSLY PERMITED 48 IJT - - - 11.15.19 02.26.20 - - - JR JR - - - FLOATING DOCK DOCK LAYOUT - - -02 OF 11 3.D.2 Packet Pg. 489 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) N E S W 0 30 60 120 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg PROPOSED DOCKING 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 - 8,16,17,20 25 KALEA BAY PROPOSED BOARDWALK MODIFICATION 48 - - - - - - - - - - - - - - - - - - -03 OF 11 MHWL BOARDWALK "NO MOORING" SIGNS ON ALL SIDES OF GAZEBO 8'287.3' 82.1' 129.9' 52.5' 33.5' 152.3' 120.7' BB 04 AA 05 SECTION 1-1 533.5'8'20'NOTES <> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE. <>TOTAL PROTRUSION FROM MHWL 152.3' <> PROPOSED OVERWATER FISHING PIER AND KAYAK STRUCTURES: APPROX 2,319 SQ. FT <>.TOTAL OVERALL PROPOSED FISHING PIER AND KAYAK STRUCTURES: APPROX 6,055 SQ. FT <> ALL WOOD MOORINGPILES WILL BE 2.25 CCA TREATED AND WRAPPED WITH 30 TO 60 MIL VINYL FROM .5' BELOW PENETRATION TO 1' ABOVE MHW <> TIDAL DATUM: MLW=-0.4' NGVD, MHW=+1.4' NGVD. <> SURVEY COURTESY OF B.B.L.S. SURVEYORS & MAPPERS, INC. 3.D.2 Packet Pg. 490 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) NO MOORING AREA NO MOORING AREA NO MOORING AREA N E S W 0 30 60 120 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg BOARDWALK 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 RMJ 8,16,17,20 25 KALEA BAY KAYAK LAUNCH 48 - - - - 07-27-20 - - - - JE - - - - ADDED NOTE - - - -04 OF 11 "NO MOORING SIGN" (TYP.) FISHING PIER SCALE 1" = 30' SECTION C-C SCALE 1" = 30' TYPICAL PILE WRAP 10" PILE MHWL BOARDWALK 4.0' EXTENTS OF MANGROVES 10.0' (TYP.) 55' MHW LINE - 3 . 3 ' - 3 . 2 ' - 3 . 2 ' BOTTOM APPROXIMATED TO MHW LINE MANATEE EDUCATIONAL SIGN ( TO BE LOCATED UNDER ROOF) NOTES <> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE. <>TOTAL PROTRUSION FROM MHWL 152.3' <> PROPOSED OVERWATER FISHING PIER AND KAYAK STRUCTURES: APPROX 2,319 SQ. FT <>.TOTAL OVERALL PROPOSED FISHING PIER AND KAYAK STRUCTURES: APPROX 6,055 SQ. FT <> ALL WOOD MOORINGPILES WILL BE 2.25 CCA TREATED AND WRAPPED WITH 30 TO 60 MIL VINYL FROM .5' BELOW PENETRATION TO 1' ABOVE MHW <> TIDAL DATUM: MLW=-0.4' NGVD, MHW=+1.4' NGVD. <> SURVEY COURTESY OF B.B.L.S. SURVEYORS & MAPPERS, INC. "NO MOORING" SIGNS ON ALL SIDES OF GAZEBO 268' BB 04 AA 05 SECTION C-C ACCUDOCK BOOMER DOCK8'287.3' 82.1' 129.9' 52.5' 33.5' 152.3' 120.7' 533.5'8'20'BOATHOUSE ROOF MATERIAL WILL MATCH EXISTING UPLAND CLUBHOUSE 3.D.2 Packet Pg. 491 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg KAYAK 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: JR IJT 08-16-19 9911.10 IJT 8,16,17,20 25 KALEA BAY KAYAK LAUNCH DETAIL 48 IJT - - - 11-15-19 2-26-20 - - - JR JR - - - DOCK LAYOUT FLOATING DOCK - - -05 OF 11 FISHING PIER SCALE 1" = 60' KAYAK LAUNCH DETAIL SCALE 1" = 10' MHWL N E S W 0 30 60 120 SCALE IN FEET8'151' 230.8' 54.6' MHWL FLOATING KAYAK LAUNCH BOARDWALK BOARDWALK FIXED LANDING ALUMINUM GANGWAY STAIRS16'12'4'10' 10.6'5'GAZEBO 11.7'8'105.2' 152.3' 18.6' WOOD KAYAK SLIDE1.2'ACCUDOCK BOOMER KAYAK SLIP DOCK 3.D.2 Packet Pg. 492 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) N E S W 0 25 50 100 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg SRS 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 - 8,16,17,20 25 KALEA BAY SRS 48 - - - - - - - - - - - - - - - - - - -06 OF 11 200'200' BOARDWALK EDGE OF MANGROVES SRS-TRANSECT OYSTERS 5600 SF MHWL *NO SEAGRASS WERE OBSERVED WITHIN 200' OF PROJECT LOCATION 3.D.2 Packet Pg. 493 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) N E S W 0 100 200 400 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg WIDTH OF WATERWAY 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 - 8,16,17,20 25 KALEA BAY WIDTH OF WATERWAY 48 - - - - - - - - - - - - - - - - - - -07 OF 11 1477.9' CHANNEL MHWL 3.D.2 Packet Pg. 494 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) N E S W 0 100 200 400 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg EAGLE 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 - 8,16,17,20 25 KALEA BAY EAGLE 48 - - - - - - - - - - - - - - - - - - -08 OF 11 MHWL BOARDWALK EDGE OF MANGROVES EAGLE NEST 660' 600' RADIAS EAGLE BOUNDARY 3.D.2 Packet Pg. 495 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) N E S W 0 2 4 8 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg CROSS SECTION AA 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 - 8,16,17,20 25 KALEA BAY CROSS SECTION AA 48 - - - - - - - - - - - - - - - - - - -09 OF 11 12' WOOD KAYAK SLIDE PROPOSED BOARD WALK FIXED LANDING ALUMINUM GANGWAY STAIRS ACCUDOCK BOOMER KAYAK SLIP DOCK TYPICAL PILE WRAP 10" PILES 11' 18.5' 3.D.2 Packet Pg. 496 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) NO MOORING AREA NO MOORING AREA NO MOORING AREA N E S W 0 04 08 16 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg CROSS SECTION BB 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: TH RMJ 07-09-19 9911.10 RMJ 8,16,17,20 25 KALEA BAY CROSS SECTION BB 48 - - - - 07-27-20 - - - - JR - - - - ADDED NOTE - - - -10 OF 11 33.5'NTE14'29.5' 13.3' MANATEE EDUCATIONAL SIGN (TO BE LOCATED UNDER ROOF) TYPICAL PILE WRAP 10" DOWN PILES - 3 . 2 '-3.2'NTE 10' 2' "NO MOORING SIGN" (TYP.) 2' ACCUDOCK BOOMER KAYAK SLIP DOCK BOATHOUSE ROOF MATERIAL WILL MATCH EXISTING UPLAND CLUBHOUSE 3.D.2 Packet Pg. 497 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) N E S W 0 15 30 60 SCALE IN FEET SECTION-TOWNSHIP-RANGE- DESIGNED:p:\9911.10 Kalea Bay Kayak Launch and Boardwalk\CAD\PERMIT-COUNTY\9911.9_KAYAK-BDE.dwg KAYAK SECTION 7/27/2020THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE.S E 1. 2. 3. 4. 5. REV BY:Turrell, Hall & Associates, Inc. Email: tuna@turrell-associates.com 3584 Exchange Ave. Suite B. Naples, FL 34104-3732 Marine & Environmental Consulting Phone: (239) 643-0166 Fax: (239) 643-6632 REV#: CREATED: DRAWN BY: JOB NO.: DATE:CHK BY:CHANGED: SHEET NO.: JR IJT 08-16-19 9911.10 IJT 8,16,17,20 25 KALEA BAY CROSS SECTION DD 48 IJT - - - 11-15-19 2-26-20 - - - JR JR - - - DOCK LAYOUT FLOATING DOCK - - -11 OF 11 MHWL BOARDWALK NOTES <> THESE DRAWINGS ARE FOR PERMITTING PURPOSES ONLY AND ARE NOT INTENDED FOR CONSTRUCTION USE. <>TOTAL PROTRUSION FROM MHWL 152.3' <> PROPOSED OVERWATER FISHING PIER AND KAYAK STRUCTURES: APPROX 2,319 SQ. FT <>.TOTAL OVERALL PROPOSED FISHING PIER AND KAYAK STRUCTURES: APPROX 6,055 SQ. FT <> ALL WOOD MOORINGPILES WILL BE 2.25 CCA TREATED AND WRAPPED WITH 30 TO 60 MIL VINYL FROM .5' BELOW PENETRATION TO 1' ABOVE MHW <> TIDAL DATUM: MLW=-0.4' NGVD, MHW=+1.4' NGVD. <> SURVEY COURTESY OF B.B.L.S. SURVEYORS & MAPPERS, INC. KAYAK RACK DETAIL NOT TO SCALE COMPOSITE 2"X6" DECKING STRINGERS 3"X8" CAP TIMBERS 3"X10" ALUMINUM DUAL KAYAK RACK PILING 8' SECTION D-D ·12 RACKS ·6 RACKS EACH SIDE ·24 KAYAKS D-D 04 533.5' 3.D.2 Packet Pg. 498 Attachment: Attachment A - Proposed Plans (13213 : Kalea Bay BDE) 1/7/20This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. 1/7/20 Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 499 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 1/7/201/7/20 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 500 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 1/7/201/7/20 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 501 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 1/7/201/7/20 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 502 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 1/7/201/7/20 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 503 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 1/7/201/7/20 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 504 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 1/7/201/7/20 This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. This item has been electronically signed and sealed by John R. Musser, P.E. on ______________ using a SHA-1 authentication code. Printed copies of this document are not considered signed and sealed and the SHA-1 authentication code must be verified on any electronic copies. Date: Reviewed and Approved For: Permit Issuance PL20190002787 3/12/2020 3.D.3 Packet Pg. 505 Attachment: Attachment B - SDPI-20190001125 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 506 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 507 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 508 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 509 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 510 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 511 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 512 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 513 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 514 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 515 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 516 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 517 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 518 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 519 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 520 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 521 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 522 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 523Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 524Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 525Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 526Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 527Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 528Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 529Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 530Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 531Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 532Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 533Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 534Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 535Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 536Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 537Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 538Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 539Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 540 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 541 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 542 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 543 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 544 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 545 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 546 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 547 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 548 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 549 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4 Packet Pg. 550 Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 551Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 552Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 553Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 554Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.4Packet Pg. 555Attachment: Attachment C - Back up Materials 8.10.2020 (13213 : Kalea Bay BDE) 3.D.5 Packet Pg. 556 Attachment: HEX Hybrid Meeting Waiver signed (13213 : Kalea Bay BDE)