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Agenda 07/14/2020 Item #17C (Resolution - Petition PL201800017850 for 7-Eleven Mobil Gas)17.0 07/14/2020 EXECUTIVE SUMMARY This item requires ex parte disclosure be provided by the Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve a Resolution of the Board of County Commissioners approving a site plan with deviations pursuant to LDC Section 10.02.03.F and seven total deviations, including one deviation from Section 4.06.02.C.4 to reduce the north buffer width; three deviations from Section S.OS.OS.E.1 to reduce the landscape buffer width on the eastern property line, allow no undulated berm on the east property line and reduce the tree clustering and spacing to allow the existing trees to remain; one deviation from LDC Section 4.06.02.D.4 to allow the storage structure to remain within the south landscape buffer; and two deviations from Section S.OS.OS.B.1 to reduce the setback on the north property line to 25.55 feet and to reduce the setback on the south property line to 16.8 feet; for redevelopment of the convenience gas station project consisting of 1.72f acres located on the west side of Santa Barbara Boulevard, approximately 420 feet north of Radio Road in Section 32, Township 49 South, Range 26 East, Collier County, Florida. [PL201800017850] OBJECTIVE: To have the Board of County Commissioners (Board) review staffs findings and recommendations along with the recommendations of the Collier County Planning Commission (CCPC) regarding the above -referenced petition, render a decision regarding this Resolution petition and ensure the project is in harmony with all the applicable codes and regulations in order to ensure that the community's interests are maintained. CONSIDERATIONS: The applicant is requesting that the Collier County Board of Commissioners (BCC) consider an application for approval of a Site Plan with Deviations for Redevelopment for the existing 7-Eleven Mobil Gas station located at 3701 Santa Barbara Boulevard. The applicant proposes construction of a larger convenience store on the parcel. The current site was constructed on a portion of Tract F of the Berkshire Lakes PUD. The existing 7-Eleven and Mobil station are constructed entirely on Outparcel E. The applicant states that the expanded convenience store will be constructed on Outparcel E and Outparcel E-1, which are both owned by the applicant. Currently, Outparcel E-1 is striped for parking only. They wish to maintain the existing canopy, pump islands, and car wash building as part of the redevelopment project. The new larger 7-Eleven store is proposed at 3,058 sf and will be designed to meet the current LDC provisions concerning setbacks and other dimensional standards. The Mobil station was originally approved under SDP-90-192 and constructed on Outparcel E. The applicant owns Outparcel E-1 as well, which is directly west of the existing gas station area. The plans for SDP-90-192 are included as attachment D. The project includes demolition of the existing small center convenience store and construction of a new store on the west portion of the site. Most of the site will remain unchanged, including the fuel canopy, car wash structure, and drive lanes. The existing eastern ingress -egress to the Mobil station will be eliminated and additional access points will be established to the west portion of the proposed site. Outparcel E-1 is owned by the applicant and is not included in the Berkshire Lakes CPUD Unit 1 for parking space calculations. As stated, the existing 7-Eleven Mobil station was developed and approved under SDP-90-192. Due to Code changes, the portion of the site the applicant wishes to maintain does not meet the current LDC provisions. A summary of the requested deviations is provided here. 1. Reduction of the width of the landscape buffer from 10 feet to 8 feet along the north property line to reflect existing site conditions. 2. Reduction of the width of the landscape buffer from 25 feet to 15 feet along the east property line to Packet Pg. 3292 17.0 07/14/2020 reflect existing site conditions. 3. Allow for the elimination of a 3-foot undulating berm along the east property line to reflect existing site conditions. 4. Allow for elimination of tree clusters and spacing not exceeding 25 feet and allow existing linear trees with clusters between existing trees. 5. Allow for the existing storage area structure to be located within the required south landscape buffer to reflect existing site conditions. 6. Reduction of the side yard setback along the north property line from 40 feet to 25.55 feet for the existing canopy structure. 7. Reduction of the side yard setback along the south property line from 40 feet to 16.8 feet for the existing car wash structure. The Site Plan with Deviations request has a companion item for a Site Development Plan approval, which is SDP PL20180001683 for the larger convenience store and to retain the existing canopy, car wash and pump islands. The SDP plans have been included as Attachment F. FISCAL IMPACT: The County collects impact fees prior to the issuance of building permits to help offset the impacts of each new development on public facilities. These impact fees are used to fund projects identified in the Capital Improvement Element (CIE) of the Growth Management Plan (GMP) as needed to maintain an adopted Level of Service (LOS) for public facilities. Additionally, to meet the requirements of concurrency management, the developer of every local development order approved by Collier County is required to pay a portion of the estimated Transportation Impact Fees associated with the project in accordance with Chapter 74 of the Collier County Code of Laws and Ordinances. Other fees collected prior to issuance of a building permit include building permit review fees. Finally, additional revenue is generated by application of ad valorem tax rates, and that revenue is directly related to the value of the improvements. Please note that impact fees and taxes collected were not included in the criteria used by staff and the CCPC to analyze this petition. GROWTH MANAGEMENT IMPACT: The Comprehensive Planning Section does not provide Consistency Reviews for Site Plan with Deviations for Redevelopment applications. The Comprehensive Planning Section defers to the Zoning Services Section related to project proposal. LEGAL CONSIDERATIONS: Petitioner is requesting a Site Plan with Deviations under LDC § 10.02.03.F. The attached staff report, and recommendations of the Planning Commission are advisory only and are not binding on you. All testimony given must be under oath. The Petitioner has the burden to prove that the proposed Site Plan with Deviations is consistent with all the criteria set forth below, and you may question Petitioner, or staff, to satisfy yourself that the necessary criteria have been satisfied in LDC § 10.02.03.F. Should you consider denying the Site Plan with Deviations, to assure that your decision is not later found to be arbitrary, discriminatory or unreasonable, the denial must be based upon competent, substantial evidence that the proposal does not meet one or more of the listed criteria below. Criteria for Site Plan with Deviations 1. The existing buildings, structures or infrastructure were legally built and installed. 2. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district. 3. The proposed development is consistent with the Growth Management Plan. 4. The development shall have a beneficial effect both upon the area in which it is proposed Packet Pg. 3293 17.0 07/14/2020 to be established and upon the unincorporated area as a whole. 5. 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. 6. 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. 7. 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. 8. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee. 9. 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. 10. The petitioner has provided enhancements to the development. 11. Approval of the deviation will not have an adverse effect on adjacent properties. This item has been approved as to form and legality and requires a majority vote for Board approval.-HFAC COLLIER COUNTY PLANNING COMMISSION (CCPC) RECOMMENDATION: The CCPC heard petition PL20180001785 on June 11, 2020. There was a motion by Commissioner Fryer and second by Commissioner Schmitt to forward the petition to the Board of County Commissioners with a recommendation of approval. The motion carried unanimously and will be placed on the summary agenda. RECOMMENDATION: The Zoning Division staff concurs with the recommendation of the CCPC and recommends that the Collier County Board of Commissioners approve petition PL20180001785 for a Site Plan with Deviations for Redevelopment for 7-Eleven Mobil Gas. Prepared by: James Sabo, AICP, Principal Planner, Zoning Division ATTACHMENTS) 1. Final Staff Report PL18-1785 7-Eleven Mobi12.21.2020 (PDF) 2. Resolution - 030320 (PDF) 3. Attachment A Deviations Site Plan (PDF) 4. Attachment B Proposed 7-Eleven Mobil Site Plan (flat) (PDF) 5. Attachment C Landscape Plan (flat) (PDF) 6. [LinkedX] Attachment D Approved SDP-90-192 (PDF) 7. Attachment E SDP application PL2018-1683 (PDF) 8. [Linked] Attachment F -Back up materials app (PDF) 9.7-11 #34816 waiver letter (PDF) 10. 120981ega1 ad - 7-Eleven DR (PDF) Packet Pg. 3294 17.0 07/14/2020 COLLIER COUNTY Board of County Commissioners Item Number: 17.0 Doc ID: 12098 Item Summary: This item requires ex parte disclosure be provided by the Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve a Resolution approving a site plan with deviations pursuant to LDC Section 10.02.03.F and seven total deviations, including one deviation from Section 4.06.02.C.4 to reduce the north buffer width; three deviations from Section S.OS.OS.E.1 to reduce the landscape buffer width on the eastern property line, allow no undulated berm on the east property line and reduce the tree clustering and spacing to allow the existing trees to remain; one deviation from LDC Section 4.06.02.D.4 to allow the storage structure to remain within the south landscape buffer; and two deviations from Section S.OS.OS.B.1 to reduce the setback on the north property line to 25.55 feet and to reduce the setback on the south property line to 16.8 feet; for redevelopment of the convenience gas station project consisting of 1.72E acres located on the west side of Santa Barbara Boulevard, approximately 420 feet north of Radio Road in Section 32, Township 49 South, Range 26 East, Collier County, Florida. [PL201800017850] Meeting Date: 07/14/2020 Prepared by: Title: —Zoning Name: James Sabo 03/25/2020 11:18 AM Submitted by: Title: Manager -Planning —Zoning Name: Ray Bellows 03/25/2020 11:18 AM Approved By: Review: Growth Management Department Zoning Growth Management Department Growth Management Department County Attorneys Office Judy Puig Level 1 Reviewer Ray Bellows Additional Reviewer James C French Deputy Department Head Review Thaddeus Cohen Department Head Review Heidi Ashton-Cicko Level 2 Attorney of Record Review Completed 06/12/2020 3:29 PM Completed 06/15/2020 10:10 AM Completed 06/17/2020 10:12 AM Completed 06/17/2020 4:11 PM Completed 06/25/2020 10:52 AM County Attorneys Office Jeffrey A. Klatzkow Level 3 County Attorneys Office Review Completed 06/25/2020 10:54 AM Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review Completed 06/25/2020 12:54 PM Office of Management and Budget Laura Zautcke Additional Reviewer Completed 06/29/2020 2:37 PM County Manager's Office Nick Casalanguida Level 4 County Manager Review Completed 07/05/2020 8:29 PM Board of County Commissioners MaryJo Brock Meeting Pending 07/14/2020 9:00 AM Packet Pg. 3295 17.C.a Co��ier County �� STAFF REPORT TO: COLLIER COUNTY PLANNING COMMISSION FROM: ZONING DIVISION —ZONING SERVICES SECTION GROWTH MANAGEMENT DEPARTMENT HEARING DATE: MARCH 19, 2020 SUBJECT: DR PL20180001785 SITE PLAN W/DEMATIONS-REDEVELOPMENT 7-ELEVEN MOBIL GAS PROPERTY OWNERS/APPLICANT/AGENT: Owner/Applicant: 7-Eleven, Inc. P.O. Box 711 Dallas, TX 75221 REQUESTED ACTION: Agent: Craig Cornelison, P.E. Cornelison Engineering N 38039 Old Sth Avenue N Zephyrhills, FL 33542 N N O The applicant requests that the Collier County Planning Commission consider an application for Site Plan with Deviations for Redevelopment for reconstruction project work at the 7-Eleven convenience store and gas station near the northwest corner of Santa Barbara Boulevard and Radio Road in the Berkshire Commons shopping center. There is an approved Site Development Plan (SDP-90-192) for the existing gas station and convenience store. The subject site is located within the Berkshire Lakes DRI, but the proposed project does not meet the requirements for a DRI review. The approved SDP document is included as Attachment D. GEOGRAPHIC LOCATION: The subject property parcel is �1.72 acres and is zoned Commercial PUD Berkshire Lakes. The property is located in the Berkshire Commons shopping center near the Santa Barbara and Radio intersection. Section 32, Township 49 South, Range 26 East, Collier County (see location map, page 2). DR-PL20180001785; 7-Eleven Mobil Gas Page 1 of 14 Revised: March 10, 2020 Packet Pg. 3296 17.C.a �o m � <� �o � o c, o �o o� w o� V O j7j (D (D 0 s sv ��x � , . , p�z r'%r � � �,�n�cj ��r°� �� G � r� � ,��s,�n5hire �LL'D Berkshire Pines 1tC3 �/. J PROJECT �� LOCATION ;40 n J1 Radio RD Location Map (PARCEL 1 a, 3B PARCEL 2 �� SITE LOCATION � 1 J m OUTPARCEL � Poo ^e� � Poo �: � � L �I-3 ' � = J m c� C c� BERKSHIRE � 1_4 � LAISES TRACT F PHASE 2 pIITPARCEL ��p�� 2'i DUTPARCELB PARCEL C � � �—.� Petition Number: PL2D180�01785 Zoning Map O N O N N N O Packet Pg. 3297 17.C.a PURPOSE/DESCRIPTION OF PROJECT: The applicant requests approval for a Site Plan with Deviations for Redevelopment for the existing 7-Eleven Mobil Gas station located at 3701 Santa Barbara Boulevard. The applicant proposes construction of a larger convenience store on the parcel. The current site was constructed on a portion of Tract F of the Berkshire Lakes PUD. The existing 7-Eleven and Mobil station are constructed entirely on Outparcel E. The applicant states that the expanded convenience store will be constructed on Outparcel E and Outparcel E-1 both are owned by the applicant. The applicant wishes to maintain the existing canopy, pump islands, and car wash building as part of the redevelopment project, which requires a Site Plan with Deviations for Redevelopment application. Additionally, the larger 7-Eleven store will be designed to meet the current LDC provisions concerning setbacks and other dimensional standards. The project is a combined approach utilizing the Site Plan with Deviations for Redevelopment application for only a portion of the project site. The Mobil station was originally approved under SDP-90-192 and constructed on Outparcel E. The applicant owns Outparcel E-1 as well, which is directly west of the existing gas station area. The plans for SDP-90-192 are included as attachment D. The project includes demolition of the existing center convenience store and construction of an c updated and larger 7-Eleven store with a total of 3,058 square feet of commercial space. Most of the site will remain unchanged, including the fuel canopy, car wash structure, and drive lanes. The c existing eastern ingress -egress to the Mobil station will be eliminated and a additional access N points will be established to the west portion of the proposed site. Currently, the Outparcel E-1 r portion of the site is striped for parking spaces and those spaces will be eliminated in favor of the N expanded convenience store and alternate access points. Outparcel E-1 is owned by the applicant c and is not included in the Berkshire Lakes CPUD Unit 1 for parking space calculations. � Specifically, SDP-89-242 excludes Outparcel E and E-1 from the Berkshire Lakes shopping center � parking calculations. � As stated, the existing 7-Eleven Mobil station was developed and approved under SDP-90-192. Due to Code changes, the portion of the site the applicant wishes to maintain does not meet the current LDC provisions. The applicant's site plan with deviations request is detailed in the deviation section below. A summary is provided here. 1. Reduction of the width of the landscape buffer from 10 feet to 8 feet along the north property line to reflect existing site conditions. 2. Reduction of the width of the landscape buffer from 25 feet to 15 feet along the east property line to reflect existing site conditions. 3. Allow for the elimination of a 3-foot undulating berm along the east property line to reflect existing site conditions. 4. Allow for elimination of tree clusters and spacing not exceeding 25 feet and allow existing linear trees with clusters between existing trees. 5. Allow for the existing storage area structure to be located within the required south landscape buffer to reflect existing site conditions. DR-PL20180001785; 7-Eleven Mobil Gas Page 3 of 14 Revised: March 10, 2020 Packet Pg. 3298 17.C.a 6. Reduction of the side yard setback along the north property line from 40 feet to 25.55 feet for the existing canopy structure. 7. Reduction of the side yard setback along the south property line from 40 feet to 16.8 feet for the existing car wash structure. The Site Plan with Deviations request has a companion item for a Site Development Plan approval, which is SDP PL20180001683 for the larger convenience store and to retain the existing canopy, car wash and pump islands. The SDP plans have been included as Attachment F. SURROUNDING LAND USE AND ZONING: North: Commercial bank branch, zoned Berkshire Lakes PUD South: Commercial bank branch, zoned Berkshire Lakes PUD East: Residential single-family, zoned Berkshire Lakes PUD West: Commercial shopping center, zoned Berkshire Lakes PUD �ca ncr.�wCa r�'r •��a�� DR-PL20180001785; 7-Eleven Mobil Gas Page 4 of 14 Revised: March 10, 2020 0 N O N T N N O Packet Pg. 3299 17.C.a APPLICANT'S JUSTIFICATION FOR THE REQUESTED DEVIATIONS: The petitioner is seeking seven (7) deviations from the requirements of the Land Development Code (LDC). The requested deviations are listed here with the staff analysis and recommendation. Deviation #1: Buffer Requirements Deviation #1 seeks relief from LDC Section 4.06.02.C.4, Buffer Requirements, which requires a 10' type 'D' buffer to instead allow a minimum of an 8' landscape buffer along the north property line. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 8.30.e(2), which required a S' landscape buffer along the property lines and Section 8.37.a, which required a 10' landscape buffer. The original approval documentation is SDP-90-192. The SDP documents show that the landscape plan was approved with a 6 foot -wide landscape buffer along the property lines. The applicant's justification is that changes in the LDC over time and the previous SDP approvals would allow them to adjust/update the proposed buffer landscaping in its previously approved location along the north property line under the new deviation requested. The 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and -- reconstruction of a new 3, 058 sf 7-Eleven convenience store. The majority of the site including c the existing canopy, car wash, parking, and drive aisles will remain. The project was approved �`! for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy �! of the approved site development plan is included with this submittal. N 0 At the time of the original construction, a S' landscape buffer was required adjacent to rights of � c ways and interior property lines. The provided buffer width will vary from a minimum of 8' to in � excess of the required 10', per the current code. To provide vehicular access around the existing w canopy, the buffer cannot feasibly be increased beyond what currently exists. The proposed buffer � will provide a minimum of 8' type 'D' buffer with 10' heightx 4' spread trees spaced no more than 30 feet on center and a continuous 3 gallon double row hedge spaced 3' on center of at least 24" r in height at the time of planting and attaining a minimum of 30 inches in height in one year. � By eliminating existing pavement, additional buffering/open space will be created along the northern property line. With the exception of the existing encroachment into the required buffer, the requirements of the LDC are met within the proposed buffer. There are no anticipated negative impacts as a result of granting this request to allow a minimum of an 8' landscape buffer along the north property line. Staff Analysis and Recommendation: Given that the applicant is proposing a buffer along the North that exceeded minimum width requirements at the time of original permitting and is committing to provide the buffer plantings required by current code, staff recommends APPROVAL of this deviation. DR-PL20180001785; 7-Eleven Mobil Gas Page 5 of 14 Revised: March 10, 2020 Packet Pg. 3300 17.C.a Deviation #2: Right of Way Buffer Landscaping Deviation #2 seeks relief from LDC Section S.OS.OS.E.I.a, Right of Way Buffer Landscaping, which requires landscaping adjacent to right of way external to the development project shall be located within a landscape buffer easement which is a minimum of twenty-five (25) feet in width to instead allow a 15' landscape buffer along the eastern property line. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 8.30.e(1), which required a minimum S' buffer along the right -of --way. The original approval documentation is SDP-90-192. The SDP documents show that the landscape plan was approved with a 14.5 foot wide landscape buffer along the right -of --way. The applicant's justification is that changes in the LDC over time and the previous SDP approvals would allow them to adjust/update the proposed right -of --way buffer landscaping in its previously approved location under the new deviation requested. As stated in Justification 1 above, the 7-Eleven #34816 project includes demolishing an existing � Mobile gas station building and reconstruction of a new 3, O58 sf 7-Eleven convenience store. The c majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. � The project was approved for a building permit and site development plan on October 20, 1990 N under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, a S' landscape buffer was required adjacent to rights of ways and c interior property lines. The existing landscape buffer is 1 S' wide. To provide vehicular and gas �`! tanker access around the existing canopy, the buffer cannot feasibly be increased beyond what �! currently exists. The proposed plan includes a 1 S' wide buffer instead of the 25' buffer. There are N no anticipated negative impacts as a result of this granting this request to allow a 1S' landscape buffer along the eastern property line. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Given the existing site constraints and supplemental planting proposed, staff recommends APPROVAL of this deviation. Deviation #3: Right of Way Buffer Landscaping Deviation #3 seeks relief from LDC Section S.OS.OS.E.I.b, Right of Way Buffer Landscaping, which requires an undulating berm with a maximum slope of 3:1 shall be constructed and maintained at a minimum average height of three (3) feet to instead allow no undulating berm along the eastern property line. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 8.30.e(1), which required a hedge at least 3' high along the right -of --way. The original approval documentation is SDP-90-192. The SDP documents show that the landscape plan was approved with a 3 foot -high hedge. The applicant's justification is that changes in the LDC over time and DR-PL20180001785; 7-Eleven Mobil Gas Page 6 of 14 Revised: March 10, 2020 Packet Pg. 3301 17.C.a the previous SDP approvals would allow them to adjust/update the proposed right -of --way buffer landscaping in its previously approved location under the new deviation requested. As stated in Justification 1 above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3, 058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, an undulating berm was not required. Adding fill material over the root system of established trees to create the undulating berm would not be advisable and may cause harm to the existing, otherwise healthy trees. Given the size and health of the existing trees, a dense vegetative buffer already exists adjacent to the road right of way. The proposed plan includes a 1 S' wide buffer with 14' height x 6' spread canopy trees clustered in double rows with a minimum of three trees per cluster at a maximum spacing of 20' on center. SO% of the buffer length will contain 1 S-gallon shrubs at S' height x 4' spread and SO% of the length of the buffer will contain 25-gallon shrubs at 6' height x S' spread and the remainder of the buffer will be a combination of ornamental grasses and ground cover. As stated earlier, the six existing oaks and three existing palms in the buffer will be preserved. Preserving the existing trees is a benefit to the project. The required buffer plant material will be � met and/or exceeded within the proposed buffer. There are no anticipated negative impacts as a N result of this granting this request to allow no undulating berm along the eastern property line. 0 N Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is N approved. The installation of the code required berm would likely result in the decline of the ry existing trees. In an effort to preserve the existing buffer trees which exceed the code minimum N size requirements, staff recommends APPROVAL of this deviation. Deviation #4: Right of Way Buffer Landscaping Deviation #4 seeks relief from LDC Section S.OS.OS.E.I.c, Right of Way Buffer Landscaping, which requires clusters of trees with spacing of trees in each cluster not exceeding 20' and spacing between clusters not exceeding 25' to instead allow existing trees to remain in a linear layout with clusters of new trees provided between existing trees. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 8.30.e(1), which required 1 tree for each SO linear feet along the right- of-way. The original approval documentation is SDP-90-192. The SDP documents show that the landscape plan was approved with 6 trees per SO linear feet. The applicant's justification is that changes in the LDC over time and the previous SDP approvals would allow them to adjust/update the proposed right -of --way buffer landscaping in its previously approved location under the new deviation requested. As stated in Justification 1 above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3, 058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. DR-PL20180001785; 7-Eleven Mobil Gas Page 7 of 14 Revised: March 10, 2020 Packet Pg. 3302 17.C.a The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, a S' landscape buffer was required adjacent to rights of ways and interior property lines and the undulating berm was not required. The existing landscape buffer is 1 S' wide containing 6 existing oak trees and three existing palm trees. Given the size and health of the existing trees, a dense vegetative buffer already exists adjacent to the road right of way. The proposed plan includes 14' height x 6' spread canopy trees clustered in double rows with a minimum of three trees per cluster at a maximum spacing of 20' on center. SO% of the buffer length will contain 1 S-gallon shrubs at S' height x 4' spread and SO% of the length of the buffer will contain 25-gallon shrubs at 6' height x S' spread and the remainder of the buffer will be a combination of ornamental grasses and ground cover. As stated earlier, the six existing oaks and three existing palms in the buffer will be preserved. Preserving the existing trees is a benefit to the project. There are no anticipated negative impacts as a result of this granting this request to allow the existing trees to remain along the eastern property line. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. A portion of the proposed hedge will be comprised of shrubs that are 6' high at installation which exceeds the current code minimum requirement of 5' high. Staff recommends APPROVAL of this deviation. Deviation #5: Sidewalks and Other Impervious Areas Must Not Occupy a Required Buffer Deviation #5 seeks relief from LDC Section 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer, which requires sidewalks and other impervious areas must not occupy any part of a required alternative A, B, C, or D type buffer to instead allow the existing storage area structure to be located within the required south landscape buffer. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 9.8.a(13), which required a minimum of 20% of the lot area to be landscaped, and a minimum of 3% of landscaping for each lot side. The original approval documentation is SDP-90-192. The SDP documents show that the plans were approved with the covered storage area adjacent to the trash enclosure in its existing location within the south landscape buffer. The applicant's justification is that changes in the LDC over time and the previous SDP approvals would allow them to keep the existing storage area in its previously approved location under the new deviation requested. Furthermore, the existing storage area does not impact the 3% of required landscaping for the south side. As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3, 058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90- 192. A copy of the approved plans is included with this submittal. At the time of the original construction, a S' landscape buffer was required adjacent to rights of ways and interior property lines. The existing south buffer is 1 S' wide but contains an existing storage area structure and transformers within the buffer area. The storage area houses the mechanical equipment for the existing car wash and is screened by an opaque fence. The adjacent dumpster enclosure will be DR-PL20180001785; 7-Eleven Mobil Gas Page 8 of 14 Revised: March 10, 2020 Packet Pg. 3303 17.C.a relocated out of the landscape buffer. The electrical transformers serve the site and off -site uses and are located within existing electrical easements. With the exception of the car wash mechanical and electrical transformers, the buffer meets and/or exceeds the 1 S' buffer requirement per the current code. The proposed plan includes preserving eight existing canopy trees and three existing palms within the southern buffer. In addition to the existing trees a continuous hedge of 1 S gallon — S' height shrubs will be added to the buffer. The existing equipment has been in place for approximately 30 years and relocating the equipment is not feasible, however, the adjacent dumpster will be relocated. With the exception of the existing equipment in the required buffer and electrical transformers, the requirements of the LDC are met as proposed. Additionally, preserving the existing trees is a benefit to the project. There are no anticipated negative impacts as a result of this request to allow the existing impervious area to be located within the required landscape buffer. Staff Analysis and Recommendation: Given the preservation of the existing buffer trees and the addition of other plantings to meet current buffer planting requirements, staff sees no detrimental effect if this deviation request is approved. Staff recommends APPROVAL of this deviation. Deviation #6: 40' Side Yard Setback along North Property Line Deviation #6 seeks relief from LDC Section S.OS.OS.B.1, 40' Side Yard Setback along North Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 25.55'� setback along the northern property line. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 9.8.a(2), which required setbacks to be: front = SO', side = 40', rear = 40', and canopy = 10' beyond pump setback line. The original approval documentation is SDP- 90-192. The SDP documents show the site was approved for.• building = 25' front and rear setbacks and S' side setback; carwash = 25' front, S' side, and no rear setback per Section 9.8, Zoning Ordinance. The applicant's justification is that changes in the LDC over time and the previous SDP approvals would allow them to keep the existing canopy in its present location under the new deviation requested. As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3, 058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90- 192. A copy of the approved plans is included with this submittal. At the time of the original construction, a 25' building setback was required along the northern property line. The existing canopy (to remain) was constructed approximately 25.5' from the property line. The existing fuel canopy has been on the site for nearly 30 years and will remain in place. The canopy met code requirements when permitted through the County and constructed. While most of the canopy meets the current minimum 40' side yard setback requirement, the northern portion does not. This area consists of the overhead canopy structure only; there are no fuel pumps, equipment, or columns within this area. DR-PL20180001785; 7-Eleven Mobil Gas Page 9 of 14 Revised: March 10, 2020 Packet Pg. 3304 17.C.a The existing canopy has been in place for approximately 30 years. With the exception of the northern 270 sf (5.4% of the overall structure), the existing canopy is located outside of the required 40' setback. There are no anticipated negative impacts as a result of this request to allow a 22.5'� setback along the northern property line. Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. Staff recommends APPROVAL of this deviation as the applicant seeks to retain existing site conditions that were approved in 1990. Deviation #7: 40' Side Yard Setback along South Property Line Deviation #7 seeks relief from LDC Section S.OS.OS.B.1, 40' Side Yard Setback along South Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 16.8'� setback along the southern property line. Petitioner's Justification: The 7-Eleven project site was developed under Collier County Ordinance 82-2, Section 9.8.a(2), which required setbacks to be: front = 50', side = 40', rear = 40', and canopy = 10' beyond pump setback line. The original approval documentation is SDP- 90-192. The SDP documents show the site was approved for: building = 25' front and rear setbacks and S' side setback; carwash = 25' front, S' side, and no rear setback per Section 9.8, Zoning Ordinance. The applicant's justification is that changes in the LDC over time and the previous SDP approvals would allow them to keep the existing canopy in its present location under the new deviation requested. As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3, 058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90- 192. A copy of the approved plans is included with this submittal. At the time of the original construction, a S' building setback was required along the southern property line for the car wash. The existing car wash (to remain) was constructed approximately 16.8' from the property line. The existing car wash has been on the site for nearly 30 years and will remain in place. The car wash met code requirements when permitted through the County and constructed. While the car wash building does not meet the current minimum side yard setback requirement, the existing buffer width is adequate to screen the interior project area from the adjacent property to the south. There are eight existing canopy trees and three existing palm trees located between the building and the adjacent roadway. All of the aforementioned trees are proposed to be retained. Additionally, a continuous hedge will be added; trees will also be added as needed so that the maximum 25' spacing between the buffer trees is not exceeded and to meet the `B' buffer tree spacing requirement. There are no anticipated negative impacts as a result of this request to allow a 16.8'� setback along the southern property line. DR-PL20180001785; 7-Eleven Mobil Gas Page 10 of 14 Revised: March 10, 2020 Packet Pg. 3305 17.C.a In conclusion, this redevelopment project falls within the applicability requirements for deviations per LDC, Chapter S, Section 5.05.08.G.4.a.v, which states "Any other non-commercial building, or use, that is not listed under LDC Section S. 05.08 E. design standards for specific building types of this section, and due to its function, has specific requirements making meeting LDC Section S.OS. 08 standards unfeasible. " AND LDC, Chapter S, Section S.OS. 08. G.4. a. vi, which states "Buildings located on property with a commercial zoning designation when submitted for Site Development Plan review....... " Furthermore, the project meets the standards for approval per LDC, Chapter 10, Section 10.02.03.F. 7, which states "Standards for approval. The petition shall be reviewed for consistency with the following standards: a. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district; b. The proposed development is consistent with the Growth Management Plan; c. The development shall have a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole. d. The total land area within the development and the area devoted to each functional portion of the development shall be adequate to serve its intended purpose; e. Streets, utilities, drainage facilities, recreation areas, sizes and yards, architectural features, vehicular parking and loading facilities, sign distances, landscaping and buffers shall be appropriate for the particular use involved; f. Visual character of the project shall be equal or better in quality than that required by the development standards for the zoning district. The visual character of the project shall be better in quality than the existing project before redevelopment and after it was first permitted; g. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee; h. Deviations shall be clearly delineated in the petition and shall be the minimum required to achieve the goals of the project and comply with these standards; i. The petitioner has provided enhancements to the development; and j. Approval of the deviation will not have an adverse effect on adjacent properties. " Staff Analysis and Recommendation: Staff sees no detrimental effect if this deviation request is approved. 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 application against the established criteria for Site Plans with Deviations under LDC Section 10.02.03.F.7 and provides the analysis listed here. 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 area. The deviations seek to retain the existing conditions for buffer landscaping, canopy setback, car wash setback ,and buffer planting configuration. b. The proposed development is consistent with the Growth Management Plan. DR-PL20180001785; 7-Eleven Mobil Gas Page 11 of 14 Revised: March 10, 2020 Packet Pg. 3306 17.C.a Staff finds that the project as proposed will remain consistent with GMP FLUE Policy 5.4 requiring the project to be compatible with neighborhood development. Staff recommends that this petition be deemed consistent with the FLUE of the GMP. The petition is also consistent with the CCME. Therefore, staff recommends that this petition be deemed consistent with the GMP, because there are no use changes related to the existing site conditions with this request. The site will remain a gas station and convenience store. 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 area. Staff finds that the proposed improvement will have beneficial effect for the surrounding neighborhood and upon the unincorporated area of Collier County as the gas station and convenience store services will remain in the neighborhood. 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 the area devoted to each functional portion is adequate to serve the 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. The proposed project is to redevelop the site and enlarge the convenience store, maintain the existing pump canopy, and maintain current landscaping buffers. Except for a larger convenience store, the site will function the same. Staff finds that the proposed 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 is to demolish the existing convenience store portion of the site and reconstruct a larger convenience store with more parking spaces. 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. DR-PL20180001785; 7-Eleven Mobil Gas Page 12 of 14 Revised: March 10, 2020 Packet Pg. 3307 17.C.a At the time of the Site Development Plan 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. 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 are the minimum required to achieve the goals of the gas station redevelopment project. i. The petitioner has provided enhancements to the development. The petitioner has proposed a new construction building that meets the Collier County architectural review standards and proposes to relocate to north entry access to a more appropriate location. The petitioner has provided enhancements to the development. j. Approval of the deviations) 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 o deviations are requested to maintain existing conditions at the site. The project will not adversely affect adjacent properties. c N O N Landscape Review: The Landscape Review Division provided their review is the Deviations N section of the report. N 0 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. M 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. COUNTY ATTORNEY OFFICE REVIEW: The County Attorneys Office reviewed this staff report on 3/10/2020. RECOMMENDATION: Zoning Division staff recommends the Collier County Planning Commission forward a recommendation of approval to the Board of County Commissioners for petition DR- PL20180001785 7-Eleven Mobil Gas Station. DR-PL20180001785; 7-Eleven Mobil Gas Page 13 of 14 Revised: March 10, 2020 Packet Pg. 3308 17.C.a Attachments: A) Deviations Site Plan B) Proposed 7-Eleven Site Plan C) Landscape Plan D) Approved SDP 90-192 E) SDP application PL2018-1683 F) Backup Material DR-PL20180001785; 7-Eleven Mobil Gas Page 14 of 14 Revised: March 10, 2020 0 N O N N N O Packet Pg. 3309 17.C.a PREPARED BY: 7 C. J ES S ICP, PRINCIPAL PLANNER ZON G D ISION —ZONING SERVICES SECTION REVIEWED BY: RAYMO V. BELLOWS, ZONING MANAGER ZONING IVISION --ZONING SERVICES SECTION APPROVED BY: AMES FRENCH, DEPUTY DEPARTMENT HEAD GROWTH MANAGEMENT DEPARTMENT DATE 3�Z-�,z� 0 N O N N ;� DATE � DR-PL2D18DDD1785; 7-Eleven Mobil Gas Site Plan Deviations Packet Pg. 3310 17.C.b RESOLUTION N0.20 - A RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS APPROVING A SITE PLAN WITH DEVIATIONS PURSUANT TO LDC SECTION 10.02.03.F AND SEVEN TOTAL DEVIATIONS, INCLUDING ONE DEVIATION FROM SECTION 4.06.02.C.4 TO REDUCE THE NORTH BUFFER WIDTH; THREE DEVIATIONS FROM SECTION 5.05.OS.E.1 TO REDUCE THE LANDSCAPE BUFFER WIDTH ON THE EASTERN PROPERTY LINE, ALLOW NO UNDULATED BERM ON THE EAST PROPERTY LINE AND REDUCE THE TREE CLUSTERING AND SPACING TO ALLOW THE EXISTING TREES TO REMAIN; ONE DEVIATION FROM SECTION 4.06.02.D.4 TO ALLOW THE STORAGE STRUCTURE TO REMAIN WITHIN THE SOUTH LANDSCAPE BUFFER; AND TWO DEVIATIONS FROM SECTION S.OS.OS.B.1 TO REDUCE THE SETBACK ON THE NORTH PROPERTY LINE TO 25.55 FEET AND TO REDUCE THE SETBACK ON THE SOUTH PROPERTY LINE TO 16.8 FEET; FOR REDEVELOPMENT OF THE CONVENIENCE GAS STATION PROJECT CONSISTING OF 1.72f ACRES LOCATED ON THE WEST SIDE OF SANTA BARBARA BOULEVARD, APPROXIMATELY 420 FEET NORTH OF RADIO ROAD IN SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST, COLLIER COUNTY, FLORIDA. [PL20180001785] WHEREAS, the Legislature of the State of Florida in Chapter 67-1246, Laws of Florida, and Chapter 125, Florida Statutes, has conferred on Collier County the power to establish, coordinate and enforce zoning and such business regulations as are necessary for the protection of the public; and WHEREAS, the County pursuant thereto has adopted a Land Development Code (Ordinance No. 2004-41, as amended) which includes a Comprehensive Zoning Ordinance establishing regulations for the zoning of particular geographic divisions of the County, among which is the approval of Site Plans with Deviations; and WHEREAS, the Board of County Commissioners has held a public hearing after notice as in said regulations made and provided, and has considered the advisability of a Site Plan with Deviations to allow for redevelopment of a convenience gas station project within the Berkshire Lakes Planned Unit Development pursuant to Section 10.02.03.F of the Collier County Land Development Code on the property hereinafter described, and the Collier County Planning Commission has made findings that the specific requirements governing the Site Plan with [18-CPS-01837/1526837/1]117 7-Eleven DR / PL20180001785 3/3/20 Page 1 of 2 Packet Pg. 3311 17.C.b Deviations have been met and that satisfactory provision and arrangement have been made concerning all applicable matters required by said regulations; and WHEREAS, all interested parties have been given opportunity to be heard by this Board in a public meeting assembled and the Board having considered all matters presented. NOW, THEREFORE, BE IT RESOLVED BY THE BOARD OF ZONING APPEALS OF COLLIER COUNTY, FLORIDA that: Petition Number PL20180001785 filed by 7-Eleven, Inc., with respect to the property hereinafter described in Exhibit A, be and the same is hereby approved for a Site Plan with Deviations pursuant to Section 10.02.03.F of the Collier County Land Development Code, in accordance with the Conceptual Site Plan with Deviations described in Exhibit B. Exhibits A and B are attached hereto and incorporated herein by reference. BE IT FURTHER RESOLVED that this Resolution be recorded in the minutes of this Board. This Resolution adopted after motion, second, and majority vote, this day of 2020. ATTEST: BOARD OF COUNTY COMMISSIONERS CRYSTAL K. KINZEL, CLERK COLLIER COUNTY, FLORIDA C Deputy Clerk Approved as to form and legality: ��v� Heidi Ashton-Cicko �'� Managing Assistant County Attorney Burt L. Saunders, Chairman Attachments: Exhibit A -Legal Description Exhibit B -Conceptual Site Plan with Deviations [ 18-CPS-01837/ 1526837/ 1 ] 117 7-Eleven DR / PL20180001785 3/3/20 Page 2 of 2 Packet Pg. 3312 17.C.b EXHIBIT A (Corrected legal description pertaining to OR Book 4678 Page 780 et seq.] PARCEL 1: "Outparcel E" A portion of Tract F Berkshire Lakes Unit One as recorded in Plat Book 14, Pages 118 through 120, in the Public Records of Collier County, Florida being further described as follows: Commencing at the Southeast Corner of Section 32, Township 49 South, Range 26 East; thence along the South line of the Southeast Quarter of said Section 32, North 89° 35'47" West, 100.00 feet; thence North 00°07'01 "W, 75.00 feet; thence North 00°07'01" West along the West right of way line of Santa Barbara Boulevard 427.43 feet to the Point of Beginning; thence South 89°52'59"W , 166.47 to the point of a curve concave to the Northeast having a radius of 10.00 feet, a central angle of 90°00' 00", a chord of 14.14 feet and a chord bearing of North 45°07'01" West thence along the arc of said curve 15.71 feet to the point of tangency; thence North 00°07'01" West, 220.73 feet to the point of a curve concave to the Southeast, having a radius of 40.00 feet, a central angle of 113°40'39", a chord of 66.97 and a chord bearing of North 56°43'19" East; thence along the arc of said curve, 79.36 feet to the point of tangency; thence South 66°26'22" East, 68.14 feet; thence North 89°52'S9" East, 58.00 feet; thence South 00°07'01" East along said West right of way 240.00 feet to the Point of Beginning. PARCEL 2: "Outparcel E-1" A portion of Tract "F" of "Berkshire Lakes Unit 1" according to the Plat thereof as recorded in Plat Book 14, at Page 118 through 120, in the Public Records of Collier County, Florida, referenced as Outparcel "E" in 1580, Page 501 also of Public Records of Collier County, Florida, being further described as follows: Commencing at the Southeast corner of Section 32, Township 49 South, Range 26 East; thence along the South line of the Southeast quarter of said section 32, N 89°35'47"W for a distance of 100.00 feet; thence N00°07'01"W for a distance of 75.00 feet; thence N00°07'01"W along the West right of -way line of Santa Barbara Boulevard for a distance of 427.43; thence S89°52'59"W for a distance of 166.47 feet to the point of beginning; thence continue S89°52'S9"W for a distance of 100.00 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 15.71 feet to the point of tangency; thence N 00°07'01"W for a distance of 250.00 feet to the point of curvature of a circular curve concave to the Southeast, having a radius of 40.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 62.83 feet to the point of tangency; thence N89°52'59"E 39.54 feet to the point of curvature of a circular curve concave to the South having a radius of 10.00 feet and a central angle of 23°40'39"; thence along the arc of said curve for an arc distance of 4.13 feet to the point of tangency; thence S66°26'22"E 79.17 for a distance of feet to the point of cusp of a circular curve concave to the Southeast, having a radius of 40.00 feet and a central angle of 113°40'39"; thence Westerly along the arc of said curve for an arc distance of 79.36 feet to the point of tangency; thence S00°07'01 "E for a distance of 220.73 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 15.71 feet to the point of beginning. OVERALL LEGAL DESCRIPTION CREATED BY SURVEYOR: A portion of Tract "F" of "Berkshire Lakes Unit 1" according to the Plat thereof as recorded in Plat Book 14, Pages 118 through 120, of the Public Records of Collier County, Florida, described as follows: Page 1 of 2 Packet Pg. 3313 17.C.b Commence at the Southeast Corner of Section 32, Township 49 South, Range 26 East and run North 89°35'47" West along the south line of the Southeast Quarter of said Section 32, a distance 100.00 feet; thence departing said south line run North 00°07'01' West, a distance of 75.00 feet to a point lying on the west right-of-way line of Santa Barbara Boulevard (200' right-of-way width); thence continue North 00°07'01"West along said right-of-way line, a distance of 427.43 feet to the Point of Beginning; thence departing said west right-of-way line run South 89°52'59" West, a distance of 266.47 feet to a point lying on a curve concave northeasterly, having a radius of 10.00 feet, and a chord bearing bearing and distance of North 45°06'37" West, 14.14 feet; thence northerly along the arc of said curve through a central angle of 90°00'42", an arc length of 15.71 feet; thence departing said curve run North 00°07'01" West, a distance of 250.00 feet to a point of curvature of a curve concave southeasterly having a radius of 40.00 feet, and a chord bearing and distance of North 44°52'S4" East, 56.57 feet; thence northeasterly along the arc of said curve through a central angle of 89°59'50", an arc length of 62.83 feet to a point of tangency; thence run North 89°52'59" East, a distance of 39.54 feet to a point lying on a curve concave southerly, said curve having a radius of 10.00 feet and a chord bearing and distance of South 78°17'07" East, 4.10 feet; thence easterly along the arc of said curve through a central angle of 23°39'47", an arc length of 4.13 feet; thence departing said curve run South 66°26'21" East, a distance of 147.32 feet; thence run North 89°52'59" East, a distance of 58.00 feet to a point lying on the aforementioned west right-of-way line of Santa Barbara Boulevard; thence along said right-of-way line run South 00°07'01" East, a distance of 240.00 feet to the Point of Beginning. Page 2 of 2 Packet Pg. 3314 17.C.b CORNELISON � ENGINEERING & DESIGN, INC. January 30, 2020 7-Eleven #34816 3701 Santa Barbara Boulevard, Naples, FL Parcel ID No. 23945007035 DR PL #20180001785 DEVIATIONS REQUESTED Exhibit B Deviation 1: LDC 4.06.02.C.4, Buffer Requirements 38039 Old 5"' Avenue Zephyrhills, FL 33542 Tel. (813) 788-7835 Fax.(813)788-7062 www.cornelison-eng.com Deviation #1 seeks relief from LDC Section 4.06.02.C.4, Buffer Requirements, which requires a 10' type 'D' buffer to instead allow a minimum of an 8' landscape buffer along the north property line. Deviation 2: LDC 5.05.05.E, Right of Way Buffer Landscaping Deviation #2 seeks relief from LDC Section 5.05.05.E.1.a, Right of Way Buffer Landscaping, which requires landscaping adjacent to right of way external to the development project shall be located within a landscape buffer easement which is a minimum of twenty-five (25) feet in width to instead allow a 15' landscape buffer along the eastern property line. Please see the Landscape Deviations East Buffer Exhibit included with this submittal. Deviation 3: LDC 5.05.05.E, Right of Way Buffer Landscaping Deviation #3 seeks relief from LDC Section 5.05.05.E.1.b, Right of Way Buffer Landscaping, which requires an undulating berm with a maximum slope of 3:1 shall be constructed and maintained at a minimum average height of three (3) feet to instead allow no undulating berm along the eastern property line. Please see the Landscape Deviations East Buffer Exhibit included with this submittal. Deviation 4: LDC 5.05.05.E, Right of Way Buffer Landscaping Deviation #4 seeks relief from LDC Section 5.05.05.E.1.c, Right of Way Buffer Landscaping, which requires clusters of trees with spacing of trees in each cluster not exceeding 20' and spacing between clusters not exceeding 25' to instead allow existing trees to remain in a linear layout with clusters of new trees provided between existing trees. Please see the Landscape Deviations East Buffer Exhibit included with this submittal. Deviation 5: LDC 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer Deviation #5 seeks relief from LDC Section 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer, which requires sidewalks and other impervious areas must not occupy any part of a required alternative A, B, C, or D type buffer to instead allow the existing storage area structure to be located within the required south landscape buffer. Page � of Packet Pg. 3315 CORNS I ItiON � EN6INL�.IIINC 8 DESIGN, INC. 17.C.b Site Plan with Deviation for Redevelopment Narrative —Deviations Only Revised January 30, 2020, Page 2 Deviation 6: LDC Section 5.05.05.6.1, 40' Side Yard Setback along North Property Line Deviation #6 seeks relief from LDC Section 5.05.05.6.1, 40' Side Yard Setback along North Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 25.55'±setback along the northern property line. 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W 3 0 ' a o F O `0 �O E a rn 0 N N 0 U w O U w J d Q z TE DEVELOPMENT PLAN PL20180001683 AERIAL o 10o zoo SCALE (IN FEET) LEGAL DESCRIPTION: (AS PROVIDED BY SURVEYOR): THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF COLLIER, STATE OF FLORIDA, AND IS DESCRIBED AS FOLLOWS: Y_L�y��iE�i1�jIJ1:Zy�� A PORTION OF TRACT F, BERKSHIRE LAKES UNIT ONE, AS RECORDED IN PLAT BOOK 14, PAGE 118, IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 32, NORTH 89 DEGREES 35 MINUTES 47 SECONDS WEST, 100 FEET; THENCE NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST, 75 FEET; THENCE NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST ALONG THE WEST RIGHT OF WAY LINE OF SANTA BARBARA BOULEVARD 427.73 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 52 MINUTES 59 SECONDS WEST, 168.47 TO THE POINT OF A CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 10 FEET, A CENTRAL ANGLE OF 90 DEGREES 0 MINUTES 0 SECONDS A CHORD OF 14.14 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 7 MINUTES 1 SECOND WEST ALONG THE ARC OF SAID CURVE 15.71 FEET TO THE POINT OF TANGENCY; THENCE NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST, 220.73 FEET TO THE POINT OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 40 FEET, A CENTRAL ANGLE OF 113 DEGREES 40 MINUTES 39 SECONDS, A CHORD OF 68.97 FEET AND A CHORD BEARING OF NORTH 58 DEGREES 43 MINUTES 19 SECONDS EAST; THENCE ALONG THE ARC OF SAID CURVE 79.36 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 86 DEGREES 26 MINUTES 22 SECONDS EAST, 68.14 FEET; THENCE NORTH 89 DEGREES 52 MINUTES 59 SECONDS EAST, 58 FEET; THENCE SOUTH 0 DEGREES 7 MINUTES 1 SECOND EAST ALONG SAID WEST RIGHT OF WAY 240 FEET TO THE POINT OF BEGINNING. PARCEL 2: `OUTPARCEL E-1" A PORTION OF TRACT 'F"OF 'BERKSHIRE LAKES UNIT 1", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGE 118, IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, REFERENCED AS OUTPARCEL '£"IN OFFICIAL RECORDS BOOK 1580, PAGE 501 ALSO OF PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST; THENCE ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 32, NORTH 89 DEGREES 35 MINUTES 47 SECONDS WEST FOR A DISTANCE OF 100 FEET; THENCE NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST ALONG THE WEST RIGHT OF —WAY LINE OF SANTA BARBARA BOULEVARD FOR A DISTANCE OF 427.43 FEET; THENCE SOUTH 89 DEGREES 52 MINUTES 59 SECONDS WEST FOR A DISTANCE OF 166.47 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE SOUTH 89 DEGREES 52 MINUTES 59 SECONDS WEST FOR A DISTANCE OF 100 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 10 FEET AND A CENTRAL ANGLE OF 90 DEGREES 0 MINUTES 0 SECONDS; THENCE ALONG THE ARC OF SAID CURVE FOR AN ARC DISTANCE OF 15.71 FEET TO THE POINT OF TANGENCY; THENCE NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST FOR A DISTANCE OF 250 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 40 FEET AND A CENTRAL ANGLE OF 90 DEGREES 0 MINUTES 0 SECONDS; THENCE ALONG THE ARC OF SAID CURVE FOR AN ARC DISTANCE OF 62.83 FEET TO THE POINT OF TANGENCY; THENCE NORTH 89 DEGREES 52 MINUTES 59 SECONDS EAST 39.54 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE SOUTH HAVING A RADIUS OF 10 FEET AND A CENTRAL ANGLE OF 23 DEGREES 40 MINUTES 39 SECONDS; THENCE ALONG THE ARC OF SAID CURVE FOR AN ARC DISTANCE OF 4.13 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 66 DEGREES 26 MINUTES 22 SECONDS EAST FOR A DISTANCE OF 79.17 FEET TO THE POINT OF CUSP OF A CIRCULAR CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 40 FEET AND A CENTRAL ANGLE OF 113 DEGREES 40 MINUTES 39 SECONDS; THENCE WESTERLY ALONG THE ARC OF SAID CURVE FOR AN ARC DISTANCE OF 79.36 FEET TO THE POINT OF TANGENCY; THENCE SOUTH 0 DEGREES 7 MINUTES 1 SECOND EAST FOR A DISTANCE OF 220.73 FEET TO THE POINT OF CURVATURE OF A CIRCULAR CURVE CONCAVE TO THE NORTHEAST HAVING A RADIUS OF 10 FEET AND AN CENTRAL ANGLE OF 90 DEGREES 0 MINUTES 0 SECONDS; THENCE ALONG THE ARC OF SAID CURVE FOR AN ARC DISTANCE OF 15.71 FEET TO THE POINT OF BEGINNING. SURVEYORS DESCRIPTION: A PORTION OF TRACT 'F"OF 'BERKSHIRE LAKES UNIT 1"ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGE 118, IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, REFERENCED AS OUTPARCEL '£"IN OFFICIAL RECORDS BOOK 1580, PAGE 501 ALSO OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, BEING FURTHER DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHEAST CORNER OF SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST; THENCE COINCIDENT WITH THE SOUTH BOUNDARY OF THE SOUTHEAST QUARTER OF SAID SECTION 32, NORTH 89 DEGREES 35 MINUTES 47 SECONDS WEST A DISTANCE 100 FEET; THENCE DEPARTING SOUTH BOUNDARY, NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST A DISTANCE OF 75 FEET TO A POINT COINCIDENT WITH THE WEST RIGHT—OF—WAY BOUNDARY OF SANTA BARBARA BOULEVARD; THENCE COINCIDENT WITH SAID WEST RIGHT—OF—WAY BOUNDARY, NORTH 0 DEGREES 7 MINUTES 1 SECOND WEST A DISTANCE OF 427.43 FEET TO THE POINT OF BEGINNING; THENCE DEPARTING SAID WEST RIGHT—OF—WAY BOUNDARY, SOUTH 89 DEGREES 26 MINUTES 44 SECONDS WEST A DISTANCE OF 266.47 FEET TO A POINT COINCIDENT WITH A CURVE CONCAVE TO THE NORTHEAST, SAID CURVE HAVING A RADIUS OF 10 FEET, A DELTA ANGLE OF 90 DEGREES 0 MINUTES 42 SECONDS AND BEING SUBTENDED BY A CHORD BEARING NORTH 45 DEGREES 32 MINUTES 55 SECONDS WEST FOR A DISTANCE OF 14.14 FEET; THENCE COINCIDENT WITH THE ARC OF SAID CURVE A DISTANCE OF 15.71 FEET; THENCE NORTH 0 DEGREES 33 MINUTES 16 SECONDS WEST A DISTANCE OF 250 FEET; TO A POINT COINCIDENT WITH A CURVE CONCAVE TO THE SOUTHEAST, SAID CURVE HAVING A RADIUS OF 40 FEET, A DELTA ANGLE OF 89 DEGREES 59 MINUTES 50 SECONDS AND BEING SUBTENDED BY A CHORD BEARING NORTH 44 DEGREES 26 MINUTES 39 SECONDS EAST FOR A DISTANCE OF 56.57 FEET; THENCE COINCIDENT WITH THE ARC OF SAID CURVE A DISTANCE OF 62.83 FEET; THENCE NORTH 89 DEGREES 26 MINUTES 44 SECONDS EAST A DISTANCE OF 39.54 FEET TO A POINT COINCIDENT WITH A CURVE CONCAVE TO THE SOUTH, SAID CURVE HAVING A RADIUS OF 10 FEET, A DELTA ANGLE OF 23 DEGREES 39 MINUTES 47 SECONDS AND BEING SUBTENDED BY A CHORD BEARING SOUTH 78 DEGREES 43 MINUTES 22 SECONDS EAST FOR A DISTANCE OF 4.10 FEET; THENCE COINCIDENT WITH THE ARC OF SAID CURVE A DISTANCE OF 4.13 FEET; THENCE SOUTH 66 DEGREES 52 MINUTES 36 SECONDS EAST A DISTANCE OF 147.32 FEET; THENCE NORTH 89 DEGREES 26 MINUTES 44 SECONDS EAST A DISTANCE OF 58 FEET TO A POINT COINCIDENT WITH THE AFOREMENTIONED WEST RIGHT—OF—WAY BOUNDARY OF SANTA BARBARA BOULEVARD; THENCE COINCIDENT WITH SAID WEST RIGHT—OF—WAY BOUNDARY, SOUTH 0 DEGREES 33 MINUTES 16 SECONDS EAST A DISTANCE OF 240 FEET TO A FCIR LB 3969 TO THE POINT OF BEGINNING. DEVELOPER: 7-ELEVEN, INC. CONTACT: JOSH TAYLOR 1209 S. WHITE CHAPEL BLVD., STE 180 SOUTHLAKE, TX 76092 PHONE: (817) 912-5572 EMAIL: jtaylor@verdad.com LAND OWNER: 7-ELEVEN, INC. c/o RYAN, LLC THREE GALLERIA TOWER 13155 NOEL ROAD SUITE 100 LB73 DALLAS, TX 75240 \A//\TC�. COLLIER COUNTY PUBLIC UTILITIES CONTACT: BRYAN FEIR 3339 EAST TAMIAMI TRAIL, STE 303 NAPLES, FL 34112 PHONE: (239) 252-5381 EMAIL: bryan.feir@colliercountyfl.gov C�7ybUy�i COLLIER COUNTY PUBLIC UTILITIES CONTACT: BRYAN FEIR 3339 EAST TAMIAMI TRAIL, STE 303 NAPLES, FL 34112 PHONE: (239) 252-5381 EMAIL: bryan.feir@colliercountyfl.gov PROJECT TEAM ARCHITECT: BATES FORUM CONTACT: WIENER DUBON 502 SW A STREET, SUITE 2 BENTONVILLE, AR 72712 PHONE: (479) 633-9546 EMAIL: dubonw@batesforum.com SURVEYOR: CPH, INC. CONTACT:PAULJ.KATREK 500W. FULTON STREET SANFORD, FL 32771 PHONE: (407) 322-6841 EMAIL: pkatrek@cphcorp.com UTILITY PROVIDERS nu�niC. CIVIL ENGINEER: CORNELISON ENGINEERING &DESIGN, INC. CONTACT: CRAIG L. CORNELISON, P.E. 38039 OLD 5TH AVENUE ZEPHYRHILLS, FL 33542 PHONE: (813) 788-7835 EMAIL: Craig@Cornelison-eng.com LANDSCAPE ARCHITECT: ANDERSON LESNIAK LIMITED, INC. CONTACT: ALYSON UTTER, RLA, ASLA, ISA 4921 S. WESTSHORE BLVD. TAMPA, FL 33611 PHONE: (813) 831-9595 EMAIL: anderson.lesniak@tampabay.rr.com CENTURYLINK FLORIDA POWER &LIGHT CONTACT: SHELLEY BOYCE CONTACT: JOHN BENAVIDES 3530 KRAFT ROAD, UNIT 100 4105 15TH AVENUE SW NAPLES, FL 34105 NAPLES, FL 34116 PHONE: (239) 263-6234 PHONE: (239) 353-6003 EMAIL: shelley.l.boyce@centurylink.com EMAIL: john.benavides@fpl.com CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 FOR E�� 7-ELEVEN ■� 3701 SANTA BARBARA BOULEVARD NAPLES, FLORIDA 34104 COLLIER COUNTY PARCEL I.D. NUMBER: 23945007035 ��d ml ti{ �Q;�� S � ps [7 �� M Odin � .i Le��'ke` ai ��'cest�r ijr ��i{- L � P � � ±� — � bu ' e�sr d I{3 R� .tea . , asu R�di+� Rd ;� � 4�� d �� Radt Rd " � >< � � CO � � �� w � ri � �' 4 �� a .a A �� . � F. ��. PROJEC�'�'�U' �� m r� LOCATION � • � Qt � � � �� fG r� i Know what's be�OW. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. LOCATION MAP N.T.S SECTION 32 -TOWNSHIP 49S -RANGE 26E REVISIONS 02/11/2019 REVISED PER COUNTY COMMENTS. 04/23/2019 REVISED PER COUNTY COMMENTS. 03 07/10/2019 REVISED PER COUNTY COMMENTS. � � � 1 � . � / � \ � CORNELISON ENGINEERING & DESIGN, INC. © 2019 CORNELISON ENGINEERING 8c DESIGN, INC. 38039 OLD 5TH AVE., ZEPHYRHILLS, FL 33542 TEE: 813-788-7835 •FAX: 813-788-7062 WWW.CORNELISON—ENG.COM CERTIFICATE OF AUTHORIZATION 28928 ao 0 �,,�� SHEET INDEX SHEETS SHEET SHEET DESCRIPTION REVISED NO. 1 2 3 C01 COVER SHEET CO2 GENERAL NOTES 1 2 3 CO3 EXISTING CONDITIONS/DEMO PLAN C04 AERIAL OVERLAY 1 2 3 C05 SITE PLAN 1 2 C06 PAVING, GRADING, AND DRAINAGE PLAN 1 2 3 C07 UTILITY PLAN 1 2 C08 EROSION CONTROL PLAN C09 EROSION CONTROL DETAILS C10 CONSTRUCTION DETAILS 1 2 C11 CONSTRUCTION DETAILS 1 2 3 C12 UTILITY DETAILS C13 SANITARY SEWER PLAN AND PROFILE 0 0 SL1 SITE LIGHTING PLAN 1 2 3 L-1 TREE PRESERVATION PLAN 1 2 3 L-2 LANDSCAPE PL 1 2 3 L-3 IRRIGATION P AN COLLIER COUNTY PROJECT HISTO Y TYPE REQUEST NUMBER DATE STATUS ZONING (BERKSHIRE LAKES PUD) RES 08-317A ORD # 83-46 10-28-2008 APPROV D PLAT (TRACT F BERKSHIRE LAKES UNIT ONE) REPEAT RES 95-199 03-16-1995 RECOR D DEVIATION REQUEST DR 20 80 1 5 -- P NDING SITE DEVELOPMENT PLAN SDP PL20180001683 -- PENDING NOTE: THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENT OF RECORD. TYPE OF BUILDING CONSTRUCTION: TOTAL SQUARE FOOTAGE UNDER ROOF: AIR CONDITIONED: NON -AIR CONDITIONED: 7-ELEVEN (UNDER ROOF): AIR CONDITIONED: NON -AIR CONDITIONED: CAR WASH AREA (UNDER ROOF) AIR CONDITIONED: NON -AIR CONDITIONED: GAS CANOPY (UNDER ROOF): AIR CONDITIONED: NON -AIR CONDITIONED: 2 ADDITIONAL FUEL PUMPS WILL BE INSTALLED (EQUIVALENT TO 4 ADDITIONAL REFUELING POSITIONS) NO FIRE SPRINKLER SYSTEM IS PROPOSED ANY WORK WITHIN RIGHT OF WAY WILL REQUIRE A ROW PERMIT TYPE VB (UNPROTECTED) 3,926 SOFT 2,825 SOFT. 1,101 SOFT. 3,058 SQ.FT. 2,825 SOFT. 233 SQ.FT. 868 SOFT. (EXISTING) 0 SO.FT 868 SQ.FT 4,952 SOFT. (EXISTING) 0 SO.FT. 4,952 SOFT. 0 M J W J Q Z J This item has been digitally Signed and sealed by Craig L. Cornelison, PE. On 07/24/2079. Printed copies of this document are not considered signed and signature must be verified on any electronic copies. 00 `��11111/�� Q �� ,� E. �.� R �� •.ti �� m Q� �`` �� ••�'�C E NSF•••!\��'i Z � � Q- . . N � � ;' No. 55433 •; o _ o � �' z _*: :*= o� % � '. STATE OF � � ��0•. M U .� P : �� .c� ••. � O R 1� .� �� F '••......••' ♦ I w Z � O G ��/ � ��I` 24-19 � w � �� iJA;; � CRAIG L. COR�ELISON, P.E. w FL PE# 55433 I` U Packet Pg. 3323 0 w U 0 >, 0 .3 a� 0 w U o , �� , j m E c� rn _ 0 N N N o ' U u.i O z z w� C� .� z� GENERAL 1. IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) BE USED WHERE APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" AS THE STANDARD SPECIFICATIONS FOR THIS PROJECT. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK. 2. IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH IS REFERRED T0, IT SHALL BE PART OF THE STANDARD SPECIFICATIONS ALSO. 3. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK. 4. THE CONTRACTOR SHALL GIVE THE ENGINEER 48 HOURS NOTICE PRIOR TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND OBSERVE THE COMPLETED WORK. THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE YEAR FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH TIME ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE. GENERAL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND UTILITIES AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO SAID FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL DAMAGES RESULTING FROM LACK OF PROTECTION. 2. SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED UTILITY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR EXISTING FACILITIES. 4. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER. BACKFILLING SHALL BE IN LAYERS NOT GREATER THAN 8" THICKNESS AND COMPACTED TO 100 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99-C. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE STARTING CONSTRUCTION. 6. STREET OR HIGHWAY RESTORATION WORK IS TO BE DONE AS PER LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION. 7. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 8. TRAFFIC CONTROL ON ALL LOCAL, COUNTY, AND STATE HIGHWAY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE LOCAL, COUNTY, OR STATE AGENCY HAVING JURISDICTION. BURNING 1. PRIOR TO BURNING ANY MATERIAL ON SITE, CONTRACTOR SHALL OBTAIN PERMIT FROM PROPER AUTHORITY AND SUBMIT TO ENGINEER. DISTURBED AREAS 1. ALL AREAS DISTURBED WITHIN RIGHT OF WAY BY CONSTRUCTION SHALL BE SEEDED AND MULCHED OR SODDED AS SPECIFIED BELOW: SEEDING AND MULCHING: UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP OF ALL DISTURBED AREAS, ESTABLISH A STAND OF GRASS BY SEEDING AND MULCHING IN ACCORDANCE WITH SECTION 570 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER THE SEEDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH FOR AT LEAST 2 WEEKS OR UNTIL THE GRASS IS ESTABLISHED. SODDING: WITHIN THE LIMITS DELINEATED IN THE PLANS, THE CONTRACTOR SHALL, AFTER FINAL GRADING AND CLEANUP, ESTABLISH A STAND OF GRASS BY FURNISHING AND PLACING SOD IN ACCORDANCE WITH SECTION 575 OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL WATER THE SODDED AREA TO MAINTAIN MOISTURE LEVELS FOR OPTIMUM GROWTH TO ENSURE A HEALTHY STAND OF GRASS. SOD SHALL BE ROLLED AND TOP DRESSED AS REQUIRED BY THE ENGINEER. GRADING 1. REFER TO PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING GRADING. 2. THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE, AND PLACE, COMPACT, AND MOISTURE CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT. 3. ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON -COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE. 4. PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED SPOT ELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY. STAKI N G 1. IF CONSTRUCTION STAKING IS PERFORMED BY THE OWNER, LOSS OR DISTURBANCE OF CONTROL POINTS DUE TO NEGLIGENCE BY THE CONTRACTOR WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE. STABILIZING 1. STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE (FBV) OR LIMEROCK BEARING RATIO (LBR) AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN AND AS SPECIFIED BY THE GEOTECHNICAL ENGINEER. STABILIZED SUBGRADE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 160 OF THE STANDARD SPECIFICATIONS. 2. ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. ROCK BASE 1. ROCK BASE SHALL BE CONSTRUCTED PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATION OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH SECTION 911 OF THE STANDARD SPECIFICATIONS. 2. LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 3. ROCK BASE SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS AS SHOWN ON THE PLAN AND AS PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. THE ROCK BASE SHALL BE COMPACTED TO AT LEAST 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180 AND SHALL BE PRIMED. PRIME AND TACK COAT 1. PRIME AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE STANDARD SPECIFICATIONS. ASPHALTIC CONCRETE SURFACE COURSE (ACSC) 1. ACSC (SEE PLAN FOR TYPES) SHALL BE CONSTRUCTED TO THE DEPTH AND LIMITS SHOWN ON THE PLAN IN ACCORDANCE WITH SECTIONS 320, 330, AND 331 OF THE STANDARD SPECIFICATIONS UNLESS OTHERWISE SPECIFIED. SIGNING AND PAVEMENT MARKING 1. ALL PARKING SPACES, WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES, SHALL BE MARKED IN WHITE, RETRO-REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE WITH SECTION 710 OF THE STANDARD SPECIFICATIONS. 2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN ACCORDANCE WITH THE FDOT STANDARD INDEX 71 1-001. 3. WHERE APPLICABLE, ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR WHEEL STOP. PAVEMENT TESTING 1. THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN OWNER -APPROVED INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE, AND SURFACE COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR PAYMENT ON THE ABOVE ITEMS. THE SCHEDULE FOR TESTING THE PAVEMENT SHALL BE AS FOLLOWS: SUBGRADE: a. FLORIDA BEARING VALUE OR LIMEROCK BEARING RATIO (LBR) TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET, OR CLOSER AS MAY BE REQUIRED IN THE EVENT OF VARIATIONS IN SUBSOIL CONDITIONS. b. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET OR CLOSER AS MAY BE REQUIRED. BASE: a. DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET OR CLOSER AS MAY BE REQUIRED. b. ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 12 INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM TESTED. c. IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE SUBSTANDARD ITEM SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET. d. ALL TESTS SHALL BE PAID FOR BY THE CONTRACTOR. SHOP DRAWING SUBMITTALS THE FOLLOWING INFORMATION AND/OR DRAWINGS SHALL BE SUBMITTED TO THE PROJECT ENGINEER AND JURISDICTIONAL AGENCY PRIOR TO BEGINNING WORK: 1. INFORMATION ON THE PIPE AND CULVERTS, INDICATING THE TYPE, CLASS, SIZE, AND OTHER RELEVANT INFORMATION. 2. ASPHALT AND CONCRETE MIX DESIGN. 3. DOCUMENTATION ON ALL OTHER MATERIALS BEING USED INCLUDING, BUT NOT LIMITED T0, FILTER FABRIC, GUARDRAILS, CONCRETE, STEEL POSTS, CURING COMPOUND AND JOINT MATERIAL, INLETS, MANHOLES, PRESSURE PIPE, FITTINGS, LIFT STATION, HYDRANTS, ETC. 4. MAINTENANCE OF TRANSPORTATION "MOT," IF REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE LOCAL, COUNTY, AND STATE GUIDELINES AND SECURING THE APPROPRIATE APPROVALS FROM THE JURISDICTIONAL AGENCIES TO IMPLEMENT THE PLAN. DRAINAGE SPECIFICATIONS 1. STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS. 2. ALL REINFORCING STEEL TO BE ASTM A 615 (LATEST REVISION) GRADE 40 FYP=40,000 PSI, AND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE (ACI) 318 (LATEST REVISION). 3. PRECAST CONCRETE MANHOLES AND STORM INLETS ARE TO BE USED (ONLY AFTER THE ENGINEER'S REVIEW OF THE MANUFACTURER'S SHOP DRAWINGS). 4. STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS. 5. THE LOCATIONS OF STORM SEWER STRUCTURES SHOWN ON THESE PLANS (AND PROVIDED IN ASSOCIATED AUTOCAD FILES) ARE APPROXIMATE. THE CONTRACTOR SHALL STAKE ALL CURB INLET STRUCTURES SUCH THAT INLET TOPS ALIGN HORIZONTALLY WITH PROPOSED CURB LOCATIONS. CONCRETE 1. UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 PSI. ALL WORK SHALL COMPLY WITH THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA. PRECAST INLETS 1. ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE DETAILS SHOWN HEREIN. TYPE II PORTLAND CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 PSI. CULVERT PIPES 1. REINFORCED CONCRETE PIPE (RCP) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE STANDARD SPECIFICATIONS. 2. CORRUGATED ALUMINUM PIPE (CAP) SHALL BE IN ACCORDANCE WITH SECTION 945 OF THE STANDARD SPECIFICATIONS. 3. HIGH DENSITY POLYETHYLENE PIPE (HDPE) SHALL BE IN ACCORDANCE WITH SECTION 948 OF THE STANDARD SPECIFICATIONS. CONSTRUCTION OBSERVATION THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER, AN INDEPENDENT TESTING LABORATORY, AND THE APPLICABLE JURISDICTIONS AT LEAST 48 HOURS PRIOR TO PERIODS OF THE FOLLOWING CONSTRUCTION ACTIVITIES: DRAINAGE a. LAYING OF PIPE (BEFORE BACKFILL). b. ALL DRAINAGE STRUCTURES AND PIPE LAYING COMPLETED. c. CONSTRUCTION AND STABILIZATION OF RETENTION AREAS AND SWALES. d. SEEDING, MULCH, AND SODDING IN AREAS WHERE EROSION IS EVIDENT OR WHERE PLANS SO IDENTIFY. UTILITIES a. LAYING OF PIPE (BEFORE BACKFILL). b. JACK AND BORING OR DIRECTIONAL BORING. CONCRETE a. COMPLETION OF FORMING FOR CURBING, SIDEWALK, AND RETAINING WALLS BEFORE PLACEMENT OF CONCRETE. PAVEMENT a. LINE AND GRADE (CERTIFICATION). b. SUB -BASE (PRIOR TO ADDING BASE MATERIAL). c. BASE (PRIOR TO PRIMING AND SAND SEAL). d. BASE (AFTER PRIMING, SAND SEAL, AND BEFORE PLACING ASPHALT). e. ASPHALT OR CONCRETE PAVING. f. TURN OUT CONSTRUCTION ONTO CITY, COUNTY, OR STATE ROAD (ABOVE INSPECTIONS APPLY). RECORD DRAWINGS 1. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. 2. RECORD DRAWINGS SHALL INCLUDE BUT NOT BE LIMITED TO CULVERT LENGTHS INVERT AND TOP ELEVATIONS OF STORM SEWER INLETS, STORM AND SANITARY SEWER MANHOLES, LIFT STATIONS, WEIRS, AND CONTROL STRUCTURES. A RECORD DRAWING, IF REQUIRED, OF THE TOP ELEVATION OF THE BASE MATERIAL GRADING AT ALL LOCATIONS OF THE PROPOSED FINAL GRADES SHALL BE PREPARED AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE INSTALLATION OF ASPHALT OR FINAL SURFACE. THE CONTRACTOR SHALL PREPARE A RECORD DRAWING VERIFYING ALL PROPOSED GRADES OF EACH STORM WATER BODY AND CONTAIN A MINIMUM OF (2) CROSS SECTIONS IN EACH STORM WATER BODY. 3. THE CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS TO THE ENGINEER UPON COMPLETION OF THE PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT. RECORD DRAWINGS SHALL BE CERTIFIED BY A SURVEYOR REGISTERED IN THE STATE OF FLORIDA. CLEAN-UP 1. THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN, GRADED CONDITION. EROSION CONTROL NOTES 1. THE STORMWATER POLLUTION PREVENTION PLAN ("SWPPP") IS COMPRISED OF THIS EROSION CONTROL PLAN, THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN SPECIFICATIONS OF THE SWPPP, PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 2. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORMWATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN AND THE STATE OF FLORIDA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. 3. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BEST MANAGEMENT PRACTICES SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO THE OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. BEST MANAGEMENT PRACTICES (BMP'S) AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. THE CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY THE PERMITTING AGENCY OR OWNER. 5. EROSION CONTROL PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. 7. CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 8. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND PROPERLY TREATED OR DISPOSED. 9. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DUST CONTROL ON SITE. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 11. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED CONTAINERS. MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES THROUGH THE ACTION OF WIND OR STORM WATER DISCHARGE INTO DRAINAGE DITCHES OR WATERS OF THE STATE. 12. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THE PLAN, SHALL BE INITIATED AS SOON AS PRACTICABLE. 13. STABILIZATION PRACTICES SHOULD BE INITIATED AS SOON AS PRACTICAL, BUT IN NO CASE MORE THAN 7 DAYS WHERE CONSTRUCTION HAS TEMPORARILY CEASED. 14. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED NO LATER THAN 7 DAYS AFTER THE LAST CONSTRUCTION ACTIVITY OCCURRED IN THESE AREAS. REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS FOR SEEDING AND MAINTENANCE REQUIREMENTS. 15. IF THE ACTION OF VEHICLES TRAVELING OVER THE GRAVEL CONSTRUCTION ENTRANCES IS NOT SUFFICIENT TO REMOVE THE MAJORITY OF DIRT OR MUD, THEN THE TIRES MUST BE WASHED BEFORE THE VEHICLES ENTER A PUBLIC ROAD. IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFF THE SITE. 16. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED AS SOON AS POSSIBLE. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE DETENTION POND AND ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORM SEWER DRAINAGE SYSTEMS IN CONJUNCTION WITH THE STABILIZATION OF THE SITE. 18. ON -SITE & OFFSITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BEST MANAGEMENT PRACTICES. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE EROSION CONTROL PLAN AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 19. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 20.DUE TO GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, ETC.) TO PREVENT EROSION. 21. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORMWATER POLLUTION PREVENTION PLAN, SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED BY A QUALIFIED PERSON AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF A 0.5" RAINFALL EVENT, AND CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. INLET PROTECTION DEVICES AND BARRIERS SHALL BE REPAIRED OR REPLACED IF THEY SHOW SIGNS OF UNDERMINING, OR DETERIORATION. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED AND RESEEDED AS NEEDED. FOR MAINTENANCE REQUIREMENTS REFER TO SECTION 981 OF THE STANDARD SPECIFICATIONS. 3. SILT FENCES SHALL BE REPAIRED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-HALF THE HEIGHT OF THE SILT FENCE. 4. THE CONSTRUCTION ENTRANCES SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE CONSTRUCTION ENTRANCES AS CONDITIONS DEMAND. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY 55 CY/ACRE. 7. ALL MAINTENANCE OPERATIONS SHALL BE DONE IN A TIMELY MANNER BUT IN NO CASE LATER THAN 2 CALENDAR DAYS FOLLOWING THE INSPECTION. NOTICE TO CONTRACTOR • THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OBTAINED FROM VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, FIELD MEASUREMENTS. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS SHOWN BY THESE PLANS. • CONTRACTOR SHALL OBTAIN A COPY OF THE SITE SPECIFIC GEOTECHNICAL REPORT AND ADHERE TO ANY SITE/PAVEMENT RECOMMENDATIONS. SHOULD GEOTECHNICAL RECOMMENDATIONS DIFFER FROM ANY REQUIREMENTS OF THESE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER AND GEOTECHNICAL OF DEVIATIONS PRIOR TO INITIATING ANY WORK. ALL REPAIRS ADJUSTMENTS, ETC. REQUIRED AS A RESULT OF CONTRACTOR NOT NOTIFYING ENGINEER WILL BE REPAIRED AT CONTRACTOR'S EXPENSE. • EXISTING PAVEMENT ELEVATIONS ARE BASED ON FIELD DATA OBTAINED DURING THE DESIGN OF THE PROJECT. IT IS EXPRESSLY UNDERSTOOD THAT IT IS NOT POSSIBLE TO ACCURATELY DEPICT ANY AND ALL IRREGULARITIES IN THE EXISTING PAVEMENT SURFACE. BY BIDDING THIS PROJECT, CONTRACTOR ACKNOWLEDGES AND AGREES THAT THE PROJECT HAS BEEN EXAMINED SUFFICIENTLY TO PROVIDE A LUMP SUM PRICE FOR THE WORK AS SHOWN ON THE CONSTRUCTION PLANS INCLUDING MILLING, OVERLAY, SUBGRADE/BASE REPAIRS, ETC. REQUIRED TO PROVIDE THE FINAL ELEVATIONS INDICATED. CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 1 Know what's be�OW. Call before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. 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OWNER: BERKSHIRE ,EQUITY LLC /' / / �� ADDRESS: NAPLE� FL\34104/'' ORB 5041, PG 88$\//' \��`. ;�� TRACT F/ �� x�/�`\•� ` ��<�\ `�`. //''/ BERKSHIRE SAKES UNIT 1/' x��ti ��°` x �\ PB 14s'PGS 118-12�' � �� i `� /� � �`� / `� .'�\ .'/ /' \ /' � O �� / `�� //' \y//' O \ `� . � X� XX i / i �l � '/ >'/ � /�� \ � /' / \ / � / y. �� o. ,� o. // °. °. °. ,�o 0 \�`� �/ ' v � OPEN CUT �`�\ >, 2Q AND PATCH �.</� //'' / � \� `. \�` /' \ /' �'� %'� SITE BENCHMARK # � r� �,� /� � � � �� / 1/ x �� `� %�� ' /' i /'\ /' FGI LEV=9.59 `� � `� /' \ /' \\ TER=7.2S `� / `� /' //' LEV=5.8E ,./ ,� `, � .' .' .y / \ ° • n ♦ '• • • � • ♦ ,• • ♦• ♦ ♦:• . - . .• • ♦ ♦. :• • • • ' `� .��- •, • •-• , w • • • • • • ♦'= • •• - • , .- • .- .� ,� ` ♦•. ,. - ♦ � ��'♦♦♦♦♦♦♦♦♦♦♦♦♦♦y♦♦♦♦♦♦�♦♦�1>��' • �►A♦��♦�♦�♦�♦�♦�♦� �♦At�►�♦1��♦♦1.�� • • � ;' r:+•♦yam'♦:♦:♦�O`♦i!,�i.��s��♦�� - - • - ♦♦♦ � ►♦♦i♦i♦i♦i♦iosy��av��►� v>,�T� ' ►i♦i♦i♦psi ., . �'�r� • ♦i♦i♦i♦i♦i♦�`°i♦i♦i♦i♦♦♦i♦i♦i% ��i♦i♦i � S ♦♦♦♦p♦�,�♦��♦♦♦♦♦°♦•♦♦♦♦�°�♦♦♦♦♦♦♦� ♦♦♦♦♦♦♦♦♦♦♦�i��♦♦1�♦�♦♦♦♦♦♦♦♦♦♦♦♦♦ , � . • • � ♦♦♦♦♦♦♦♦♦��♦♦�1�♦♦♦♦♦♦♦♦♦♦� • • ♦♦♦♦♦♦�♦♦ ♦3♦♦♦♦♦ � . ►♦♦♦♦♦♦♦�♦`��♦�♦�♦'1 �1i � �♦♦♦ ♦♦♦♦♦♦��_ „> ♦♦♦♦♦♦♦♦♦♦♦♦♦O♦� ♦♦♦♦♦♦1 !`°�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦�♦�♦�♦�♦�♦� n♦�♦�Vw��♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦�►♦♦♦♦�►♦♦� ♦♦♦♦♦♦1�♦♦�' h♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦��♦♦� • ♦♦♦♦♦♦♦♦♦♦♦� U♦♦♦♦11�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦��♦♦♦♦��♦♦1� i♦i♦i♦i♦i♦i�"i♦i♦� �i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦�i♦i♦�i♦i♦i`. • ♦i♦i♦•♦.♦i♦i♦i?►�i♦i�i� � i♦i♦i♦i♦�♦i♦i♦i♦i♦i♦i♦i♦i�i♦i♦i�i♦i♦�♦i♦i0 ' • �� / ♦ ♦ �.. ♦`t`9�♦�♦�♦♦ 1�11'A�2;k�r�♦�♦�♦Oyu♦�♦�♦�♦�♦�♦�♦�♦�♦S��♦�♦� �1�•�♦�♦�♦�♦�♦♦� ♦,• ♦ • ♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ • ♦� � ;,� . ♦♦♦♦♦♦♦♦♦♦♦��♦♦♦®!Ir♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦1�♦♦♦1�♦♦♦♦♦♦♦♦♦♦�i♦�♦�♦�`♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� ♦i♦i♦i♦i♦Di��iw�'i�i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ii♦i♦ii♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦♦♦♦♦♦♦i i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i��!Oi♦i♦ii♦i'Oi!�'�!i�i�i�i�i� _ ♦i♦i♦i♦O♦�t�u♦♦�"►♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i�♦i♦i �♦i♦i♦i♦i��i�!��!r.♦<'��►�'s♦, ..r!►♦♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦i♦D.°,�♦i♦i♦i♦i�a♦♦��„� �♦i♦i♦i♦i 1 ► ♦ ♦♦♦♦♦♦♦♦♦♦♦r ♦♦♦♦�'♦♦♦♦♦♦ ♦♦ • ♦♦♦♦♦♦♦♦♦♦�1 CAI ___1�9�,!,��,►�♦ilz�>♦,��;)�?!>♦♦♦♦�►�♦♦♦�►♦♦♦♦�♦♦♦�4w'�®�®�®`��'.♦� _♦�♦♦♦�♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦0�♦♦♦♦♦♦�►>♦♦♦♦♦♦♦♦♦♦♦♦�♦♦♦♦♦� �A.•i�i�i�i� I��ay�a��i��i�i��i.1`�`�s�y��,�:... 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TO�✓=11.0 .�PALMI�,� 0" ��( T I `L I ,� � � � � II CYP ESS � t°�'� T� R�9 �'OP� OF TER= � b � xi II � �y%O" rAun, ,v I I I II � � ° � o� �^,�'� �Q�� 8T�E2E5145 r '�� .y . r� �BBAC(E � I ��, �� CV 1 �p �s � � J �,� Z n ��K �Ls ° r:�� '� o`� �► �� A .y,10 o� I I III X6"CY�EREM(� E� �'� ` t � OAK ELEC TRANS 5 -4"c OAKv x A�B` � � M � xx I I I II .� AREA x �- �s s"c S 89'52 59" W 4'-6"c �Lti' 166.47' x I (� S 89°52'59" W 266.4T REMOV IS NG - - I N (,,tip {I�, � I � � I� I I LIGHT POLE (TYP) I o x ,�� x �i � I of II 10 PARCEL #23945007048 sMH EXISTING CAR � °O o� OWNER: BERKSHIF� EQUITY LLC `�`� TOP ELEV=11.46 .��' � WASH, EQUIP, ETC. �,� � 21 � � � � L�---ADDRES-��P �S-�L-341�4-14� oF�vATE�FI,E�L=B.�r� �----------��---- - a� --- � � � � �I '� ' BOT ELEV=9.35 METAL LID Tf�REMAIN-�j x T �� ; o' UTI ITY & I� I I ORB 5041, PG 888 sMH TOP ELEV=11.91 RI �RIGA ION ESMfT -' TOP ELEV=11.33 ��► � )RB 1 65, PG p476 I II � TRACT F TOP OF WATER ELEV=9.23 (UNABLE TO BERKSHIRE LAKES UNIT 1 BOT ELEv-^ �� OPEN) � N I III � � PB 14, PAS 118-12��' _ � N 89'52'59� '� 166.47' �� `'� - - - _ � 6� - - ��o �� o. °ti ti �� x. �� ti � x oo � � � � PARCEL 23945007022 � � �� w x �` x# �' #'`�' I II ��x °�° � �°�� 1�' x� OWNER: FI� H THIRD BANK' � , e x�� x� ,moo°` ,�O � ,�0� `L x '�'� � x ,�° x x � ADDRESS: 3775 SANTA BARBARA BLVD o^. NAPLES, FL 34104 ORB 3943, PG 3446 �ti �. x I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I d HYDRA�JT ASSY. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I W o� Quo Q Q� °° .. ryM� U W � J OI � m Q � = m CL M � D_ � W �� ow L o i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �i1oo' I I I I I I I I I I � DEMOLITION�PHASING NOTES: °� Z N N - � tD 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL EXISTING Z � � z M � � ABOVE -GROUND, UNDERGROUND, AND ON THE SURFACE STRUCTURES AND � � ,'� v-, � olo � � UTILITIES AGAINST ANY CONSTRUCTION OPERATION THAT MAY CAUSE DAMAGE TO � W '~ o w °r° N SAID FACILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSEQUENTIAL � W W � � � � o zo DAMAGES RESULTING FROM LACK OF PROTECTION. Z � �% c� J oo c:i � � �}j�WN 2. SOME, BUT NOT NECESSARILY ALL, EXISTING UNDERGROUND UTILITIES ARE 0 � W w = � z o SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY � W A z w o � N VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL � w w � wQ � DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE z Q o``'o � wo COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND I\ o = j � w ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE , � � � Q TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. � o i � CONTRACTOR SHALL NOTIFY ENGINEER OF ALL DEVIATIONS. � o M_ `-' 3. THE CONTRACTOR SHALL GIVE ADEQUATE NOTIFICATION TO ALL AFFECTED o o � � UTILITY OWNERS FOR REMOVAL, RELOCATION, AND ALTERATION OF THEIR o � � EXISTING FACILITIES. 4. WHERE ENCOUNTERED, UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AND AREA DETERMINED BY THE ENGINEER AND BACKFILLED WITH CLEAN GRANULAR SAND OR SELECT MATERIAL APPROVED BY THE ENGINEER. � BACKFILLING SHALL BE IN LAYERS NOT GREATER THAN 8" THICKNESS AND Z COMPACTED TO 100 PERCENT OF THE MAXIMUM DENSITY AS DETERMINED BY LLJ AASHTO T-99-C. 5. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS W BEFORE STARTING CONSTRUCTION. Q 6. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF Z THE LOCAL, COUNTY, OR STATE AUTHORITIES REGARDING CLOSING OR Q � RESTRICTING THE USE OF PUBLIC STREETS OR HIGHWAYS. 7. TRAFFIC CONTROL ON ALL LOCAL, COUNTY AND STATE HIGHWAY � RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM � TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE � LOCAL, COUNTY OR STATE AGENCY HAVING JURISDICTION. O � 8. EXISTING MONITORING TO BE PROTECTED DURING CONSTRUCTION ACTIVITIES. (� ANY DAMAGED MONITORING WELLS SHALL BE REPLACED AT CONTRACTORS J EXPENSE. � Q � � � U 9. EXISTING UTILITY IMPROVEMENTS TO BE ABANDONED IN PLACE SHALL BE � � PARTIALLY REMOVED, CAPPED OR PLUGGED, FLUSHED CLEAN, AND FILLED WITH � GROUT OR PLOWABLE FILL, AS REQUIRED. � w W // I U � / 10. ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, Q � MAINTENANCE AND RESTORATIONS OF ABOVEGROUND IMPROVEMENTS PERMITTED 00 WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE � � GRANTOR, ITS SUCCESSORS OR ASSIGNS. � Z I I SOIL MANAGEMENT � J I � I IF IMPACTED (CONTAMINATED) SOIL IS ENCOUNTERED DURING CONSTRUCTION ACTIVITIES � O 1 NOTIFY THE GEOTECHNICAL ENGINEER FOR SPECIFIC RECOMMENDATIONS. 0 1 � � � � 1 1 LEGEND w � Z 1 I v� � W O 1 J z ~ 1 - � EXISTING STORM PIPE Q 1 z � > Z 1 - -10 - - - PROPOSED CONTOURS � m � a U 1 +o.00 EXISTING SPOT ELEVATION w W m Ur 1 � z � m � Z 1 - - - -SS - EXISTING SEWER PIPE � w � z � 1 � J � V� 1 - -WM - EXISTING WATER PIPE o W w x 1 o 0_ ti M = � LJJ 1-x-x-x-x-x-x-x-x-x-x-x- REMOVE EXISTING (UTILITY, STORM, ETC.) 1 � EXISTING STORM INLET m m � m o 1 � SITE BENCHMARK LOCATION w � � z Y 1 1 � Q° Q cn� o v Q> o w w� U v SITE BENCHMARK LOCATION cUn II 1 x REMOVE EXISTING (STRIPING, LIGHT POLE, TREE, ETC.) rn rn rn 1 CV CV CV 1 EXISTING CONCRETE � � (MCI � Q � N O � O ti O REMOVE EXISTING PAVEMENT I I I I UNLESS OTHERWISE INDICATED ON PLANS, EXISTING ABOVE AND BELOW GROUND � STRUCTURES, UTILITIES, APPURTENANCES, w w w I PAVING, BASE MATERIAL, LANDSCAPING, ETC. ' WITHIN THE PROPERTY LIMITS TO REMAIN o 0 0 I � � � I Z Z Z I � � � I 0 0 0 I I W W W I I � CL CL CL O� � � w w w � � � � I > > > > I � i LLI � w � w � w � I I I I I I I I I I I CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 1 Know what's b@IOW. CaII before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. ��©© O� II//�� N LLi ``��11 O � / .... `� �� ••.N � • • M W 6•�� n �p;� � O O:J►_ LJuz _ U ; w �;c� Z Q O:O � OQ ` cJ • •l!�li ♦ (�O ',�� w � 11 I 1 � �``` � DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER CO3 Packet Pg. 3325 � U � � 3 O � U � Z >, � o i � ti � ,a �� o �' :� O � U L Ln � a C O C U � ca N c m � � �� z �� m � c� n3 � ,s crs m �, �� c � i� w ,s r` o � U 0 rn �_ � .3 � * � •� yy I T � � � � � /M 7 / �` � � � � � \j0 PARKING \ \ \FIRE LANE \ /" `�� -----1--y--�--�-�- �-� I O Z � •• J G7 ♦ • ♦- 121, gs. � // I � ■ - _ C3 / S 89°53'21" E 44.98' i / PARCEL #23945007048 I _------------__-------------_-------------� � OWNER: BERKSHIRE EQUITY LLC � _ _ _ _ _ _ _ ADDRESS: NAPLES, FL 34104 I �� N 89°52''59" E 39. / / ORB 5041, PG 888 ��,,, � � / II � // TRACT F o �+i '� / BERKSHIRE LAKES UNIT 1 � � ---------- --� /��-----�- j-----�-----------� PB 14, PGS 118-120 G ___ ��_ �-------�------ _ S 66° _ _ _ ■ _ � � t of ■ \ f r -� \\ � � I / I I.�r� Gg f� J �� y �� ,�� 1 II �\ �\ // � � � Ir! \\ \ 1\ ,, .. 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T � _ �- wi+ / ORB 4678, PG 78 I FGI - TOP ELEV=9.34 N TOP of WATER=7. A PORTION OF TRACT I, � BOT ELEV=5.53 BERKSHIRE LAKES UNIT 1 O PB 14, PGS 118-120 � \ STRIPING IN THIS AREA T00 FADED TO DEPICT � SUBJECT PARCEL ��I \ COLUMN O CONTAINS 74,992 SQ FEET - �O � OR 1.72t ACRES � I \ / �� I � � � ;�k I GAS PUMP (TYP) A� BOLLARD (TYP) �/ -------------- II I /� �� II I / \ I � � f�'y�KKx�' / 1 ,1 t}C f /-� j / " ------ ___ � V -------- --" % SST) C 1 _ j� 100.00' �r i / /� i�, v° _ � 0 Q DUMPSTER PAD � ,� 7' WPF _� S 89°52'59" W 266.47' PARCEL #23945007048 OWNER: BERKSHIRE EQUITY LLC ADDRESS: NAPLES, FL 34104 ORB 5041, PG 888 TRACT F BERKSHIRE LAKES UNIT 1 PB 14, PGS 118-120 N 89'S2'S9" E 166.47' PARCEL #23945007022 OWNER: FIFTH THIRD BANK ADDRESS: 3775 SANTA BARBARA BLVD - NAPLES, FL 34104 ORB 3943, PG 3446 II II ;� ~� II �i,,,l`, I \ ■ PBX ELEC ,••••••� 14"CABBA\ PALM I I `� to 0 I I i� fTl I I N I I� w I -. 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Q CV coo � �_ � L U3 0 :� � .� -� U Z� Q J � � N 0 W °- H Q � U � Q w N J � w z ° �o r` o �' E U .N c� O � U �> � � � o C o U � U � w a � Z � � t > � m � � � ca � Q L m a, � � c -o cn �� Q � U �o � U 0 � L o N o E - crs � E �� o �� z3 ca � p � - - - -1� �Ey„ FIRE �E �� t I Ib.UB' �� BER HIRE COMMONS ---------�� •----------- ENT DRIVE (PRIVATE) ♦�� •�� - 1��: �� ------��1 ��------- •��• II - - - •'(�r� - - - I_L � - - - - "C" - - - - ��S• - - - - - - - - - - - - - - e �1I \ UTILITY EA ENT PE 02 o . N SJZ E II II ORBRB 75 PG 536 TE SIZE & POSITIO SHOWN) \� , i"i� 1 n - - --(APPROXIM - - - - - - - s� - rt-- 2 ?� �G mow. o o �. � �. .% � ,' c� ?� ' �� .� .�. �� ' I I�> �� ,. ,,- �'�� ' dOlS .' � �' R1-1 ��'� ��'� TYPE D CURB (30"x30") ' '' �' (TYP) PER FDOT ��'�� .'� �� INDEX 520-001 �' � , .� .'� �' � ��' � �' I a . - � °' ��' �� '' � �' � �' y� �' � R 1-1 (30"x30") ' �-� �'' .' � \ '� ��.' _ _88.41' S89°54'07"W 6" INTEI ��' �' �' oo CURB '� '� \� SIDEWALK I .'�� '�� 24" WHITE ^� �'� v'' STOP BAR �. � ��'� �'' �� i' 4 CONCRETE '�IDEWALK W/ ��' �/� �% � ,� ��s, STAMPED BRICK TTERN (TYP) �� y' � � RAMP '' ' a C NCRETE SIDEWALK TYP) //�^\ //��' ' � ' � '' .'' .>' E S9.32' a �� a a a �'C �' \ Z Y U �� i' �� •' o m CONS ��'' o w FDOT � .< �'� � 515- .' � .' � � o j c� �'��/ /y��/ � J / �� i � � � � m 1.61' /�� PROJECT Q N (TYP) ��' PARCEL #239450070�8 BOUNDARY (TYP) � o �. OWNER: BERKSHIRE EQUITY LLC �' co ADDRESS: NAP)<ES, FL,34104��' � ORB 5041, PG 88$)��' 6" I TEGRAL � B(TYP) TRACT F � SIDEWAL ,''�� BERKSHIRE��AKES UN�LT 1i m � 1 PB 14.�'PGS 118-12�' N w °25:33 ° ZONING`�11D C � � � L_�� 10' LAND USE�28 - PA�KING.LOTS � o , a, � a a aJ '2 3' � �' � / �� \ � .'� �'' _ /C� /�� .' �� ' �� '` PROPOSED 1 'x20' D �.'� ��'� �� LOADING ONE � o �'�� ' CLEAR SIGHT �� z '� � � �� ' T IA GLE (TYP) � '� y. �� . �'C i i �. i � �� ' � i iy'�� 9°54'07"E ��' R1-1 - - - '� �� (30"x30") 8 0' .'� � � � '' �'.'� y. �� .' � �' .' 1' � � ��s, ' �� ' �� I 5 � �� .' y. / � � , �'� �' �� cn o ��.' ��.' I � TYPE D CURB //�� iy�� (TYP) PER FDOT /� \ INDEX 520-001 .' � '' � II PROPOSED LIGHT POLE / � SEE SITE LIGHTING JJI PLAN FOR DETAILS) �_ _� C 100.00' �' �( - �11 LEGEND: PROPERTY LINE � � INDICATES NUMBER OF PROPOSED BUILDING PARKING SPACES IN ROW - LANDSCAPE BUFFER O FDOT CURB RAMP TYPE PER FDOT INDEX 522-002 BUILDING SETBACK PROPOSED CONCRETE PROPOSED ASPHALT CONCRETE W/ STAMPED BRICK PATTERN INDICATES DIRECTION y OF TRAFFIC FLOW � INDICATES A RAMP �S 773428„ E `_ �- �- �� - orn u�znn�nn�nno � � � o� � �oz / V� I�D mN v / ■ ■ ■ / ■ ■ i ■ ■ Q' � S 89°53'21" E 44.9y �� ■ ■ - T ■ ADDRESS: NAPLES, FL 34104 � _NT "c"� 6" YE OW \`\\�.ORB�56�41, PG 888 �an�a�95 (�� I PG 150" I1 3 536 7" TRACT F '-__ Q1QCCe slz- � BERKSHIRE LAKE-llrl_IT 1 ```�� / ZONING: PUD \\\�� ````` ``\`��-- s sso LAND USE: 28 -PARKING LOTS '�,,\ ``��-�,_ _ - _ _ _ - ,9 F '��,,, i ] wl\\ � ,8 `\\J� � (� \II \ `\\ 0� BERKSHIRE � �� -- �_ - - ................,,,.. FOR SALE SIGN �r tXIJ I IN(i (.:AK WAJI-I dOlS, PARCEL #23945007 48 EQUIPMENT WITH SCREENING -- OWNER: BERKSHIRE EQUI 0 R1-1 ---ADDRESS: NAP�� 341�4--��9�-- I I ORB 5041, PG 888 I I � TRACT F BERKSHIRE LAKES UNIT 1 PB 14 PGS 118-120 N 89'S2'S9" E 166.47' _ _ _ ZONING: PUD � � PARCEL #23945007022 z � LAND USE: 28 -PARKING LOTS OWNER: FIFTH THIRD BANK 0 ADDRESS: 3775 SANTA BARBARA BLVD NAPLES, FL 34104 ORB 3943, PG 3446 ZONING: PUD LAND USE: 23 -FINANCIAL INSTITUTIONS Pierce Quantum 95' Aerial - Collier Overall den th Overall Widt� Overall Body Height Min Body Ground Clearance Track Wldth dock -to -lock time Max Wheel Angle FIRE TRUCK DETAIL 48.500ft 8.333ft 9.851 ft 0.920ft 8.333ft 6.00s 45.00° to 10' UTILITY & LL frl IRRIGATION ESMfT ORB 1665, PG p476 N II I� I I 0 20 40 SCALE (IN FEET) I EXISTING ACCESS (TO REMAIN UNALTERED) ExISTING � F+RE I HYDRANT I I I I I I I I I I I I I I I I I I I � I I I I I I I I I I I EXISTING i I FIRE HYDRANT � \� // / / \ � I � / \ \\ � � � I � � � 1 1 11 � � I I I I I I I I I I I I I I 1� � I �1 I I 1� � I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SITE DATA PROPOSED BUILDING USE: SITE AREA: PARCEL ID NUMBER: EXISTING ZONING: OVERLAY/SPECIAL USE: FUTURE LAND USE DESIGNATION: TOTAL BUILDING AREA: PROPOSED FAR: MAXIMUM ALLOWED BUILDING HEIGHT PROPOSED BUILDING HEIGHT: FLOOD ZONE: BASE FLOOD ELEVATION: CONVENIENCE STORE WITH GAS (USE CODE: 26-SERVICE STATIONS) 74,992 SF (1.72 AC) 23945007035 P.U.D. (ORD # 83-46) NONE URBAN RESIDENTIAL 3,926 SF (2,825 SF UNDER AIR/1,101 SF NON -AIR CONDITIONED) 0.052 50' 18'-8" (SINGLE STORY) FLOOD ZONE X AND AH 10' (NAND 88) IMPERVIOUS AREA CALCULATIONS: EXISTING IMPERVIOUS AREA = 66,743 SF (89.0%) PROPOSED IMPERVIOUS AREA = 51,586 SF (68.8%) PROJECT AREAS: BUILDING AREA: 3,926 SF 5.3% PERVIOUS AREA 23,406 SF 31.2% NON VUA IMPERVIOUS AREA: 3,629 SF 4.8% VUA AREA: 44 031 SF 58.7% TOTAL ACREAGE: 74,992 SF 100.0% LANDSCAPING: LANDSCAPE AREA PROVIDED: 23,406 SF (31.2%) 0 REQUIRED BUILDING SETBACKS: DIRECTION REQUIRED PROVIDED NORTH: 40' (SIDE)* 25.55' (TO EXISTING CANOPY) SOUTH: 40' (SIDE)* 16.80' (TO EXISTING CAR WASH) WEST: 40' (REAR) 61.22' EAST: 50' (FRONT) 69.26' (TO EXISTING CANOPY) � � � � � �� BUILDING SEPARATIONS: PROPOSED BLDG. TO EXISTING CANOPY = 65.64' PROPOSED BLDG. TO PROPOSED DUMPSTER = 10.00' PROPOSED BLDG. TO EXISTING CAR WASH = 78.24' \ EXISTING^CANOPY TO EXISTING CAR^WASH ^ 20.63� REQUIRED LANDSCAPE BUFFERS: ee DIRECTION REQUIRED PROVIDED NORTH: 10' ROW (TYPE D) 8.67'* SOUTH: 15' ROW (TYPE B) 15' EAST (SANTA BARBARA BLVD.): 25' ROW 14.34'* WEST: 15' ROW (TYPE B) 15' REQUIRED PARKING: CONVENIENCE STORE 1 PER 200 SQUARE FEET PLUS 1 FOR EACH 2 SEATS PROVIDED FOR FOOD PATRONS. PARKING REQUIRED TOTAL INDOOR BUILDING = 3,058 (EXCLUDES CAR WASH) PARKING REQUIRED = 3,058 SF / 200 = 16 SPACES TOTAL REQUIRED PARKING = 16 SPACES PARKING PROVIDED: REGULAR PARKING SPACES: 18 SPACES ACCESSIBLE PARKING SPACES: 1 SPACES TOTAL PARKING PROVIDED = 19 SPACES BIKE SPACES REQUIRED IS 5% OF REQUIRED PARKING 5% x 16 = 1 SPACE (2 PROVIDED) LOADING SPACE REQUIRED IS MINIMUM OF TEN (10) FEET BY TWENTY (20) FEET IN SIZE. U � z�� N O (HMO rn � W � w�a00o � � � � U=�U~ �}j�WN 0 � W w=�z0 VW�1zw o= (,HIV N� Z J ww�w¢ >�,zll zQ��o I\ �=��w w�o00p�Q � � I � OpM � U � � M U p O J cV � � 0 Z Z C� U J c� Q ap U C� � o w w � U 00 0 �/ � 0 M WJ J � �w J a Qz Zo J 1 op a o' w w m Q z % m g J z � W w c¢n W � � � � = C/� W � M (!) � � m *DEVIATION REQUEST: p o } m m � A SITE PLAN/DEVIATION FOR REDEVELOPMENT REQUEST (PL 20180001785) IS BEING SUBMITTED CONCURRENT WITH J o � � v THE SITE DEVELOPMENT PLAN FOR THE FOLLOWING: Q z � � Q � w � U cn W �� 2 � cn Q p U p w (� U • RIGHLANDSCAPEBBUFFER •• WNDTHAALONG SANTA BARBARA BOULEVARD (5.05.05(E)(1)(A) •• 3' UNDULATING BERM ALONG SANTA BARBARA BOULEVARD (5.05.05(E)(1)(B) � � � • SITE DESIGN REQUIREMENTS CV CV N •• MINIMUM SETBACKS (5.05.05(B)(1) w � � N O Q p N o � 0 ti 0 EXOTICS SPECIES: ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND IT SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY. (COLLIER COUNTY LDC 3.05.08) PROPERTY MAINTENANCE: 7-ELEVEN, INC. (APPLICANT) IS RESPONSIBLE FOR MAINTENANCE OF INFRASTRUCTURE WITHIN PROJECT AREA. RIGHT-OF-WAY PERMITS: "PERMIT TO PERFORM WORK AND / OR MAINTENANCE IN PUBLIC RIGHT-OF-WAY" IS REQUIRED FOR WORK WITHIN � � � THE R.O.W. ON PUBLIC ROADS. w w w NOTES: � � � 1. A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS O O O WORK, UPON COMPLETION OF WORK. 2. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED � � � WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY." ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. � � � 3. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF COLLIER COUNTY AND THE FLORIDA O O O DEPARTMENT OF TRANSPORTATION, WHERE APPLICABLE. 4. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE cn d d d CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER z0 p p p REGULATORY AUTHORITIES. � � � � 5. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE BEGINNING j > CONSTRUCTION. � w w w 6. UNLESS OTHERWISE INDICATED ON PLANS, ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB AND/OR CENTER OF � � � STRIPING. 7. ALL BUILDING DIMENSIONS ARE TO THE EXTERIOR FACE OF CMU WALL. 8. MAINTENANCE OF TRAFFIC (MOT) SET UP MUST BE SUPERVISED BY A CERTIFIED MOT PERSON. z � N c� 9. AS -BUILT PLANS CERTIFIED BY A LICENSED SURVEYOR ARE REQUIRED BY CONTRACTOR AT TIME OF COMPLETION. GRADING, p� UTILITY, AND STORMWATER AS -GUILTS ARE REQUIRED TO THE ENGINEER IN BOTH SIGNED AND SEALED PAPER FORMAT, AS WELL AS ELECTRONIC AUTOCAD FORMAT. AT A MINIMUM, THE GRADING AS -GUILTS ARE TO INCLUDE ALL CENTERLINE HIGH POINTS `� � AND LOW POINTS, CHANGES IN GRADE, INTERSECTIONS, PAVEMENT AND SIDEWALK GRADES AT HANDICAP RAMPS, HANDICAP � � � �/� � �� /� CV wj PARKING SPACES AND ACCESS AISLES, HANDICAP PATHS OF TRAVEL, AND ALL GRADES AS INDICATED ON THE PAVING, GRADING, �� c� O N �� •'•.•��/j �I�� a �,.� AND DRAINAGE PLAN. UTILITY AND STORMWATER AS -GUILTS SHALL INCLUDE LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL �� .��.••'• APPURTENANCES, INCLUDING, BUT NOT LIMITED T0, PIPES, MANHOLES, VALVES, ETC. � �, •. `J � Z � O 'n 10. ALL PROPOSED SIDEWALKS AND HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODE. ` � : c� w Q.�;�y i � � CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS. � O ; � � O O J �_ I j z 11. SIGNAGE LOCATION SHOWN FOR INFORMATION ONLY. SIGN COMPANY SHALL VERIFY SIGN LOCATION MEETS APPLICABLE CODES = U � w � � � : Q - � a AND SUBMIT SIGN PERMITS AS NECESSARY. SIGN COMPANY WILL VERIFY SIGHT LINES BASED ON FIELD CONDITIONS. Z - � � O 12. NO OBSTRUCTION SHALL BE PLACED WITHIN ANY SIGHT DISTANCE TRIANGLE. i � �) O � � Z : � � � � � U � 13. ALL DISTURBED AREAS IN RIGHT-OF-WAY SHALL BE SODDED. � •�• � J 14. LE 0 ER E DIC ED L TI ES A B 0 ED ND G UN � ��I' cJ� • !`� �� O 15. ALL SID AL S WI L B 6" IN THICK SS ALONG A WI HIN HE IGH -OF-WAY FOR ALL COU TY MAIN AINE RO DS. b.�'•• ••'•�•O� �� Q � 16. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT THE SITE MEETS ALL MINIMUM REQUIREMENTS OF THE LDC SECTION �j � C '��11 P� �� 5.05.05. I1��` U 17. THE APPROVAL OF THESE CONSTRUCTION PLANS DOES NOT AUTHORIZE CONSTRUCTION OF REQUIRED IMPROVEMENTS WHICH ARE INCONSISTENT WITH EASEMENT OF RECORD. 1 Q THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONES) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD B.F.E MAP EFFECTIVE ZONE (NAND) COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X/AH 10 COLLIER 120067 0413 H 05/16/2012 12021C0413H COUNTY CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 • / � 1 Know what's b@IOW. CaII before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C05 Packet Pg. 3327 0 w U 0 .� 0 3 m 0 W U 0 .� C c W 0 .� 0 0 m a 0 N a 0 L o �� o U °- E E � s? � M � _rn O Q N � Q N � .. � L o � U o :� � .� -� U Z Q � � o 0 a C� Q � 'U cn Q w N J � a z ° o � � o �' c .� O � U � � � o s= o U � U � � � w a � Z '� � t > � m � � � c>3 � Q L ca � m � � � c -o ca � �_ Q � U o � U o � L o � � N o E - ca C :� � � o �� c,3 N 0 � v I 0 20 40 � SCALE (IN FEET) ti° o°` ti° � �`° '� x° 0�..,, °1�' °�� ,�'� / x'�°� °�� ,�°�� ,BUJ ,��J ��'�(3�tij� l� �� °ti ��jo PARK `� \T��E '`tom•• �F � - �•� � �� '� SITE BENCHMARK # � � ♦• •♦♦ � SITE BENCHMARK #1 I I ,"� x _� o o� TOP OF PK NAIL &DISK J � °� 00 �•♦••10�' N �10°07'01" W xo xTOP OF PK NAIL &DISK x °� xx° � '�= WITH "BM" LB #7143 I � D x° ^O � ♦ °---------x° 1.88' x WITH "BM" LB 7143 x°' I I � _ 7 ------------ ♦ '� o # S "� ELEV = 12.47 (NAND 88) � �------�♦ ♦♦♦ �-- �.° ELEV = 9.93 (NAND '88) ` � 73q,�cPB" m N � � o •• •: •� �� (REC 10/3/18) I I � -�- � E % `-' �, � • • ,�0 12185, �� a� ■ ti. x-----------x -------------'�------------'s--�---------x-------------x------� 1 0 ■ �• •♦ I I � __ �� 17 S 89°53'21" E ° 44�9 � i •�•� •i _♦ I I _ _ _ �- - - - - - - - - � �`\��,;� _, wYNERR BERKSI�-IRE EQUITY LLC x� �6 �o ` x� - ` "� � ,�ti° i - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ ••• _ _ _ L1 x° o / �_; QC3R�ES�: �4PLES, FL 34104 x.,�' '� ■ x ■ O� - - - � � - - - - O-�� UTILITY EASEMENT "C" x o , „ . UTILITY EASEMENT "C" / �� ORB �b6.41,,PG_888 � °0 �„� ■ ■ o � � � � � ��r o \ PER ORB 1648, PG 1502 o N 89 5 59 E 54 PER ORB 1648, PG 1502 / j,l�� T p. � `\ ` � �, J ■ x�` ��° I � xx ORB 1758, PG 536 ,�o�O ORB 1758, PG 536 �\ �j� __` Xx xx 0 ■ x�o � ° (APPROXIMATE SIZE & x xx° �� ° (APPROXIMATE SIZE & / �RKSHRE LAKES-llellT 1 ��'-_�ti __ x11 II xxx 10 II POSITION SHOWN) �� ° POSITION SHOWN) / °. _, ` O j xxx ■ xxx � o � �"- - - �- - - ° � - - - - - o PB 14, PGS 118-12a'�_,\ x� _, ■ ■ °�' � � / METAL LID s? � / ��\ x � - - - - �'�� I ■ ■ �� x Zvi o�Ev=1o.42 � s2y�. / '�`� `�,_ \x % �� xx0 J� � ■ i � i / TO OF WATE - x � �` ti a xx° � � � ` � xxx ] � I\� ■ ■ � � i I BOT 8 91Y ��_ J 0 � �� ■ ■ .� % � \`� �` \`�` i'�' i<� '' � � 6 x / `1 �O �� OVERHANG xxti xx � � II ■ �� ■ ^�1 \`\ xo,. \I\1 ITT � �O � ��<\ � � x�. x0. x0. x x�. x � BERKS�E f �� ■ x � � x � � ,,\ x � �o (MATCH EXISTING SLOPE) COMMA 5 SIGN FOR SALE SX�pY' ■ ■ �\ / `` I rl. <"�..�� \ .'� / � x'`°� x�'� � �° CONNECT TO / �� x �� ■ ■ ��\ / �� i l �,\ �Y. \\ ��. ) �/ �g� ,06� ,, '� �x'`�� EXISTING PIPE � / \� - - - - - - - �%/ i i �� `� � �'> TOP ELEV 9T46 � ^j0/ / � � xx° � (EACH SIDE) xxx I � ■ `� `� ��'\\ �� TOP OF WATER ELEV=6.21 / / � '� xo �� S 6 ,4� 1 I ■ ■ ` \ / / ` \ � \ / � 90T ELEV=5.15 I �� /1 \ x � �J \ -- ---- ■ y � TYPE GINLET / / � �� Pis 26"�E � -��- -- x --- x � ■ .� `�/`�\ \�`\ �'�/ �' � � PER FDOT IN EX 425-053 ° /'� � \ °��' o� � x �� °■ ■ k \ �°/^\\ � //� \ 00 6 �� \ n� O rL xOh x,� ° J J�®�� \ h R �4 \ J J� 2 � ,L ■ ■ xx `. ° "� � TOP ELEV = 9.3 ° � `�i" i ,( �� a J �� J J �, � ■ ■ ti°` `� x°j�/ `�\ x0' /�� °�� i� x�'� x�' `� '�1 �� INN = 4.98 I x "\ \ Pf'iESS/ i II xx '��. '�`c st�,'x \ x SS x SO o . . / � ■ ■ `� � �'' `� � °� W. INN = 4.96 / io^�� I �° o � � � �� N 89 52 E __ 5 __ � � ■ ■ �� \�� `. '' �� - `� INN = 4.96 �h� ��PR � � � a a x x O\ a ° _ �. a d a x \ � \ � � ■ _ _ I �" � � °c � �°�x ---- _ _ � � �t ■ �/ � � \i ,y0, a \ � Q)7 JJ JO JJ JJ . S. � � � J xx .9 0 \ '�� a � ■ j �. �. `� �' �' S4 LF 30" RCP p• 0, � � �>•� .-- � •9 A •O O � ` x J9 � \� ■ �` / \ CD \(+ O� EXISTING CO L Sl'�UCTURE o'` o� � � ` oti rx \\�'S� �\ \\\ ` 01 � // /�''// / �'�° 0� � _/ 8 �'�� x �� r7 �� O yx(TO REMAIN) \� xxx °� O xx0 V y \0 \�O STOPx�C� RIGHT �p� 1� x�;\\ � xx`L. � 8 � �\ TURN oN�� sIG �ti' x Fa• � `\`� T� FGI �'C �� FGI _ _ - - - -x^ - ��1 I `\xU` �`�'• x%� �. �j,0■ `� / �` TOP ELEV=9.37 /' \\ �'' TOP ELEV=9.35 9' ADJUST TOP AS NECES _ �\ \ / `. roP of �i �-�/� IST1N M = 4.67t x � °�; � \ \\ �kx � � � / � TOP OF WATER=7.27 \ � � TOP ELE TOP ELEV = 9 80 \ ' \i � � i TOP OF WATER=7.25 1 \• � ", �\ �\ BOT ELEVr�5.28 � � BOT EV=4.5 �� xti' `/ i BOT ELEV=5.04 Oj• T =i - BOLLARD (TYP) ,��" 1 30" CP oT E 7 S. INN ELEV - 5.17 (18" RCP) PUMP \ ` x CYPycEs< x° Pex �� \\ �` - - �� '�\ /� - 1 --^ - ^ � Off, 0� �D W. INN ELEV = 5.09� (30 RIOP) � �`� TOP ELEV=9 081 \\ \ � � ti'� \1 � / � \ D - i - - - - D � - D - D - D - - � STREET LIGHT \``� / \�`� �''/ \\y''/ � �p�1p� � �O MLIAL LID � 0�"� � ° O I , I \ti NW INN ELEV 10T ELEV=6.93 \ � O � 1 �� `� 'S '' ''"� OR�O h� `L �1 � x0 UN BLE TO '�� p°' � °�' °_ � � 00 °�� 1� �° `b4i °''� '�1� Ix'L' II � 0 T � rx i'C h � x x°' / x ° , 0 N '? 0 � xx xx xx �° � xx '`° � '`° Ix'7 x x � x �� p' �X T # x ,, x x x x l \�� x / � x �'� \ � '� -'/C NN CT TO 18 LF 30' CP 28 LF 18" P o�Qo�o�o '� �D �S �� \\� / � \\\ ��. \�� EXIS ING INLET � ® 0 7% ®x��. % ®�.S p�� I II l � l I Ij ` � q � � I nF1^'lz � I III �`. i �`� .'. \\ ��. 60 10• �O. �O. �p..,� ,�^• � O d2 O• TYPE C INLQI" COLUMN I } � o' o .� � I I f rs -, I o I III `� / �� \ / � c '` � PER FDOT If�DEX 425 052 I Z A �� I I \� ��•� �`\ �'� �'y/ ) 960� � � °� 10g0 °a TOP ELEV = 10.10 V �� JO �I Z...�.n I I III � I ,yam �v _ S. INN = 5. 7° ! O• J `� � i °^� G, x � O OAK 0.5"c x I t,� I I I �`�� x�/ �`�� 0�0 ��i'� ��x �� x�c`o � )� J 0� � x��h � a 0� x0. x�. x x �� O � N. IN�/� = 5. xx'`� � � � x'`°� a � �°�x 4� 'Oc�1 I �� ,�°1 I� � j o � I I IU I I / � \ '� '. �. �8S ��S o 5 71 LF 18" R I oti o° � x °� �'� I I III I ��, ��`.�/\ ��`.�\ ��'�� \\ .' x� �� ° 5 ®0.3% JJ I x�� 's' � � � N I I Ili .\\ �'\ � � ��.� ��. �� CONSTRUCT R ILING PER 1\5 O�� 00 I� O:� � I 4•_7"c O I �`\ / .\` �� \ �� FDOT INDEX 515-070 OR � °n � \1• � � '` � ° n,��-IoAK � I I I I / �� \ � I 515-080 ( R EQUAL) � V � ��' �,. F -� O I I III � �� `� x0. �' ��. �. O� x0. � 1 �� x�' x x xx x ° e a � ^�° a� Xn �. �� °. ny. x �\\ x� �`\ /��'(\ /�i x � �°j �� JJ 1J ��^ x p� ° � x l Zy v.A� � x xI I I II n (� JJ a � x \\\`� / \\\`�\ i'/// \\ �'/// � ELEYEII Z J�� o LJ • JS ��pp J� •�s a d a °a �� x ��• ^°6 �p \ � 1 ° a i m I l l l .\ PARCH #239450079�8 �. I ° , S JJ J ��x � � ,��`�� ,� ,� �I`} ill ° I l l ll �` OWNER: BERKSHIRE ,E'QUITY LLC �' ■ 0 1 �' •6'S '�� x ,�'`�' x,�ti�'� o F I) �`� `� � J a xx � X� � � � � � Q ® I I Ili `�\ � `�\ ADDRESS: NAP)<C'S<, FL\34104�' FF = 11.85 � �S � � tia x a, �y ��, �, ORB , PG 88$y- o , •moo � I a �� xxa a ,� � ��, :� � a �' I I JI II �`�� ` ` �` � ' '�'°�i i'�� `L x 1 0� 10 "- �� p� x � � � a �'xx � � � ,O. ., � .-,0 ° ° a � nF;1rf^ �nj ° I �,�` I GY II `� � `. �� TRACT.F �� c,� � ��. � ,� - a � 12 ° x° � ^�. I .� x% `� BERKSHIRE .L�(KES UN%T 1/'' x° �D � 6,� x '` � ��s ..� x` x'` X'� � I I ��< \�`. PB 1 'PGS 118-12 ' ` O x° � 00 OHO Ih � I I III �� ` � � '� '' �O % � 1 Off' � '�O' �O' Z �. v.n� I �, ,-� ,' ',� a� I�. N I � II 3-,o"c I I III ``. / ``. .'' \\ .'' � � o� a L � o N �ti � SUBJECT P CEL � II oAK I I Ili `�\ / ��\ �� \ �� a ^ � x'�°� PARCEL #2 45007035 II I I I II � � � } O OWNER: �LEVEN INC ` � � �' 4j ADDRESS: 370 A TA BARBARA BL \� �`� i'� � � �0'60 0.60 1p N LES, FL 34104 I ��`,, �`, ,�' \\ � ,,'� °� � s �_ ° � 1 `�° 6" Pvc .o% � � � � � � �� II 3,-$„� I � I I I� � / ^� �� °`L i \ `L i °x o° O x D x � ° x o F K � �i `L \ `fix �\/\ \ x ° �'� / �'/ x xx x° �O i '\O • �` J x x ®�s), xx � xx I�f � � ��xxx xx° �� x l lI � � / i �`.� � �`.\ �.'�\\ �� 6's � 00 p J O JO °'00 1 J J PORTION OF TRACY��'1 Ih �s Z � I I III �\ � �\ �i \ �� O ,�O' � •S` .�O' Dc O. 2 •S KSHIRE AKES UNIT 1 s A Z n "�� O I � �� ' �� % �' O� O x I O ��p' OMB 14, P S 118-120 ' �� \ � I I 'X'��''n � I I I I '�� \ �\ � � ^ > ��0� \`� I O SUBJECt PARCEL COLUMN � `� I� ,�'S � I I I II `� / �� \ � Z NPE �gN 74,992 SO FEET x ' FGI I � / � � I x TOP ELEV=9.59 I I I II ` �` '' \ ` � PER FDO d '�� 052 S INN ELEV I I \ � .�\\ `�` �''' ��- �'' 1 O� �, ° � � � TO1? ELEV = 1 .20 �, o° I �`' �`� '�° o II o � �(18" RCP)=7.84 I �`b I �d II 9�� ,� °. � ) °. � xo O o .� N: INN = 5.52 O x x °. x / °. °. ° BOT ELEV=7.84 ; x x � � '� � �. xo' O• x xx O � � x x x x � x to `._ x, �� \•x ,. x � � � ��0. W. INN = 5.52 I � � / a'-a"c ti � I l l STORM WATER MANAGEMENT DATA EXISTING PROPOSED SITE AREA 1.72 AC SITE AREA 1.72 AC PERVIOUS AREA 0.19 AC 11.0% PERVIOUS AREA 0.54 AC 31.2% IMPERVIOUS AREA 1.53 AC 89.0% IMPERVIOUS AREA 1.18 AC 68.8% CONTROL ELEVATION 7.0' NGVD (5.73' NAND) MINIMUM ROAD CROWN ELEVATION 10.40' NGVD (9.13' NAND) MINIMUM FINISHED FLOOR 11.10' NGVD (9.83' NAND) PER SFWMD PERMIT 11-00364-S-03 EXISTING FINISHED FLOOR 12.46' NGVD (11.19' NAND) PROPOSED FINISHED FLOOR 13.12' NGVD (11.85' NAND) REDUCTION IN IMPERVIOUS AREA 0.35 AC (20.2%) STORMWATER MANAGEMENT NOTES: 1. THE SITE IS PART OF THE OVERALL BERKSHIRE COMMONS PUD. 2. THE SITE DRAINS TO BERKSHIRE LAKES MASTER STORMWATER SYSTEM, WHICH IS DESIGNED TO TREAT AND ATTENUATE THE REQUIRED DESIGN STORM EVENTS. 3. IN ACCORDANCE WITH SFWMD PERMIT 11-00364 THIS SITE IS NOT REQUIRED TO PROVIDE ANY SURFACE WATER STORAGE OR TREATMENT ON SITE. STORMWATER MAINTENANCE NOTE: 1. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR THE MAINTENANCE OF THE WATER MANAGEMENT SYSTEM WITHIN THE PROJECT BOUNDARIES. - - E. INN = 6.50 I I II G Iz '�° '�° U � � � �► � GAS PUMP TYP) JI F C C BOLLARD (TYP) �° /� Il�n�� _, I � I I Ij � 29 LF 15" RCP ©0.3% o � o. J o � rs -� l � I III �� 6�x.� O��y� EX PI � TYPE C INLET ,°°_ _ �� - � vQ/ II Z � �� I �O�`L � .� ' � ' '`� �. �I FDOT INDEX 425-052 � ,. �/ I II t`-.�s I I III ,� �E BENCHMA # o.��>s. EV = 9 75 .,`'�/ � 4� �°' "�O // ti6 O WITH "BM" LB #7143 ��0. �,� o� .61 f � cao �► � / � � I II 0°j O 1 66 d ti� I x� II °� / O� G, xxl "" T x :: .: x0� .../ O 0 x ,�0. '`. O O ^o' ,�"� '`'h ,�'� x�° x'� // x x,�o LEV = 10.24 (NAND '8�) I II �V OPEN CUT AND PATCH x x'` / II x X x'` x� x x� � III / REC 10/3/18) O�% I �` TRENCH I ,// I �°�6 � -� - - - - - RAIN-�� / �� I I I I� TOP OF W 7.29 � / " I I I II BOT EV=5.88 �, � - �� / � 11 I I II ,�p�tij� I �1�,', x °,�0 - xx 48.0' xx I � xx^ } �O. x � MASONRY BUILDING � CTV I I I Ij r � 00 p CARWASH P° I / ) I // � I I I Ij off. '_ �,� o��- �°''S'�, �� x��'�_.��" o FF = 11.12 /��' �� `�� o �I`�S"��' I,��°� Ij x x x°� O �i x ,�Q' ^j� xx0� I � x'`O \ y�� /,J/(`_ (,� � 8.0 � �c�\ � xx xxx xx° I� � I Ij x� � xx � -� � TOP ELE�C(�'f��$ T 11.04 PALMI , �'� `L � � i 9� 9 I I � � 3, 9„c � x ' �, T02 R�9.3F3� �TOP�OFr TER=9.39 �� x ti� II-`yx10" ["""' I I I II CYP ESS 1 xf � x � n J I I I I I I I I I �i1oo' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I �� ) I � � � � � � \ � `�� I h �`'�° x1 �Q"�' t1�+�4F' �OTPEPE5�45 r � ii`;J �� y�31.0 �,eBAC(E I I i F ♦ � O h x s � .s � I n �Qsl nF1'� s"oAKn � �. ° � J Z Z� Z o� r.�\ � A ,y,10" I I III I < � Z � � 1 tix c � '2 h� \ '` xl x� 1 � n � � �� C o� � h I I I � xx � �O y� � � ° � °� ti� Z � Z OAK Z L [ i 0 M � O ��` r �s � ,moo � r � -�. g"OAK � �/ xx X�i;CYPRE4�S�' STORAGES xxx i � (- OAK ELEC TANS 5;-4"c OqK" '` � GA�BAG� xx`ti \ ,� M _ xxx I I I II j I xx0 ^,� x .s .max AREA - - � s 4,-9-c - - - - �77�t,LL \ - - I I `r i 100.00' - � - - 2 S �£39'52 59 ' W 4'-s"c 166.47' .. v.A w. v.n o i Ti i h I l � II I �" (� S 89 52 59 W 266.47 I � ,�ti ti � I � x�� I l� j � to xo^��„x I I I -�-- I I �. -�- I o� I I III I PARCEL 239 48 x° �° e� �� °� °�� e� OWNER: BERKSHIRE ITY LLC ti� TOP ELEv=1i 4s ,��' C R WASH E�ECYCLE SYSTEM ,�^� I,�° � 21 I I Ili i I ---x'`°-- �� <`; �' x'` �--�DeR�ES-� IQ� F�NaTER_EI..E�L=�.�fL � �� -- -- '�� -x� --� � I I I I I - . �l-i4P��L-�4194- s� BOT ELEV=9.35 �f ---�` - 'c- ^� r10°07'01' W � � � I I I I ORB 5041, PG 888 '-METAL LIG 10' UTILITY & L � SMH� T P E V= 1.91 •0 I `� IR IGATI N E MII I I I I TOP OF WATER ELEV=9.23 OPEN)L 0 � 6 li I I -� BERKSHIRE LAKES UNIT 1 BOT ELEV=4.37 � °° PB 14, PGS 118-12��' � �,°� �� o� Igo ti� � o ,l o� I I lj j I °� - � - _ - ems° °- _ _ _ `'� ,° --�� N 89°52'S9�� 166.47' �� -- _ � - - - -��, �� '�°� xl o� l °'i II I I x / �° � //� ° x 6° � � � � � PARCEL 23945007022 � � �� w x � ,�^�� ,ti. I I �x x I/ xx x° �. �'Sx 00 O '�� x� � � � x'�6 x^x x'` I x ,�°k � � I II 11 I x � '� � x'� OWNER: FIFTH THIRD BAI�kG1' � xo' ,�O' `L x xx' x O X ` N x �'`� ADDRESS: 3775 SANTA BARBARA BLVD �'�� I NAPLES, FL 34104 I I ORB 3943, PG 3446 � I I ati I I xxx I I I I I I I QI I 1 I I I I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 01 I I I I I I I I I I I � � GENERAL NOTES: 1. THE CONTRACTOR SHALL NOTIFY FDOT 48 HOURS IN ADVANCE PRIOR TO INITIATING ANY WORK IN THE STATE RIGHTS -OF WAY. � � 2. THE CONTRACTOR SHALL INSTALL PRIOR TO THE START OF CONSTRUCTION AND � z�� MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS REQUIRED ,� � � � N TO RETAIN ALL SEDIMENTS ON THE SITE. IMPROPER SEDIMENT CONTROL MEASURES � W � o � � N MAY RESULT IN CODE ENFORCEMENT VIOLATION. ,� W Z � � � o Z 3. ALL DISTURBED AREAS WHICH ARE NOT PAVED SHALL BE STABILIZED WITH SEEDING, Z � � � __ � FERTILIZER AND MULCH, HYDROSEED AND/OR SOD. p[ � � Z � .. w N 4. ALL NEW BUILDING ROOF DRAINS, DOWN SPOUTS, OR GUTTERS SHALL BE ROUTED 0 � W w = � z o TO CARRY ALL STORMWATER TO RETENTION/DETENTION AREAS. � W A z w o � (,HIV N� 5. CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH �'-' I-'-"n z Q SHOW "AS -BUILT" CONDITIONS OF ALL WORK INCLUDING PIPING, DRAINAGE zo a � o 0 STRUCTURES, TOPO OF POND(S), OUTLET STRUCTURES, DIMENSIONS, ELEVATIONS, �� GRADING ETC. SIGNED AND SEALED AS -BUILT DRAWINGS PREPARED BY A Z "' � � � � REGISTERED FLORIDA LAND SURVEYOR SHALL BE PROVIDED TO THE ENGINEER OF `r � I � � RECORD PRIOR TO REQUESTING FINAL INSPECTION. CONTRACTOR SHALL PROVIDE o ENGINEER AS -BUILT ELEVATIONS OF ALL PIPES. STRUCTURES. ETC. 48 HOURS °p M .. � � PRIOR TO PLACEMENT OF ANY PAVEMENT. 6. NOTIFY SUNSHINE UTILITIES 48 HOURS IN ADVANCE PRIOR TO DIGGING WITHIN R/W; � 811. 7. ANY DAMAGE TO EXISTING ROADS DURING CONSTRUCTION SHALL BE REPAIRED BY THE DEVELOPER/CONTRACTOR PRIOR TO FINAL AS -BUILT SIGN OFF FROM THE COUNTY. � 8. IN ALL HANDICAP AREAS (PARKING SPACES AND ACCESS AISLE) MAXIMUM W SLOPE/GRADE IS 2� IN ALL DIRECTIONS. IN ADDITION, ALL RAMPS HAVE A MAXIMUM SLOPE OF 1 TO 12. 9. TRANSITION CURB AND GUTTER AT HANDICAP RAMPS TO A MAXIMUM 2.0% CROSS LLl SLOPE. ALL CROSS WALKS SHALL HAVE A MAXIMUM 2.0� CROSS SLOPE. Q 10.ALL DRAINAGE PIPE JOINTS SHALL BE FILTER FABRIC WRAPPED PER FDOT # Z 430-001. PIPE TO STRUCTURE JOINTS TO BE FILTER FABRIC WRAPPED PER FDOT Q INDEX 425-001. 11.SEE SURVEY FOR BENCHMARK DATA. 12.ALL PAVEMENT CROSS SLOPES AT CROSS WALKS (SLOPES PERPENDICULAR TO � THE DIRECTION OF PEDESTRIAN TRAVEL) SHALL BE A MAXIMUM OF 2%. ALL ACCESSIBLE RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS � AT STAIRS AND RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (ALL DIRECTIONS). z O ALL ACCESSIBLE WALKWAYS SHALL HAVE A MAXIMUM SLOPE LESS THAN 5% IN THE DIRECTION OF TRAVEL. ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE U CONSTRUCTION TOLERANCES. THE CONTRACTOR HAS THE OPTION OF ADJUSTING J GRADES TO ALLOW FOR CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST ^ � Q GRADES TO LESS THAN 1% SLOPE. THE CONTRACTOR SHALL CONTACT THE � (� ENGINEER/ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION C� � OF THE PAVEMENT AREAS. THE PAVEMENT SLOPES SHALL BE REVIEWED AFTER � z � CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES SPECIFIED ABOVE O w LJJ SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. O U > 13.ALL TRIMMING UNDERTAKEN ON A PROTECTED TREE SHALL BE IN ACCORDANCE WITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-300 PRUNING � STANDARDS. O z 14.T0 MINIMIZE SOIL EROSION, PROPOSED LAND ALTERATION ACTIVITIES SHALL NOT J Q UNNECESSARILY REMOVE EXISTING VEGETATION AND ALTER EXISTING TOPOGRAPHY. � � ADEQUATE PROTECTION MEASURES (I.E., HAY BALES, BAFFLES, SODDING AND LJJ SANDBAGGING) SHALL BE PROVIDED, AS NECESSARY, TO MINIMIZE EROSION AND � � DOWNSTREAM SEDIMENTATION CAUSED BY SURFACE WATER RUN-OFF ON EXPOSED Q LAND SURFACES. � z 15.ANY AREAS SUBJECT TO EROSION MUST BE ADEQUATELY STABILIZED WITH � � � VEGETATIVE MATERIAL THAT SHALL, WITHIN A REASONABLE TIME FRAME, DETER SOIL (n M DISTURBANCE. SODDING, PLUGGING, SPRIGGING OR SEEDING IS ACCEPTABLE FOR uJ � STABILIZATION; HOWEVER, SODDING MAY BE REQUIRED IN AREAS OF J w � EROSION -PRONE SOILS OR WHERE SLOPES ARE GREATER THAN 5:1. VEGETATION J z Q OTHER THAN GRASS IS ACCEPTABLE UNLESS OTHERWISE SPECIFIED. Q Q THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONES) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP INFORMATION DESCRIBED BELOW: FLOOD B.F.E MAP EFFECTIVE ZONE (NAND) COMMUNITY NUMBER PANEL SUFFIX DATE MAP NUMBER X/AH 10 COLLIER 120067 0413 H 05/16/2012 12021C0413H COUNTY LEGEND PROPOSED STORM PIPE D PROPOSED ROOF DRAIN PIPE EXISTING STORM PIPE -- PROPOSED CONTOURS 10 PROPOSED CONTOURS E�� PROPOSED SPOT ELEVATION Toc PROPOSED SPOT EL. (TOP OF B CURB AND BOTTOM OF CURB) �- EXISTING SPOT ELEVATION .�� INDICATES DIRECTION OF PROPOSE SURFACE WATER FLOW INDICATES DIRECTION OF EXISTING SURFACE WATER FLOW ❑® PROPOSED STORM INLET EXISTING STORM INLET SITE BENCHMARK LOCATION PROPOSED CONCRETE PROPOSED ASPHALT EXISTING CONCRETE CONCRETE W/ STAMPED BRICK PATTERN 0 1 DATUM: NAND 88 DATUM SHIFT NAVD88 =NGVD - 1.273 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 1/ Know what's b@IOW. CaII before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. z U, Z � z > - � m � z W � w � z LLJ J Q Q � m Q ~ W Q z Q c� � z � w c¢n W � � � � � M _ Q � } } m m � m � o w Z Z Y C� Q� (n U Q� W U U cn W �� 2 � [n Q p U p w (D U .»r.� z z 0 0 U U � � z z O O � � w w U CL CL Z O � � v7 � � � W W W' W' ��© O� �� / ��// w `�� 0 N �� \s�,.... N ��J�jL /I� I� a M • M ♦ � �°� � 6' � � � � � � �n � �p;� � O O:J►_ LJuz _ U ; w �;c� Z Q O:O � UQ � !! U DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C06 Packet Pg. 3328 0 w U 0 0 w 0 w U U c 0 .� C w 0 .� E 0 �. 0 m a (6 m C 0 N `o .L.. 0 L o s� � � o U °- E O O Q N � __ Q N � .. � L o � U o :� � .� -� U Z � Q `° J � CL o J a Q � U (� Q W m J � Z ° o r; r` O � c U .N c� O � U �� 7 � o �_ U U � w � � ca � Z � � t > � m � � � �� Q L m a, � � C -o ca � � � �� Q o � U 0 � L o a N o � � c � _� �� o � � � N 0 H I � I � / � �W NE '`tom♦ -� / ��■■�� ■■■■■�■■�■■■■■■■i � -�8� � - �?f.-08'- -� o � / L_�1 ♦ •♦♦ � � SITE BENCHMARK # I o z I � ♦� •♦♦ SITE BENCHMARK #1 I I _� TOP OF PK NAIL &DISK �! � I / ---_�♦ �♦1�---------- WITH OBM KLBA#7143 ISK I I � � _ _ WITH "BM" LB #7143 I � D � ♦ $ �7, ELEV = 12.47 (NAND '88) - � ♦ ♦ ELEV = 9.93 (NAND '88) � � � 34'28., m N • • 1♦ ♦�♦� (REC 10/3/18) I I _ � � E /� `-' ■ --� • ��•------�-----------------------------------------------�----------------------------� / / / / ` � / � � i � �♦♦♦ � FIRE HYDRANT ASSY. C3 `�'ti�-�_1 O / / i ♦ �♦♦♦ • �♦ I I �%��;;\ _,_ PARCEL #239��07048 ` _ S 89°53'21" E 44.9f� + _ -�_-- i ■ ♦�♦♦♦� I I ____ _------------- ------ - -----� ��, �- OWNER: BERKSI�-I E EQUITY LLC ■ ♦�♦�� u j �, AQDf�ES�: ryAPLES, FL 34104 � � � � (� - - - - � �ER LO B E 648M PG 1502 N 89°5 '59" E 54' �ER LOB 1648M PG 1502 / \ � � OR,B�'c5r}4a,, f?G 888 �,,, ■ ( \ ORB 1758, PG 536 ORB 1758, PG 536 / / TROT F ��__ o �■ � (APPROXIMATE SIZE & `�\ •� (APPROXIMATE SIZE & / ��, �RKSHIRE LAKES �IIT 1 � ■ ■ II - POSITION SHOWN) - y O \ POSITION SHOWN) / � ��,`_ _ � ■ I ^ � - - - - - - o PB 14, PGS 118-12a��,\ __` I■ ■ / � / \METAL LID s°26r / ��`\ �--> _ _ _ _ _ �� I I ■ ■ �/ / � OP ELEV=10.42 ?'q / �� '� ■ ■ �� / TO OF WATER- i � ��` � ] �I\� I ■ ■ � �� \ �� 1 OVERHANG � II ■ ■ .%' �^��' EXISTING / __ ______ �\\ BERKSHIRE /� �� l j ■ FOR SALE SIGN �� FIRE HYDRANT � COMMONS SIGN I ■ ■ ^ � _>' \ �' �� STMH � �� TOP ELEV=9.46 ��/ / � �'��// \ � ■ � ��'\\ � I TOP OF WATER ELEV=6.21 / / �',�� \ S 6 r4% � I � �� \ �� BOT ELEV=5.15 I / � � ��'1�' 1 \ 62 3 r \ I ■ / / / \ \` ' �' � /`\" \ g\ � EXISTING MONUMENT �'��\ �'�/ �� -� � P1ESS � II ~o \ 8 �� , i I SIGN (TO REMAIN) �''� \ ��.�' �`\ � � iD\�� I II � � � \ N 89°52'59" E -- 58,99__ � � SEE ELECTRICAL ' � �� \ � G�PR � I a - � � I PLANS FOR SERVICE //ii'\\\ //� � ��\ � $ \ � � / � ° �' Qa a d Q � a- \ \ � \ d a 4 � ° � 4 a \ a a Q \ � I DETAILS ��'� \/��i o_ \ � � \ � � _� INFO IGN` \ ��\ � ■ ��'� \y'�� M / EXISTING 1-1L2=PVC WATER _ \ �o \ O STOP al�.p RIGHT \\ ■ �� WM- � M- W(d- - - WM- �\ TURN ONLY SIGN I F'^ \ � FGI �'�\ i'� FGI - FGI - 'F - - - - \ � - - - - � �� `"^, ,��1,� TOP ELEV=9.37 �� \ �� TOP ELEV=9.35 E�'3 FGI � VACUUM � \� � � ♦ �^` ■ TOP OF WATFR�7.27 \ � TOP OF WATER=7.29 TOP ELE 9. � ` �° \■ "� � i TOP OF WATER=7.25 BOT E EV=4.5 I C.O. (SEE ELEC. PLANS � � 1 I \ OT ELEVr�5.28 V TOP OF =7.29 BOLLARD (TYP) i BOT ELEV=5.04 �5" ' .' 30" CP BOT E 7 INN. L. = 8.07 � PUMP FOR SERVICE INFO) W,y�\ � CYP�(ESS � Rex \ � / � 03 � TOP ELEV=9.08 � STREET LI HT \, -D 9�-C� --D�-- D ----D---D�--- � FGI � \� I � � �� \ �� 1-1 /2" PVC WATER I � � I �� NW INN ELEV 15" PVC)=6.93 \\ WM � 1 � 1 �� / L' // ME AL LID AT I LET � ( � i 11 I I I I I� I SERVICE TO � OT ELEV=6.93 UN BLE TO �K � , o N I BUILDING) \ �. � Qj � � EXISTING I ��' \ .' i 1:1 C.O. 1-1 /2" 3/4" 1-1 /2" BFP BFP I I I � �I �� \��' ��' 4 INN. EL. = 8.37 � �a � (TO REMAIN) I � I � I �' �� ' ,� I SEWER SERVICE � I� , \ \ � n,��-l� I U I I EX ' � � (SEE ARCHITECTURAL -' � Z I FIRLFI \ � � o o CONNECT TO COLUMN � IIZ � I I - I �/ \ �/ 3 4" IRRIGATION BFP r �s �- I � I \ PLANS FO CONT.) I �'� y'� a � °b EXISTING 1 1 2" II Z� �•� I �.� � �.'� a �° - PVC WATER I SERVICE � (TO REMAIN) OAK 0.5"c I I Ij �� \\ �� I IRRIGATION P.O.C. II � Ili ,��'� �>�'� � °° ° ° 29 F 6"S 1. 3/4" PVC WATER � �� y I I � �� /��,�\ // �.' ELECTRIC SERVICE SERVICE (TO CAR � O - a I Icv I \ � c ( EE ARCHITECTURAL 1 2 WASH) I� I I I Ili �� \�� O PLANS FOR CONT.) WATER SERVICE REDUCE o a I � I AS NECESSARY (SEE Q / �<�/ �'� � ARCHITECTURAL PLANS a'-7"c O � I I III a I a I F� OAK O�� I I III .'�' \\\ .��' O '� FOR CONT.) � ° � ° ° (� n,'1,12J c � � I I III '' ''� � a„ `d rs � o N I I I Ili �' i' A a a � 3 I I III PARCEL' #239450079�8 / �. E : n z ® � 0 � �° � � � � I x � I I I I NER: BERKSHIRE ,EQUITY LLC �' o F ° w I DRESS: NAP)<E'S� FL\\34104��' ELECTRIC SERVICE o � a � � p i p I I I I I� ORB �, PG 88$ ��' SEE ELECTRICAL PLANS m FF = 11.85 J I ° I I III �� , FOR CONDUIT SIZE � C.O. � ° I I •< �.' AND QUANTITY � INN. EL. 7.38 a a � ` _ O a ° I nF'l^'12 I I I I I TRACT�F \ � � � _ BERKSHIRE�.LAKES UtJ'f�T 1��' a ° Y ° I�� rs `�Z � I I Ili PB 1�4s'PGS 118-12�' �� a � � °, � m 1 Z�, �,��- I • I I III .''�\ �'' p a N SUBJEG I P CEL j � II OAK10„C I I I III �. \ �. o L J a L°J i \ � O a a � PARCEL #2 5007035 i� �' J OWNER: LEVEN INC II I I I I II ' � ADDRESS: 370 At�TA BARBARA BL /�i'�\ /��'' a - � N LES, FL 34104 �I ■ I � II 3'-8"c � I I I II - �- � II; ' IJ I I I Ili �.'�� .'� I F � A PORTION OF TRACTS I I�� '� �2 � I I I I I � \ � � D BERKSHIRE AKES UNIT 1 Z n � O I I / ��' ��' `�\ I I � y�i PB 14, P S 118-120 �\ � I �" v'�' O � I l I l �i � �� \ F SUBJECt PARCEL I - COLUMN � I I III /'\\ �� z OONTAINS 74,992 SQ FEET �O FGI I I I I Ij /�� \ �� nR � �� nnRFg I � I I TOP ELEVp9.59 I \ i' ♦ � E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ©I ISTIt�1G I 1�1R�1D��T I I I I I I I I I I I I I I I I I I I I I I I 0 20 40 SCALE (IN FEET) / \ � I � I I I � � � I � I I I -' � � � � _"" 3/4" PVC BEND I � II (18N RCP V7.84 I I III I I � I I ��'�\ PARKING LOT LIGHT (TYP) 0 SMH Q l (NP) � � I / BOT ELEV�7.84 I N I Ili � I I � \ �' SEE PHOTOMETRIC PLAN I I / 1 3 1 III I I I �. \ � INN. EL. = 10.03 RIM v � l II o K ��° l � I I '� i �� FOR DETAILS _ _ INN. EL. = 6.69 NE �' � 46 LF 6" PVC GAS PUMP (TYP) II nt'1'� � I o I I Ij I I I I ��•�' �� INN. EL. = 6.58 (S) ® 1.50% BOLLARD (TYP) I O/� II � � � 1 �' I I U I I II i I I I \ ,. I � 1 2 � � e/ I I I s� I �° j I j , I I �.'� \\ �� I 38' LF, 8" PVC ®0.92% >I ` CONNECT TO � ��' Zy"s� l l III I I I �' �% � SITE B o_ EXISTING 3/4" PVC h// II I I I i100 I I I WATER SERVICE / I I Ili i I I I .'�\ �' �� \ �i ,/ WITH "BM" LB #7143 � � I I I I �� \ �� / LEV = 10.24 (NAND '88) � I N l c> O I I I I I ,,� ,�'' �' I III w� TRENCH / II I I I III � � �'\ �'' �� LEV- G I _� RAID- / I �� I I I I II � I I I I � � / TOP OF W TER= 29 ------ - -----------� -- / �'� \\\ �'� SMH BOT LEV= .88 �I I - - � � / �� I� I I I Ili i i I I I ��' ��'' I TOP ELEV=10.33 11� I - 48.0' I % I �I � I I I li i i I I I � �' INN ELEV 8" CLAY =6.1' l � I I I I I I I i'�\ �� I MASONRY BUILDING I/ // CN I � I � I� I I �� \ �� I V� � � p CARWASH � I I I I I I �� \y�� CORE BORE EXISTING MANHOLE ' �' � i EXISTING i PHONE SERVICE I I (8" PVC) INN. EL. = 6.23 (N) �� ,�o�5`p oo CAR 80 _ /� II III CONTRACTOR TO COORDINATE i i I / ��' �/ 8" Pa[C co � _ � � l I I I I WITH IPH�NE COMPANY I I �'� \\ � �"l� �M- � TOP ELE��kg2$ �- � cam_ � � �y%s" I l l III FOR �ER ICE REQUIREMENTS i � l � 3' g"e id�ra• T 11.04 PALMI � �� \ � � F- :f32 N- ao �yi 0"/ _ly, � AG � I I I I I � CYP ESS 1 `� II � �10 �„�"^ � I I I I I I I I F ti T� ER�9. �TOP�OF TER=9.3 1 � � ' //� Gn;-(nl II nF�til2 nF'(ti ��)I �� _�� I � � � �01 t1�7 �0Trs2 5�45 r �° ��/'3�`��y�310 AC�E� l I j I I I I � �-� � � `"� , �-� � � 1 J " g.,OAKn, J •� � � L_ 1 Z r'f � Z n OAK Z� � L O !i\1/� �i M � A `\I�10 I I I l li i i I I l jlc�vj � � J Z Z� s� �c (/ r'3 � f rs � � � "� 8 OAK r r'j X%CY�ESS STORAGE � A OAK ELEC TANS 5,-4"c OAK" � CABBAG� \� � I I I I I I I l � - Z 2 ' 00.00' s � - - Z AREA �- ��' 4'-9"c S 89 52 59' W 4'-6"c PAL 166.47' ` I j I I �. v.n �. vJi .� �- ��- C1 ,,"„ S89°52'59"W------ 26647' --- - - - -- I I I III I '�' -===�1 cC==--=_� ,�_= 1� I� � \ N **PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL VERIFY SANITARY INVERT AT POINT OF CONNECTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. n4- I Ilo � � �� PARCEL #23945007048 sMH I Ilo I I 1 2 I - OWNER: BERKSHIRE EQUITY LLC TOP ELEV=11.46 I --- I o 21 I L----A�?BF1ES-�-N-AP�FS;-FL-�41�4-IQe oF1NegR_EI,E�L=`l.�s ----------------------------------------r I ORB 5041, PG 888 BOT ELEV=SMH METAL LID I 10' UTILITY & LL TOP ELEV=11.91 m IRRIGAtION ESMfT I I ._� TRACT F TOP ELEV=11.33 (UNABLE TO �♦► I ORB 1665, PG p476 TOP OF WATER ELEV=9.23 BERKSHIRE LAKES UNIT 1 BOT ELEV=4.37 OPEN) I � � PB 14, PGS 118-12�� I �� I ________ _L N N 89°52'59" E 166.47' I ----- � PARCEL #23945007022 �� G'; I I � OWNER: FIFTH THIRD BANK ADDRESS: 3775 SANTA BARBARA BLVD NAPLES, FL 34104 ORB 3943, PG 3446 I I Ili II; � � I I Ili i i i i I I Ili I I I FIRE HYDRAN� ASSY. I I� I j I I I Ili I II; � � I I I I II � I I I I I EXISTING FIRE HYDRANT I I I I I I UTILITY NOTES: 1. ALL UTILITY WORK SHALL CONFORM TO THE COLLIER COUNTY PUBLIC UTILITY DEPARTMENT (CCPU) STANDARDS. THE MOST CURRENT STANDARDS AND SPECIFICATIONS IN FORCE AT THE TIME OF CONSTRUCTION SHALL BE USED. 2. ALL VALVES, SERVICES, HYDRANTS, FITTINGS, ETC., ARE NOT DRAWN TO SCALE BUT ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. 3. ALL DISTURBED AREAS WITHIN THE RIGHT-OF-WAY SHALL BE REGRADED AND SODDED TO PRE -CONSTRUCTION CONDITIONS. 4. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. 5. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 72 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. 6. LANDSCAPE AREAS SHALL BE IRRIGATED, IRRIGATION SYSTEM TO BE DESIGNED BY OTHERS. 7. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT SHALL CONFORM TO CURRENT FDEP STANDARDS FOR LEAD CONTENT. 8. ALL PIPE AND PIPE FITTINGS SHALL CONTAIN NO LEAD PURSUANT TO THE REDUCTION IN LEAD IN DRINKING WATER ACT. ALL PIPE AND FITTINGS INSTALLED UNDER THIS PROJECT SHALL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR FOR WATER. UNDERGROUND PLASTIC PIPE SHALL BE SOLID -WALL BLUE PIPE. 9. THE WATER SYSTEMS SHALL BE CONSTRUCTED TO PROVIDE ALL APPLICABLE STANDARDS IN CHAPTER 62-550, F.A.C. AND THE REQUIREMENTS OF CHAPTER 62-555, F.A.C. 10. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE AMERICAN WATER WORKS ASSOCIATION STANDARDS AS INCORPORATED INTO RULE 62-555.330, F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW USE OF PIPE AND APPURTENANCES THAT DO NOT CONFORM TO THESE STANDARDS ONLY IF DOCUMENTATION IS PROVIDED IN ACCORDANCE WITH PARAGRAPH 62-555.320(21)(C), F.A.C. 11. THE DRINKING WATER PIPING AND APPURTENANCES MUST COMPLY WITH STANDARDS, REGULATIONS, OR REQUIREMENTS OF THE NSF INTERNATIONAL STANDARD 61 AS ADOPTED IN RULE 62-555.335, F.A.C., OR OTHER STANDARDS, REGULATIONS, OR REQUIREMENTS REFERENCED UNDER PARAGRAPH 62-555.320(3)(B), F.A.C., IF APPLICABLE. THE DEPARTMENT SHALL ALLOW EXCEPTIONS TO CONFORMANCE WITH THESE STANDARDS, REGULATIONS OR REQUIREMENTS ONLY IF DOCUMENTATION AND ASSURANCE IS PROVIDED IN ACCORDANCE WITH PARAGRAPH 62-555.320(3)(D), F.A.C. 12. CONTRACTOR TO COORDINATE WITH FLORIDA POWER AND LIGHT AND CENTURYLINK FOR SERVICE AND CONDUIT LOCATIONS, TYPES, ETC. 13. CONTRACTOR TO COORDINATE WITH PEOPLES GAS FOR NATURAL GAS SERVICE LOCATION, SIZE, AND REQUIREMENTS. 14. FOR SIGNAGE DETAILS SEE ARCHITECTURAL AND SIGNAGE PLANS. 15. PER UO 7.7.2, ALL COSTS AND EXPENSES OF ANY AND ALL REPAIRS, REPLACEMENTS, MAINTENANCE AND RESTORATIONS OF ABOVEGROUND IMPROVEMENTS PERMITTED WITHIN A CUE SHALL BE THE SOLE FINANCIAL RESPONSIBILITY OF THE GRANTOR, ITS SUCCESSORS OR ASSIGNS. 16. PROPERTY OWNER IS RESPONSIBLE OF MAINTAINING THE POTABLE WATER, NON -POTABLE IRRIGATION WATER, AND WASTE WATER SYSTEMS. 01 17. EXISTING SEWER MANHOLE TO BE CORE BORED FOR CONNECTION OF A NEW GRAVITY MAIN. THE MANHOLE MUST B RESTORED PER THE LATEST REVISION OF COLLIER COUNTY UTILITY STANDARDS MANUAL, TECHNICAL SPECIFICATION 0 SECTION 333913. UTILITY STANDARD NOTES: 1. PUBLIC UTILITIES SHALL INSTALL SERVICE LEAD AND METER BOX. 2. PUBLIC UTILITIES SHALL INSTALL WATER METERS 2" AND SMALLER. METER IS ASSUMED TO BE 2" OR SMALLER. 3. ALL POTABLE AND NON -POTABLE WATER METERS SHALL BE SIZED BY PUBLIC UTILITIES. 4. ALL ON -SITE POTABLE WATER, NON -POTABLE IRRIGATION AND/OR WASTEWATER SYSTEMS SHALL BE OWNED, OPERATED AND MAINTAINED BY THE PRIVATE OWNERS) OR THEIR SUCCESSORS. 5. AN ON -SITE PRE -CONSTRUCTION MEETING FOR WATER AND/OR SEWER IS REQUIRED PRIOR TO CONSTRUCTION. CONTACT CRAIG CALLIS (239) 252-2905. 6. ALL PRELIMINARY AND FINAL INSPECTIONS OF WATER AND/OR SEWER SHALL BE COORDINATED THROUGH JODI HUGHES (239) 252-5744 WITHIN A 48 HOUR WRITTEN NOTIFICATION. CONSTRUCTION -RELATED INSPECTIONS SHALL BE REQUIRED 7. FOR THE FOLLOWING. NOTE THE ITEMS MARKED WITH AN ASTERISK INDICATES AN INSPECTOR ON BEHALF OF THE COUNTY OR OTHER QUALIFIED EMPLOYEE OF THE COUNTY MUST BE PRESENT DURING THE INSPECTIONS. NOTIFICATION TO THE COUNTY MUST BE PROVIDED TO THE COUNTY 48 HOURS PRIOR TO THE INSPECTION. A) HOT TAPS TO POTABLE WATER LINES LARGER THAN 6 "AND WASTEWATER SYSTEMS LINES GREATER THAN 4 ".* B) MASTER METER AND BYPASS PIPING. C) JACK &BORE CASINGS.* D) PRESSURE TESTS.* E) INFILTRATION/EXFILTRATION TESTS.* F) LIFT STATION INSTALLATION, PRIOR TO COVER-UP AND START-UP.* G) LIFT STATION START-UP.* H) CAMPING OF SEWER LINES.* I) PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS, POTABLE WATER MAINS AND NON -POTABLE IRRIGATION LINES.* NOTE: FULL BORE FLUSHING AND PIGGING OF POTABLE WATER LINES NEED ONLY WATER DEPARTMENT INSPECTION. J) TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF CONSTRUCTION AND THE WARRANTY PERIOD ("IN -OFFICE REVIEW"). K) CONFLICT CONSTRUCTION.* SMALLER. L) CONNECTIONS TO EXISTING POTABLE WATER, NON -POTABLE IRRIGATION WATER AND WASTEWATER SYSTEMS.* M) 8 "DIAMETER OR LARGER CASING INSTALLATIONS.* N) OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY THE COUNTY STAFF AT THE TIME OF CONSTRUCTION DOCUMENT APPROVAL. 0) CHLORINATION OF WATER LINES AND REFLUSHING OF LINE AFTER CHLORINATION (NEEDS ONLY WATER DEPARTMENT INSPECTION ONLY).* P) INSTALLATION OF TEMPORARY METERS/BACKFLOWS.* Q) BACTERIOLOGICAL SAMPLING (NEEDS WATER DEPARTMENT INSPECTION ONLY).* R) HOT TAPS TO ANY WATER CONCRETE MAINS, PRESSURE TESTS ON LINES 20 "AND GREATER, AND CONNECTIONS TO EXISTING POTABLE SYSTEMS GREATER THAN 12 "NEED TO BE INSPECTED BY THE WATER DEPARTMENT AND CDES.* S) FIRE FLOW TESTING. ��,"T'.R""" GREATER NAPLES FIRE RESCUE DISTRICT r` FIRE AND LIFE SAFETY 2700 N Horseshoe Dr. •Naples, FL 34104 <tRE RESC��' Phone: (239)774-2800 Fax: (239)774-3116 TM Hydrant Flow Test Date: 1 � / `1 k Time: � • �oP w Tested By: � � T� Location: 13701 Salrta Barbara Blvd„ 7-Eleven #34816 Rebuild Requested By: Marcia Cornelison Date: 10/15/18 Email: marcla(a,cornelison-e11Q.com Phone: 813-788-7835 Comments: Hydrant Flow Discharge Static Pressure: I (� o Residual Pressure: 7 � Port Size: 7 � 7- Flow PSI: 28 GPM: t� � 2 Port Size: � Flow PSI: � GPM: Port Size: � Flow PSI: � GPM: Total Flow:�l'1 5 Z�' Fire Flow @ 20 PSI Residual: � �11 3 �- Inspector comments: Professionalism -Integrity ^• Compassion LEGEND: s5 PROPOSED SANITARY PIPE EXISTING SANITARY PIPE wM PROPOSED WATER PIPE EXISTING WATER PIPE E PROPOSED ELECTRIC LINE T PROPOSED PHONE LINE PROPOSED STORM PIPE EXISTING STORM PIPE _.. PROPOSED STORM INLET CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 U � z�� N O (HMO rn � W � w�a00o � 0 � W w=¢i'� V W s=1 zw``ozo (,HIV N� Z J W w � W Q >r�Zw zQ��o I\ �=�Sw w�o00p�Q 3 ��i�� OpM � U � � M U p O J cV � � O Z G z G O U J C'7 Q ap U_ O w W � U 00 0 o_ M WJ w J � w J a QZ Zo � m z a Q g w � � >w m z W � z � O w � w � � � � _ � o_ I` M � � } m m � m o o w Z Z Y (� Q� (n U Q� W U U cn W � D_ � 2 � cn Q p U p w (D U Ni�Hi�H: O O O CV CV CV � � cM�l � `� N � ti � O O O Z Z Z � � � U U U Z Z Z O O O U U U � � � w w w v7 d d d z O � � � (n �_ �_ �_ > > > > W W W W � � � � ��©© rn II//�� Lu ``��11 � O � / ..•• `� �� ••.N � • M W 6•�� n �0;� � ; w � O O:J►_ Q H � IJ11z - U �;c� : _- Q O:O � � a OQ i � ; � Z � !�v .• Gj � U � � / ••• ''' ��•••••• i G� � J � (� O �i'' � � ••••••O�V ``` � LL � 11 ;; ```� II • I� � 1 i Know what's b@IOW. CaII before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C07 Packet Pg. 3329 c w 0 cn = 0 N � EU C o .� U � oU Q � � E `° a o � N rn o E' N � Q E, Q N � 00 U U 3 0 � � � .� Z Q � c J � d � o O °� w .� U � Q wN J � z �° o r; � o �' E U .N c� o � U U �� 7 � � o � _ U U � a � c� Z � � t > � m � � � Q m a, � � c -o c� Q o � U � � o � L o a N o E w ca c � �% 7 � o �� c� N 0 � •1•��p'� °`L ,o�' TTOP OF PK NAIL &DISK x o� I I x -�1• •��°-----------xx° x o� WITH "BM" LB #7143 xo ••• •� xo EREC 10 3918(NAVD '88) I I ••• • 6 °� °ti I I °� ••• • ° o� °j�---X------------Xx� - ��- • �• I I EXISTING ASPHALT TO •• �♦► REMAIN AT CONSTRUCTION ♦� I I--------�� --- ____--ELITF3AN�E------ • _ _ - - L1 xo� ////// - - - __ /// 1/i i x 1� / j/� a a a � xp � a a a i \�� j a a a �� . ,.' .- � � a a a .� � � / a a a '��= _ � � ,�^� / WITH "BM° LB #7143 ELEV = 12.47 (NAND '88) I � 6� I ■ o. / ti / - �� ■ / x � � � o- � � ��; / �� o o �'� � � i ■ - - - - - - � \`\��,/�-�__ / x'�°� do ,�`' � x.�ti ■ I ■ x xx ti / / `'�� \�� x i w w DURAWATTLF/ �T�) \`��'�,\ `��'� °__,` I: � 0 20 40 �� (OR EQUAL) x ° ,� ,�� xxx �> �� X�� I I � � SCALE (IN FEET) � xy � �� xxti [[o] I � I ■ ■ ■ ■ \ LIMITS OF DISTURBANCE (TYP) \\``�'�� tip°` .,�;� (ME�� ^ <� i' / 1 �L< 06 �'� 0 � - � Pp ! x x � I I I ■ lx� � ti ' �.<� � ��' �� xc'� xc' a � a x0 CONS RUCTION ENTRANCE � xx � �\ ,�o �� I �' ■ xx r\ ��>'�\\x ��'� (SEE ROSION DECAIL SHEET) / �6 � sF � � �° i \\ xxx xx / /� I � V i, � li o 0 o x SF ' N „�6 0 / x \ o `� TYPE III SILT ,FENCE ■ ■ �� / h �� / / � "� ,o. �\ �� (SEE EROSION DETAj� HEET) I I � ■ �' v .' a a a I �� 1� � x � � SF ti� � o� I ■ i i'C � �, � �°' ti �o x� � °�� x �A 1i� � ti ■ ■ � v �� ,� �� ,, � � �. xL7 i � II � h� ��' �g� /�i x0. x0. i` �\ 11 y�� I x0. x / / "\ \ PRESS/ � II xx°� x� xx®�� \ xx S,F = ryr � j xx`L ' � ��PR I V � I ■ �� \ S LTSACK INLET .'� �'�� \\ PR TECTION (SEE �'� o �'�� o .'� S19��rECCK INLET 3 EROSIONTAIL o SHEET) (TYP).,^�w xoh P�ECTION (SEE' xo6� xo�x xo�o '- ERO�t6N \DETAIL �SH1=ET) - - - \ �� (TYP) � v ' �i � 30' v -- 9.--�� --D� - D -- - D�tCP-- I �� \ i� \ °v ° vvo ,, v �'C' �,'� �'� xo�o ,- � � � x /� ° o °� xo. x .' �o �' xo. �: �C ��. .' \ �' .' \ .' \ �• ' �� ° a d° 4 �\ i' \ P i' e �o ��. x�\ ��. xo. ox xo. � a o. x a° a a° o. xo %� �� Q � ° a � .' .' �' \ .' �� \ �. \�� TYPE III SILT FEN E �.' ' (SEE EROSION DE AIL SHEET) /�� /��. � � a� x0� x a a � ° � a x a ° 4 �� ■ ■ � \ � [� \ /\ ` \ xxx \\O`O ,x�� a �� ■ ■ O ;. / � � � V ` x � ■ co o � xo \ o °x / o� � � � oti � ■ ti M x x x xx EXISTING 1-1L2" WATER �� w�� - - \o �\� x�Q; o ,�� x,ti. \ ■ x'` rL I \ 1 I I� a� l x�CYP�(ESS xo� � x vv D 3 � \ / � \ \ � I O� \ � \ I � � I I j \\ \ wM STREET LIRHT x� � \\\ �� I 0 ti � X x � of x x # / xx � x �� x xx � � x 1 '� � I I III xxp 3 \\\�� , I ; �� n,1� � I I III Iz I \� � � �� rs`; I '� I I III abl M � / II �,..�s I ° 6 0� /,ti////�/// /////////q�///X/////%b AK I I I x0 x x v x °C� I p� ci � x x� � pub x °C; � ° °` / oj� `b V fax ,5�� I � x � � a � x x "I x�' � �� I � � o � ° I I I II x I I I II xx° I �� I I I I I x \ a�° I f �-IoAK � �� I I I I �� I F � � I I II � i \ � i � �, 'S � �,`� xxx' x'� a ° � 0 � .�'` � o � � o o a - o � o I� ^� ' ��' �. �� x0. x0� xc' x x xx x a A a s "�° a� Xn �� xxp� N x0� ,4'9� �'` I I ,.''�v �' � ° � x � x �° �� z,. �r� � I x I I I I '' \y�' � I ELEYEII ° o° � � � a � �� .'� \ '� \ .' �' ' �� N F �� oo �' �, � " �� o°` a� .' �o �' o� o 0 0� x � \ �. x x0. x .' \ � a a ,� y� I o 0 0 o ' '�� - � �. ° i' i' V, I I ... /' \\ /' � I d J 4 �i \ �i a ,� >' � � '� i ° ��' \ �.' \ �. � o� xti o a � a �' \o�'i' xo� o y'n o ° o i � x O� p� 4 x x ,�� x °�� xx tia xx ® I �� '` xx ° � I I ,�. ° a o �`� � I 0 0 � ,J '\`O '`k X,��o a � ° a a a x x .. � �� -O -' G n ��l � °�o�j I °° I ��,'� I ��4 I xo. x � xx. � � � x _, x ,� � r,.� x �x� x� # I �� OAK10"° I I I II xx0 _ I I � I I I II ■ 1 � � I I II D �� o I o x� 11y o o x° �K �°� I ��' I ^,`L /\' x� / � x x '� xx x � � �x xx Ix xx° x I �� a� �2 xxx xx° I x�� x I I ��' \\ ��' \ � SILTSACK INLET � � 11 �� n ��i I I I I I �� \ �� \ PROTECTION (SEE II � � I ,.xo,s I I I � �> /�� II EROSION DETAIL SHEEP) I � � ° ,�^� � I I I �� \ \ ��' 3 i i' �\ xx° � �' xx° � xx° �xp x'x° xxp xx° ��' \ \ ��. ' .' � � - - ��'<\\ /��' DURAWATTLE (TYP) (OR EQUAL) ��• \ ��. v SITE BENCHMARK #2- .' � .' o i e \ a " .. o i ti � \ xp � ti o �� I o. �O WITH BM LB #7143 // � �' x'�° xx � i J<x ,�o LEV = 10.24 (NAND '8�) �� ' �' x REC 10/3/18) ` j � \ o. / �' \ �' % \y''� / �' � � j \ o . / � xo xo. ^, xo / �� x x x0. O x / � h �n,� 9"OAK( (� eS F �� 1 i� �b1J o �� j�tix � � I/ xxx Z �s �� x �k \��/�.s -� O� r � ..�` 8'.OAK � �j � w� � .gyp' � X / S � - - �� a. `--� v. v.n �.. v.n �� O O °. 6 Xx°-------- X�°------------�`------------�------------�------------X°----- �� x:1 ___ °j� x°� ��-_- -_��° � xx � x � x°� ,�'� �x x i ENGINEER: CORNELISON ENGINEERING &DESIGN, INC. CRAIG L. CORNELISON, P.E. #55433 38039 OLD 5TH AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE: (813) 788-7835 EMAIL: Craig@Cornelison-eng.com DEVELOPER: 7-ELEVEN, INC. CONTACT: JOSH TAYLOR 1209 S. WHITE CHAPEL BLVD., STE 180 SOUTHLAKE, TEXAS 76092 PHONE: (817) 912-5572 EMAIL^jtaylor@verticalcm.com CONTACT: PAUL J KATREK 500 WEST FULTON STREET SANFORD, FLORIDA 32771 PHONE: (407) 322-6841 EMAIL: pkatrek@cphcorp.com /-�_____ I� � x°� x � � I ° � I I II I � � I I I� ° � �, o + �� ti �o a o � � I ��' tid °� ��° � x� � � O I xxx I '{F.x°. x^ � xx°. / I� x0� ,�0� xo �?� �'�� I x o �I �� I / I�x 4-8c x°tip Ixo° x I I I I 0 1`` � -, x n (' 0� '' / �� I I I I ' _ �� ////// //i//////////////o ///////////////// ////////i////,�/////,� � � ti I � I I I I / X� / x / II xx xx X ° x ° X� X I I //� o� - - - j LIMITS OF DISTURBANCE (TYP) �� / I �� I I I I �� , I - � ---- �--- � / �� I I I I I I xx // I x°�O /xxx 48.0' xxx I � xxx � o // I x -% I � I I I ° / � � � o � I/ �� I I �I II x �„ -� �x ° / � _ �yx x �� xxx � I ,�� I,�� Ix^�o� xx° I � xx° � .� _P1�c..= - 4� -per 1 /. �. � � � � � � � % xx xxx x^P �' � I x _ � 10" N CYP�ESS � / / F°1 b � xl � / / � � % RLM \\ � °6 / I /h `@ Fa„^�xl .-I xx r� ��` ``� � 7 � �i��/ �� y�_�10 � / 11!*l�ggAC�E � I I I I ��xx. � � � x� �� J Z s Z� s Z� 1 a� %r:��c cE � i ��-.y,1°" I I I � ////// � x`L � x. Z �. v,n�,4K Z .., � M o �W �� CYPRE xx � A C' OAK x 5 -4"c OAK x �� C1d�BAG j ��'% � � x M xxx I I I I � x .. �s 4 9 c x - - 4'-s..cx - 1? L / ` ` , " -� ------------- � -- (,� I Iti iiiiiiiiiiiii I � x`L x��x� �xti I I I .4.- I x x �x I I I I x° oo� �DURAW�TTLE (TYP) oo xti� x�� ^� I� I ° I I I xx (oRx�QUAL> ----a° ----------^ x xxx ° I I I I I x � -� LIMITS OF DISTURBANCEi (TYP)�` I I I I II � I � I I o � �� o � h� x° xo� �x x - � x`� � � 1x ��x xx°00 xx�� xO�x� xxx x \ x� � x x� x �V�° Ixx°. � � N I I xx EROSION CONTROL MEASURES SHOWN HEREIN ARE THE RECOMMENDED MINIMUM EROSION CONTROL MEASURES. CONTRACTOR IS RESPONSIBLE TO IMPLEMENT ALL EROSION CONTROL MEASURES AND TO MODIFY AS NECESSARY TO ENSURE COMPLIANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES). SITE BENCHMARK #1 TOP OF PK NAIL & DISK WITH "BM" LB #7143 ELEV = 9.93 (NAND '88) (REC 10/3/18) SITE BENCHMARK �2 TOP OF PK NAIL & DISK WITH "BM" LB #7143 ELEV = 10.24 (NAND '88) (REC 10/3/18) DISTURBED AREA AREA = 62,619 SF, 1.44 ACRES RECEIVING WATER , 2 GOLDEN GATE CANAL LEGEND: r. I j I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I PROPOSED STORM PIPE INDICATES DIRECTION OF SURFACE �� WATER FLOW EXISTING STORM INLET PROPOSED STORM INLET sF PROPOSED SILT FENCE �W � PROPOSED WATTLE �� LIMITS OF CONSTRUCTION °°°° ° ° ° ° °°°° vvvv °°°° PROPOSED INLET PROTECTION 0 0 0 o � � O CONSTRUCTION ENTRANCE EROSION AND SEDIMENT CONTROL PLAN NARRATIVE: 1. EXISTING SITE CONDITIONS: PROJECT AREA IS CURRENTLY A GAS STATION/CONVENIENCE STORE LOCATED IN UNINCORPORATED COLLIER COUNTY. THE SITE CURRENTLY DRAINS VIA OVERLAND FLOW TO AN EXISTING PRIVATE STORMWATER COLLECTION SYSTEM LOCATED ALONG SAGE ROAD. THE PROJECT DISCHARGES TO AN EXISTING MASTER STORMWATER MANAGEMENT SYSTEM WITH A DISCHARGE INTO THE GOLDEN GATE CANAL. NOTE: ALL EROSION AND SEDIMENT CONTROL MEASURES TO BE COMPLETED PRIOR TO COMMENCING ANY OTHER WORK. 2. PROJECT DESCRIPTION: PROJECT SHALL CONSIST OF CONSTRUCTION OF A PROPOSED 7-ELEVEN CONVENIENCE STORE ALONG WITH SITE RELATED INFRASTRUCTURE AND LANDSCAPING. 3. THIS SITE DOES NOT CONTAIN ANY CRITICAL OR SENSITIVE AREAS. 4. CONSTRUCTION SCHEDULING: ORDER OF EROSION CONTROL CONSTRUCTION (PRIOR TO LAND DISTURBANCE) A. INSTALL CONSTRUCTION ENTRANCE, AND DESIGNATE EQUIPMENT AND CHEMICAL STORAGE AREAS. B. CONSTRUCT SILT FENCE AND INLET PROTECTION AS INDICATED. C. PERFORM LAND CLEARING AND GRADING, INSTALLING E&S COMPONENTS AT THE EARLIEST POSSIBLE TIME DURING GRADING ACTIVITIES. D. MAINTAIN E&S MEASURES THROUGHOUT THE GRADING PROCESS. E. STABILIZE SURFACES IMMEDIATELY IN AREAS WHERE WORK IS DELAYED OR COMPLETED. F. INSTALL PERMANENT STABILIZATION MEASURES, SUCH AS SEEDING AND MULCHING, SODDING, AT EARLIEST POSSIBLE TIME G. FOLLOWING COMPLETION OF GRADING AND CONSTRUCTION ACTIVITIES REMOVE TEMPORARY CONTROLS AND STABILIZE ALL DISTURBED AREAS. 5.INSPECTION AND MAINTENANCE SCHEDULE FOR BMP'S AND EROSION CONTROL DEVICES: NPDES REGULATIONS SPECIFY THAT ALL EROSION AND SEDIMENT CONTROL BMPS AND STORMWATER OUTFACES MUST BE INSPECTED AT LEAST ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A RAINFALL EVENT OF 1/2" OR GREATER. CLEARING AND SITE PREPARATION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING AND/OR DEMOLITION. REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. NOT ALL NOTES MAY BE APPLICABLE. 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE. 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 6. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. 7. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY CONSTRUCTION FENCE AROUND ENTIRE PERIMETER OF PROPERTY. TYPE OF FENCE IS TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR APPROVAL. 8. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES. EROSION AND SILTATION CONTROL: 1. GENERAL: ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, CLEARED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION. WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED TO PROPERLY DETAIN THE INTENDED STORM � QUANTITIES. I 2. PROTECTION AND STABILIZATION OF ON -SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS THAT PREVENT EROSION OF THE STOCKPILED MATERIAL. CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED I LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL ANY UNSTOCKPILED MATERIAL REMAIN MORE THAN THIRTY (30) CALENDAR DAYS AFTER SUBSTANTIAL PROJECT COMPLETION. I 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM � SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT I TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED I AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE I APPROVED BY THE ENGINEER BEFORE INSTALLATION. I 4. SEDIMENT BASINS AND SEDIMENT TRAPPING MEASURES: PERIMETER BERMS, SEDIMENT I BARRIERS VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF WATER, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF I VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND I ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER I DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES, INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED I FROM DRAINAGE DAMAGE OR EROSION WITHIN ONE WEEK OF INSTALLATION. I 5. SWALES, DITCHES AND CHANNELS: CHANNELS LEADING FROM THE SITE SHALL BE I � SODDED WITH ARGENTINE BAHIA WITHIN THREE (3) DAYS OF EXCAVATION. I 6. UNDERGROUND UTILITY CONSTRUCTION: UNDERGROUND UTILITY LINES AND OTHER � STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING I STANDARDS: I A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE I TIME; I B. EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES AS I LONG AS SAFETY AND SPACE CONSIDERATION ALLOW. TRENCH MATERIAL SHALL j NOT BE CAST INTO, (OR ONTO THE SLOPE OF) ANY STREAM, CHANNEL, ROAD, � DITCH OR WATERWAY. 7. ALL EROSION AND SILTATION CONTROL DEVICES: SHALL BE REGULARLY INSPECTED AND � MAINTAINED, (ESPECIALLY AFTER EACH RAINFALL) AND WILL BE CLEANED OUT AND/OR I REPAIRED AS REQUIRED. I 8. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED I TO RAIN SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS I ENTERING THE STORMWATER SYSTEM. � 9. APPLICATION RATES AND METHODS FOR USE OF FERTILIZERS AND PESTICIDES AT THE I CONSTRUCTION SITE SHALL CONFORM WITH ALL LOCAL AND STATE ORDINANCES. � NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAIN VEGETATION SUCH THAT DISCHARGES WILL NOT CAUSE OR CONTRIBUTE TO VIOLATIONS OF STATE SURFACE OR GROUNDWATER QUALITY STANDARDS. � 10.OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST SHALL I BE MINIMIZED BY CONTRACTOR. I DEWATERING NOTES: 1. DURING THE EXCAVATION OF THE STORMWATER PONDS, THE CONTRACTOR MUST CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE A CELL IN THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A BERMED AREA ABOVE GROUND. ALL DEWATERING MUST BE HELD IN THE SEDIMENT AREA UNTIL THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURBID DISCHARGE. 2. DURING EXCAVATION THE CONTRACTOR SHALL NOT PENETRATE THE EXISTING CLAY LAYER IF PRESENT. IF THE CONTRACTOR ENCOUNTERS THE CLAY LAYER, HE/SHE IS TO PLACE A MINIMUM OF 2 FEET OF SANDY MATERIAL OVER THE CLAY AND TERMINATE THE DEPTH OF THE EXCAVATION. 3. IF CONTRACTOR ENCOUNTERS SILTY/CLAY SAND, WHICH CAUSE THE WATER TO BECOME TURBID, HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH A CHEMICAL ADDITIVE SUCH AS ALUM IN ORDER TO PROMOTE THE COAGULATION AND SETTLEMENT OF THE PARTICLES FOR THE WATER TO BECOME LESS TURBID. IF TURBID WATER IS ENCOUNTERED DURING EXCAVATION OF THE PONDS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY TO DETERMINE THE COURSE OF ACTION THAT IS APPROPRIATE TO ELIMINATE THE TURBIDITY AND ALLOW DISCHARGE THAT MEETS WATER QUALITY STANDARDS. 4. THE CONTRACTOR SHALL SEQUENCE THE EXCAVATION OF THE STORMWATER PONDS SUCH THAT A SEDIMENT BASIN WILL BE AVAILABLE AT ALL TIMES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY TO ENSURE THE WATER WITHIN THE SEDIMENT BASIN BECOMES NON -TURBID AND ACCEPTABLE FOR DISCHARGE OFF -SITE. BEST MANAGEMENT PRACTICES: � THIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH APPROPRIATE CONDITIONS � OF LOCAL, STATE, AND FEDERAL REGULATIONS. THE PLAN ADDRESSES THE FOLLOWING �" Z � � AREAS: Z ,'T � z r�i � o0 1. GENERAL EROSION CONTROL. � '�" � �" � "� � � 2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. � �--� W w � °O °N° � 3. CONTROL OF WIND EROSION. �1 " i � � zo THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE W � � J `� � APPROPRIATE SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. IT SHOULD BE Z i--i � z = 00 z Q NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED BMP(S). �" � � � } ix w ^� THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL 0 � W VWI'�z� w = � z o MEASURES AS SPECIFIED IN FDOT INDEX #102 AND AS NECESSARY FOR EACH SPECIFIC o= � N , N � APPLICATION. J Q i? w � � DEMOLITION NOTES (IF NECESSARY): �� zQ��o � � � _ w �� 1. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING � o °r° � WITH DEMOLITION ACTIVITIES. o � ,!� '-` 2. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. `-' o � 3. SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED T0: °O M � A) ROADWAY „ � o�Mo B) DRAINAGE AREA o C) SITE UTILITIES D) LANDSCAPING 4. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. � 5. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS Z INDICATED ON PLAN AS "EXISTING TO REMAIN." LLI 6. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. LL.I 7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY C� AND DISPOSE OF OFF -SITE IN A LEGAL MANNER. 8. LOCATE EXISTING ABOVE -GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK. IF Q UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND z PROTECTION DURING DEMOLITION OPERATION. Q 9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 10.DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE REMOVED." � 11.PROTECT: STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, OTHER FACILITIES FROM C� DAMAGE CAUSED BY: SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT, OTHER z HAZARDS CREATED BY THE DEMOLITION OPERATION. O 12.FOR SELECTIVE CLEARING REFER TO LANDSCAPE PLAN. U 13.CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS, OR BETTER. FURTHERMORE, CONTRACTOR SHALL PROVIDE TO THE ENGINEER A PHOTOGRAPH J OF PRE -CONSTRUCTION CONDITIONS AND POST -CONSTRUCTION CONDITIONS AS NOTED � Q ON PLANS. U 14.CONTRACTOR SHALL MAINTAIN STORMWATER MANAGEMENT SYSTEM TO INSURE NO � - DAMAGE TO ADJACENT PROPERTIES OCCURS DURING 100-YEAR STORM EVENTS. � � GENERAL NOTES: � w W U 1. SITE DEVELOPER TO PROVIDE GRADING TO 0.1 FT PRIOR TO PAVING. � � 2. ONCE SITE IS CLEARED, EROSION CONTROL MEASURES (I.E.. SEED AND MULCH) WILL BE IMPLEMENTED IN ACCORDANCE WITH THIS PLAN. � O 3. ALL ROADWAYS SHALL BE MAINTAINED/SWEPT DAILY TO REMOVE ANY DIRT CV TRANSPORTED ONTO THE EXISTING PAVED ROADWAYS. J SECTION 1 GENERAL EROSION CONTROL: � 1.1 GENERAL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL POND SLOPE FAILURES. WHILE THE VARIOUS � TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE � z EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES. � Q 1.2 CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY USED FOR CONSTRUCTION (n M ACTIVITIES SHALL BE COVERED WITH HAY AND/OR OVER SEEDED AND SUFFICIENTLY w � � WATERED TO STABILIZE THE TEMPORARY GROUNDCOVER. 1.3 BANKS OF RETENTION/DETENTION PONDS SHALL NOT BE CONSTRUCTED STEEPER THAN � � rL O 4H:1V FROM TOP OF BANK TO TWO FEET BELOW THE CONTROL ELEVATION. Q z � 1.4 A 1-FOOT WIDE STRIP OF SOD SHALL BE PLACED ALONG ALL CURBING AND AROUND ALL INLETS. SOD SHALL BE PLACED BEFORE SILT BARRIERS ARE REMOVED. z � 1.5 THE CONTRACTOR WILL STABILIZE BY SEED AND MULCH, SOD, OR OTHER APPROVED � Z MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING COMPLETION OF THE � 00 Q UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS z Q U UNTIL FINAL ACCEPTANCE BY THE OWNER. THE CONTRACTOR IS TO COORDINATE WITH � w THE OWNER REGARDING THE TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION � Z REQUIREMENTS. m z % Q � O SECTION 2 PROTECTION OF SURFACE WATER UQ ALITY DURING w J � � p AND AFTER CONSTRUCTION: W o o D- � M = W (n 2.1 SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING THE FOLLOWING BEST MANAGEMENT PRACTICES IN THE CONSTRUCTION PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS. 2.2 WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. } 2.3 EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY 00 } m OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION o � m 0 ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, w w z z Y THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE o � Q w FOLLOWING: Q U cn w � �� 2 � A. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST � Q o v o w U v PRACTICAL UPSTREAM LOCATION. B. STORMWATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS INDICATED. PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS °� °� PRACTICAL DURING THE VARIOUS STAGES OF INLET CONSTRUCTION. SILT CV CV BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE. Q 2.4 HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL p N o 0 BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN SUCH AREAS TO CONTAIN SPILLS OF OIL, GREASE OR LUBRICANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND USE ABSORBENT FILTER PADS TO CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE. 2.5 SILT BARRIERS: ANY SILT WHICH ACCUMULATES BEHIND THE BARRIERS AND ANY FILL USED TO ANCHOR THE BARRIERS SHALL BE REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE � � BARRIERS. w w 2.6 PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM � � ENTERING A LAKE OR SWALE BY INSTALLING A TEMPORARY SEDIMENT SUMP AS REQUIRED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE O O UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. U U SECTION 3 CONTROL OF WIND EROSION: z z O O 3.1 WIND EROSION SHALL BE CONTROLLED BY EMPLOYING THE FOLLOWING METHODS AS NECESSARY AND APPROPRIATE: � � A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS w � w � NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE z NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS O_ � � NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE � � � ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B. AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARE � � � EARTH AREAS SHALL BE VEGETATED. C. ANY TIME DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION IS NOT EFFECTIVE IN CONTROLLING WIND EROSION z � N AND/OR THE TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. �_ II//�� LLi ``��11 O � / `� �� ..N �� .... � �� i0 �i z `f' `��' • M � 6' � � � � �n � :•�, � . y O O:J►_ o wz �p;� ; w � Q H � - U : - Q O:O � � a UQ �;c� II CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 1 Know what's b@IOW. CaII before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C08 Packet Pg. 3330 w U O T Q t6 0 3 0 w U p .� w 0 .� ,_ 0 U T O Q a 0 .� N O w 3 0 L c 0 c � o `� � w �� o U � � � @ r ILA N V Q o � � E cB coo N o .. � � N � � �� o N � � � N n c� � � 3 � U o U 3 0 � .� J v � � W m p N � o O � � �- W .� I U (� n W N J a> 0_ w Z o 1 � 1 -Q a� o °' U �� .� o � U .0 >_ 7 � .L-. � � o c O � U � � L c� N U � � � � N Q � c� z a m � c� � n>_ (� rn m � �� N a 1 � � U I o � Y 0 rn �_ � .3 o_ o E w ca � c � �� o �� N L p � STATE OF FLORIDA EROSION &SEDIMENT CONTROL -DESIGNER &REVIEWER MANUAL 50-FT MINIMUM EXISTING PAVEMENT A �� ' A f� 6" MINIMUM FILTER CLOTH SIDE VIEW 2-TO 4-IN. ROCK EXISTING GROUND (NTS) 50-FT MINIMUM ''' � 6-FT �� , �� ,�� ,�� '�%�''� � MINIMUM ° a ° 4 � ° � a° i�� a 12-FT ° '%%�� MINIMUM �E�ISTING ;�� PAVEM E�1T =�; � - i //%/ / �� // � ' // ///j // 4 '� �'''�� MINIMUM ° ��% , PLAN VIEW g ° 2-TO 4-IN. ROCK � (NTS) 1 o—Fr � o MINIMUM 6" MINIMUM I ILI LI\ VLV I I I SECTION A -A (NTS) 3-IN MINIMUM 2-TO 4-IN. ROCK SOIL TRACKING PREVENTION DEVICE C`II T CCAI/"�C STORMWATER RUNOFF �� SILT FENCE PROTECTION IN DITCHES WITH INTERMITTENT FLOW �� ; ; SILT FENCE PROTECTION AROUND DITCH BOTTOM INLETS EXPI R ES INSERT 1" REBAR FOR BAG REMOVAL FROM INLET OPTIONAL OVERFLOW SILTSACK® DUMP LOOPS (REBAR NOT INCLUDED) SIDE VIEW INSTALLATED INSTALLATION DETAIL SILTSACK INLET PROTECTION DETAIL (TYPE A) N.T.S. FILTER FABRIC MATERIAL SECURELY FILTER MATERIAL FASTENED TO THE MUST BE PLACED IN POSTS OR WIRE MESH A 6" X 6" TRENCH — IF USED. � WITH "L" SHAPE BEFORE BACKFILLING AND _ � COMPACTING SOIL. � WOOD OR STEEL � / � POST INSTALLED ,� u BEFORE COMPACTING BACKFILL MATERIAL \ I RUNOFF '�A �� .�, :�-, 12 INCHES �/� /�\�/�\ (MIN) \/j ��j\�j� APPROXIMATE ��\\ .��%\��\\ 6—INCH BRENCH SILT FENCE APPLICATIONS TRENCHING METHOD ATTACHING TWO SILT FENCES 1 st FENCE - - 2 nd FENCE PLACE THE END WHEN FABRIC IS INSTALLED IN A POST OF THE TRENCH WITH COMPACTED SOIL, SECOND FENCE ANCHORS CAN BE ATTACHED TO INSIDE THE END D TRENCH REDUCE THE POTENTIAL OF POST OF THE "BLOWOUTS" FIRST FENCE (NOT NEEDED IF SLICING METHOD USED) ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE — DIRECTION TO CREATE A TIGHT SEAL WITH THE FILTER FABRIC FABRIC MATERIAL MATERIAL SECURELY FASTENED TO THE DIRECTION OF RUNOFF WATERS DRIVE BOTH POSTS OR WIRE MESH IF USED. I POSTS ABOUT 12 � � i INCHES INTO THE WOOD OR STEEL GROUND AND POST INSTALLED BURY FLAP IN AFTER COMPACTION TRENCH OF "SLICE" RUNOFF //\/��/ 8 TO 12 /j�� /�� i INCHES 12(MIN) ES �j �\�� l SLICING METHOD INSTALLING A FILTER FABRIC SILT FENCE N.T.S. DRIP LINE s1 RIGHT I I \ L_ L_ BARRICADES SPECIFICATIONS - WOOD BARRIER 1. MINIMUM RADIUS TO BE PROTECTED: A. HARDWOODS - 2/3 DRIPLINE (DUE TO EXISTING ASPHALT, AS NOTED) 2. UPRIGHTS - NO LESS THAN 2" X 2" LUMBER. 3. HORIZONTALS - NO LESS THAN 1" X 4" LUMBER. 4. BARRIERS SHALL BE ERECTED AROUND ALL PROTECTED TREES AND PALMS, AND INSPECTED BY CITY REPRESENTATIVE BEFORE CONSTRUCTION BEGINS. 5. UPRIGHT POSTS ARE TO BE AT LEAST 4 FEET IN LENGTH WITH A MINIMUM OF 1 FOOT ANCHORED IN GROUND AND 3 FEET ABOVE GROUND. 6. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING, CONSTRUCTION AND HEAVY EQUIPMENT IS OUT OF AREA. CU Z N� � O��M� °° U� � � In J � � �� W �� Q � � N �Wi w �' �J�UO I��y—I T�� C� J � (.j � FBI �+ � � } j� W N I� w w=�zo =..7WAzw o= C� N (n Z W �yj�wQ Z � >�� zQao p I\ �=��w wl?��Q � � I � oolr, � � � � M U �� C� z w C� Q Z Q N� I..V z O U Q � U_ � � o w w � U 0 CV J v / J � � Q 0 (1) M w w w � J W J � a Q ¢ � z Z ' J O m w Z Q U � W � w z z i m � O_ � W � z Cn J O z o LLJ o = � � ti m � LJJ } m } p m p w m p W w Z Z Y � O � � U U cn W w � � = w cn Q p U p w U U n ►, Z O W O z "/'�� w ��`` O N N �. / � Z � �'� M W 6-•�2�! O �O _�0;� � z �n U; w O OJT w ��: Q� wz z w � iW;`% o ��.i z � O:O� cq�::�,;� �Q O �p �� • • G> � J W' ��'' O``�� i �� O �� ;; �► U DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C09 Packet Pg. 3331 � S o (n f L �� 2 � a� � U � f � E z E c� � N � .. c � � 0 rn z o N c __ ; N f � � c� i O s U � .� J z � � W c � � z f O f U .S f w J c w Q zµ SIGN NO FTP-21-06 AND FTP-22-06 SIDEWALK � o; i � � 6" HITE TYP) '� 9 a�-� 9 �-Ij-t 9 a�-� 9 �-Ij-t 3-6" WHITE CHEVRONS EQUALLY / SPACED PER AISLE. PUBLIC SIDEWALK CURB RAMP SIGN NO FTP-21-04 AND FTP-22-04 SIDEWALK `� �� g' _ i _ 12' i 5' i 12' _ i _ 12 � \ i 5' i _ 12' I 9' i 9' i 9' HITE 3 ' t m / 1 m w J m �I �� :� � �' � � �I I� I� N N N TYPICAL N N NOTES: 1. DIMENSIONS ARE TO THE CENTERLINE OF MARKINGS. 2. AN ACCESS AISLE IS REQUIRED FOR EACH ACCESSIBLE SPACE WHEN ANGLE PARKING IS USED. 3. CRITERIA FOR PAVEMENT MARKINGS ONLY, NOT PUBLIC SIDEWALK CURB RAMP LOCATIONS. FOR RAMP LOCATIONS REFER TO PLANS. 4. BLUE PAVEMENT MARKINGS SHALL BE TINTED TO MATCH SHADE 15180 OF FEDERAL STANDARDS 595A. 5. THE FTP-22-04 PANEL SHALL BE MOUNTED BELOW THE FTP-21-04 SIGN. 6. STALL DIMENSIONS SHOWN FOR REFERENCE ONLY. SEE PLANS FOR LAYOUT DIMENSIONS. H.C. PAVEMENT MARKING DETAIL PER FDOT INDEX 711-001 �� PARKING BY DISABLED PERMIT ONLY $250 FINE 0 I i� A (FTP-21-06) SIGN PER FDOT INDEX 700-102 (FTP-21-06) SIGN PER FDOT INDEX 700-102 (FTP-22-06) SIGN PER FDOT INDEX 700-102 (FINE AS INDICATED) 3/8" HOLES WITH HOLES DRILLED ON 1 " CENTERS FULL LENGTH IN FULL LENGTH IN METAL POST. (MOUNT WITH 5/16" x 2 1 4" BOLTS, TOP AND BOTTOM OF SIGN) 5/ A 1'-0" CONCRETE FOOTING (I YF'.) 3 1 /8" METAL POST Wi. OF BLANK POST SHALL BE 2-2 1 SECTION A A SIGN DETAIL N.T.S �/2„ NOTE: FORM 24' X 24' NOM. W/ FULL 1 " X 6" ," X 2" X , STAKE TO B REMOVED SAW CUT 1/4" WIDE BY 1.25"(MIN) DEEP CAULK SAW CUT PENETRATION FULLY. (SEE DETAIL THIS SHEET) 1/4"' RADIUS 1/2" CAULKING HAND TOOLED 1 /2" MASTIC 2' LONG #4 SMOOTH DOWEL ®18" O.C. VISQUEEN WRAP OVER ONE END OF DOWEL NOTES e r 2'-0" TYP. 0 I1 w �I J H � m `D 1'-0" TYP. N 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED WITHIN MUTCD 5. THE SYMBOL IS COMPOSED A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB OR WHEELSTOP. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY CODE. PRESSURE -� ��\��fv��j�\ TREATED 1 x WOOD COMPACTED BASE EXPANSION JOINT TYP. EXPANSION JOINT & REBAR LAYOUT DETAIL N.T.S. *NOTE: CONTROL JOINT SPACING SHOULD BE DETERMINED IN ACCORDANCE WITH THE CURRENT ACI CODE. in 4'-0" �2'-0" TYP. E X T 0 Y� ONSITE PAVEMENT MARKINGS ALL PAVEMENT MARKINGS TO BE WHITE PAVEMENT PAINT, UNLESS STATED OTHERWISE. ABOVE DETAIL FOR ONSITE MARKINGS ONLY. ALL MARKINGS WITHIN FDOT RIGHT OF WAY SHALL BE PER FDOT STANDARDS AND SPECIFICATIONS. 4" 4.53 s.f. 4„ 2.7 s. f. Use of pavement symbol in accessible parking spaces is optional, when used the symbol shall be 3' or 5' high and white in color. UNIVERSAL SYMBOL OF ACCESSIBILITY PER FDOT INDEX 711-001 CONC. FILLER 1 /4" WIDE SAW CUT 1.25" MIN. ' '^ r.. � ,. N.T.S. CONC. FILLER VULKEM 116 OR 245 (NON SAG) JOINT MATERIAL TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PROVIDE LIGHT GRAY COLOR TO MATCH CONC. SAW CUT MUST BE COMPLETED WITHIN 6 HOURS OF POUR. N 0 TE: THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE 1 /4 DEPTH OF THE CONCRETE. TYPICAL SAW CUT JOINT DETAIL N.T.S. 4" MIN. 5" MAX. 30' Max. D D D D D E D Flexible Pavt.� 5' S' S' S' S' S' S' - - J 120' Max. � 30' Max. 30' Max. A D D D D D E D D F 1 �5,1 _5' I _5' I _5' I _5' I _5' I _5 � � _ u _ � _5' Rigid Pavt.� "�� 5/8" OR 3/4" HOLES I 12 �±� � * "E" Join tls) Required When Length Exceeds 30' Graded Turnout Max. * � 30' Max. 30' Mc �®I®�®®!1■® � � � � SAWED JOINTS Side walk Varies l5' Std. 0.02 Mox. B C B C Flexible Pavt.� 5' S' S' S' - tl- Graded Turnout - J A B C B C B C B C B A B C B C A�� Rigid Povt. 5' S' S' S' S' S' S' S' S' S' S' S' S' n JI /y1J �- � � Co �J OPEN JOINTS EXAGGERATED SCALE LONGITUDINAL SECTIONS SIDEWALK JOINTS JOINT LEGEND A- %Z" Expansion Joints !Preformed Joint Filler) B- %8" Dummy Joints, Tooled C- %8" Formed Open Joints D- %6" Saw Cut Joints, 1%" Deep l96 Hour) Max. 5'Cenfers E- �6" Saw Cut Joints, 1%" Deep 112 Hour) Max. 30'Centers F- %2" Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate locations when called for in the plans or at locations as directed by the Engineer. NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS 1. Sidewalks shall be constructed in accordance with Section 522 of the FDOT Standard Specifications. 2. Provide detectable warnings that extend the full width of the sidewalk and 24" deep from the edge of pavement where sidewalks adjoin the fo/lowing vehicular ways -side roads and streets -driveways with signalized entrances -driveways with entrance volumes greater than 600vpd -driveways with entrance speeds of 25 mph or greater -right in -right out composite driveways Detectable warning surfaces shall conform to the requirements described in the General Notes of Index 304. To the extent practical, the rows of truncated domes in a detectable warning surface should be aligned to be perpendicular or radio/ to the street, roadway, or driveway, as applicable. For sidewalks continuous through driveways, detectable warning surfaces are not required. 3. For turnouts see Index No. 515. 4. Construct sidewalks with 1' thick Edge Beam through the limits of any surface mounted Pedestrian/Bicycle Picket Railing or Pipe Guiderailshown in the plans. See Sheet 1 for details. SIDEWALK DETAIL STD. 6" CURB O � TYPE 1 6'-0" STD. 6" CURB NOSE DOWN TO FINISH GRADE DRIVEWAY SURFACE CURB TRANSITION DETAIL N.T.S. I 2" MIN. I I � � 3" MAX. III � � I I W I PITCH � m 8" MIN. #4 BARS, 18" LONG Q U 9" MAX. OPTIONAL (TWO PER GUARD) R=2" W �� CAST OR RUBBED CONCRETE WHEELSTOP PER FDOT INDEX 520-001 2" MIN. 3" MAX. TYPICAL NOTES: 1. RECORD DRAWINGS AND CERTIFICATION OF COMPLETION SHALL BE SUBMITTED, SIGNED, SEALED AND DATED BY THE ENGINEER OF RECORD. THE DRAWINGS SHALL INDICATE ANY DEPARTURES FROM THE APPROVAL FROM THE APPROVED PLANS DURING CONSTRUCTION SHALL BE SUPPLIED BY THE CONTRACTOR. ASBUILT DRAWINGS SHALL BE CERTIFIED BY A FLORIDA LICENSED SURVEYOR. 2. THE HIGHEST GROUNDWATER WITHIN THE ROADWAY SHALL BE AT LEAST 1.5 FEET BELOW THE LIMEROCK BASE. 3. GOVERNING SPECIFICATIONS: STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION DESIGN STANDARD SPECIFICATIONS, LAST EDITION. 4. CONSTRUCTION DETAILS SHALL BE IN ACCORDANCE WITH STATE OF FLORIDA, DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC DESIGN STANDARDS, LAST EDITION. 5. ANY NGVD-'29 MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN DANGER OF DAMAGE, THE CONTRACTOR SHALL NOTIFY: GEODETIC INFORMATION CENTER ATTN: MARK MAINTENANCE SECTION N/CG-162 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 20852 TELEPHONE N0. 301/443-8319 6. THE LOCATION OF THE EXISTING UTILITIES SHOWN IN THE PLANS ARE APPROX. ONLY. THE EXACT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS AND ADJUSTMENTS, AS REQUIRED. 7. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR 72 HOURS IN ADVANCE OF ANY EXCAVATION INVOLVING THEIR UTILITIES SO THAT A COMPANY REPRESENTATIVE CAN BE PRESENT. 8. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS WHERE OVERHEAD TRANSMISSION LINES OR UNDERGROUND UTILITIES. 9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN PLACE. 10. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL OF FLORIDA (81 1) FOR FIELD LOCATIONS 48 HOURS BEFORE DIGGING NEAR UNDERGROUND UTILITIES. 11. KNOWN UTILITIES: WATER: COLLIER COUNTY PUBLIC UTILITIES SEWER: COLLIER COUNTY PUBLIC UTILITIES ELECTRIC: FLORIDA POWER & LIGHT GAS: TECO PEOPLES GASE PHONE: CENTURY LINK 12. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY W/ FLA. STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. 13. DESIGN ELEVATIONS ARE BASED ON THE SURVEY PREPARED BY OTHERS. 14. BACKFILL FOR ALL UTILITY AND STORM LINES AND AROUND STRUCTURES SHALL BE COMPACTED WITH NO LESS THAN 95� DENSITY. A COPY OF TEST REPORT SHALL BE SUBMITTED TO THE COUNTY ENGINEER. 15. APPURTENANCES FOR STORM SEWER, SANITARY SEWER, WATER AND OTHER UTILITY SYSTEM, SUCH AS MANHOLE COVERS, VALVE BOX COVER, ETC., WHICH ARE LOCATED WITHIN AN EXISTING OR PROPOSED PAVEMENT SUCH AS A ROADWAY OR SIDEWALK, SHALL BE AT GRADE WITH THE FINAL PAVEMENT. ACCEPTABLE TOLERANCE IS 3/8 INCH. A DEFICIENCY IN ASPHALT ROADWAY SHALL BE CORRECTED EITHER BY ADJUSTING THE APPURTENANCE OR THE PLACEMENT OF ASPHALT FORA LENGTH EXTENDING FROM THE APPURTENANCE AT A SLOPE OF 50:1. ELEVATION VIEW 3" O.D. TUBING U RACK I 1 LOOP 2 BIKES N.T.S. OR APPROVED EQUAL. TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS. MINIMUM BIKE LOOPS = 1 3/8" ANCHOR ROD CONCRETE GRANULAR NATIVE SOIL CU z�� O��M� °° i--i w "" o � °r° N Ww �'-' �J�UO ��y T�� C� J � (.j � FBI �+ � � } j� W N '� W w=�zo =..7WI�zw o= C� N v) z ww�w¢ zW >�� a� 0 I\ �=��w w�?00�Q �� 9i�� oo,r, � � � � M U �� c z w w Q Z 0 U J � Q � U_ � O w w � U 0 CV J 0 � � 0 � M J ~ J W J Qa Q Z Z z O_ J ' m Z Q U g w � � % w � W m ¢ � � z � z � w c¢n W 0 o � o_ ti o m = U 00 } � m m o w � W Z Z Y � O � � U U cn W � � � _ � cn Q p U p W U U u T 0 z _rn II//�� ui `��111 ..��j�jL /�� W cM ``�� \s��.. �'. O � C'') LL Q- �' �U> i J � ► �� . Z � � O J �_ � � W Z - U ; w � �;v � : z - Q �� pQ i��., z U7�v��` Up .. ...••' '//'� off``` U w � / 11 I 1 � DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C10 Packet Pg. 3332 �µ O f �L � L f � .� L a� � f i f z C f N � 0 rn 0 N i _; � f N � � � c>3 = S � S U f J z � � W c p � Z i O f U .S f W � J c W Q � Z µ 15 10 5 NOTES: SLOPE SLAB TO DRIVEWAY SLOPE 1 /4" PER FT. APPROPRIATE COLLAR & SPANNER WRENCH SERIES 6F-2-63 FROSTFREE HOSEBIB BEHIND BOLLARDS -3/4" C.W. FROM BLDG SUPPLY LINE- WOODFORD MFG. CO. MODEL W34 FREEZELESS YARD HYDRANT 1' BURY DEPTH (719) 574-1101 6" BOLLARDS SPLIT FACE BLOCK TO MATCH BUILDING TRASH ENCLOSURE WALL- SEE STRUCTURAL DETAIL SEE SITE PLAN FOR LOCATION OF DUMPSTER PAD AND GATES. VERIFY SCREEN WALL HT. WITH LOCAL JURISDICTION. ANCHOR SLEEVE - SET IN CONCRETE (TYPICAL) 26'-8" O °°t0 O "O� O Z a 2'-0" ° - ° ° i Q J a - a ° c. ° Qa ° a � a a ° � �o Q N a 25'-4" a 2J ° a a ° fi" REINFORCED EXPANSION JT. 1�2"�` a CONCRETF� APRON ° a ° a - ° ° � � �� 4" TUBE STEEL ' 12'-4'"� 12'-4"-�' 00 13'-0" 13'-0" DUMPSTER PLAN NTS PAVEMENT SLOPE AS PER PLAN O1-1 /2" TYPE SP-9.5 OR TYPE SP-12.5 ASPHALT SURFACE COURSE (SECTIONS 330 & 334) O2 TACK COAT O6" LIMEROCK, LBR=100, COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR OPROCEDURE (ASTM D1557) (SECTIONS 200&911) 4 PROOFROLL SUBGRADE (PER SOILS REPORT) 12" SUB -GRADE, LBR=40, COMPACTED TO A O MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE (ASTM D1557) (SECTIONS 160 & 914). LIGHT DUTY ASPHALT PAVING DETAIL N.T.S. LIGHT DUTY ASPHALT TO BE USED IN PARKING AREAS ONLY SEE SOILS REPORT FOR PAVEMENT DESIGN INFORMATION EXISTING EXISTING EXISTING AISLE HWTE (C NTROL E .) CURB PA KING EXISTING CURB 0 10 20 30 40 SECTION - A NOTE: PER SFWMD PERMIT 11-00364-03 FOR THE BERKSHIRE LAKES MASTER SURFACE STORM WATER SYSTEM, THE CONTROL ELEVATION IS 7.00' NGVD (5.73' NAVD). 15 10 5 STEEL ENCLOSURE GATES 4 x 4 x 1/4" STL. ANGLE PE""""'^" FRAME - WELDED - STEEL TUBE SET 54 DEPTH INTO CONC. FTG.- PAINT FINISH ee PAVEMENT SLOPE AS PER PLAN O2" TYPE SP-9.5 OR TYPE SP-12.5 ASPHALT SURFACE COURSE (SECTIONS 330 & 334) O TACK COAT 8" LIMEROCK, LBR=100, COMPACTED TO A OMINIMUM OF 98% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE (ASTM D1557) (SECTIONS 200&911) MAXIMUM 6" LIFTS O4 PROOFROLL SUBGRADE (PER SOILS REPORT) 12" SUB -GRADE, LBR=40, COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM DRY DENSITY O5 AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE (ASTM D1557) (SECTIONS 160 & 914). ASPHALT PAVING DETAIL N.T.S. HEAVY DUTY ASPHALT TO BE USED OUTSIDE OF PARKING AREAS SEE SOILS REPORT FOR PAVEMENT DESIGN INFORMATION EXISTING CURB _ _ LI E — — — — � �— EXISTING) � ` � — — -�- —� � �.i�,— EL.) 22 GA., 3" DEEP, MTL. DECK DUMPSTER ENCLOSURE ELEVATION NTS O1 MEDIUM BROOM FINISH 6" CONCRETE PAVEMENT, 28 DAY MIN O COMPRESSION STRENGTH OF 4,000 PSI FIBER REINFORCED 12" SUB -GRADE, LBR=40, COMPACTED TO A MINIMUM OF 98% OF THE MAXIMUM O3 DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR PROCEDURE (ASTM D1557) (SECTIONS 160 & 914). CONCRETE PAVEMENT DETAIL N.T.S. SEE SOILS REPORT FOR PAVEMENT DESIGN INFORMATION 15 10 5 c r n�u i '��ALL i __��®__ ��i��®® I_Rl.T.i��l��_ rW�W�� 50 0 10 20 30 40 50 60 70 0 10 20 SECTION - B SECTION - C 0 5' 10' VERTICAL: SCALE (IN FEET) 0 10' 20' HORIZONTAL: SCALE (IN FEET) 30 35 SHEET METAL CAP � 5/8" PAINT TO MATCH EIFS 2x CAP BLOCK � 6'-7-3/4" A.F.F. TOP OF WALL 8x8 BOND BEAM I W/#6 HORZ. I I SP3 8" SPLIT FACE CMU TO ' MATCH MAIN BUILDING I I I #5 ®16" O.C. MAX. I (FULL HEIGHT) AT ALL I CORNERS AND JAMBS 3'-4" A.F.F. GROUT IN SOLID sPz PROVIDE BLOCK SEALER I PER SPECIFICATIONS #5 ®16" O.C. MAX. I I MORTAR SEALANT I 6" CONC. SLAB N SP1 "BROOM FINISH" � .a o. - a. n a N e o e a � i #4 ®48" O.C. c � ° A dO MAX. 8" • 4" • 4" 1'-6" WALL SECTION NTS JOINT SEAL - PARKING AS SPECIFIED 2" EXP. JOINT AND PREFORMED JOINT FILLER TYPE "D" CONCRETE CURB DETAIL N.T.S. 0 10 20 25 SECTION - D 0 0 CROWN CONCRETE 6" DIA. STD. PIPE FILL W/ CONCRETE TO APPROX. WT. OF 150 LBS. PAINTED SAFETY YELLOW FINISHED GRADE OR TOP OF PAVEMENT IIIP►►II:��1I1)I�I�►1� FINISH FLOOR 1'-0" 0'-0" A.F.F. BOLLARD DETAIL NTS FOR USE WITHIN DUMPSTER ENCLOSURE 4" CONCRETE CURB EDGE WALK 6"x6"-1.4x1.4 W.W.F. PER PLAN 1" RADIUS 2 - #4 BARS CONT. PARKING AS SPECIFIED ��x� � \�� ° a ��ii; / / 6" INTEGRAL CURB AND SIDEWALK DETAIL N.T.S. CU z�� O��M� °° C/� � � � J � Opp i--i w "" o � °r° N Ww �'—' �J�UO ��y T�� C� J � (.j � Fr�l �+ � � } j� W N '� W w=�zo �..7WAzw o= CAN N? z ww�Z¢ zQ��o I\ �=��w w�i00�Q �� 9i� oo,r, � � � � M U �� c z W W Q Q �� L.f_ Cn z 0 U J � Q � U _� � O w � W � U r O CV J 0 � � � 0 M J_ W � Q J W WJ d Q Qz z z p 0 ' J m � W � � z � m � r� H J � z C/� o W � w Z � o = O � f� � � U � } m m p m � p w w Z Z Y c� Q� (n U Q> W U U cn W � � � _ � cn Q p U p w U U � � 0 0 W � ci 0 0 0 Z W Z W � � � � U U H H Z Z U U � � � W d W d Z � p W p W �_ �_ �_ > W > W > W � � � � Z � N _rn II//�� ui `��111 ...��j�jL /�� W cM ``�� \s��.. O � C'') W Q-�:�U� i J � ► �� .z � � O J �_ � � W Z — U ; w ��;� o : z — Q O:p� � � pQ i��., z ��v��` Up .. . '//'� ..••' off``` U W � / 11 I 1 � DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C11 Packet Pg. 3333 C � O � � U 'L � (6 .@ � � N � L Q' rn� O V � E >, -o � � O !? � N N r o a N n O v, r 3 � ._. � L U N � r 3 U o � � .� -� U J � � @ W � p o J_ � H 7 a � w � �U Cn N W � J W Z ° T r c r O T� � -oo N � r � .� O � U �� 7 � N m o C O � U � N N U '` 0) @ s? @ N Z �� L a m c� � Q c� � m o, c>3 �� to �° N r Q o � � � w 0 � L_ LL� .3 ai o E � E �� o �� (i3 N p � UNDISTURBED AREA TRENCH UNDISTURBED AREA LIMITS I\�� \' WHERE ANY TRENCH OCCURS IN f AN UNSURFACED AREA, THE TRENCH BACKFILL IN COMPACTED THIRD STAGE OF BACKFILLING MAXIMUM 12" LIFTS TO A 98% SHALL EXTEND TO THE FINISHED REQUIRED DENSITY GRADE. THIRD STAGE o�SECOND STAGE TRENCH BACKFILL TO LEVEL OF PIPE ONE FOOT ABOVE TOP OF PIPE IN -- 6" COMPACTION LIFTS FIRST STAGE �' �" _ PIPE BEDDING - (SEE NOTE 2) 1'-0" OUTSIDE 1'-O" MINIMUM DIAMETER MINIMUM NOTES: 1. BACKFILL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFIED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED. UNPAVED AREA TRENCH BACKFILL DETAIL NTS G-1 REVISED: APRIL 2006 18" x 18" x 6" CONCRETE COLLAR 2" SCH 80 PVC PIPE W/ ',° � �' THREADED CAP, FLUSH WITH 8d ° � CONCRETE PAD (WHEN TRACER '.'' SPECIFY LETTERING "IRR", "SEWER", WIRE IS PROVIDED) � AS t p OR "WATER", .d. DEPENDING ON USE 2" MIN FROM EDGE OF SLAB '�° d ': ° .° e . • •°• ,° . � d. � � a ��<° �° d ° ' a. °; d° PLAN VIEW PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR (WASTEWATER ONLY) i6" MAIN SIZE OF MAIN OR BYPASS 51 TURNS TO NUMBER OF TURNS TO OPEN OPEN - C CW DIRECTION TO TURN TO OPEN DARLING CO VALVE MANUFACTURER 1994 YEAR VALVE INSTALLED NON PAVED AREAS PAVED AREAS PROVIDE A 3" DIAMETER BRASS DISC ANCHORED IN CONCRETE COLLAR 18" x 18" x 6" CONCRETE COLLAR FINISHED GRADE FINISHED PAVEMENT 2" SCH 80 PVC PIPE WITH THREADED CAP (FOR DIRECTIONAL DRILLS ONLY) s z o TWO PIECE CAST IRON VALVE "' BOX WITH DR 18 PVC PIPE EXTENSION IF NEEDED (C-900 DR 14 PVC PIPE IN PAVED AREAS). VALVE BOX OR PIPE SHALL NOT BEAR ON VALVE OR PRESSURE MAIN PRESSURE MAIN (2) TRACER WIRES, TERMINATE INSIDE ALL VALVES USED IN WATER DISTRIBUTION 2" SCH 80 PVC (WHEN PROVIDED, SYSTEMS SHALL BE OF THE RESIDENT SEAT SEE SECTION 330523.13) TYPE IN ACCORDANCE WITH AWWA C-515 REVISION DATE: SHEET N0. TYPICAL VALVE JULY 2018 SETTING DETAIL CO 1'erCounty G-7 NTS Public Utilities Division FOR ROADWAY AND BASE RESTORATION DETAILS, REFER TO THE COLLIER COUNN RIGHT OF WAY HANDBOOK. 0 TRENCH BACKFILL IN COMPACTED MAXIMUM 12" LIFTS TO A 98% REQUIRED DENSITY TRENCH BACKFILL TO LEVEL OF � ONE FOOT ABOVE TOP OF PIPE IN 6" COMPACTION LIFTS NOTES: 1. BACKFLL SHALL BE OF SUITABLE MATERIAL REMOVED FROM EXCAVATION EXCEPT WHERE OTHER MATERIAL IS SPECIFlED. BACKFILL MATERIAL SHALL CONSIST OF EARTH, LOAM, SANDY CLAY, GRAVEL, CRUSHED LIMESTONE, OR OTHER APPROVED MATERIAL. REFER TO TECHNICAL SPECIFICATIONS FOR DETAIL REQUIREMENTS. 2. IF TRENCH BOTTOM CONTAINS ROCK, THEN A MINIMUM OF A 6" PIPE BEDDING SHALL BE USED. THIRD STAGE SECOND STAGE FIRST STAGE PIPE BEDDING (SEE NOTE 2) rctvl�lvry u,vlt: SHEET N0. PAVED AREA TRENCH RESTORATION JULY 2018 DETAIL Co >!er County G — 2 FOR PRIVATE ROADS NTS Public Utilities Division SEWER CLEAN -OUT RIM AND COVER (SEE COUNTY REMOVABLE PVC APPROVED PRODUCT LIST, APPENDIX F) FLUSH IN 1 THREADED PLUG PAVEMENT AREAS 1 CAST IRON OR �r " �' � TRAFFIC TYPE N � METER BOX ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) ��\ 3/4" CRUSHED ROCK PROVIDE CLEAN -OUT ON SEWER �� LATERALS AT UTILITY EASEMENT LIMITS. SEE PLANS �\�i .� SEWER BRANCH WYE 45° BEND 6" SANITARY LATERAL FLOW MINIMUM SLOPE ELEVATION SEWER CLEAN -OUT DETAIL REVISION DATE: SHEET N0. JULY 2018 PAVED AREAS Co ,ercnH.nty WW-1 1 NTS Public Utilities Division WATER MAIN WATER MAIN � 30" MINIMUM COVER 10' MINIMUM SEPARATION FOR SANITARY SEWER, I I STORM SEWER OR FORCE MAIN 18" MINIMUM � 5' MINIMUM SEPARATION FOR IRRIGATION MAIN SEPARATION SANITARY SEWER, STORM SEWER, IRRIGATION MAIN AND FORCE MAIN NOTES: 1. WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER, NON -POTABLE IRRIGATION MAINS, AND FORCE MAINS BY A MINIMUM CLEAR VERTICAL DISTANCE OF 18 INCHES MEASURED BETWEEN THE BOTTOM OF THE UPPER PIPE AND THE TOP OF THE LOWER PIPE. THE 18 INCHES MINIMUM VERTICAL SEPARATION DISTANCE DOES NOT APPLY TO SEPARATIONS OF SEWER LATERALS AND POTABLE WATER MAIN PIPELINE INSTALLATIONS. ALSO, WATER MAINS SHALL BE SEPARATED FROM STORM SEWER, SANITARY SEWER AND FORCE MAINS BY 10 FEET AND FROM IRRIGATION MAINS BY 5 FEET MEASURED HORIZONTALLY BETWEEN OUTSIDE OF PIPES. 2. ALL CROSSINGS WITH VERTICAL CLEARANCE LESS THAN 18 INCHES SHALL REQUIRE SUBMISSION AND APPROVAL OF A DEVIATION. IF A DEVIATION IS SUBMITTED, THE FOLLOWING MINIMUM STIPULATIONS APPLY: THE CROSSING SHALL BE MADE USING A FULL LENGTH OF THICKNESS CLASS 200 (DR14) AWWA C-900 PVC OR CLASS 235 (DR18) AWWA C-905 PVC PIPE CENTERED ON THE CROSSING. 3. 18 INCHES CLEAR DISTANCE SHALL NOT BE REDUCED IN CASES WHERE WATER CROSSES UNDER SEWER LINE. 4. WATER MAINS, SANITARY SEWER, STORM SEWER, AND NON -POTABLE IRRIGATION MAINS SHALL BE IN SEPARATE TRENCHES. 5. WATER MAINS CROSSING ANY NPE OF SANITARY SEWER, INCLUDING FORCE MAIN, OR STORM SEWER SHALL HAVE THE ONE FULL LENGTH OF WATER MAIN CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THAT THE WATER JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, FAC, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRSSURE-TYPE SANITARY SEWERS, FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610. 6. IF THE VERTICAL SEPARATION BETWEEN GRAVIN SANITARY SEWER AND STORMWATER LINES IS LESS THAN 18 INCHES, THEN 57 STONE SHALL BE UTILIZED BETWEEN THE TWO LINES. 7. SEE SECTION 1- DESIGN CRITERIA FOR ADDITIONAL REQUIREMENTS. PIPE SEPARATION DETAIL KJULY12018t� SHEET N0. conifer County G — 3 NTS Public Utilities Division REMOVABLE PVC THREADED PLUG AT PRELIMINARY UTILITY INSPECTION TO BE LOWERED TO FINAL GRADE AT TIM OF PLUMBER'S TIE-IN ELECTRONIC MARKER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) N PROVIDE CLEAN -OUT ON SEWER I LATERALS AT UTILITY EASEMENT SEWER BRANCH WYE �i��n� EASEMENT, PROPERTY OR RIGHT-OF-WAY LINE �12" MAXIMUM WITHIN RIGHT-OF-WAY LINE I I � NON -PAVED AREAS ELEVATION � 18" x 18" x 6" CONCRETE COLLAR 3/4' EXPANSION JOINT AROUND CAP FLUSH WITH SLAB 45' BEND � 6" SANITARY LATERAL MINIMUM SLOPE RGVIJIV IV urri G: SHEET N0. SEWER CLEAN - 0 U T DETAIL MAY 2013 � COLLIER COUNTY NON PAVED AREAS �° �'�""�' 3"�M WW-1 2 PubIk UIIIdCS Dinson NAPLES, FLDRIDa `+ NTS jj r o3 � No as W � � zoo o' z� �c� ao w �Qo�Z '. �I Wd�J M �� l � — w �., ,ZT "6Z ��/ w� o � c0 � �, �v Z Q 3 �� _ ~ ` of w zo Z ��ao O N � N U w W J i� �r\ N 2 o_ w p zo w /, � U J za �z �� J— ¢� Q' r Z W U_ a� �O� � ow �w�o Q UJ U a }} x a J � N 7 N W N� J W?oz U~ Z ooWa W ��J O zw V la -a O z�J3 a�w �z�� a LJ4 moo: oo�� Waa o=a Um ior�i�o �� a� W vQJ �� ZC O o�g �oZ m� ~ a U MZQ� �U a�N w 3 Z ? o x �z� LI �a > oWw U � Fo� N z� Boa a� op � �U� Ix= V } H J z_a � Z Q N � H Z U K d� WQQ� ¢ O d�Qf�/1 J a� WR'� 30a Ow � �� V1 �N�W �}ovi o�w �o UZaz z�Wa oo>a o o Qo z � zQ�� _ m�W? Uwe¢ o_� 3o~wz z> W �z~� ior�igo �w oo�� earn mao� W vQ J W f OF CAST IRON FRAME AND - COVER (TYP) FINISH ONE COAT ASPHALTIC PAINT 4❑o�ooa 00000000 ❑000000❑ 00000000 ❑000000❑ eo�dod PLAN Na go � Qao 3a � mm � W N �� Jj � > } F ��ao No � 4 J W � z p o. az O O Z � Q � U " a w 00 (n � _ ~ � tL � � o WW-10 REVISED: MAY 2009 FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP (SEE DETAIL A -A) WATERTIGHT SEWER MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) FLUSH WITH GRADE PAVEMENT (24" MINIMUM DIAMETER) OR EQUIVALENTLY STABILIZED SURFACE GROUT (TYP) PIPE SHALL BE BEVELED OR SQUARE FLEXIBLE, RUBBER r =% � � MINIMUM OF TWO PRECAST CONCRETE OR SLEEVE, LOCK -JOINT HDPE RISER RINGS AND CHIMNEY SEAL TYPE WITH STAINLESS (SEE COUNTY APPROVED PRODUCT LIST, STEEL STRAP, OR AS APPENDIX F) BETWEEN MANHOLE AND APPROVED BY COUNTY CAST IRON FRAME 304 STAINLESS STEEL PLASTER INFLOW PROTECTOR ALL JOINTS P ALL INTERIORS OF MANHOLES (PUBLIC AND PRIVATE) SHALL HAVE INTERNAL PVC SEWER PROTECTION (SEE COUNTY APPROVED PIPE PRODUCT LIST, APPENDIX F) AS SPECIFIED IN SECTION 099723 SECTION 8" 4' DIAMETER 8" PLASTIC JOINT SEALING REINFORCING STEEL COMPOUND (SEE COUNTY EXTERIOR SURFACES SHALL BE DOUBLE APPROVED PRODUCT LIST, COATED (MINIMUM 18 MILLIMETERS THICK) APPENDIX F)(TYP) WITH AN ACCEPTABLE BITUMINOUS OR EPDXY SEALER STAINLESS STEEL #4 BARS ® 12" OC EW OR STRAP EQUAL PER ASTM C-478 FLOW LINE CHANNELS SHALL BE CLAY BRICK HAVING A MINIMUM OF 2" POURED CONCRETE OR 2" GROUTED FINISH, 0.1' PVC SEWER PIPE DROP ACROSS MANHOLE RUBBER Ya" FLEXIBLE RUBBER SLEEVE WITH SLEEVE TYP STAINLESS STEEL STRAP (SEE 12" 6" ELEVATION °.. DETAIL A -A) � 4 BARS ® 12" OC EW 4-0" DIAMETER) DETAIL A -A T ° °. 'D 6 BARS ® 9" OC EW �5'-O" AND ao� c 6'-O" DIAMETER) hh ` e CRUSHED JC " � o �12" o o 0 0 0 0 � STONE _ _ _ _ _ _ SECTION REVISION DATE: SHEET N0. JULY 2018 PRECAST REINFORCED CONCRETE MANHOLE DETAIL Co >IerCoH.nty WW-3 NTS Public Utilities Division e�e�e FRAME AND COVER SPECIFY LETTERING — AS "COLLIER COUNTY" OR LEAVE BLANK IF PRIVATELY OWNED RUBBER 0-RING IN MACHINE^ DOVETAIL IN COVER 3/4" �� ■ ■ ■ ■ ■ ■ ■ ■ � � SANI ARY � � ❑a❑10�❑/ PLAN MA('HINFf1 C..) Z(V�� O � � � M � � �%� �iy � (n OD � �y w ~ � W � N W w Z ��MUO � 0 = a0 � j F ,�y T�I� Fr�l �+ � � } j� W IV O � w W=IaiZO VWAzW o= ((7 1V N � Z J W LJ � W Q Z � M W Z Q � � O �� O rO � 2 I U W W�1p�O�Q � � II �' L� OOM � U CAST IRON FRAME ON o o � CONCRETE TO BE SET �" M � IN PLASTIC JOINT SEALING � COMPOUND (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) AND GROUTED IN PLACE � 2 NON - PENETRATING PICKHOLES (TYP) WATERTIGHT SEWER MANHOLE FRAME AND COVER (SEE COUNTY APPROVED PRODUCT LIST, APPENDIX F) FLUSH IN PAVED AREAS. SEE MANHOLE DETAILS 304 STAINLESS STEEL INFLOW SECTION PROTECTOR MANHOLE RING AND COVER DETAIL WW-6 NTS REVISED: AUGUST 2008 / � ----� al : ❑ ❑uuuuuOO o0000000 000a0000 ❑oa❑^�ioo ❑cry n _ i FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL STRAP (SEE DETAIL A -A) \ CAST IRON FRAME AND / � COVER (TYP) FINISH ONE � COAT ASPHALTIC PAINT WATERTIGHT SEWER MANHOLE FRAME MINIMUM OF TWO PRECAST CONCRETE AND COVER (SEE COUNTY APPROVED OR HDPE RISER RINGS AND CHIMNEY PRODUCT LIST, APPENDIX F) FLUSH PLAN SEAL (SEE COUNTY APPROVED PRODUCT WITH GRADE (24" MINIMUM DIAMETER) LIST, APPENDIX F) BETWEEN MANHOLE AND CAST IRON FRAME PAVEMENT GROUT (TYP) 304 STAINLESS STEEL �� PLASTIC JOINT SEALING COMPOUND INFLOW PROTECTORS � � � (SEE COUNTY APPROVED PRODUCT y y LIST, APPENDIX F) KEYED (NP) ALL INTERIORS OF MANHOLES (PUBLIC m , EXTERIOR SURFACES SHALL BE DOUBLE AND PRIVATE) SHALL HAVE INTERNAL 'I 12' 24" 12" � COATED (MINIMUM 18 MILLIMETERS THICK) PROTECTION (SEE COUNTY APPROVED WITH AN ACCEPTABLE BITUMINOUS OR CW G w Q CQ G `� v J O U J �� Q � U_ O w � w � U r I..L I..L '0 VJ � ��//�� O VJ � M WJ U_ J � w J o_ QQ Z z � J_ ' J m Z� ~ � W � p >w m Z W � Z H O W � w H � � � _ � o_ I� M cn � � m m p m � p W Z Z Y Q O � U Q> W U U a� W � D_ IY 2 � (n Q p U p w U U r r r 0 0 0 W r M O p O O O PRODUCT LIST, APPENDIX F) AS s. EPDXY SEALER SPECIFIED IN SECTION 099723 #4 BARS ® 12" OC EW OR � � � EQUAL PER ASTM C-478 Z Z Z 4' DIAMETER W W W e FLOW LINE CHANNELS SHALL BE CLAY � � � PIPE SHALL BE BEVELED w BRICK HAVING A MINIMUM OF 2" POURED OR SQUARE ¢ CONCRETE OR 2" GROUTED FINISH, 0.1' FLEXIBLE, RUBBER > DROP ACROSS MANHOLE � � � SLEEVE, LOCK - JOINT NPE WITH FLEXIBLE RUBBER SLEEVE WITH STAINLESS STEEL Y %FT STAINLESS STEEL STRAP (SEE STRAP, OR AS e TYp DETAIL A -A) Z Z Z APPROVED BY COUNTY 12 6" _ #4 BARS ®12" OC EW (4'-0" DIAMETER) ` � � � ' s #6 BARS ® 9" OC EW (5'-O" AND U U U ° 6'-0" DIAMETER) ... .. � � � CRUSHED W W W �12" STONE � 0- 0_ 0_ PVC SEWER o 0 o Z p p p PIPE U W W W SECTION REINFORCING STEEL STAINLESS STEEL STRAP PVC SEWER PIPE RUBBER SLEEVE ELEVATION DETAIL A -A SHALLOW MANHOLE DETAIL NTS NOTE: DETAILS: G-2, G-3, G-7, WW-11, AND WW-12 HAVE BEEN UPDATED DETAIL: W-12 HAS BEEN REMOVED. DETAIL: W-10 AND WW-3 HAS BEEN ADDED. DETAIL: WW-4 AND WW-6 HAS BEEN ADDED. � � � [n > > > > �W W W � � � � r N M Z O� ``�� 11 11//��' o LLi r• I !` • • � • • /� � 0 � • J � W O REVISED: AL�Us� �1�8 � W � � Q � � a • � • Z L� Q O � p � W .�j o � �, : O � Uo ice'. �� •� � �•• '•� ♦ (DO �I � '•.•• •.••• �C ♦ J ''/'� �/ 1 1 � � off``` U LL DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C12 Packet Pg. 3334 17.C.g p W U 0 T (6 0 .3 0 W U .� p c .� .� W 0 .� c `o U 0 .� ;i (6 (6 c 0 .� N .Q (6 d 3 a 3 c U 0 a w C O � c — o N � U O �_ � I6 Q L (! U a � a c 0 N N O � N � � � �� 0 N a _� �Q N y � 3 M � �� U 3 0 �__ �� Z Q � c J � � � W a Q � U U d w� J � Z �, � o ti � a M � � c O �ai �, U U � 7 � L N O O C U � � � � t ca N c m � c� z m � c� � � L fl- M� � W � ``^� � V! � _ m r V1 r d 1 a � U 0 rn �_ � .3 N o � c C � �o �� ca � p � 15 10 5 PROPOSED STORM PROPOSED STORM TYPE-C INLET TYPE-C INLET RIM ELEV.=10.20 � RIM ELEV.=10.20 PROPOSED STORM TYPE-C INLET RIM ELEV.=9.75 SMH INV. EL. = 10.03 RIM 0 10 20 SCALE (IN FEET) _ l �_ ��>> >� 147 LF 15" RCP ® 0.58% � INV. ELEV. =5.88 J EXISTING STORM TYPE-C INLET RIM I ELEV.=9.59 — — - ��I CORE BORE EXISTING MANHOLE INV. EL. = 6.23 (N) 2+00 II EXISTING SEWER MANHOLE INV. EL. = 10.33 RIM INV. EL. = 6.13 (S) �� 1,1�iill�ll��llil■■II■��llllll�li��ii■ ��!/■\\■�� - :, - ��®C�1�� -••--�--�-��►••�� • • ��_�_�_�_��li!�II■li�l�l�Il.��l!■!�l■I■11! • �Z11N1■��\�III■� ■■11�®�■14■I■1��1��r111■li��l!■I��! J■��a�=�i11■II1�� L1, : � ��r►�■■��■■��11�■iill!`i��r�r�r►�■■�I■I■�Illrr■��I�1�'��®®��®� 10 20 30 40 50 60 70 80 90 100 110 SEWER PROFILE 120 130 140 150 160 170 180 190 **PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL VERIFY SANITARY INVERT AT POINT OF CONNECTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 15 10 5 0 200 0 5' 10' VERTICAL: SCALE (IN FEET) 0 10' 20' HORIZONTAL. SCALE (IN FEET) *EXISTING SEWER MANHOLE TO BE CORE BORED FOR CONNECTION OF NEW GRAVITY MAIN. THE MANHOLE MUST BE RESTORED PER THE LATEST REVISION OF COLLIER COUNTY UTILITY STANDARDS MANUAL, TECHNICAL SPECIFICATIONS, SECTION 333913. ADDED SHEET TO SET 0 CALL 48 HOURS BEFORE YOU DIG IT'S THE LAW! DIAL 811 `�V CU rh ZN�cNO � � N O (HMO �� w ~ W WQ�� N �w '�h `�J�UO_ � � W w=awe V W A zw``o� � N (n Z J W w � W Q Z � Z Q � � O �� _ � � w w�?��Q � JO O M U � � M U p O J N � � O W W C� Q Z Q N� I..L I— Cn z U J M Q ap U_ Cfl � � w w � U N J rr^^ o VJ � M W� Q J W � d � Q z W z o J_ J Z Q � g L.LI � � W z m � � � J z Z W O w o = W a ti � � � } } m m p m W p W Z Z � O � � U („) (n W J � � = J (nQ pU p W UU �l7 NZ O O W M O � N � 0 00 zz Z Z U U w w � w w z p p g w w � � � � � � z NM `��11 _� ��/�� ui ��` \s � N .. ��j�'��j ti a M M �. � LL � O �p;� � ; w � O O:J►_ H � Q wz — U �;c� : — Q O:O � � a UQ i�;� Z �l��.'Gj� Up '',�' � ; � W �� 1 ```` I ; • O 1 Know what's b@IOW. CaII before you dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER C13 Packet Pg. 3335 c c � E i U ra �o 2 w f Itll o v U >, � � `� E Q Q a N � a a rn m O a N � O � � � � � a J ;v � a s� 3 Z `-' J 3 � a U_ � U w � � O N O 2 fl- d w r �U C1 Q o Z � � c � O r � f� � r a _ c J � c O .� �, U U � L N O �_ U � a3 N c c � � Q as to - Z �� m � c� � � L fl- m � � � c � fn � m N a r a) r` � r O � U � w 0 rn �_ � .3 W . � N o E �; � � c E �o �� N o / ��IRE �E ��•• • • II • • �•� •• ---------••• ••.----------- I I •••;•• •:; ••: ♦' 1•• ••• ------� •1• ••-------�-------- -- -------------------------- •• •♦ ..�� • _� I ••�� I I ---- ----------------- '� - - - I_L � UTILITY EASEMENT "C" �// \ PE ORBRB758,8PG 536 02 III (APPROXIMATE SIZE & � - - POSITION SHOWN) - (I / � - -� - - - - - - - - - - - - - - - �v/� � /� Y '��i �. .ice// ^ <,��i' �� i i' �� i I�> �� / --� � I _\ � _ ` I _`_, _` _� � � `_ V LU 4U `�� '� �` ____ ` �� _ _ y _ _ T / SCALE (IN FEET) UTILITY EASEMENT "C" / �� --� I ■ PER ORB 1648, PG 1502 / / -��-_\----___ ORB 1758, PG 536 �� , (APPROXIMATE SIZE & / �� -,_ ■ POSITION SHOWN) / -��\ ---__ ■ ■ / OVERHANG � `� II ■ 7 \\ BERKSHIRE f �� j //� / \� COMMONS SIGN FOR SALE SIGN / i ' �� -- ■ rope Line � �' i �_--_-_ �I �^ �.' 022 0.4 0.5 0.7 0.8 0.6 0.3 0. 0.2 0.3 0.4 � 3 0��'0.1 0.1 p.l � I i i i' \ i �� 1� � � � �� ' .5 �' �� ` � \ � � �� /�� /�i /�� /�� ' � �� 0 3.6 3.7 �3.4 4.6 6. ' � �' Entrance 2 ''� y� 4.0 .6 4.4- 5.9 4.3 5. ��'�� .'� -3.6 �� i .'�/ � 4.3 �% �'� �' � 5 5. 0 5.5 �� 3 .7 3 . �� i'� �'� ��'/ iyi'� + 3.5 � i .3 �' � i'� �� ' i' n SF4 L ��' �� MH: 20 ' �' .6i �� ,- .' i i � i a i'�^� i'� i � i �� ° a a /�� .1 i i� �' ,� �' \ � �� \ �i �' � i i .0 i� ice. �� '� �'� ' � /' �.' � .0 i �� i' i � �� y .' ' .0 � �' � .' �i � �� . �� i � �� ,.- y' �o 0 0 0 0° o ° L J �.°4J �'��\ .''� �' � a � ° .' >'' .0 �� . �'� �' � a �� 2.a a a ��.' /��' ° /C ��. � SF4_R ��' ��' �� .�5 MH: 20 ��' ��' .'� �)� / \� \ \ / �'� '' � V �� •'� �� '� �� )-' .8� �� + �� i 3 I / s" � 1�" 1 0 . 1 � �� S��,, � ■ MH: 20 / /'�\ Pftf�s4 j 0 . �I 0 . 2 � � � ■ � ■ + - ■ 510 � R SParki�ng 4 0 . 3 -----� -- \ � ■ Entra ce 1 / �� + I + ° ° °a a e ° 0.4' ° a ° ° ° a �, ��a �� ■ _ d � � � � 0 . 3 INFO SIGN � � � 4.9 4.7 5 2 3. 1.8 1.1 0 6 0.3 0.5 1.1 2.0 2.2 2.2 1.9 1.0 � �2 ��\ ° � � � STOP A� RIGHT + + + + + + + + + + + � +- + + + � + TURN ONL1: SIGN 4. 8 4. 4 4 5 2. _ 1 .4 1. 1 _ 0 0 .5 0 .5 1. 0 3.2 �. �- 8-2- 7 2. 8 0. 8 0 .3 Q �1 �� G 1 Approach �+ �� 0/0 � \� 15 . 6 BOLiAf� ( , � I � �5" � Pe + + + + + + + + + + + � ( � � + + + + � \ Y�(E� 3. 6 3.3 2. 6 1. 1. 4 1. 1 0 0. 7 0. 6 1. 5. 1 \ GAS PUMP I 4.4 1. 1 0. 3 0. 1 + I 1 + I + I \\ + STREET LIGHT 13.6 11 2 13.� �� 0 0 1.0 0.8 1.� 4.7 I 4.1 1.2 0.4 0.1 O.11l 2.7 .4 2.2 2.1 2.4 4a" � 14.4 11.7 14. I + II 0 0 Park ng 2 + 1.1 + 1. + 5.6 ECRAB xl4 I + 4.8 + 1.3 + 0.4 + 0.2 + �f1�-12 O.11lc � + + + 5.7 + 7. � � MH : OP��N � � _ `\� Ps � o6.r� . 8 4. 6 9 °� I 16.7 12. 9 16. � IIZ Zti �s�Z 0 0 +. 2 1. 5. 1 I Gas Canopy 4. 5 1 .3 0. 4 0 .2 0. 1 DAK 0.5"c II I � a 7.3 1. 9 I � 2. 4 1C�. 8 .� a �° e I 0 0 ° � 1 .2 1. 5. 2 I 4. 5 1.3 ®. 4 a 0 .2 ° 0 .al EWS3 E3 EM E S3 E3 I ° MH: 12 EWS3 A7 MH: 12 M E 12 S3 E3 6.7 1.8 I � 18.0 13.5 48. 4.8 ° 1 a 0 0.20 + 0 0.1 0 1.2 1 . 5. I a3 0 4 MH: 12 M 8ft 12 °� a � 4'-7"c o Batten I F � 'n,1^'lOAK 0 0 MH: 12 a a + ��-� EWS3 A7 8ft Batten °° 1.3 1. + 4.9 e a 4.3 1.3 0.4 � 0.2 0.°i n MH : 12 MH : 12 ° ffi ° �� I t � .�s ' E��n EM MH : 12 aQ 5.3 + .9 +� ° 16„2 ° 12.7� a 16. ° ° +. F ° I 0 0 ® ■ 8ft Batten 1. 2 1. 5. 8 I� � °�� a �� 4. 9 1. 3 ° 4 F 0� �. 1 � MH: 12 °15.2�' ® II EWS3 A7 8ft Batten 5.1 1.8 12s2 �5. � I 0 0 MH: 12 MH: 12 + 1.2 + 1. + 5.0 a ° a 4.4 � 7�.3 + a4 Q�. + 0.1 Oft batten ° b ° ° ° a a ° ° 4 �,1�1J 7-Eleven Building MH: 12 a + 2ft Batten � 5.4 1.8 � 13.4 11.3 13.4 �� -� 0 0 MHS3127 MH: 12 1.2 1. 5. + � 4.7 1.3 0.5 0.2 O.11l��rn �� EWS3 E3 EWS3 E3 E S3 E3 � � II � 3'-�10"c MH: 12 MH: 12 : 12 � 6.2 1.7 + + 17.6 13.4 17.� + II OAK 0 0 1.2 1 5.3 4.7 1.3 0.5 0.2 0.111 ' � I 2 1 10 RR11 � Airll Pum + �'-8"c 7. 0 1. 8 + .1 I .7 0 p 0 . l 1 . 5. 0 I � 4 . 4 1 .3 0.5 0.2 ��0�12 +.8 1�17 4 13.3 �}j7.� � r,� I�t� 0 .5 4.4 5.6 8.0 1. 2 1. 5. 7 � 4. 9 1. 4 0 .5 0 .2 ��0 + II `' `-''� Park' ng 3 I COLUMN J I� +.8 1306 11 4 13.f{ D � 0 1 .6 1.6 1.7 2.1 + + + °D 1 + + + + i � �� i' .2 i � + .4 4.7 4.4 2.4 1.6 1.2 1.1 �' - - ��'�� Entrance 3 ' .2 ��' \� ��'� + 3.8 �� 2.9 1.7 1.5 1.5 1.5 %� 3.3 .'� i' /'/ \\ /'/ 8 �/ i �1 i y ,. i� i' ��' �y��' SF4_R �' �� MH: 20 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ ' ■ ■ �° � � x \ �� I 1 � I III 0.9 1. 4.8 4.3 1.4 0.5 0.3 I I Z II 14.7I1+ .� 14. II O l I � I 1. 0 1 .0 -1 . l 1 .2 1 .1 1. 5. 7 i O T GAS PUMPQITYP)� 5. 1 1 .5 0. 6 0. 4 - I I nF�p,�� I C I 15.81Bo12Ri(TYR)6. III r �'+ I 1 Ilf s-��o 1 1. 1.2 1.4 2.1 2.4 3.1 5.6 � =�]1.2 4.8 1.7 0.7 0.4 0.311ZZ��c' I I II I I 01 I + + + + + + + + + + + + + + 1. I II 1. 3.7 6.1 7.1 7.2 8.9 8.5 9.6 7.9 4.1 1.8 0.8 0.4 0.311 I I I �� II b 1 I I - - - - - - - - - - - - - - - - - 3. I II 1 . 6 1 .8 � � 8.5 4� 2.0 1 .2 0. 6 0.4�� I I I )� - - - 4s.o' - I �� I I �� + + + F,WS3 A7 x10 MAS9Wf�Y p�lG � + I + // 0 1 I I 3 4. �^ 1. 9 1. 9 4. 6.3 P�i : 12 w ao 6. 8 4. 1 1. 9 1. 0. 9 I I �� e�° �l� I Entran 5 I I i' � 150.9' I � _ � � � - 4s.0' MH : 2 0 �, + + + I I . 2 .3 1. 0 0 .5 // 0 1 � i \ �- lL 2 ��' \� / � I!■�� 3 3. L � 4 CABBAGE 77.6' .�'i9" I I � J. + + �CYP ESS � F'(n. G n a� �12 G n J� �12 .oPoALMI`y�` p,. I � \ I ` � AG ' � � � I I ( > I � ��1� 2.7 � I � - -� �, r � � r J � ,mot � � ti I I� _.ti,,A"E � I I r`F� � nF�^' nf`l^' 9»oAKn� � � s s k�- � r ti, �� BB � -, 0 1 �j �f�,1 '� � 1J �,�1J OAK � � -� Ent once 4 \� � � L� � �3�� J Zt n �r�AK ZZ n .1r�J L � /its fi�G M \\1� ��lil0 I I s � \ � s `� � � g" � � , � CYPRESS STORAGE � � � OAK ELEC TANS 5 -4"c OAKV n CABBAG �t\� I I - ��'lll + + + + + s � + + + + + + + AREA+ + ti �-r.r qt_g"� + + 4�r 6�� + + pqL + + + + �r + II � � L___ ----------------------------- II I I _� Luminaire Schedule Symbol Qty Label Arrangement LLF Description Arr. Watts Arr. Lum. Lumens 0 1 2ft Batten SINGLE 1.000 GE 24 4100K Batten Strip GEWI102441BAT-SY 8.34 768 0 14 ECRAB SINGLE 1.000 ECRAOB5F5501BWHTE 64 8110 [} 6 EWS3 E3 SINGLE 1.000 EWS3 E3D150 90 8600 14 EWS3 A7 SINGLE 1.000 EWS3 A7D150-120-277V 25 2900 [� 2 EM SINGLE 0.010 LEDPRS-BR-CL (Phillips) 20 32 4 8ft Batten SINGLE 1.000 GE 96 4100K Batten Strip GEWI109641BAT-SY 33 3073 1 4ft batten SINGLE 1.000 GE 48 4100K Batten Strip GEWI104841BAT-SY 16.68 1536 �� 1 SA4_R1 SINGLE 1.000 1-EASCOA4F550DC D with ELSEASXRSIBLCK (Right) 44 2400 �] 2 SF4_R SINGLE 1.000 1-EASAOF4F5579C Color ELS-EASX-FS2-BLCK Double Module 199 10767 {�] 1 SF4_L SINGLE 1.000 1-EASAOF4F5579C Color ELS-EASX-FS2-BLCK Double Module 199 10767 �] 1 SF4 B SINGLE 1.000 1-EASAOF4F5579C Color ELS-EASX-FBN-BLCK DOUBLE MODULE 199 16088 II I I I � � I I 21 I I I ___ � L I IRRIGA ON ESMII I I ORB 1665, PG p476 I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O I I I I I I � I I I W =I I I H� I I I Q � IN I I � QII I I Q � � U I � I /y O � I Q = m d I �_ a �. I I � � I j Q o,� I I � �l I I Z I I I I I � I I � y � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Calculation Summary Label CalcType Units Avg Max Min Avg/Min Max/Min Air Pump Illuminance Fc 0.10 0.1 0.1 1.00 1.00 Canopy Illuminance Fc 14.01 18.2 10.7 1.31 1.70 Dumpster Illuminance Fc 3.15 3.4 2.9 1.09 1.17 Entrance 1 Illuminance Fc 4.30 5.5 3.4 1.26 1.62 Entrance 2 Illuminance Fc 3.70 4.3 3.0 1.23 1.43 Entrance 3 Illuminance Fc 3.40 3.7 3.2 1.06 1.16 Entrance 4 Illuminance Fc 3.45 4.2 2.7 1.28 1.56 Entrance 5 Illuminance Fc 1.25 2.2 0.5 2.50 4.40 General Approach Illuminance Fc 2.51 11.2 0.1 25.10 112.00 Parking 1 Illuminance Fc 3.98 7.3 1.7 2.34 4.29 Parking 2 Illuminance Fc 4.10 7.9 2.1 1.95 3.76 Parking 3 Illuminance Fc 3.71 8.0 1.6 2.32 5.00 Parking 4 Illuminance Fc 0.38 0.6 0.2 1.90 3.00 Property Line Illuminance Fc 0.63 3.5 0.0 N.A. N.A. U Ordering Number Logic EvolveTM LED Scalable Area Light (EASC) EAS C E =Evolve C =Photometric 0 =120 - 277 F =Front 5 = 525mA 40 = 4000K 1= None A = 10" Arm for BLCK =Black D =Dimming Series 1 =120* L =Left 7 = 700mA* 50 = SOOOK A = ANSI C136.41 Square Pole DKBZ =Dark Bronze 10-10 Volt Inputlt A =Area 2 = 208* R = Right * Only select 7-pin dimming PE supplied with leads GRAY =Gray F =Fusing 3 = 240* N =Not for product Receptacle t# B = 10" Arm for WHTE = White H = Motion Sensor**# S =Scalable 4 = 277* Applicable 395W or greater. D = ANSI C136.41 Round Pole J = cUUCanada Contact manufacturer S = 480* 7-pin dimming PE supplied with leads R =10kV Extra Surge Light pattern for other colors. D = 347* Receptacle with C = EXT Slip -fitter Protection thrown in direction H = 347-480 Shorting Cap t# 2" Pipe 12.378 in. ODI XXX =Special Options specified in relation su lied with leads *Specify single to Pole and Fixture. t When ordering PE PP t Dimming leads will be function socket A-D, D = 10" Arm for round or rovided throw h the back voltage If fuse a dimming driver must square poles, supplied p g a tionisseleded. �� of the arm, unless specified P � also be ordered under with leads and with A or D PE Function. v°�e a°i° the °OPTIONS" column. additional hardware # Order DimminglControl S = Knuckle Slipfitter ** When ordering Motion Front IFI Left ILI PE as a separate item. for 2.3 in. - 3.0 in. OD Sensing Option H - "A' or "6" Tenon, supplied with Mounting Arm must be selected. leads. 0-45°vertical Fixure power increase of 1W aiming angles expected with sensor use. achievable. �$ Dimming is standard °i° with H option code. Do P°ie not also select D option. RightlR) NotApNcable recepl C2aapl0 sAPorD. •• •� OS ES FS GS HS Symmetric Medium Symmetric Medium SUmmetric Medium Symmetric Medium Symmetric Medium �� r� 8300 � 82 :� � • •• • N N N �� 3 4 4 r�� 0 0 _ 0 2 2 2 2 2 EASC_DSN540 EASC_ESN540 EASC EASC_GSN540 EASC ��r FSN540 HSNS40 .IES .IES .IES .IES .IES EASC EASC_ESN550 EASC EASC_GSN550 EASC �r� DSN550 FSN550 HSN550 .IES .IES .IES_ .IES .IES 12700 15000 119 137 17100 21200 _ 156 199 N N 4 4 0 0 JS SUmmetric Medium 25200 235 N 5 0 3 EASC JSN540 .IES EASC JSN550 .IES KS LS NS PS QS RS SS TS US VS A4 64 C4 D4 E4 F4 G4 H4 J4 K4 L4 A3 63 C3 Symmetric Medium Symmetric Medium Symmetric Short Symmetric Short _ Symmetric Short Symmetric Short _ Symmetric Short Symmetric Short _ mmetric Short Symmetric Short Asymmetric Forward Asymmetnc Forward Asymmetric Forward Asymmetric Forward AsUmmetric Forward AsUmmetric Forward AsUmmetrc Forward Asymmetric Forward Asymmmetnc Forward Asymmetnc Forward As mmetric Forward AsUmmetnc Wi e Asymmetric Wide AsUmmetric Wide 30000 283 N 5 0 0 0 0 0 0 0 3 EASC_KSNS_40 4 EASC_LSN740 1 EASC_NSN540 2 EASC_PSN540 2 EASC SNS40 2 EASC_RSN540 2 EASC SSN540 2_ EASC TSN540 2 EASC_USN540 3 EASC VSN740 1 EASC_A4F540 2 EASC_64F540 2 EASC_C4F540 2 EASC_04F540 3 EASC E4F540 3 EASC_F4F540 3 EASC G4F540 4 EASC H4F540 4 EASC J4F540 5 EASC K4F540 5 EASC L4F740 1 EASC A3F540 1 EASC_83F540 2 EASC C3F540 .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES .IES _.IES .IES .IES .IES .IES .IES .IES EASC_KSN550 EASC LSN750 EASC_NSN550 _ EASC_PSN550 1 EASC_ SQ N550 1 EASC_R5N550 EASC SSN550 EASC TSN550 EASC U5N550 EASC VSN750 EASC_A4F550 EASC_64F550 EASC_C4F550 EASC_04FSS0 EASC E4F550 EASC_F4F550 EASC G4F550 EASC_H4F550 EASC J4F550 EASC K4F550 EASC_L4F750 -EASC A3F550 EASC_B3F550 EASC C3F550 .IES .IES .IES .IES .IES .IES .IES .IES .IES IES .IES .IES -.IES _.IES .IES .IES .I_ES .IES .IES .IES .IES .IES .IES .IES 38000 9200 13800 16400 18700 23100 380 82 119 137 156 199 N 5 N 3 N N 3 4 N 4 4 N 27400 235 283 N 4 0 0 33000 N 5 41500 380 N 5 0 4200 44 F, L, R 1 0 0 0 0 0_ 0 0_ 6500 62 F, L, R 1 7600 72 F, L, R 1 8700 82 F, L, R 1 12900 119 F, L, R 2 15400 17100 144 156 F, L, R F L R 2 _ 2 21200 199 235. 283 380 F L, R F L, _R F L, R F L, R 3 0 _ 0 0 25200 30000 3 3 38300 3 0 4700 44 62 F, L, R F, L, R 1 0 7100 1 0 8300 72 F, L, R 1 0 D3 E3 F3 G3 AsummetricWide Asymmetric Wide AsUmmetric Wide Asymmetric Wide 9500 13900 16800 18700 82 119 144 F,L R F, l,R F L R 2 0 2 EASC EASC_E3F540 EASC D3F540 F3F540 .IES ,IES .IES EASC EASC_E3F550 EASC D3F550 F3F550 .IES .IES .IES 2 0 2 2 0 2 156 F, L, R 2 0 2 EASC_G3F540 .IES EASC_G3F550 .IES H3 AsUmmetric Wide 23100 199 F L, R 3 0 3 EASC H3F540 .IES EASC H3F550 .IES J3 AsUmmetric Wide 27400 235 F L R 3 0 3 EASC J3F540 .IES EASC J3F550 .IES K3 Asymmetric Wide 33000 283 F, L, R 3 0 4 EASC_K3F540 .IES EASC_K3F550 .IES L3 Asymmetric Wide 41500 380 F, L, R 3 0 4 EASC L3F740 .IES EASC L3F750 .IES A2 Asymmetric Narrow 4600 44 F, L, R 1 0 1 EASC_A2F540 .IES EASC_A2F550 .IES 62 Asymmetric Narrow 6800 62 F, L, R 1 0 1 EASC_82F540 .IES EASC_62F550 .IES C2 D2 Asymmetric Narrow AsUmmetric Narrow 8000 72 F, L, R 2 0 2 2 EASC EASC C2F540 D2F540 .IES .IES EASC EASC C2F550 D2F550 .IES .IES 9100 82 F, L, R 2 0 E2 Asymmetric Narrow 13400 119 F, L, R 2 0 2 EASC E2F540 .IES EASC E2F550 .IES F2 Asymmetric Narrow 16200 144 F, L, R 3 0 3 EASC_F2F540 .IES EASC_F2F550 .IES G2 Asymmetric Narrow 18000 156 F, L, R 3 0 3 EASC_G2F540 .IES EASC_G2F550 .IES H2 Asymmetric Narrow 22300 199 F, L, R 3 0 3 EASC_H2F540 .IES EASC_H2F550 .IES J2 Asymmetric Narrow 26500 235 F, L, R 3 0 3 EASC J2F540 .IES EASC_J2F550 .IES K2 L2 KA LA Asymmetric Narrow Asymmetric Narrow Asymmetric 100° Wide Auto As mmetric 100° Wide Auto 31900 283 F, L, R 3 0 4 EASC_K2F540 EASC_L2F740 EASC_KAF540 EASC_LAF740 .IES .IES .IES .IES EASC_K2F550 EASC_L2F750 EASC_KAF550 EASC_LAf750 .IES .IES .IES .IES 40000 380 F, L, R 4 0 4 35400 283 F, L, R 4 0 3 46900 398 F, L, R 5 0 4 *Rating values for B and G are based on rated lumens and may vary due to flux tolerances. NOTE: MOUNTING HEIGHT FROM GRADE TO TOP OF LIGHT FIXTURE IS NOT TO EXCEED 20'. `�V CU rh ZN�cNO � � N O (HMO �� w ~ W WQ�� N �w '�h `� Jr�UO_ � r� W w=¢LI V W A zw``o� � N N � Z J Q ti.l W rn Z Z Q��. L� O �� _ � � w wL?o�O�Q � � 13 � O � r� � U � � M U p O J N � � O Z G V Z G L.I_ U J M Q ao U_ � w W � U VJ � rr ^^ o_ VJ � M WJ LL J � Z ^ W LL J tL J Q Z ZJ � 7� m z W Z Q Wm Q > m w �_ z � Z J w J r¢n W LJJ O w w � � � � = Cn � � � � � m � In �� W m w Z � Z Y Q UZ fn U Q > LLI U (--) (n W J � � = J tY) Q p U p W U U rn O N W � O Z W O U Z O U W � d Z 0 O � � � � (] Z �� \S�N•.`�� I ti aM M � • � LL U> O �p;� � O O:J►_ H �;Q- LJuz -U;w L`�c> �;c� Q O:O � �a OQ I�i�' � ; U W �C � ```� � ; DATE 09/27/18 PROJECT NO. 1509044 SHEET NUMBER SL1 Packet Pg. 3336 0 w U 0 T a 3 0 w U c I I 30" D�CP i 0 20 40 SCALE (IN FEET) FIRE HYDRANT ASSY. TREE TO BE REMO�/ED � / �- -_� ,-� _ , z /<, � = i I I _� \ \ � �� \ � \ \ 9.32 I TER=7.29 4.67 LE� I�� I �\ I �D I \ � PROTEGTIYE TREE � Bfi�RRIGADE, TYPIGI�L /�,-------, I o I� �� I ■ ■ �� I � ■ ■ .I � i i �I ■ � � ■ i� ■ �a = .I ■ � _ a � � � 4 � � � a — � INFO IGN � ��A \�� ,�� STOP AND RIGHT � �� Via\ � � \ � I \ \\ ' ` �CYP�ES � \ � \\\ �� I \\ � � I � � =GTI�E TREE II � - I II IG�DE, TYPIGP�L �,�ti � I I � � o I2 FIRE HYDRANT ASSY. --; i I I II IZ rs � I I II z � �r I I I II I — �;K- I I II a I � II a � II a I II I II a n; ti� � � i I I ,� � II rs � N i I I � ~ v� I I � ___ zl II � �' � I I J X �: i � �® wl II m= __ I II Quo a a a a� �� I II �� Q 1� � I I Q � J a ��rs�� II mom t,. , s'�� I I I � I ~m II I II Q o� I I i_ N �� ,1�, I I I � �� s � i II �a vs I I �� II I I II � II I � � � II 8.. I I � � ��_ I I �s � I I � Z2 � I I �� II � I II � II I I i � � II i �I � � I I / i II _ I/ I I I I I I TREE TO BE II II REMO�/ED I I � I� Q J O m Q Q m Q m Q GZ/' ONSTRUGTI ON :NGE �STS OR POSTS EXISTING TREE DRIPLINE TR�� PROT�GT I Oil D�T� I L ALL EXISTING TREES TO REMAIN WITHIN THE PROTECTION AREA SHALL BE BARRICADED AS PER THE DETAIL. BARRIGADES SHALL BE ERECTED BEFORE SITE WORK BEGINS AND SHALL REMAIN FOR THE ENTIRE DURATION OF THE WORK. SYMBOL LAC ��lD /� � I �o K \� \ � EXISTING TREE � � _ � � TO REMAIN OAK EXISTING TREE TO BE REMOVED r I I REQUIRED TREE BARRICADE � � I C� � Z_ U Q � N W 9 ��Q � `o m LL �\ � Y a m J �` ro m H � a o a N ;� �a z �` ////�\ �, a V/ L m � � W W a U � �' J � � M �' N � Z � °' x 3 a OL s C/� `� ' °' � a `� W U a ro G (� _M Z � a� I— Z W W Q Q N� I..L U J �-. Q '� U_ �i./ � w w M� U W O /J z I..L � J 0 � � O �^ O W J w J Qa z W z a � ' J W 111 � W � / Q w � � W � Q � w J m z W a w z w � ti � � ROOT �1�D BR��IG� PRU1� 11�C 1�OT�S m m I) BRANCH PRUNING: ALL STRUCTURAL AND ELEVATION PRUNING MUST BE PERFORMED PRIOR TO LAND CLEARING BY A o z z L I GENSED GERTI F I ED ARBORI ST ACCORD I NG TO ANSI 300 PRUNING STANDARDS. w N p � � 2) ALL EXISTING OAKS ON SITE MUST BE PRUNED BY AN ARBORI ST GERTI F I ED BY THE INTERNATIONAL SOG I ETY OF � � � J � g � J ARBORICULTURE (ISA) OR A REGISTERED CONSULTING ARBORIST WITH THE AMERIGAN SOCIETY OF CONSULTING ARBORISTS (ASGA). o �' �' 0 0 0 N N N 3) ROOT PRUNING: BEFORE GRADING, PAD PREPARATION, OR EXCAVATION FOR PARKING AREA CURBS, SIDEWALKS, OR � DRIVEWAYS, THE ROOTS OF IMPACTED TREES MUST BE PRUNED WITH APPROVED EQUIPMENT ONE FOOT OUTSIDE OF o 0 0 0 BARRIERS. ALL ROOT PRUNING SHALL BE CONDUCTED BY A LICENSED CERTIFIED ARBORIST, AND MAY REQUIRE THE GITY'S ARBORIST TO BE PRESENT DURING THIS PROCEDURE. 6) PROPHYLAGT I G TREATMENTS, SUCH AS THE APPL I GATI ON OF FUND I G I DES INTO THE PRUNING TRENCH, WILL BE REQUIRED TO ENSURE THE LEAST AMOUNT OF DAMAGE TO PRUNED ROOTS. �) AFTER GOMPLETI ON OF ROOT PRUNING, ALL BARRIERS ARE TO BE REINSTALLED, AND THE AREA INSIDE THE BARRIER I S TO RECEIVE GORE AERATION. 8) ADEQUATE WATER MUST BE SUPPLIED TO ROOT PRUNED TREES TO AIDE IN ROOT REGENERATION AND DEGREASE STRESS. z z w w z w TR�� PROT�GT I O1� 1�OT�S w w w I) PROTECTIVE BARRIGADES SHALL BE PLACED AROUND ALL PROTECTED TREES DURING SITE CLEARING TO GREATS A PROTECTIVE ROOT ZONE AND SHALL REMAIN IN PLACE UNTIL LAND ALTERATION, SITE CLEARING AND CONSTRUCTION z ACTIVITIES ARE COMPLETE. BARRIGADES FOR THE PROTECTIVE ROOT ZONE SHALL BE ERECTED IN THE LOCATIONS SHOWN p � � � ON THE PLAN. � w w w 2) A MINIMUM DISTANCE OF TEN (10) FEET FROM ALL PROTECTED TREES SHALL BE MAINTAINED WHEN INSTALLING > � � Q � Q a Q UNDERGROUND UTILITIES. I F THIS RESULTS I N UNREASONABLE HARDSH I P, A SO I L AUGER SHALL BE USED TO TUNNEL UNDER THE ROOT SYSTEMS. � Z � N M 3) INSTALLATION OF ARTIFICIAL BARRIERS SUCH AS PROTECTIVE BARRIGADES, FENCES, POSTS OR WALLS SHALL NOT DESTROY OR IRREVERSIBLY HARM THE ROOT SYSTEM OF PROJECTED TREES. POST HOLES AND TRENCHES LOCATED GLOSS TO PROTECTED TREES SHALL BE ADJUSTED TO AVOID DAMAGE TO MAJOR ROOTS. M Q� 4) ALL ROOTS TO BE REMOVED DURING THE SITE CLEARING PHASE SHALL BE SEVERED GLEAN AT THE PERIMETER OF THE � o DESIGNATED PROTECTIVE ROOT ZONE. Q o � J 5) A TWO-INCH LAYER OF MULCH SHALL BE APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES DURING � o THE SITE CLEARING PHASE. � Q 6) ALL TRIMMING OF PROTECTED TREES DURING DEVELOPMENT SHALL BE DONE BY A QUALIFIED, LICENSED TREE SERVICE. Z J � o J � Q �XOTI G PAST PL�1�1T R�MO��L 1�OT�S J w ALL INVASIVE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, GHINESE TALLOW, AND PUNK TREES, MUST BE REMOVED FROM DATE THE SITE. EXOTIC TREES AND SHRUBS SHALL BE GUT FLUSH WITH FINISH GRADE. RESULTING STUMPS SHALL BE REMOVED 10/26/2018 FROM THE SITE OR TREATED WITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT GUT STUMPS WITH GARCON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PROJECT NO. PER MANUFACTURER'S INSTRUCTIONS, AT THE RECOMMENDED STRENGTH TO PREVENT RE -GROWTH. APPLY HERBICIDE 1509044 IMMEDIATELY AFTER TRUNKS ARE GUT TO PREVENT SAP FROM SEALING WOUNDS. SHEET NUMBER REMOVE ALL WASTE MATERIALS PRODUCED BY THIS WORK FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. L-1 Packet Pg. 3337 fi'L�NT M�TERI �L LIST SYMBOL Qn' BOT�N I GALL NAME COMMON NAME SPEC 11= I G�TI ONS SP�G I NG N�T11�E GOLD TOLER�NT� O PE 15 PINUS ELLIOTTII SLASH PINE 14' HT X 7' SPD, 3.5" GALIPER AS SHOWN YE5 MID ZONE MG q MAGNOLIA GRAND I FLORA SOUTHERN M.46NOL l.4 I O' HT X 4' SPD, I .�5" GALIPER AS SHOWN YES MID ZONE BS 6 BURSERA SIMARUBA GUMBO LIMBO 10' HT X 4' SPD, 1.75" GALIPER AS SHOWN YES COASTAL ZONE >� AR 10 AGER RUBRUM GONOGARPUS EREGTUS RED M�4f-'LE GREEN �/TTONWOOD 10' HT X 4' SPD, I.�S" GALIPER AS SHOWN YES MID ZONE GE q 10' HT X 4' SPD, 1.�5" GALIPER AS SHOWN YES MID ZONE O WM 23 MYRIGA GERIFERA W,4X MYRTLE 6' HT X 5' SPD, 25 GALLON 60" OG YES MID ZONE MF O 55 133 MYRGIANTHES FRAGRANS MYRGIANTHES FRAGRANS 5/MPSON'S STOPPER 5/MPSON'S STOPPER MUHLY 6R,455 5' HT X 4' SPD, IS GALLON 24" HT X 24" SPD, 3 GALLON 48" OG 36" OG YES MID ZONE MID ZONE q5 YES :�:�. MG ITi MUHLENBERGIA GAPILLARIS 24" HT X 24" SPD, 3 GALLON 36" OG YES MID ZONE OO SA 50 SGHEFFLERA ARBORIGOLA "TRINETTE" TRINETTE SGHEPPLER�4 24" HT X 24" SPD, 3 GALLON 36" OG NO MID ZONE DT 2�0 DIANELLIA TASMANIGA "VARIE6ATA" LIRIOPE MUSGARI 'BIG BLUE" Y.4RlEG.4TED PL.4X LILY 10" HT X 10" SPD, I GALLON 24" OG NO MID ZONE °°°°° 0 0 LM 465 Bl6 BLUE LlRIOPE 10" HT X 10" SPD, I GALLON 24" OG NO MID ZONE �IViI'� �'�®� - - • ��, � �� .� ��A� - �� • �' _ o t'--�'..� �. � \ a ' • ill -• -- ill• ill._.. �r;' i /� �� -.I�IILii��lli� •i�ZriiilL..�lll'�: I�IIL..�1�1�� I 4SS�� 4�Yr �� ' �� ii ill:_: �=..._ I�.v.:;_ � - ; �. �-'' ,., �7. ;�� .��i\ilI�0�0i�i►i��'3/i�iY1Y��iYi��i�Ii�l�] - _�• � �� I\ i • TREE REQUIREMENTS TREE G�TEC ORY GORES I) INTERIOR LANDSGAPE IOgb x 43,�5q VUA SF = 4,376 / 250 = 18 TREES 3 EXISTING TREES + 15 TREES PROPOSED = IS TREES 12,480 SF INTERIOR GREENSPAGE PROVIDED 2) NORTH BUFFER - 8' TYPE 'D' BUFFER I TREE / 30 LF + 3 GALLON DOUBLE HEDGE 3' O.G. I�iO / 30 LF = 6 TREES +HEDGE (113) 3) EAST RIGHT OF WAY BUFFER - IS' I TREE / 10 LF + 10 GALLON HEDGE 4' O.G. 240 / 10 LF = 24 TREES +HEDGE (60) q EXISTING TREES + 15 PROPOSED TREES = 24 TREES 4) SOUTH BUFFER - IS' TYPE 'B' BUFFER I TREE / 25 LF + 10 GALLON HEDGE 4' O.G. 217 / 25 LF = q TREES +HEDGE (54) 8 EXISTING TREES + I PROPOSED TREE 5) WEST BUFFER - 15' TYPE 'B' BUFFER I TREE / 25 LF + 10 GALLON HEDGE 4' O.G. 240 / 25 LF = 10 TREES +HEDGE (60) 6) BUILDING FOUNDATION LANDSGAPE 3,000 SF X 1090 = 300 SF REQUIRED 300 / 300 = I TREES FOUNDATION LANDSGAPE PROVIDED 335 + 145 + IqS= 6�5 SF �) 18 + 6 + 24 + q + 10 + I = 68 TREES - 21 EXISTING = 4� TREES 4q TREES PROVIDED -SEE PLANT MATERIAL LIST 8) ALL PROHIBITED EXOTIC VEGETATION SHALL BE REMOVED FROM THE SITE AND THE SITE SHALL BE MAINTAINED FREE OF EXOTICS IN PERPETUITY. I N INTERIOR TREES NB NORTH BUFFER TREES SB SOUTH BUFFER TREES EB EAST BUFFER TREES WB WEST BUFFER TREES B BUILDING TREES TREES PROS I I�EI7 SLASH PINE 15 MAGNOLIA q GUMBO LIMBO 6 RED MAPLE 10 GREEN BUTTONWOOD q TOTAL TREES 4q SYMBOL �GEY L�Nl7SG�PE I1�ST�LL�T101� NOTES I) ALL PLANT MATERIALS SHALL BE FLORIDA #I OR BETTER AS GIVEN IN, GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 2) LOCATION OF PLANTS ON THE PLAN ARE DIAGRAMMATIC- SEE THE LANDSGAPE ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS PROVIDED FOR THE CONVENIENCE OF THE LANDSGAPE CONTRACTOR. SHOULD THERE BE ANY DISCREPANCY BETWEEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL. 3) I T I S THE LANDSGAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAGE FOR OPTIMUM GROWTH OF LANDSGAPE MATERIAL BEFORE INSTALLATION BEGINS. 4) THE CONTRACTOR SHALL INSURE THAT ALL PLANTING ISLANDS AND OTHER AREAS SHALL BE GLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER WASTE MATERIALS TO A DEPTH OF 24" PRIOR TO LANDSGAPE INSTALLATION. 5) ALL PLANT BEDS AND TREE RINGS SHALL BE TREATED WITH APRE-EMERGENT HERBICIDE AND THEN TOP -DRESSED WITH 3" DEEP PINE BARK NUGGETS. ALL NEW TREES SHALL HAVE A TREE RING WITH A MINIMUM OF 24" RADIUS, ALL NEW TREES AND PALMS SHALL BE STAKED. 6) NEW SOD SHALL BE ± I5,�50 5Q. FT. ARGENTINE BAHIA 50D, IN THE LOCATIONS SHOWN ON THE PLAN. CONTRACTOR SHALL DETERMINE EXACT QUANTITIES IN THE FIELD. 50D AREAS SHALL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE. �) TREES SHRUBS, AND GROUND COVER SHALL BE INSTALLED USING THE FOLLOWING PROCEDURE: PLANT PITS SHALL BE EXCAVATED TO TW I GE THE DIAMETER OF THE PLANT ROOT BALL. AERATE EXISTING SOIL BEFORE BAGKF I LL I NG PIT. 8) TREE INSTALLATION: ALL REQUIRED TREES SHALL BE INSTALLED I" - 2" ABOVE FINISH GRADE. TREES INSTALLED OR BURIED TOO DEEP SHALL BE RESET TO THIS STANDARD. REMOVE THE TOP I/3 OF THE WIRE BASKETS ON ALL B � B STOCK. ROWN SPRE REMOVE DEAD AND INJURED TWIGS, TRIM NO LEADERS, RETAIN NATURAL SHAPE GROWN OF ROOTBALL SHALL BE I" - 2" ABOVE FINISF+ GRADE 3" DEEP MULCH LAYER, INSTALL MULCH MIN. 4" AWAY FROM TRUNK AERATE EXISTIN6 SOIL BAGKFILL EXISTING Sl1BGRADE r.� � � � ,., � � ",., 15-q-12, b MONTH FORMULA TO SOIL SURFACE OF PLANT PIT, AT MANUFACTURER'S RECOMMENDED RATE MULTI -STEM TREE PUNT I NC DET� I L ROWN SPREA p a q p � a - REMOVE DEAD AND INJURED a TWI65, TRIM NO LEADERS, � n RETAIN NATURAL SHAPE �r� �. aqa WHITE SURVEYOR'S TAGGING TAPE, b" LENGTH a �' � 3 - 2" X 2" STAKES DRIVEN INTO OVERALL HEIGH q a Q qd � GROUND AT AN ANGLE, THEN TIGHTENED a o TO VERTICAL POSITION, 8' MINIMUM a� ¢6 LENGTH, STAKES AT 120° ANGLE a a a ARBOR TIE CONNECTIONS - ROOT FLARE SHALL BE INSTALLED I" - 2" ABOVE FINISF+ GRADE 3" MINIMUM MULCH LAYER, INSTALL MULCH b" AWAY FROM TRUNK � III=� I � I I I I FINISH GRADE I I III -I I III III �� —�� _ � � � � AERATE EXISTIN6 SOIL BAGKFILL �� III—��—�� —�� — �� — — ��— — EXISTIN6 SUBGRADE APPLY OSMOGOTE PLUS IS-q-12, b MONTH FORMULA TO SOIL SURFACE OF PLANT PIT, AT MANUFACTURER'S RECOMMENDED RATE SHADE TREE ST�K I NC AND PL�NTI NC DET� I L CONTRACTOR SHALL REMOVE STAKING AND 6U'fING MATERIALS AFTER ONE 6ROWIN6 SEASON. APPLY OSMOGOTE PLUS 15-q-12, b MONTH FORMULA TO SOIL SURFACE OF PLANT PIT, AT MANUFACTURERS RECOMMENDED RATE. 3" DEEP MULCH LAYER SOD AERATE EXISTING SOIL BAGKFILL EXISTING 501E SCRUB PUNT I NC DET� I � 0 20 40 SCALE (IN FEET) C� � c Z �� o -� oQ� NJ "' m � � a � `o m - LL _ �� a. J � � �- �o a �� Z` � o yL m" � �� NJ U o J m N� +' N Cp Z � �� O i =� � ro '°' �Q�� W U a w G � Z � a� �, H Z W Q Z Q H Z U J � Q � U � � � w w � U O CV J W � Z Q Q J � o � W � w J J � � Q Q Q Z U Z Q o w z J Z o J w W a � � w z � m � � W a z w J °' � O W � w i z a ti � � m � m � w C0 w q w o z � z � Y V N � � � 0 0 0 N i i i � � � W O O N � i i � o 0 0 H H H w w w � � � O O O w w w Z � � � O � w w w w a a a � ¢ Q Q � � N M z Q� J � O Qo Q � J �o Z J OQ Qg J LL DATE 10/26/2018 PROJECT NO. 1509044 SHEET NUMBER L-2 Packet Pg. 3338 �� I �., I � I/� I�I I�I II III 2" MAIN LINE D I ,. �s4"��LEEVE� II f� 0 20 40 SCALE (IN FEET) u WIRE CONNECTORS FIRE HYDRANT ASSY. �`�- __ _ � / /O 1, , -- � � -- � -- 0 � '�,� `; � 1 / , '� —/ — � :— � � _ _ � � B � ' 4 � � �- � 5 3 /� 3/4" PIPE � I5 FINISH GRADE � VALVE BOX LID TO HEADS • O �° � } • ' �. TO MAIN LINE VALVE BOX :.-� PVG SGH 80 ELL 4" PEA GRAVEL ' �� ELECTRIC �lAL1�E DETAIL PVG SGH bU NIPPLE I � ` /// SYMBOL L_�C �1�D / � — — — — — — _ � I # I ZONE NUMBER 2 8 ZONE GPM V� � / ' . \ / I' ■ � ■ � � ------��I I■ � ; ■ ■ I I' ■ ; ,,� I � - —__ : � � ' a � a _� a ��.I �I a a a a ,— ; ; ,,,/,, , ,,, , �,,,,�,,,, a �; ; — WM � � � �\�'/ ,/, A� / � FAA\ �� '. I 2 1�,,'�' I 22 �' I I i i II �; � �.�; i I I, i � IRRIGATION WATER I SOURCE IS AN I, i I I I -FIRE HYDRANT ASSY. � EXISTING 3/4" I,� ,N,� � ,� I I ', �� IRRIGATION METER ,� �" �� I I i I� �� / G I I �� a a G �.,,�. �,%�, � I I a a a ' �, ,' ' ,. . I I I � � ,, ,�,�', G I I I � - � NI II .,, �.� G �,I II � J . / ' ' / /' z � wl II � � ,G ,' � I I I m= �''� /' G II �Q � Q `. I I m � I I, I �. . �`,` �`. � I I II �o� I I Q= m Q m 22 � G � 4\� \� \ I m � � I � I I I�� ,`,�� I I � v m I •, y `, ` G I I I Z Q ;`,�� I II � � It � � . �` � I II Z �`• `\, \ I � I I Q I I .� 30-INCH LINEAR LENGTH OF WIRE, COILED WATER PROOF CONNECTIONS PVG SGH 80 VALVE BOX WITH COVER I I/2' NIPPLE TOP OF MULCH PVC SGH FINISFf GRADE � B-I- DRIP ZONE CONTROL KIT PVG SGH � — INCLUDES VALVE, PVG TEE, � T� FILTER AND PRESSURE REGULATORS, u u PVG LATERALS o �°� � 0°00°0°0000000 000000o PVG SGH 40 MALE ADAPTER (?a o°o Oo 0 oa o° Oo 00 0° OoOo 0 0o 000 00000000000o PVG SGH 80 I' UNION (?J FOR 00 SERVICING ASSEMBLY BLOCK (I OF 4) PVG SGH 80 NIPPLE, CLOSE (?J PVG MAINLINE 3-INCH MINIMUM DEPTH OF 3/41NGH WASHED GRAVEL DizIP CONTROL ZONE KIT FLEX PVG PVG LATERAL LINE 6" POP-UP ROTATOR DETAIL RR I C �4T I Oil M�T�R I �L_ � I ST SYMBOL C�U�NTITY MODAL NUM��R ,4 � 63 MPR40-O6-MP3000, 8'-15' RADIUS, 6" POP-UP ROTATOR B � 25 MPR40-O6-MP3000, 21'-30' RADIUS, 6" POP-UP ROTATO G � 49 1401-0.25, .25 GPM FULL CIRCLE BUBBLER .' ,'� �' .' ,'� �' .' ��, ��, t 5,�50 LF PLD-10-12-250, LANDSCAPE DRIPLINE 5 IGV-IOIG-FS-R, I" FILTER VALVE ® 5 IGZ-101-40-R, I" DRIP ZONE CONTROL KIT t 625 LF 2" PVG, SCHEDULE 40 MAIN LINE ® I PG-12-WSS, 12 STATION CONTROLLER W/ SOLAR SYNC IRRIC�TIO1� I�IST�LL�TIOI�I i�OT�S I) ALL QUANTITIES SHOWN ON THE DRAWINGS ARE NOT GUARANTEED AS TO ACCURACY AND ARE SHOWN FOR THE PURPOSES OF I ND I GATI NG VOLUME OF WORK. I T SHALL BE THE RESPONSIBILITY OF THE BIDDER TO SATISFY HIMSELF A5 TO THE ACCURACY OF THE QUANTITIES. 2) PIPING OR VALVES MAY SOMETIMES BE I ND I GATED AS BEING LOCATED I N UNLIKELY AREAS; I .E., I N BUILDINGS, UNDER PAVEMENT, OR OUTSIDE OF THE PROPERTY LINES. THIS IS DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING I S TO BE INSTALLED I N SOIL AREAS. 3) INSTALL IRRIGATION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES. 4) PIPE SIZES ARE LABELED AT LOCATIONS WHERE AN INCREASE IN SIZE OCCURS. CONTINUE PIPE SIZE UNTIL SIZE INCREASE I S I ND I GATED. PIPES SHALL BE INSTALLED ALONG WALKS, CURBS OR WALLS, THEY SHALL NOT BE INSTALLED I N THE MIDDLE OF PLANTERS. CONTRACTOR SHALL REVIEW LANDSCAPE PLANS TO DETERMINE TREE AND PALM LOCATIONS. MAIN LINE AND LATERALS SHALL BE SGH 40 PVC. 5) ALL POP-UP SPRAY AND ROTOR HEADS SHALL BE INSTALLED ON 18" LONG FLEX PIPE CONNECTIONS. RISERS SHALL BE 28" I N HEIGHT OR 4" ABOVE ADJACENT SHRUBS. ALL IRRIGATION EQUIPMENT SHALL BE BY HUNTER, UNLESS OTHERWISE STATED ON THE PLAN. 6) WATER SOURCE IS AN EXISTING 3/4" IRRIGATION METER. IRRIGATION SYSTEM REQUIRES 22 GPM AT 40 PSI. WIRING USED FOR CONNECTING THE VALVES TO THE CONTROLLER SHALL BE TYPE UF, I6 AWG WIRE, WITH PVG INSULATION. ZONE WIRES SHALL BE COLOR CODED, AND COMMON WIRE SHALL BE WHITE. VALVE BOXES SHALL BE RAINBIRD MODEL:VB-STD, STANDARD, GREEN. PLACE 3" GRAVEL INSIDE VALVE BOXES. 7) NEW CONTROLLER SHALL BE WALL MOUNTED IN THE LOCATION APPROVED BY THE PROJECT MANAGER. AFTER 30 DAY PLANT MATERIAL ESTABLISHMENT PERIOD, CONTROLLER SHALL BE SET AS PER LOCAL WATER RESTRICTIONS. AFTER IRRIGATION SYSTEM INSTALLATION IS COMPLETE, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT DRAWING SHOWING LOCATION OF IRRIGATION HEADS, VALVES AND PIPE. 8) PIPING ON THE PLAN I S D I AGRAMMATI GALLY ROUTED FOR GLARI TY. DESIGN MOD I F I GATI ONS SHALL BE MADE TO MEET FIELD CONDITIONS. THE PIPING SCHEMATIC IS DESIGNED TO MINIMIZE TRENCHING. WHENEVER POSSIBLE RUN MULTIPLE LINES AND WIRE IN THE SAME TRENCH. G) WHERE EXISTING OR PROPOSED PAVED SURFACES GR055 IRRIGATION LINES, ALL PIPING UNDER SAID SURFACES SHALL BE IN SLEEVES. SLEEVES SHALL BE SGH 40 PVG, MINIMUM 2" DIAMETER OR AS SPECIFIED ON PLAN. WHERE EXISTING PAVEMENTS MUST BE GUT TO INSTALL IRRIGATION PIPE, SAW GUT SIX INCHES WIDER THAN THE NEEDED TRENCH. REPAIR GUTS WITH AN EQUIVALENT MATERIAL TO MATCH EXISTING. 10) MINIMUM COVER: PROVIDE IS" MINIMUM COVER OVER SLEEVES, 18" MINIMUM COVER OVER TOP OF MAIN LINE AND CONTROL WIRING, AND 12" MINIMUM COVER OVER ANY OTHER INSTALLED IRRIGATION PIPING. II) IRRIGATION MUST PROVIDE 1005Y� COVERAGE. DRIP I I�IST�LL�T I O1� 1�OT�S I) DRIPLINE SHALL BE LAID DIRECTLY UNDER THE 3" MULCH BED. MULCHING OF PLANT BEDS SHALL OGGUR AFTER DRIPLINE INSTALLATION. 2) DRIPLINE SHALL COVER THE FULL EXTENT OF ALL PLANTING BEDS WHERE IT I S I ND I GATED ON THE DRAWINGS, AT A SPAG I NG OF 18" ON CENTER. ON THE DRIPLINE ZONES, THE ELEGTRI G VALVE, D I SG FILTER, AND PRESSURE REGULATOR SHALL BE PLACED UNDERGROUND IN A PLASTIC VALVE BOX WITH COVER. ADJUST PRESSURE REGULATOR TO ACCOMMODATE EACH ZONE. 3) INDIVIDUAL SECTIONS OF DRIPLINE SHALL BE CONNECTED USING PVG PIPE, 51 ZED AS PER GPM REQUIREMENTS. DRIPLINE SHALL BE STAPLED OR OTHERWISE FASTENED TO THE FINISH GRADE EVERY 4' ON CENTER. ON -SURFACE DRIPLINE INSTALLED ON TWO SIDES OF PROPOSED SINGLE -ROW HEDGE SINGLE -ROW HEDGE � � Iti ► { ti ► { � � SINGLE -ROW HEDGE DRIPLINE DETAIL NOTE: TOTAL LENGTH OF DRIPLINE SFfALL NOT EXCEED 250 LF CONTROLLER � .. _. WALL 120 VOLT WIRE CONTROL `a IN CONDUIT WIRE - COMMON WIRE POST �� CONDUIT FLOOR OF DIRECT BURIAL WIRES (TO REMOTE CONTROL VALVES) WALL MOUNTED CONTROLLER a 1!•L TREE CANOPY 24" RADIUS MULCH RING BUBBLER 18" - 24" LONG FLEX PIPE � PVG LATERAL �U�BLER DETA I L OI PVG EXHAUST HEADER O2 PVG SGH 40 TEE OR EL (TYPICAL) FLUSH POINT (TYPIGAU ® BARB X MALE FITTING° OO PERIMETER of AREA © BARB X BARB INSERT TEE OR GROSSa 2"-4" FROM PERIMETER OF AREA ® ON -SURFACE DRIPLINE° ® PVG SUPPLY MANIFOLD IO PVG SUPPLY PIPE FROM CONTROL II TOTAL LENGTH OF SELECTED DRIPLINE SHOULD NOT EXCEED 250 LF 12 PVG SGH 40 RISER PIPE t"-4" 1d�LA ON —SURFACE DRIPLINE INSTALLATION C� � c z .E o � � U r � W� "��' 4 �_ � �° E � `o ce C - IL c l� y a� J �` �� Y r o a �� z �� //�/� � V/ L m '� W � `� a U o � J N in z O i =� y � �� GG a N W U v m z� a� W W C� Z J �-. Q U � w � W � U O 0 a Z � � Q � o � W LL �; z J � Q � a Q o Q Z� �_ a i w Z o � w W a � � w z > m � w J m z W a w i z w � ti � � � m } m w m o q J N z � z � U �� og og �� o O O N i W O O CV � , 0 0 0 0 � � � z z z w w w � � � O O O w w w � w w w z �� ° �� > a a a � Q Q Q Z � N M M Q � J � �o Qo 0 � J HO � Z Z Q OQ J � QO J LL DATE 10/26/2018 PROJECT NO. 1509044 SHEET NUMBER L-3 Packet Pg. 3339 Co1L�ier County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.collier�ov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 SITE PLAN WITH DEVIATIONS FOR REDEVELOPMENT LDC Section 10.02.03 F Ch. 6 I of the Administrative Code PROJECT NUMBER To be completed by staff PROJECT NAME DATE PROCESSED APPLICANT CONTACT INFORMATION Name of Property Owner(s): 7-Eleven, Inc. Name of Applicant if different than owner: Craig L. Cornelison, P.E. Address: P.O. Box 711 Telephone: 214-601-5495 Cell: E-Mail Address: Itucker@verticalcm.com Name of Agent: Craig L. Cornelison, P.E. Firm: Cornelison Engineering &Design, Inc. Address: 38039 Old 5th Avenue Telephone: (813) 788-7835 Cell: E-Mail Address: Craig@Cornelison-eng.com City: Dallas State: TX Zlp: 75221-0711 Fax: City: Zephyrhills State: FL Zlp; 33542 Fax: (813) 788-7062 BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. CORRESPONDING SDP, SDPA, SIP INFORMATION This application shall be submitted in conjunction with one of the following site evelopment plan site development plan amendment, or site improvement plan. PROJECT NAME/PL# IF KNOWN: 7-Eleven #34816/PL20180001785 PLANNER/PROJECT MANAGER, IF KNOWN: James Sabo DATE OF SUBMITTAL: 12/3/2018 7/25/2017 Page 1 of 4 Co�er Count y COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 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. DEVITATION 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. Project enhancements to offset or minimize the deviations shall be clearly identified on the site plan and explanation provided. 4. Deviation Request types: Zoning Deviation Requests -Check all that may be impacted by the request. g Dimensional standards (excluding height) ❑ Parking ❑ Architectural Landscape /Buffers 0 Other site features: side yard setback for existing car wash; setback for fuel canopy Engineering Deviation Requests -Check all that may be impacted by the request. ❑ Stormwater �❑ Pathways ❑ Transportation Planning ❑Other site features: 7/25/2017 Page 2 of 4 Co�er Count y COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Chapter 8 of the Administrative Code requires that the applicant must remove their public hearing advertising signs) after final action is taken by the Board of County Commissioners. Based on the Board's final action on this item, please remove all public hearing advertising signs) immediately. Pre -Application Meeting and Final Submittal Requirement Checklist for: Deviations The following Submittal Requirement Checklist is to be utilized during the Pre -Application Meeting and at time of application submittal. At time of 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 Site Development Plan with Deviations for 1 ® ❑ Redevelopment Application. Completed SDP/SDPA/SIP application and all associated 1 ® ❑ materials, including all site plan documents. Copy for the Pre -Application Notes, if not submitted with 1 � ❑ SDP/SDPA/SIP Affidavit of Authorization, signed and notarized 1 Property Ownership Disclosure Form 1 Electronic copy of all documents and plans *Please be advised: The Office of the Hearing Examiner requires all ❑1 � ❑ materials to be submitted electronically in PDF format. Unless m�aived by the Prgject Manager_ ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS: • Following the completion of the review process by County review staff, the applicant shall submit all materials electronically to the designated project manager. • Please contact the project manager to confirm the number of additional copies required. 7/25/2017 Page 3 of 4 Co�er Count y COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net FEE REQUIREMENTS 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 � Pre -Application Meeting: $500.00 Estimated Legal Advertising Fee for the Office of the Hearing Examiner: $1,125.00 � Site Development Plan for Redevelopment: $1,000.00 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 the permit fee shall be submitted to: Growth Management Department Zoning Division ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 plicant Sig ature Craig L. Cornelison, P.E. Printed Name 11/2/18 Date 7/25/2017 Page 4 of 4 7-ELEVEN, INC. P.O. Box 711 dALLAS, TX 75221-0711 Date: November 2, 2018 Collier County Government 2800 N. Horseshoe prive !Naples, FL 341C34 Florida Department of EnvironmentaE Protection NPDES Stnrmwater No#ices Center 26g0 Blair Stone Road Tallahassee, FL 32399 South Florida Water Management District 33g1 Gun Club Road West Palm Beach, FL 334D6 RE: 7-Eleven #34818 37D1 Santa Barbara Boulevard Naples, FL 341D4 North Collier Fire Control District 6495 Taylor Road Naples, FL 3411D Florida Department of Transportation District 1 Southwest Area Office 10041 Daniels Parkway Fort Myers, FL 33913 To Who t May Ca i, Q �� of 7-Eleven, inc. certify that [/we am/are the legal owner of record of the property described above and da hereby authorize Larae Tucker of Vertical Construction Management and Crai L. Cornelison PE of Cornelison En ineerin & Desi n inc. as agents for the applicant to process all items regarding permitting and entitlements, on behalf of the subject property. Thanks for your attention to this matter. Owner: {Owner Signature} ei� �� 1 {printed Name of Ownerj Before m he enders' ed aed authority, on this day personal4y appear �� .JS {Name of person signing for Entity) (Title of person signing) of 7-Eleven Inc. known to me to be the person whose name is subscribed to this letter, {Name of entity} and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated as the act and deed of said corporation. Given under my hand and seal of office on this G w day of �llOi��1��t�-- 2018. IIIIIY P �4 Notary Pu tc �p`"� �B{�,^ CHARLES E CARPENTER Notary Public -Stara of Florida s'9. � Commission � fF 9i1241) My commission expires 3�%��?a �...-� '%�a ,.�` lyty Comm. Eapl►ea,Mar 29, 2020 �FHII� �iDlL18Y Ci011YItjt COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 FAX: (239) 252-6358 AFFIDAVIT OF AUTHORIZATION FOR PETITION N`U�MBERS(S) PL20180001683 and PL20180001785 I, I.�YG�iI� ��ID t (print name), as �• CL% (title, if applicable) of 7-Eleven. Inc. (company, If applicable), swear or a 1rm under oath, that 1 am the (choose one) owner applicant _contract purchaser _and that: 1. I have full authority to secure the approvals) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3. I have authorized the staff of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. 5. We/I authorize Craig L. Comehson, P.E. to act as our/my representative in any matters regarding this petition including 1 through 2 above. *Noses • If the applicant is a corporation, then it is usually executed by the corp. pres. or v. pres. • If the applicant is a Limited Liability Companv (L.L.C.) or Limited Company (L.C.), then the documents should typically be signed by the Company's "Managing Member. " • If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. • If the applicant is a limited partnership, then the general partner must sign and be identified as the `general partner" of the named partnership. • Ifthe applicant is a trust, then they must include the trustee's name and the words "as trustee ". • In each instance, frrst determine the applicant :y status, e.g., individual, corporate, nest, partnership, and then use the appropriate formal for that ownership. Under penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the facts stated in it are true. �`� i � a i� Signature Date STATE OF !�L COUNTY OF nQtjN�>t The foregoing instrument was sworn to (or affirmed) and subscribed before me on Nov}�w�/Z Zt Zo)a' (date) by RAFT D/JT£L (name of person providing oath or affirmation), as �-ELfYf.J �Sff. SEf�E?+4�/ who is personally known to me or who has produced (type of identification) as identification. v o'• �.4 STAMP/SEAL ion"" CHRRLES E CARPENTER Notary PUUI{L - State of Florida Signs ry Public 'sy•. Commission • FF 97124U CP108-COA-nnI11155 I"'%4� at My Cumm. Expires Mar 29, 2020 Rev.3/2/17 Page 6 of 9 Coll�ie-r County �•..� COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 FAX: (239) 252-6358 �'63�P�EIRTY lta��LE�SHIP OSS�L�SIUf�F E�E3� This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the percentage of such interest: � Name and Address � % of Ownership � If the property is owned by a CORPORATION, list the officers and stockholders and the percentage of stock owned by each: Name and Address % of Ownership 7-Eleven, Inc., P.O. Box 711, Dallas, TX 75221-0711 see attached or list o o icers If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the CII.CIIId�',C VI II IICI CJL. � Name and Address � % of Ownership � Created 9/28/2017 Page 1 of 3 Col{l�ie-r County �•..� COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 FAX: (239) 252-6358 d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the e f [� eneral and/or limited partners: Name and Address % of Ownership If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the C �IIII,CI J, JLVI, I\IIVIUCI J, VCIICIII,IdIICJ, VI LJdI LIICI J. Name and Address % of Ownership Date of Contract: If any contingency clause or contract terms involve additional parties, list all individuals or of I II.CI J, II d l.Vl I,JVI dLIVI I, I.JdI LI ICI JI IIf.J, VI LI UJL. Name and Address Date subject property acquired ❑ Leased: Term of lease years /months If, Petitioner has option to buy, indicate the following: Created 9/28/2017 Page 2 of 3 Co�lier Count y COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.collieri;ov.net Date of option: 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Date option terminates: , or Anticipated closing date: AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest -holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 ,..,—,_� _.�— ; .Agent Own Signature Craig L. Cornelison, P.E. Agent Owner Name (please print) 11/2/18 Date Created 9/28/2017 Page 3 of 3 7-Eleven, Inc. P.O. Box 711 Dallas, TX 75221-0711 Officer/Director Detail Title PCEO, DIRECTOR Name DEPINTO, JOSEPH M Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title AS, FRANCHISE SALES REP Name QURESHI, ASIF J Address 9351 CYPRESS LAKE DRIVE City -State -Zip: FORT MYERS FL 33919 Title SR VP, GC, SECRETARY Title AS, FRANCHISE SALES REP Name GASAWAY, RANKIN L Name BYNES, MICHAEL Address 3200 HACKBERRY ROAD Address 9351 CYPRESS LAKE DR City -State -Zip: IRVING TX 75063 City -State -Zip: FT. MYERS FL 33919 Title AS, FRANCHISE SALES REP Title AS, FRANCHISE SALES REP Name GOLDSMITH, JOSEPH Name STEVENS, WINSTON (DOUG) Address 9351 CYPRESS LAKE DR Address 800 TRAFALGAR COURT #360 City -State -Zip: FT MYERS FL 33919 City -State -Zip: MAITLAND FL 32751 Title AS, FRANCHISE SALES REP Title AS, SR. DEVELOPMENT DIRECTOR Name REINA, KATHRYN Name DISTEL, GRANT Address 3200 HACKBERRY ROAD Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY -SENIOR DIRECTOR Title VP, MERGERS & ACO DEVELOPMENT TRANSACTION TAX Name WILLIAMS, IAN C Name BAKER,JAMES C Address 3200 HACKBERRY ROAD Address 3200 HACKBERRY ROAD ATTN: CORP. INCOME TAX DEPT City -State -Zip: IRVING TX 75063 City -State -Zip: IRVING TX 75063 Title REAL ESTATE MANAGER Title VP, FLORIDA ZONE MANAGER Name BANTOS,CHARLES Name SUMMERS,JAMES Address 3200 HACKBERRY ROAD Address 3200 HACKBERRY ROAD ATTN: CORP. INCOME TAX DEPT ATTN: CORP. INCOME TAX DEPT City -State -Zip: IRVING TX 75063 City -State -Zip: IRVING TX 75063 Title VICE PRESIDENT -CONSTRUCTION, ENGINEERING &FACILITIES Name NACHTRAB, ERIC J Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 7-ELEVEN, INC. P.O. Box 711 dALLAS, TX 75221-0711 Date: November 2, 2018 Collier County Government 2800 N. Horseshoe prive !Naples, FL 341C34 Florida Department of EnvironmentaE Protection NPDES Stnrmwater No#ices Center 26g0 Blair Stone Road Tallahassee, FL 32399 South Florida Water Management District 33g1 Gun Club Road West Palm Beach, FL 334D6 RE: 7-Eleven #34818 37D1 Santa Barbara Boulevard Naples, FL 341D4 North Collier Fire Control District 6495 Taylor Road Naples, FL 3411D Florida Department of Transportation District 1 Southwest Area Office 10041 Daniels Parkway Fort Myers, FL 33913 To Who t May Ca i, Q �� of 7-Eleven, inc. certify that [/we am/are the legal owner of record of the property described above and da hereby authorize Larae Tucker of Vertical Construction Management and Crai L. Cornelison PE of Cornelison En ineerin & Desi n inc. as agents for the applicant to process all items regarding permitting and entitlements, on behalf of the subject property. Thanks for your attention to this matter. Owner: {Owner Signature} ei� �� 1 {printed Name of Ownerj Before m he enders' ed aed authority, on this day personal4y appear �� .JS {Name of person signing for Entity) (Title of person signing) of 7-Eleven Inc. known to me to be the person whose name is subscribed to this letter, {Name of entity} and acknowledged to me that he executed the same for the purposes and consideration therein expressed, in the capacity therein stated as the act and deed of said corporation. Given under my hand and seal of office on this G w day of �llOi��1��t�-- 2018. IIIIIY P �4 Notary Pu tc �p`"� �B{�,^ CHARLES E CARPENTER Notary Public -Stara of Florida s'9. � Commission � fF 9i1241) My commission expires 3�%��?a �...-� '%�a ,.�` lyty Comm. Eapl►ea,Mar 29, 2020 �FHII� SCHEDULE B-ll PER FIRST AMERICAN TITLE INSURANCE CO. FILE NO. 1002-232988-RTT EFFECT/VE DATE AUGUST 15, 2017 AT 8:00 A.M. 9O. Provisions of the Plat of BERKSHIRE LAKES UNIT bNE, recorded in Plat Book 14, Page 118 of the Public Records of Collier County, Florida. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) QResolution by the Board of County Commissioners of Collier County, Florida, establishing the Immokatee Planning Area and the Coastal Planning Area, recorded in Official Records Book 649, Page 1239. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) 11. Conveyance of Water Utility Facilities recorded in Official Records Book 1367, Page 1743. (DOES NOT AFFECT SUBJECT PARCEL) 12. Conveyance of Sewer Utility Facilities recorded in Official Records Book 1367, Page 1752. (DOES NOT AFFECT SUBJECT PARCEL) O3. Declaration of Covenants, Conditions, Restrictions and Easements, recorded in Official Records Book 1538, Page 122; as amended by Official Records Book 1812, Page 208, Official Records Book 3198, Page 1167 and Official Records Boak 3705, Page 1021, but deleting any covenant, condition or restriction indicating a preference, limitation or discrimination based on race, color, religion, sex, handicap, famillai status or national origin to the extent such covenants, conditions or restrictions violate 42 USC 3604(c). (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) OTenants Rights and Out Parcel Restrictions set forth in Lease by and between Coast Communities Corporation and Publix Super Markets, Inc., as evidenced by Memorandum of Lease recorded in Official Records Book 1539,. Page 1686; as amended by Amendment to Memorandum of Lease recorded in Official Records Book 1575, Page 227; and as amended by Second Amendment to Lease Agreement recorded in Official Records Book 3680, Page 2552. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) O5. Tenants Rights and Out Parcel Restrictions set forth in Lease by and between Coast Communities Corporation and Walgreen Co., as evidenced by Memorandum of Lease recorded in Official Records Book 1572, Page 2283. (AFFECTS SUBJECT PARCEL, AS SHOWN -AS TO PARCEL "E-1") O6. Cross Easement Agreement recorded in Officiol Records Book 1575, Page 315; as ®2 CROSS EASEMENT .AGREEMENT BY AND BETWEEN. COAST COMMUNITIES CORPORATION AND BERKSHIRE COMMONS, INC. RECORDED IN OFFICIAL RECORDS BOOK 1927, PAGE 2023; AS MODIFIED BY CONSENT AND MODIFICATION TO CROSS EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3198, PAGE 1158; CONSENT AND MODIFICATION TO CROSS EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3198, PAGE 1162; CONSENT AND MODIFICATION TO DECLARATION OF EASEMENTS, COVENANTS AND CONDITIONS RECORDED IN OFFICIAL RECORDS BOOK 3198, PAGE 1167; CONSENT AND MODIFICATION TO CROSS EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3684, PAGE 436; AND SECOND CONSENT AND MODIFICATION TO CROSS EASEMENT AGREEMENT RECORDED IN OFFICIAL RECORDS BOOK 3695, PAGE 913. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) 23. CROSS COVENANTS AND EASEMENTS RELATIVE TO PHASE I AND PHASE II OF THE BERKSHIRE COMMONS SHOPPING CENTER RECORDED IN OFFICIAL RECORDS BOOK 1927, PAGE 2045; AS AMENDED BY AMENDED AND RESTATED CROSS COVENANTS RELATIVE TO PHASE I AND PHASE II OF BERKSHIRE COMMONS SHOPPING CENTER RECORDED IN OFFICIAL RECORDS BOOK 3660, PAGE 2530. (DOES NOT AFFECT SUBJECT PARCEL) ®4 LOT LINE ADJUSTMENT AFFIDAVIT BY AND BETWEEN BERKSHIRE COMMONS, INC. AND EXXONMOBIL OIL CORPORATION RECORDED IN OFFICIAL RECORDS BOOK 4328, PAGE 4044. SOUTH FLORIDA WATER MANAGEMENT DISTRICT NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMIT RECORDED IN OFFICIAL RECORDS BOOK 4672, PAGE 1218. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) ®5 RESTRICTIONS AND COVENANTS RUNNING WITH THE LAND AND RESERVATION OF ACCESS RIGHTS CONTAINED IN SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4678, PAGE 780. (AFFECTS SUBJECT PARCEL, BLANKET 1N NATURE) ®6 SOUTH FLORIDA WATER MANAGEMENT DISTRICT NOTICE OF ENVIRONMENTAL RESOURCE OR SURFACE WATER MANAGEMENT PERMIT RECORDED IN OFFICIAL RECORDS BOOK 4672,. PAGE 1218. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) 27. TERMS AND CONDITIONS OF ANY EXISTING UNRECORDED LEASE(S), AND ALL RIGHTS OF LESSEES) AND ANY PARTIES CLAIMING THROUGH THE LESSEES) UNDER THE LEASE(S). modified by Consent and Modification to Cross Easement Agreement recorded in Official Sign Legend: Records Baok 3216, Page 1046; as modified by Second Consent and Modification to NOT TO SCALE Cross Easement Agreement recorded in Official Records Book 3705, Page 1030. (AFFECTS SUBJECT PARCEL, BLANKET IN NATURE) (R1) � Row NUMBER SIGN SEE ORB 1580, PG 499 - 017 Declaration of Covenants, Conditions, Restrictions and Easements, recorded in Official (B) -� .BUS STOP SIGN OF COLLIER COUNTY Records Book 1580, Page 491, but deleting any covenant, condition or restriction (DE) � DEAD END SIGN PUBLIC RECORDS FOR indicating a preference, limitation or discrimination based on race, color, religion, sex, CORRECT INFORMATION. handicap, familial status or national origin to the extent such covenants, conditions or (DNE) -� DO NOT ENTER SIGN (RS-1) "BOXED" BEARINGS restrictions violate 42 USC 3604(c). (HC) -a- HANDICAP SIGN REFLECT CORRECT {AFFECTS SUBJECT PARCEL. BLANKET IN NATURE) INFORMATION" (HC) � DUAL HANDICAP SIGN 08.. Declaration of Restrictive Covenant recorded in Official Records Book 1580, Page 507; (INFO) -� INFORMATION SIGN and rerecorded in Official Records Book 1584, Page 2114. (AFFECTS SUBJECT PARCEL, AS SHOWN -AS TO PARCEL "E") (KR) -a KEEP RIGHT SIGN ®9 Cross Easement Agreement recorded in Official Records Book 1580, Page 516; as (LTO) -� LEFT TURN ONLY modified by Consent and Modification to Cross Easement Agreement recorded in Official (ME) o- MEDIAN SIGN Records Book 3200, Page 622. (AFFECT SUBJECT PARCEL, AS SHOWN -AS TO PARCEL "E") (ND) � NO DUMPING SIGN 20. Grant of Non -Exclusive Easement recorded in Official Records Book 1665, Page 460; as (NL) -a- N0 LEFT TURN SIGN (R3-2) amended by First Amendment to Grant of Non -Exclusive Easement recorded in Official (NCI) � NO LITTERING SIGN Records Book 3680, Page 2573. (DOES NOT AFFECT SUBJECT PARCEL) (NO) -� NO OUTLET SIGN 21. Utility and Irrigation Easement by and between Berkshire Commons, Inc. and Florida (FL) -o- NO PARKING FIRE LANE SIGN Power and Light, United Telephone Company of Florida, Florida Cablevision Management (NOR) -a- NO RIGHT TURN SIGN (R3-i) Corporation, and Power Corporation recorded in Official Records Book 1665, Page 476. (DOES NOT AFFECT SUBJECT PARCEL) (NTT) -o- NO THRU TRAFFIC SIGN Abbreviation Legend: (A) -ACTUAL MH A / C -AIR CONDITIONER MLP A CSM - RVE ING &MAPPING AMERICAN CONGRESS ON SU Y MPH ADA -AMERICANS WITH DISABILITIES ACT MPP ALTA -AMERICAN LAND TITLE ASSOCIATION N/A APPROX -APPROXIMATE NAND ARV -AIR RELEASE VALVE NAD AVE -AVENUE NG AVG -AVERAGE NGS BB ( ) -BEARING BASIS NGVD BFP -BACK FLOW PREVENTER N & D BLK -BLOCK N0. BLDG -BUILDING NR BLVD -BOULEVARD NSPS BM -BENCH MARK BOC -BACK OF CURB NT BOW -BACK OF WALK NTS BSL -BUILDING SETBACK LINE OD BWF -BARBED WIRE FENCE ORB C-X -DENOTES SHEET NUMBERING FOR ENGINEERING PLANS OR (C) -CALCULATED OUL C -CHORD OTL CAN -CABLE TELEVISION RISER PB) CB -CHORD BEARING CBS - :CONCRETE BLOCK STRUCTURE PC C.C.R. -CERTIFIED CORNER RECORD PCC C&G -CURB &GUTTER PCP CI -CATCH INLET PFF C/L -CENTERLINE � PG CLF -CHAIN LINK FENCE PGS CM -CONCRETE MONUMENT PI CMP -CORRUGATED METAL PIPE PIV CO - CLEANOUT PK CONC -CONCRETE POB COR -CORNER POC CRPP -CORRUGATED PLASTIC PIPE POL CUE -COUNTY UTILITY EASEMENT PP CWS -CROSSWALK SIGNAL PRC 4 -DELTA PRM (D) -DESCRIPTION PSM DB - DEEDBOOK PT DBH -DIAMETER AT BREAST HEIGHT IN INCHES PVC DE -DRAINAGE EASEMENT PVMT R26E DEPT -DEPARTMENT R DIP -DUCTILE IRON PIPE RAD DR -DRIVE RCP D/U -DRAINAGE AND UTILITY EASEMENT REC (E) -ENGINEERING PLAN REV EJB -ELECTRIC JUNCTION BOX RP EL -UNDERGROUND ELECTRICAL LINES R/W ELEC -ELECTRIC RLS ELEV -ELEVATION RP ELLIP -ELLIPTICAL RWL EOI -END OF INFORMATION RWM EOP -EDGE OF PAVEMENT SE FB -FIELD BOOK SEC 32 FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION SMH FF -FINISH FLOOR (SP) FGI -FLAT GRATE INLET SO FGLP -FIBERGLASS LIGHT POLE SO FT FHYD -FIRE HYDRANT ST FM -FORCE MAIN STMH FND -FOUND S/W FP&L - FLORIDA POWER AND LIGHT FS - FLORIDA STATUTES � (G) -GRID (STATE PLANE) T49S GL -UNDERGROUND GAS LINES TELE GOV'T -GOVERNMENT � TQB GPR -GROUND PENETRATING RADAR TOE GTMH -GREASE TRAP MANHOLE � HDPE -HIGH DENSITY POLYETHYLENE PIPE TRANS HWF -HOG WIRE FENCE TSB ID -IDENTIFICATION TSSP ICV -IRRIGATION CONTROL VALVE NL INFO -INFORMATION TYP INN -INVERT UE IP -IRON PIPE IP&C -IRON PIPE &CAP UNK IR -IRON ROD UTL IR&C -IRON REBAR &CAP W/ IRR -IRRIGATION WL L -ARC LENGTH WLP LB/j -LICENSED BUSINESS NUMBER WM LP -LIGHT POLE WP (M) -MEASURED WPF MB -MAP BOOK WPP MBX -MAILBOX WV MES -MITERED END SECTION (NOT) --� NO TRUCKS (RS-2) (NP) � NO PARKING SIGN (NOT PREPARED - - MANHOLE (1W) —o— ONE WAY SIGN (R6-2) BY THIS SURVEYOR) - METAL LIGHT POLE - R HOUR MILES PE (pE) � PEDESTRIAN CROSSING SIGN - METAL POWER POLE (RTO) -� RIGHT TURN ONLY - NOT APPLICABLE - NORTH AMERICAN VERTICAL DA�hk�=•� '"- �(SL) � SPEED LIMIT SIGN - NORTH AMERICAN DATUM (ST) -o- STOP SIGN (R1-1) - NATURAL GROUND - NATIONAL GEODETIC SURVEY (SS) � STREET SIGN - NATIONAL GEODETIC VERTICAL DATUM - AIL ND DISK N A T Z -o:- ( ) W Y 1 TOW A A ZONE S GN - NUMBER (TE) -� TRUCK ENTRANCE SIGN "BOXED BEARINGS- - NON -RADIAL - NATIONAL SOCIETY OF (U) -� UNKNOWN SIGN REFLECT PLAT PROFESSIONAL SURVEYORS (yyL) � WEIGHT LIMIT SIGN ROTATION" - NON -TANGENT - NOT TO SCALE (WW) � WRONG WAY SIGN - OUTSIDE DIAMETER - OFFICIAL RECORDS BOOK (Y) -� YIELD SIGN - OFFICIAL RECORDS Line Legend: - OVERHEAD UTILITY LINES - OVERHEAD TRAFFIC LINES NOT TO SCALE - PLAT i = 1 FOOT CONTOURS - PLAT BOOK - POINT OF CURVATURE —8— = 5 FOOT CONTOURS - POINT OF COMPOUND CURVATURE ------ ADJOINER PROPERTY LINES - PERMANENT CONTROL POINT _x_x_ =BARBED WIRE FENCE - PROPOSED FINISHED FLOOR - PAGE � =BROKEN LINE - PAGES uc =BURIED CABLE - POINT OF INTERSECTION_ - POST INDICATOR VALVE ucry — =BURIED CABLE TELEVISION - PARKER KAYLON us =BURIED ELECTRIC - POINT OF BEGINNING - POINT OF COMMENCEMENT uro =BURIED FIBER OPTICS - POINT ON LINE uc =BURIED GAS - POWER POLE - POINT OF REVERSE CURVATURE usw = BURIED RECLAIMED WATER LINE - PERMANENT REFERENCE MONUMENT — sw _ BURIED SANITARY LINES - PROFESSIONAL SURVEYOR &MAPPER ru =BURIED SANITARY SEWER FORCE MAIN LINE - POINT OF TANGENCY - POLYVINYL CHLORIDE PIPE — Tc — =BURIED TRAFFIC CONTROL - PAVEMENT ur — =BURIED TELEPHONE LINE - RANGE 26 EAST - RADIUS uw — =BURIED WATER LINES - RADIAL ------- =CENTER LINE R/W - REINFORCED CONCRETE PIPE - RECOVERED o o =CHAIN UNK FENCE - REVISION ------------ =EASEMENT LINES (EXISTING) - RADIUS POINT - RIGHT-OF-WAY -'-'-'-'- = EASEMENT LINES (PROPOSED) - REGISTERED LAND SURVEYOR eow — =EDGE OF WATER LINES - RADIUS POINT - UNDERGROUND RECLAIM WATER LINE 0 =EXISTING DRAINAGE PIPES - RECLAIMED WATER METER a =EXISTING DRAINAGE PIPES (OUTFALL NOT LOCATED) - SPECIAL EASEMENT - SECTION 32 _ r.�, _ =FIRE WATER MAIN LINES - SANITARY SEWER MANHOLE Hw =HOT WATER SUPPLY LINES - STATE PLANE nR — =IRRIGATION LINES - SQUARE - SQUARE FEET — o>L — =OVERHEAD TRAFFIC UNES - STREET a{u =OVERHEAD UTILITY LINES AINAGE MANHOLE - SIDEWALK II I�� =RAILROAD TRACKS - TANGENT BEARING —__— =RIGHT-OF-WAY LINES - TOWNSHIP 49 SOUTH _____ =SECTION LINES - TELEPHONE - OVERHEAD TRAFFIC SIGNAL LINES o00000 =STONE WALL UNES - TOPOF BANK ros =TOP OF BANK LINES - TE OF SLOPE 0 - TELEPHONE RISER ,ce =TOE OF SLOPE LINES - TRANSFORMER �LJaLA_AJ� =TREE LINES - TRAFFIC SIGNAL BOX - TRAFFIC SIGNAL SUPPORT POLE mAv — =TRAVERSE LINES - UNDERGROUND CABLE TV LINES — wx — =UNKNOWN BURIED LINES - TYPICAL �� = VINYL FENCE - UTILITY EASEMENT - UNKNOWN o fl =WOOD FENCE - UNDERGROUND TELEPHONE LINES =WETLAND LINE - WITH - UNDERGROUND WATER LINE re — =ORANGE PAINT LINE - WOOD LIGHT POLE � — =GREEN PAINT LINE - WATER METER RR =RED PAINT UNE - WORK PROGRAM - WOOD POST FENCE — ,,w =WHITE PAINT UNE - WOOD POWER POLE — rr — =PURPLE PAINT LINE - WATER VALVE e, — =BLUE PAINT UNE — » — =YELLOW PAINT LINE BOUNDARY &TOPOGRAPHIC SURVEY ALSO BEING AN (ALTA/NSPS LAND TITLE SURVEIL FaR VERTICAL CONSTRUCTION MANAGEMENT /"11■ 3709 SANTA BARBARA BLVD LYING IN SECTION 32-TOWNSHIP 49 SOUTH -RANGE 26 EAST COLL/ER COUNTY, FLOR/DA Legal DeSCr/ptlOn: (COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE, COMMITMENT FILE N0. 1002-232988-RTT, EFFECTIVE DATE 8/15/17) The land referred to herein below is situated in the County of Collier, State of Florida, and is described as follows: PARCEL 1: 'Outparcel E" A portion of Tract F, Berkshire Lakes Unit One, as recorded in Plat Book 14, Page 118, in the Public Records of Collier County, Florida being further described as follows: 166:47 Commencing at the Southeast Corner of Section 32, Township 49 South, Range 26 East; thence along the South line of the Southeast Quarter of Sectio 32, North 89 Degrees 35 Minutes 47 Seconds West, 100 feet; thence North 0 Degrees 7 Minutes 1 Second West, 75 feet; thence North 0 Degrees 7 Minutes 1 Secon West along the West right of way line of Santo Barbara Boulevard 427.73 feet to the Point of Beginning; thence South 89 Degrees 52 Minutes 59 Seconds West, to the point of a curve concave to the Northeast having. a radius of 10 feet, a central angle of 90 Degrees 0 Minutes 0 Seconds a chord of 14.14 feet and a chord bearing of North 45 Degrees 7 Minutes 1 Second West along the arc of said curve 15.71 feet to the point of tangency, thence North 0 Degrees 7 Minutes 1 Second West, 220.73 feet to the point of a curve concave to the Southeast, having a radius of 40 feet, a central angle of 113 Degrees 40 Minutes 39 Seconds, a chord of feet and a chord bearing of North egrees 43 Minutes 19 Seconds East; thence along the arc ofsaid curve 79.36 feet to the point of tangency; thence South Deg es 26 Minutes 22 Seconds East, . 4 feet; thence North 89 Degrees 52 Minutes 59 Seconds East, 58 feet; thenceSouth 0 Degrees 7 Minutes 1 Second Eas along id West right of way 240 feet to the Poln Beginning. 66.97 56 - 66 PARCEL 2: "Out arcel E 1" P A portion of Tract F"of Berkshire Lakes Unit 1", according to the Plat thereof as recorded in Plat Book 14, Page 118, in the Public Records of Collier County, Florida, referenced as Outparcel °E"in Official Records Book 1580, Page 501 also of Public Records of Collier County, Florida, being further described as follows: Commencing at the Southeast Corner of Section 32, Township 49 South, Range 26 East; thence along the South line of the Southeast Quarter of said Section 32, North 89 Degrees35 Minutes 47 Seconds West for a distance of 100 feet; thence North 0 Degrees 7 Minutes 1 Second West along the West rightof-way line of Santa Barbara Boulevard for a distance of 427,43 feet; thence South 69 Degrees 52 Minutes 59 Seconds West for a distance of 166.47 feet to the Point of Beginning; thence continue South 89 Degrees 52 Minutes 59 Seconds West for a distance of 100 feet to the point of curvature of a circular curve concave to the Northeast having o radius of 10 feet and a central angle of 90 Degrees 0 Minutes 0 Seconds; thence along the arc of said curve for an arc distance of 15.71 feet to the point of tangency, thence North 0 Degrees 7 Minutes 1 Second West for a distance of 250 feet to the point of curvature of a. circular curve concave to the Southeast,. having a radius of 40 feet and a central angle of 90 Degrees 0 Minutes 0 Seconds; thence along. the arc of said curve for an arc distance of 62.83 feet. to the point of tangency, thence North 89 Degrees 52 Minutes 59 Seconds East 39.54 feet to the point of curvature of a circular curve concave to the South having a radius of 10 feat and a central angle of 23 Degrees 40 Minutes 39 Seconds; thence along the arc of said curve for an arc distance of 4.13 feet to the point of tangency, thence South 66 Degrees 26 Minutes 22 Seconds East for a distance of 79.17 feet to the point of cusp of a circular curve concave to the Southeast, having a radius of 40 feet and a central angle of 113 Degrees 40 Minutes 39 Seconds; thence Westerly along the arc of sold curve for an arc distance of 79.36 feet to the point of tangency, thence South 0 Degrees 7 Minutes 1 Second East for a distance of 220.73 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10 feet and an central angle of 90 Degrees 0 Minutes 0 Seconds; thence along the arc of sold curve for an arc distance of 15.71 feet to the Point of Beginning. SURVEYORS DESCRIPTIONr ., .,a,'. ..v..... . ....-. Survey Notes: NaT .a SCALE 1, COPIES OF THIS SURVEY ARE NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED .SURVEYOR AND MAPPER. 2> "ADDITIbNS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES." 3, THE SITE BENCHMARKS FOR THIS TOPOGRAPHIC SURVEY ARE DISPLAYED ON THE RESPECTIVE SURVEY FILE. THESE BENCHMARKS ARE BASED ON A CLOSED VERTICAL CONTROL LOOP HAVING AN ACTUAL ERROR OF CLOSURE OF 0.023' WHICH MEETS THE ALLOWABLE CLOSURE OF 0.073'. THIS FIELDWORK WAS PERFORMED USING A TOPCON GPS RIPER PRO AND REFERENCES THE FOLLOWING PUBLISHED BENCHMARKS AS ESTABLISHED BY THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAND '88) ANDSAID ELEVATIONS ARE BASED ON VERTICAL CONTROL BENCHMARKS SUPPLIED BY NGS DATA SHEETS PUBLISHED AT WWW.LABINS.ORG AS FOLLOWS: a) DESIGNATION �75 G 32, PID #AH1881, SURVEY DISK SET IN BRIDGE, 'STATION IS LOCATED APPROXIMATELY 5.5 MILES (8.9 KM) NORTHEAST OF, IS LOCATED IN TOP OF EAST BRIDGERAIL OF SANTA BARBARA BLVD OVERPASS BRIDGE OVER INTERSTATE HIGHWAY 75 AT SOUTH END OF BRIDGE. TO REACH STATION FROM INTERSECTION OF COUNTY ROAD 846 AND INTERSTATE HIGHWAY 75, PROCEED 6:45 MILES (10.38 KM) SOUTH ALONG INTERSTATE HIGHWAY 75 TO STATION. STATION IS 10.4 FEET (3.2 M) NORTH OF SOUTH END OF BRIDGERAIL, 1.0 FOOT (0.3 M) SOUTH OF JOINT IN BRIDGERAIL, 24.0 FEET (7.3 M) EAST OF CENTERLINE OF SANTA BARBARA BOULEVARD NORTHBOUND LANE. (NAND '88) ELEVATION = 37.67 SITE BENCHMARKS ARE AS SHOWN ON SHEET 2 OF 2 4. THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 THROUGH � OF 2. Q 5. THE LAST DAY FIELD WORK WAS PERFORMED WAS 8/9/17. SITE WAS RE -VISITED OCTOBER 3, 2018; ALL BOUNDARY CORNERS WERE RECOVERED OR SET AS NOTED HEREON. 6. THE "LEGAL DESCRIPTION" HEREON IS IN ACCORD WITH THE COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE, COMMITMENT FILE NO. 1002-232988-RTT, EFFECTIVE DATE B/15/17, AND WAS PROVIDED BY THE CLIENT. 7. BEARINGS SHOWN HEREON ARE RELATIVE TO WEST RIGHT-OF-WAY LINE OF SANTA BARBARA BOULEVARD PER BERKSHIRE LAKES UNIT ONE AS RECORDED IN PLAT BOOK 14, PAGES 118 THROUGH 120 INCLUSIVE OF THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA, AS BEING NORTH 00'0T01" WEST. 8. HAVING CONSULTED THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP (FIRM) COMMUNITY PANEL N0. 120067-0413-H, AND N0. 120067-0411-H COLLIER COUNTY, REVISED DATE MAY 16, 2012, THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X, WHICH ARE AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN AND LIES IN ZONE AE, WHICH ARE OTHER FLOOD AREAS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTEOTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD, AND ALSO LIES IN ZONE AH, WHICH ARE SPECIAL FLOOD HAZARD AREAS SUBJECT TO INUNDATION BY THE 1% ANNUAL CHANCE FLOOD WITH BASE FLOOD ELEVATIONS DEPICTED AS 10 FEET (NAND '88) THIS DETERMINATION WAS BASED ON A GRAPHIC INTERPOLATION OF SAID MAP AND NOT ON A portion of Tract 'F"of 'Berkshire Lakes Unit 1"according o the Plat thereof as recorded in Plat Book 14, Page 118, in the Public Records of Collier County, Florida, S89'S2'S9"W ACTUAL FIELD MEASUREMENTS. Collier Cou t Florida bein further descrlb d as ollows: Out arcel 'E'in Official Records Book t580 P e 501 also of the Public Re ords of n e f referenced as 9 P 9 Y 9. THE APPARENT USE OF 1HE LAND, AS CLASSIFIED BY THE STANDARDS OF PRACTICE SET FORTH IN RULE Commence at the. Southeast Corner of Section 32, Township 49 South, Range 26 East; thence coincident with the South Boundary of the Southeast Quarter of s ' CHAPTER 5J-17 OF THE FLORIDA ADMINISTRATIVE CODE, PURSUANT TO FS 472.027, ESTABLISHES THAT THE Section 32, North 89 Degrees 35 Minutes 47 Seconds West a distance 100 feet; then departing South Boundary, North 0 Degrees 7 Minutes 1 Second West distance of MINIMUM RELATIVE ACCURACY FOR THIS TYPE OF BOUNDARY SURVEY MEET THE HORIZONTAL CONTROL 75 feet to a point coincident with the West Right -of -Way Bo ndary of Santa Barber Boulevard; thence coincident with said West Right -of -Way Boundory, rth 0 Degrees ACCURACY OF 1'/10,000 FEET FOR A HIGH RISK SURVEY. THE MEASUREMENTS AND CALCULATIONS OF THE 7 Minutes i Second West a distance of 427.43 feet to the P 'nt of Beginning; then a departing said West Right -of -Way Boundary, South CLOSED GEOMETRIC FIGURES WERE FOUND TO MEET THIS ACCURACY REQUIREMENT. THE EQUIPMENT USED TO �Sesends- West a distance of 266.47 feet to a point coincident with a curve concav to the Northeast, said curve having a radius of 10 feet, o delta angle of 90 Degrees 0 VERIFY THE HORIZONTAL CONTROL ON THE SUBJECT SURVEY WAS A TOPCON GPS HIPER PRO. Minutes 42 Seconds and being subtended by a chord bearing N rth West for a distance of 14.14 feet; thence coincident with the arc 10. 'HORIZONTAL WELL -IDENTIFIED FEATURES IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED a dista ce of 250 feet• to a oint coincident wt a cur a co cave to the N44'S2'S4"E Ista ce of 5.71 feet thence Nor h West n f h v n ofsi urvead n 1 t ad c P IZONTAL POSITO L ACCURACY OF 0.05 F THE EQUIPMENT USED TO LOCATE THE FEATURES WAS A Southeast, sold curve having o radius of 40 feet, a delta angle of 89 Degrees 59 Minutes 50 Seconds and being subtended by a chord bearing North d4-Deg HOR I NA A (T). dMine4es-39-&eeendsEast for a distance of 56.57 feet; thence coincident with the arc of said curve a distance of 62.83 feet; thence North � LEICA SCANSTATION P30 & TOPCON GPS RIPER PRO. �eseads East a distance of 39.54 feet to a point coincident with a curve concave to the South, said curve having a radius of 10 feet, a delta angle of 23 Degrees 39 N89'52'59" 11. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO Minutes 47 Seconds and being subtended by a chord bearing South �8-BegReee-4.3-M' East for a distance of 4.10 feet; thence coincident with the arc of INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED said curve o distance of 4.13 feet; thence South �6--Begr-ees-§2--Mi East a distance of 147.32 feet; thence North 2^r---�?e=-r=6-Mingle nda- TO THIS SURVEYOR EXCEPT AS NOTED BELOW: East a distance of 58 feet to a point coincident with the aforementioned West Right -of -Way Boundary of Santa Barbara Boulevard; thence coincident with said COLLIER'. COUNTY PROPERTY APPRAISER INFORMATION DISPLAYED HEREON AS PARCEL# IS PER THE COLLIER West Right -of -Way Boundary, South ^------ �' "'-••'-- nds Ea a distance of 240 feet to a fcir Ib 3969 to the Point of Beginning. N89'S2'S9"E COUNTY PROPERTY APPRAISER'S WEBSITE (WWW.COLLIERAPPRAISER.COM/) AS OF SEPTEMBER 6, 2Q17. Symbol Legend: S6s'2s'21"E S78'1T07"E 12. UNLESS' OTHERWISE NOTED, ALL RECORD INFORMATION SHOWN HEREON IS BASED ON INFORMATION CONTAINED S00'OTOi"E IN THE COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE, COMMITMENT FILE N0. NOT TO SCALE 1002-232988-RTT, EFFECTIVE DATE 8/15/17, AND WAS PROVIDED BY THE CLIENT. ARV � -AIR RELEASE VALVE � -LIGHT POLE (TRIPLE) -BORING HOLE LOCATION � -LIGHT POLE (QUAD) ,! -BRICK PAVERS � -MAILBOX - CABLE N RISER r°w - MONITOR WELLS p -CENTRAL ANGLE � -NAIL &DISC (AS NOTED} CR -CLEAN O OUT -PARKING SPACES (2) -CONCRETE Pz❑ ® -PULL BOX (AS NOTED) - CONCRETE LIGHT POLE � -CONCRETE LIGHT POLE (DUAL) 0 -REVISION NUMBER (3) -CONCRETE LIGHT POLE (TRIPLE) m -RECLAIMED WATER METER D4 -RECLAIMED WATER VALVE -CONCRETE LIGHT POLE (QUAD) ® - ROOF DRAIN � -CONCRETE MITERED ENDSECTION (� _SANITARY SEWER MANHOLE -CONCRETE PAVERS � _SANITARY SEWER VALVE CONCRETE RIP RAP � - SCHEDULE B ITEM NUMBER (8) -CONCRETE UTILITY POLE x x -SECTION CORNER ai - GOUNTY ROAD SYMBOL x x � - 4" X 4" CM LB #7143 -CROSSWALK SIGNAL POLE DETECTABLE WARNING AREA O - 5/8" IR&C LB #7143 DUAL SUPPORT SIGN v - SIGN �E ELECTRICAL MANHOLE � -SITE BENCH MARK m -ELECTRIC METER � -STORM SEWER MANHOLE E0 -ELECTRICAL JUNCTION BOX � - STRIPING (DIRECTIONAL) EO m -ELECTRIC OUTLET r 0 -TELEPHONE CABLE RISER E � -ELECTRIC RISER OT -TELEPHONE MANHOLE ur° -FIBER OPTIC MARKER � -TELEPHONE JUNCTION BOX -FIRE HYDRANT � -TEST HOLE -FLOOD UGHT m - TRAFFIC SIGNAL BOX -FOUND CONCRETE MONUMENT (AS NOTED) ® -TRAFFIC SIGNAL SUPPORT POLE Q -FOUND IRON PIPE (AS NOTED} OU -UNKNOWN MANHOLE -FOUND IRON REBAR (AS NOTED} � -UNKNOWN UTILITY MARKER � - UNKNOWN RISER -FOUND/SET NAIL (AS NOTF�) u� -UNKNOWN VALVE ® -GARBAGE CAN P -UTILITY FLAG (AS NOTED) oA -GAS MARKER cv '�^ - VENT (AS NOTED) � -GAS VALVE wM -GOPHER TORTOISE HOLE IZ - WATER METER � - WATER SERVICE ❑� -GRATE INLET ' ' -GRAVEL/DIRT Y` OO -WATER SPIGOT ' ps -WATER SPRINKLER ©� -GREASE TRAP MANHOLE � _ WATER VALVE -GROUND LIGHT OO -WELL � -GUY ANCHOR � -WETLAND FLAG (1'j, -HANDICAP PARKING SPACE � -WOOD UTILITY POLE °s -INTERSTATE SYMBOL "�° -WATER LINE MARKER -IRRIGATION CONTROL VALVE -WIRE HEIGHTS (SEE CHART) y`� -LIGHT POLE � -LIGHT POLE (DUAL) 13. NO UNDERGROUND UTILITIES, FOUNDATIONS OR IMPROVEMENTS, IF ANY, HAVE BEEN LOCATED EXCEPT AS SHOWN. 14. THIS SURVEY DOES NOT IDENTIFY THE LIMITS OR EXTENT OF POTENTIAL JURISDICTIONAL WETLAND BOUNDARIES. 15. FENCES''. AND WALLS EXISTING ON, OVER OR ADJACENT TO SUBJECT PROPERTY, ARE DISPLAYED HEREON; OWNERSHIP WHETHER SINGULAR OR JOINT WAS NOT DETERMINED BY THIS SURVEY. 16. VERTICAL FEATURE ACCURACY: "ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITIONAL ACCURACY OF 0:05 (FT)." 17, DIMENSIONS ARE SHOWN RELATIVE TO UNITED STATES STANDARD FEET AND DECIMALS THEREOF, UNLESS THE OBJECT SHOWN IS COMMONLY IDENTIFIED IN INCHES, I.E. TREE DIAMETER, PIPE DIAMETER, ETC. TREES I T ARE COMMON NAMES AND MEA URED AND LABELED AS DIAMETER AT BREAST HEIGHT IN INCHES. DEP C ED S 18. CERTAIN INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR AS NOTED OR DISPLAYED HEREON. 19. THE UNDERGROUND UTILITIES DEPICTED BY PIPE LINETYPES ARE APPROXIMATE IN NATURE BASED UPON AN INSPECTION OF THE MANHOLE, GRATE, ETC. OF EACH FACILITY. EXISTING PIPES WERE NOT CAMPED OR REMOTELY VIEWED FOR DIRECTION, OBSTRUCTIONS OR CONNECTIVITY.. GA DESCRI TION PER THE COMMITMENT 20: THERE APPEAR TO BE MULTIPLE DIFFERENCES IN THE PROVIDED LE L P FOR TITLE INSURANCE, WITH THE LEGAL DESCRIPTION OF "OUTPARCEL E" THERE ARE ALSO VARIOUS ROTATED BEARINGS IN THE PROVIDED "SURVEYOR'S DESCRIPTION"(PREPARED BY OTHERS), THAT DO NOT REFLECT THE PLAT OR DEED BEARINGS PROVIDED BY COLLIER COUNTY PUBLIC RECORDS. CALCULATED BEARINGS AND DISTANCES ARE SHOWN IN BOXES FOR MATHEMATICAL CLOSURE. Reference Material 1) "BERKSHIRE LAKES UNIT 1", ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 14, PAGE 118, IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA: 2) SPECIAL WARRANTY DEED RECORDED IN OFFICIAL RECORDS BOOK 4678, PAGE 78Q IN THE PUBLIC RECORDS OF COLLIER COUNTY, FLORIDA. Parking Table STANDARD SPACES = N/A ACCESSIBLE HANDICAP SPACES = N/A TOTAL SPACES = N/A ALL PAINTED STRIPING FOR SPACES ON SITE ARE FADED NOTE: THIS SURVEY IS NOT VALID MATHOUT SHEE75 1 THROUGH 2,� 2 Eng. =ENGINEERING L.B. =LICENSED BUSINESS C.O.A.=CER77FICATE OFAl1THORIZAILON A>cX.=ABCHIIECI'IIItA[. Lm,AscP.=LANDSCAPE N/A=NOTAPPLICABLE Lic =LICENSED u" .nnraaurx vn "unrrnrcrrw a�-rnvvarr_rrr Index of Sheets 1 ALTA/NSPS LAND TITLE SURVEY (COVER SHEET) 2 ALTA/NSPS LAND TITLE SURVEY (BOUNDARY &TOPOGRAPHIC SURVEY) Surveyor's Certification: Certified to: 7-ELEVEN, INC., A TEXAS CORPORATION FIRST AMERICAN TITLE INSURANCE COMPANY VERTICAL CONSTRUCTION MANAGEMENT This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, jointly established and adopted by ALTA and NSPS, and includes Items 1-5, 6(b)(not provided), 8, 9(striping faded, not identifiable), 11 (no marking or plans provided), 13 and 14, 16(none observed), 17(none observed), 18(none observed), 19(none provided), 21(blank) of Table A thereof. The field work was completed on August 9, 2017. The site was re -visited October 3, �20t8. - Also _ - I hereby certify that the attached "ALTA/NSPS L¢11d'`�Ae� 3�rvey" -cf the hereon -described property is true and correct to the best of my If�netylevy'�, information and belief as surveyed in the field on August 9, 2017 and re-visited-Octobr. 3, 20i.8,:_I further certify that this "Boundary & Topographic Survey" meets the standurds of practice set forth in Rule Chapter 5J-17 of the Florida Administrative Cod uc»ua �f't�o cF--S��J�72.027. For the Firm By. _________ � ____—____— Paul J. Katrek Professional Surveyor and Mapper Florida Registration No. 6233 vvww.cphcorp.com A Fu// Service A & E Firm Architects Engineers Landscape Architects M/E/P Planners Structure) Surveyors Traffic /Transportation Development Coordination Offices in: • Florida • Puerto Rico • Connecticut • Maryland • Texas Z U.I , y a I�) "Q 3 .o a V � a 3 �` � � tp d 4 tL G C=1 Q al°�°I W y C O O .� •m M 0 O ti o; m Q o 0 N z O> N V' a0 U Q I Survey Prepared By: CPR, Inc. 500 West Fulton St. Sanford, F1. 32771 Ph: 40T.322.6841 Licenses: Eng. C.OA. No. 3275 Survey L.B. No. 7143 Arch. Llc. No. AA2600926 Lndscp. Llc. No. LC0000296 W 2 h a w J Q �`► O O_WO 0� J �Q y a Q Z Z`a 11Vn Q W r� � l_ H W N � W J 2 �O �� Q yZ v� Q a� Q 3 W y �„ � O V M � O ti w $rleet NO. 1 O� Paul, CPH SURVEY FULLSIZE.et6 CURVE TABLE CURVE DELTA LENGTH RADIUS CHORD CHORD BEARING C1 90'00'42" 15.7Y 10.00' 14.14' S 45'06'37" E C2 89'59'50" 62.83' 40.00' 56.57' S 44'52'54" W C3 23'39'47" 4.13' 10.00' 4.10' N 78'17'07" W C4 90'00'00" 15.71' 10.00' 14.14' S 45'07'01" E C5 113'40'39" 79.36' 40.00' 66.97' S 56'43'19" W PC 1 � I �O FND CM 4"X4" W/ ILLEGIBLE ID � www.cphcorp.com ti � p^ A Fu// Service N c °n , �° & E Firm "- Q ^ry ^^ ^� ° �. I : . ;' : �* �k ,°�� ,� 0 0 VI W Architects d { ,�O ,�O ,O� O x �O D. O. " OL- �t3 x=-�"�-t x �, ,;: � ti`' �° o A Engineers V " - `>.-- � - _ - �� x{� �-� SITE BENCHMARK # � ' z (q n SITE BENCHMARK #t .� x1 o� � � c1 Landscape Architects k ° xo- o TOP OF PK NAIL &DISK Ok °� � 9 °1' OQ xTOP OF PK NAIL &DISK x 00 x�' x° WITH "BM" LB jj7143 I � O7 k M / E / P ;�'� x'`O ..... ;r'x°' --- _ `��,`\'�'`�y0' .-_ ...-.... . x•.a x^ °1 WITH "BM" LB /7143 x0' FND PK N & D $ � ,�y ELEV = 12.47 (NAND '88) ' N O Q. "'x'�� _ _ O (REC 10/3/1e)NAVD '68) LByP3870 3Q,��_ ' my ry° Planners ��,� � REC 10 3 16 ,0 27 ti Structural L o'` O �`a�,� �*Snt °^ O� / 0 00 f0\ °o FND PK N & D o O; L__. O° o� / x0 (y' O x Surveyors 00 --.._. .y - 9 :.-._...� f� wx'�� x0 -_ _/, ...... 90 -.---..-..... x°� ._. x^ _.__..... PCP' �_-.. X u ----. x^ ----. --_-x^ ---_. 1 O� _� k 0 x .._� x t<e.,� (T42 BOC X ---\ LBO 3870 p / x'` '.° �' t \ ,D,a, eoc ,� ��\� � 'I Traffic/Transportation � c. 9 95 EOP 1C.01 BBppC (REC 10/3/18) C3 FND PK N & D _;( / O J t \10 .92 EOP "`�aa��Y .-�,. 10.40 BOC 10.42 BOC 10.47 El]P ` �� W/ LBO 7430)) / -- � pARCEL $23945007048 by / � S 69 53`21" E ,�9 44.9 � n Development Coordination � � �•x�, :.; x UTILITY EASEMENT "C" � � � 10.47�� 0 _ O 10-42�BOP � �03-EDF -�' �UTIL TY EASEM�N "C" - / - XOxO O � ER� SE NAPLES, F�L 34104C xxo jX x X,yO � � FNW/P�� 9 xx� �� N v 9 �_ /� ,_, x - A D ES OffICeS 1 1 --- a ° / oRB 5041; PL.E86 / 1 � o`b Iw .Flonda • 10.42 BOC 89 rJ 59 E 89. PER ORB 1648, PG 1592 -.. 0 xti o�' „ "` .�0� PER ORB 1648, PG 1502 00 -O C,. J X�` 9.95 EOF 10 x ORB 1758, PG 536 ,�0� ORB 1758, PG 536 / ii2AC F o _, / x� � x^ x6 ti •Puerto Rlco 9.® BOC x O' '` 7264 BOC 12.78 BOC O xti M 10.43 BOC x \ BERKSHIRE LAKB�UNIT 1 10. BOC '.38 EOP (APPRO%IMATE SIZE & 1 (APOSITION SHOWN & / C\ T ��"" 4.ti-... � 72.70 EOP 12.22 EOP x '�0' 9.94 OP 10 10.30 ON SHOWN) 99 OP 5, ° ° ) PB 14, PGS 118-120"---.,� p --.� 125i BOC x • 1 43 BOC p� n Y °� \ -.-, ^ � 12.39 BOC Connecticut � ez EeP � - - � � ��- - - - --1, x `'�.---._--_.-_ 11.sD FOP / 9. 2 EOP x 1 O. 10 42 BOC 10.35 BOC \ �.,.° 7.88 ECP (�� 1 9.92 EOP 9.88 EOP \ OO / 1236 BOG Maryland 6`b � / x9' 10.38 BOC x^r-r 7D 46 BOC .;- p \-, / xx0 1 9.88 EOP G 998 EOP - '- `� • v O y..,.r . / x°j 10.4 'BO i 10.34 BOC , . ,•,..,w.. .. v� 10.45 BOC v� `,,.`1.. TOP E EVT 10.42 ,p s�70 I 10.37 `9��.90C EOP o ,y i-4.,,,_�..` x�.'" _"" ^ • T / 9.86 EOP , ',(f 10 43 BOC 10.01 EDP 10 31 BOC `.. TOP OF WATER=7.19 x � j � 9.90 EdP FND PK N & D `"� x^� ]�' PI l 10.38 BOC 9 94 EDP' 4 = + 9.88 EOP ,'' 9.96 EOP "� 9 J W ILLEGIBLE ID I �`-' exas ( .r' :��\ " 10.43 BOC 9.78 EOP BOT ELEV=5.9B 8. / � W 10.43 BOC 'C 10.40-HOC 9.88 BOC J v, l vo- 0n a> 1033 DOC 9.8� EOP 1038 EOP 10.00 EOP 1036 BOC 10.51 BOC � 12.32 BOC q,' x`v' ) 1256 EOF' 7 m 7Q40 BOC O ME 13.78 BO 9.94 EDP / { 'x. p, 9 86 Ei�'- // � ,C 9.88 EOP 9.9C EOP J 10.06 EOP 'L 11.73 OP xx x ..,� /// � -' O 10.26 BO � OVERHANG \/�� o-� b1 a �O �/` 11 `4N• SO 0 0 6 � 1 9.80 EOP � ° x� °, X/ � x`L- x0 " 1 O60 ��,, `\-'° o�� x�'� x�' ` xc'' 9^ x°j- x°'� x�' 10.54 BOC x \ x BERKSkfN2E FOR SALE SI(�!!X4{4 x I x r�. '"\ x /�- 10.39 BOC x 0 � COMM NS SIGN , r � 10.11 EOP 10.93 BOC O` i ?' 9.88 EOP x0' x O x 1�x��.�r �.' �� `%% FND PK N &�D 10.14 BOC " x rp \ 10.47 BOC 10.49 EOP � 12.38 BOP \ \,\jlVi, � / W NO ID� Fj 9.75 0 r� x 10.05 EOP I 1299 BOC / \\\ 9.68 EOP C h 11.18 B C d ,i (REC 10/3/18) 0 10.71 EO ,x r a 258 OP j' STMH d� 10. EO k `ti / 7 / � �� /' },'.�� BOT ELEV-5.15 9 63 OP ^O 0 11` � x \ O 1 x 10... BO �� 'V ♦ x^ � ..�� 38\ OP �' t�p�� ,. I 1244 B TOP OF WATER ELEV=6.21 e ., /,/ �� - x i � � I 2 � �os� BOP --.- h `� lios F i. -00�'�'77- � oc F 11 so Boc x .^' `� �. 0 x �00- x `O ST �. 1 10.74 EOP 0 x:0. 0 BOC � 1205 BOC 1 , a r � O _.! 6 1 O � x 11. BOC \ 1 11.16 B ^ % 11.12 EOP .. '1 1 \ � � 0 r h O O O- O, i_ 8 71.02 EOP 71.59 BOC 1L59 EOP 11.90 FLO N i r1,`.16'�1244 BO 1,kk O 6 STRIPING IN THIS AREA IS T00 FADED TO DEPI x0� / \\ x \ i x°j 11 x 10.36 BO x .93 EOP 0 9- \. % k°j� � x - � '�� X" 11.01 BOC x^ � ') 10 BS E P :� � ° � ) � k 11 96 FL pl x^ 1248 80C DEED &TITLE COMMITMENT DETAIL DEVONSH/RE BL VD (PER BERKSHIRE LAKES UNIT J/1 PB 14, 118-120) N 89'52'59J=E_ 295.53' � � e = so•oo'oo" 1 N R 25.00' C 35.36' i L - 39.27' � CB = N 45'07'01" W �N / o _ � 'O N 89'S2'59" E ' I / 1i6.08' m 1°=150' S 89'S3'21" E 44.98' I� W / J O o_ S ��. III � N 89'S2'S9' E 382.1T 21 g58" E � Q / �W� r Y O 70.36'(D) � W� � I pmra OUTPARCEL •E_1• 9 W � yy ''. OUTPARCEL "E" 0_ �I L®A SUB IECT PARCEL � TRACT "F" ® POB � m O a Q 3 � PB 14, 30.00'(P) � � PGS 118-120 3 N 89'S2'59" E '1 Q 40 H PHASE 1 PHASE 2 166.47 _ m � �� A - 90'00'00" z Q � Z R = 10.00' o- o N L= 15.71' N O Z o 0 � c00 OUTPARCEL "D" � ON j 0 = 90'00 00' v g „ � //Q�� z v/ = 10.00' F L 15.71' � m 176.47' m ( N 89'S2'S9" E � S 89'52'S9" W � � N 00' 7'01" W 307.39' � o � 82.73' m OUTPARCEL "A" OUTPARCEL "B" r.�i m WTPARCEL "C" w � N 0714'S9" W 40.27' 0 = 31°11'58'" ¢ w \� � ¢ N 0007'Ot" W R= 40.00' 3 Q _ _ _ _19.86' L = 21.78' / m N 89'35'47" W N 89'35'47" W 1159.33' 483.10' � ¢ ~ S BNDY OF THE SE 1/4 OF _ _ _ SEC_32, T49, R26E ( (D) RADIO ROAD (C-586) N o0•07•01" w N 8935'47" W (PER BERKSHIRE LAKES UNIT #1 75.00' (P) 100.00' (P) PO`' PB 14, 118-120) SE COR OF SEC 32, T49S, R26E (D) NOTE: rNls suRveY Is Nor vAuo wltNour sHl�s L �HRotx�l 2 of 2 TTILE BLOCKABBREVIATIONS Eng.=ENGINEERING L.B.=LICENSED BUSINESS C.OA.=CERTTFICATE OFAII'IIfOAIZATION Arch=ARCHITECT(fRAL LandscP.=LANDSCAPE N/A=NOT APPLICABLE Lic =LICENSED Nn. = NUMBEA P.O. =POST OFFICE m =COPYRIGHT ^�1 x°' ' FGI TOP ELEV=9.37 .- TOP OF WAT8R=7.27 "\ BOT ELEV=S28 /�!✓ i `.. j ` b / b x°j / Off° Dry x x0. FGI ` TOP ELEV=9.35 TOP OF SYATER= BOT ELEV-5.04 k0 h0 x0. x0. 6" h0 0x x°j yam/ /A °�' O� 10.64'.EOP � 9.98 EOP O � 1 � 12.09 EO 1 � z1 EGP .. N 89 52 9 5�, 1zo4 FL 0{ / TRENCH DRAIN / �. �.� x '- - ` t �- (? 1270 EOP j >`c � �' 10.72 BOC xx MEr�AL GUARDRAIL xx x \ C, x FND � N & D %' x � I 0 x FND PK N & D {L' x W/ L 3B7 9� 1255 BOC j t0.10 BOC x (ST) ,x0� 10.28 EOP W LB 3870 \\ ,1 9.61 EOP 11.02' BOC / � S STAt10N' -12- - � x ��\ 1(REC 0/ 18) ! 1207 FL 11.08 BOC � (REC 10/3/18) �' t ' 10.63 EOP 70.65 EOP 11.06 BOC - _ 5� INFO SIGN 06 k't � 1222 EOP . 10.24 BOC \ 1082 BOC 10.60 EOP 1t28 BOC _17_ x ^ 1 Q 9.85 EOP O 1039 EOP 10.83 EOP �^ x x^ }, p 12.30 BOP 0 r \ F 1L23 BOC 11.32 BOC .� �� Y 1221 FL x O 6 � On �" lT.lS BOC 06 10.87 E 6 10.55 BOC A l O �1 0 i 10.90 9P 10.95 BOC '> > 1 `L " O O TOP OF WATER-7.29 x -' x i0.72 EOP x x 10.51 E P x0' 10.14 EOP L a k � x TOP OF WATER-7 \ 11.26 90C, � /� O`L 1 x � _ STOP AND RIGHT ,� P .�`4 LLI � x x � _ TOP ELEV-9. � � TURN ONFY SI 6 x° x 1257 BOC � x FGI 10.82 EOPr X .� 1 1'`1'I. {L m TOP ELEV-9.39 _ {n' __ �. _._. .� �O r;b,. O� xx \ x �k x ', 1227 FL � ♦Y - 34 -- FGI -\- -- 9 - h v � � ^ti 12.35 EOP W BOT ELEV=4.58 31 � TOP ELEV=9.32 ^O. � - 96fi BO � �^� e x2 ry0kx 7 I► BOT ELEV-4.G2 TOP OF WATER=7.29 r�OLLARD (T1P) P.18 EOP / x�,0' O°� � x PB% 12J6 BOC Q BOT ELE -4.67 \11 I ,� GAS PUMP FGI � \ � � 12.29 FL Q ' I 1 TOP ELEV=9.06 9.68 BOC xx ti 1.. 1240 EOP IL �� ' {I NW INN ELEV(15" PVC)=6.93 9.12 OP �W STR�ET LIGF#T 1 .7 FLAT GRATE INLET k5 ME AL LID I „ _I BOT ELEV=6.93 \ 0P' o O' UN BLE TO FL,®T GRATE/INLET 6' Oo °5 0ti 6 x5 1 02 BOC O � � �1 ��pp'� ' O. a 0O `#1 x 6 ,�O' O ,�O O ' x0- 6 O' 9�i EOP Oa `6 � O 'Y' - x`ti' ,1 x xO� °�' 9' 10.01 BOC N x°j� I x xx xx �° xx , '� �^ I �� - 1280 BOC x x� 9.64 EOP °� % x I x BFP I I \¢ 1247 EDP � � 9.93 BOC / � t ,28 BOC ''� ,1i1 9.50 EOP / I 9. 8 EOP { � ( COLIUMN O � � �� ; / 1 � \ ( � � m- f 9.563 EOPC �. / � b� - \ h� xO�o 1O Oq4 Onyx x^ � ^06 O°jk 4F' '`b I �`L r°x .0,20 \ ,� 0 wv 1 I I �px �O O' x x°' ♦ x ♦O ^O. x ` �' �+Y,`(d'Ij.-lid x xO x � x 9.99 B C x x � x t030 Bpp � x � 5 x � 12.97 BOC Op m 9-92. ECfP� icv I a n ;n 1250 FL r � ' FGI 9.58E P � � PO 0'9 ,� O� � I I I 12.68 EOP � � TOP ELEVe9.34 � � � i �O� .�O ,�o ,moo °j III � TOP OF WATER ELEV-7.27 'xx' Y.10 BOC BOT ELEV�4.61 9.88 OC 10.81 EOP _ x N � 9.44 OP 11.09 BOC PROPANE TANK TORAGE 11 08 ONC 11'6 COIVC '""r' � C � C 1259 BOC Q 10.65 EOP 7p g2 0 10.99 PS ,51 1 � 11 1 CONC 10.34 CON � 12.73 EOP sy � O' ( � O ., _ - ,�x 10 9 PS , 9 94 PS n � o '� ^'` x9^ / x 0�9s ' ^ 9 x9. X9 x � x x 9.97 eD 11-1s eoc s.a - " ^� , x`° 10. �- �,� � ^�' � �' � /\ . ,� x � � x � 10.07 BOC o � �/ COLU CdNC CURB' STOP ''{{�� ( x Y1 � Y Q ti � � \ -' /% 9.56 EOP 9.56 E0� 10.57 EOP 0 �1 x�ho ME>Is1u LIDS FOR � " � � � � � � � N � � � \ / 1 STORY CBS O FUEL TANKS \ \\ // , "�..." PARCEL /j23945D07048.�� Z -GTMH ° � FF ELEV=11.19 ro ,,� 17 7 CONGA t.- � ` m Y � � ap ' O TOr ELEV-10.42 w /w OWNER: BERKSHIRE EQU1T1' LLC [ p B�T ELEV=3.89 � ?/ R = 0.3' /� Ax -,�^. 1089 PS h'�� ADDRESS: NAPLES,.. FC 34104 � } � p A / 0 ` _ L = 0.5' / ,� �� - � VENT PIPES M � �'' � O x O p'.` � xx<p xxx� xtiq � HANDICAP PARKING ONLY y W O � \. ORB 5041, PG 888 =' Y 1 1025 BOC � 7 -CO' A d ///� A^ A`t� '� �'4 SIGN ON FACE OF COLUMN � � O � 3 d 9J5 EOP � � ♦" Q G G o 39.9' ��. OO O - � �� " r N � L •" 'TRACT F -. e f/ z ,� n I1 1 6 5 ^°� - 91.5' a ; � ¢ I 3 •Q �`�� 1BERKSHIRE LAKES UNFT 0 ti k 0 1 O � 1 � O x a g0 O^� o 9-- `L o0 '' a of " �\ xO0 PB 14, PGS NB-�'\ �� x0`.b t x 9 xi- x P O� 0' m� � x0 -GTMH x ^ ^ ^ ^ �^ � I '4 'S Q I U � ": N - ° x ° x 5� x ^. ^ �. ta4s Boc o� o �, ^ ! 3 � m o - ? �OP ELEV-10.28 '� x x _ 7 - 11.18 CONC 1Q07 EOP I Q> > d. �`�., / A � - ( d W I V ELEV 4" PVC -8.21 11 12 BOC � : U- Q � \ - � { xAo 1 BST ELEV 4.00 10 84 EOP 11 7 CON' 10.88 PS 10.56 EOP 13.10 BO � O � � C Y Q A / �/� \\ � O �. N \"(`�� 10 4 PS 11.15 CON C. � 1265 � I CO Q) � Q i Q � / h r o eoc 11.1s Boc �' 1D s6 Ps �� I- _ 10 0) Q � ""' � d . \ �o � � \_ ,` ;�-�. N 9.9 EOP lose EOP SUBJECT PARCEL lz6o o /yQ/y� �a y � Q U � C \\ \ 1O /` \\ / \ / � C ` CIO\ OJ ST \ PARCEL (J23945007035 � � W � � � � U Q y �,,, � � i \ / \ "x i ) OWNER. 7-ELEVEN INC \ / \ � � ADDRESS: 3701 SANTA BARBARA BL { (( 0- '>, � � r \ 1 o.2s Boc cN 10 34 B c � 1 Q o w Survey Prepared By: / / � � \ � - 9.87 EOP 9.99 EO NAPLES, FL 34104 � � ' � � N ��, i' \, \ / � _ � �` � P CPH, Inc. ,@ 'v- � � �� ;p '1./, � - °�L °9 A 00 � i � � 0"' P0°' mx ,�o� ORB 4678. PG 7 ®6 "04' �O`L w0 00 O:7 70.57 e0C h � � k xY�O-: 'L ! � .... J \.y ,o- x^ x x° x0' \ O' A \ O ^+ ' x '�� x0 ,"O xA 70.05 EOP Off' x ok � '��- i SOO West Fulton SL 0 y h X X X .� X X x ^ :� ' x / / � x �- -- -' � FGI / � - x � x�' x I N I 'Q'AA Sanford, FL 32777 T�`` ,T / ' TOP ELEV-9.34 � / � N - � I v, ' `'-- / C� \ TOP OF WATER=7.26 A PORTION OF TRACT F � V 'p' � � � Ph�Licensess84f s � BOT ELEV=5.53 BERKSHIRE LAKES UNIT 1 � 10.75 BOC � � � i 13.11 BOC ` `\` �� . ' � i St' � -.: -. -'-- PB 14, PGS 118 12G % '. � 9. EOP x^ o � , Eng. C.O.A. No. 3215 � ; STRIPING IN THIS AREA T00 FADED TO DEPICT O I 1 - � 12.84 EOP Y = � � SUBJECT PARCEL COLUMN 7 Surve L.B. No. 7143 .,.� xr 1 � o CONTAINS 74,992 SO FEET � ' , Fq Afch. LTC. NO. AA2600926 -\ ,..� } \ / - OR 1.7 ACRES _ 10.16II Boc x TO Nv ELV 5� Lndscp. LIc. No. LC0000298 s / � `��'�"' n � 10 Q 14/�16 Q / � 9 9.69 lEOP S EV� -� ° O k O�`C , � O ° OO \�o o/ � 00 .n:�x.�0 � � 19 ®®([y® OOP � AO I � �O O�� 070 �O� � '< o-° b0 1B0T RE`v� � d4 4� ' ti 'yp\ n x f�� x P O' A O� A x �A x ''�-(( x x p p- -g' x�� ✓ � X `. x X X x '� xX / 0 x �- x '' x x 1 � 1 � x 10 36 BOC xx xA ^ x 'Y '�" � � ,- 13 14 BOC k� pn0 "J x^ x° � ...._ ..----_.___ -._-- --_- - x-_ 70.93 BOC 10.95 BOC 10.42 EOP 10.89 BOC ID.42 EOP 10.80 BOC 10.37 EDP ro.2s EOP ^A. 0`ti x � x 10.80 BOC xA 10.28 EOP 10.53 BOC 10_ ` � / 1G.44 BOC On 9-96 EOP J O '01 � I 12.70 FL 1 C.09 EOP i0.04 EDP Ao� \ �-. GAS��II�PUMP (TYP) O I 12.85 EOP Z Ao ,� 31TE BENCHMARK # r9.68 Boc � I � W � F- 1-0.zD EOP 1os2 Boc 11.aB cDNc ' � V1 TOP OF PK NAIL &DISK 10.15 EOP 1 10.75 PS 0 10.96 BOC � � � W ^� 6 k A n tt14 CONC 1 1D:59 EOP 4_ I �'V O. I 'S `v o WITH "BM" LB $7143 9- O o- o- 17.13 GONG 6`ti 0 O' - O 9 1 F6' b � x ' ^o x^° h ( ) AO. xx xA TRENCH x ,�0� 11.06 CONC ^p� 10.78 P51 xx o 1a� h '�,� A '� o i , o ELEV = 10.24 NAND 8 ID.SB PS x � o� O� o� {p x x � x 10.66 PS x xA �4 xA `` x 73.06 BOC (REC 10/3/18) FGI - 10346 CONC DRAIN TRENCH `ti � x � � � 1261 FL //w� � � N `b° TOP ELEV 9 59 '' � DRAINxp1 1'S \xx I I I I � 7276 EOP v, � � ' x° TOP OF WATER 729 : t016 CONC' x°� � - 1.:Lti BOC :cv � "' "' ///��y,,��`// ♦� .,,� Q SMH BOT ELEV 588 '� ' A � x 1L04 EOP � I i � `♦� �' � Z p . O 964 S � 111T CDN iA 0 �/� I I TOP ELEV=10.33 f x "O � 48.0' nA 11.00 PS A S INN ELEV(8" CLA =6.13 _ � "^ 1115K °DNG // { / x^, 1 � � � Q 10-92 BOC 10 95 BOC 1 0 59.PS I m� MASONRY BUILDING = 71 60'CON / 1211 BOC I �i 10.43 EOP 103 CONC CARWASH � � 1L73 PS / CNI Z � O � � J 7046 WP-;. f �/ /� 11.56 CONC 1172 EOP o ° l / v3 1D 3 Fs ( nso coNc / - A � n.o6 Ps ' 0 � � Q � k k ^� n 1 1ff.2 ONC k x 1 p '�� O Q � ° O � x ° �' 0 9 7 S tr 00 1 1 � ^ 11.70 !GONG � 111'88 BOC g. , �► �' xA° ,04 ','' xA � ° CO ° O. g0 .^ ^�'1 N'-f.56 EOP x :0�� ^-� 12.99 BOC V Z � t/i f� 0 150.9' ,v 'y 1t2 l�s ! t25a FL K N & D 10SC BOC 10.99 BOC -�� 0 1 2'%2' STMH ^ x : v No ID 1o9s EOP 1047 EOP � 1DBa=aoc x .07 coNc a o.71 coNc �n `ns'' � \� POB ' 1z6s FOP ro Z ¢ � � / Aryl 10 36wE0P 9 99 PS x ' 10.74 PS OP EOLEV=10.98 TOP ELEV=11.04 � b ,��.� (gT) 1 ti 11.85 BO x2 10/3/18),�. ._,_.. r"o.- ,., ,,.._ � '� � s DUMPSTER - 6ry O `L xTOP OF TOP OF WATER=9.3 � ,� 77.42 e 4 x"ry 1228 EO 2.35 BOC FND 5/8 IaPc� ! y ti O '''-'''` Pxg° / �(ST) ., 80C 1 6 PAD oh ,� "5� {YVATER=9.33 BOT EL - 45 11.82 EOP E W � J � � Q .T. fJ II 5 10.93 BOC 10 9 E x0 � ,O: _�� 11. OP / � D9P6 ( O 1'"' � �, / o �� .�'� CV O ,� .r OT ELEV=5.44 S S f e n � � P a e REC (1D0 3 1 J 10.44 EOP I o �.� �- T 1YPF o n 10 1 ti "' 124a B � � e�Ec ,.`�( � � � � � (/� Z a W o- iC1 z� h � xx 1106 BO ,�0 ` �, .�= TQI'�A E S'8952'59" W x 66.47'M1',., Iz.z4BOP � a Z, � � J O xA� 100,OD. 10 59 E0� '� - - - -11 x^ AREA A ^ xx 12.05 EO ry- � x n.oz Boc n.D1 Boc !' 10.99 eoc 89°52'S9" W 2 6. I � tio1 � �' (/�� O O � � ;052 EOP 10.50 EOP 11.02 BOC 110 BS OC 10.54 EOP / 1248 BOC x'4 �y } 'L' 11 04 BOC � 11.61 BOC 1 .82 BOC �h A A A P r (� 10.54 EOP 1059 EOP 11.2p BOC 1t/�4 BOC 7271 BOC 12.09 EOP x1 II � ` Q 10.55 EOP `.- : FND PK NAIL t1.02 BOC � 11.21 EOP 1.41 EOP �h x „1'S >F l 1289 BOC � \ � M 1L04 BOC W/ NO ID t0.54 EOP � 10.75 FOP AA 1.06 EOP 11.69 EOP 12.56 BOC O O� V 0 10.56 EOP 1(REC 10 3 18 i1.97 BDC � I � � 'x o. I I 1248 EL o- PARCEL #2394500 048 SMH t214 EOP '� � 1263 EOP a r% 7 0 1 - Z 0 / / ) 5`t' 6A ', p c°j OWNER: BERKSHIR EIX11TY LLC 'LO TOP ELEV 11.46 h� 1t52 EOP 00 1236 gOC x� O '- �: „�. � � J .�-.___.. ----. x..�_. -_ *x0.._. ._... x^,o -__ '!xA xx° __ADDRESS;_NAP , FL -34104 TO�xOF .WATER.-ELEV B.36 _. � x'`x 11 96 OP ti ..-... _.- '� `N 21 �j 0 .�_... QQ � � L J " BOT ELEV=9.35 -.._.. _ _. __- .. -. --. x�"nb T' � � Q F ORB 5041, P0�868 SMH METAL LID 12 45 6- Ary. 0 UTILITI( & � TOP ELEV=11.91 11.98 EOP I � � I RIGATIOryI �5 � O 10-91 BOC 10.91 BOC 1L16 BOC �. TRAGT F �h� TOP ELEV 17.33 � � RB 166 PG 4�6 � � W "�''""^' TOP OF WATER ELEV-9.23 (UNABLE TO � ' � 10.42 EOP 70.43 EOP 10.69 EOP BERKSHIRE LAKES UNIT 1 \ BOT ELEV-4.37 OPEN) � -- _ � M 10.87 BOC 06 PB 14, PGS 118-120 ,2^� \ k5 k q �o, O� IT? ; I, 1,. 1290 BOC W Dry 10.42 EOP o 71 10!;30C 0`t' x0 AO �� ^ ^ \ � `� i pn I d''L `' _ _ _ e N 89'S2'S9_�;'� 166.4T �' `' o �. x` �o i )$�o.. �, JS BoP x ^p� - �A^� ^ � O 10.6 "�EOP FND 5 T&C x m�1 _ _ � - ^O. I PARCEL 23945007022 1 1k '�� ' n1 ,�i '�7� � x � ° IL �E ID 0 °'� �' x - OWNER: FIF1H THIRD BANK 1 A 6 xx ''" � 10.80 BOG 10.85 BOC 10.82 BOC - � a I. x0 x O LEG 'L ,x^ x� A� xA� x �,,, X�. I 10.2E EOP ,° x i 1A. '` ADDRESS: 3775 SANTA BARBARA B'LVD FND 5/e IR&C y \.,�° 10.33 EOP 1C.33 EOP w 1: FND �/8 IR&C NAPLES FL 34104 - I'..'.,; ILLEGIBLE ID OR8 3943, PG 3446 ILLEGIBLE ID �-. 11�� Sheet No. 1 �-�� N INN EL " SMH For the Firm By. ____------------------------ TOP ELEV=10.10 FND 5/B IR&C Paul J. Katrek EV B" CLAY -4.92 ILLEGIBLE ID ( )- Professional Surveyor and Mapper W INN ELEV(8" CLAY)=4.87 Florida Registration No. 6233 �f I: \V4209\Survey\V4209\V4209�019.dw9, 10/5/2018 3: 06:52 PM, Katrek, P°ul, ��ier Caunt y COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 Pre -Application Meeting Notes Petition Type: SITE PLAN/DEVIATIONS FOR REDEVELOPMENT Date and Time: Wednesday 6/27/2018 3 : 00 PM Assigned Planner: James Sabo Engineering Manager (for PPL's and FP's): Project Information Project Name: 7-Eleven #34816 (DR) PL#; 20180001785 Property ID #: 2 3 9 4 5 0 0 7 0 3 5 Current Zoning: P UD 3701 Santa Barbara Blvd. Naples FL Project Address: City: State: Zip: Applicant: Craig Cornelison Agent Name: Phone: Agent/Firm Address s3o�39 ��lndee5xt�nc�VDesign�tync . 34104 Zephyr States, FL Zi 3542 p� Property Owner: 7-Eleven Inc %Ryan LLC Three Galleria Tower Please provide the following, if applicable: i. Total Acreage: 1 . 72 ii. Proposed # of Residential Units: iii. Proposed Commercial Square Footage: iv. For Amendments, indicate the original petition number: v. If there is an Ordinance or Resolution associated with this project, please indicate the type and number: vi. If the project is within a Plat, provide the name and AR#/PL#: Updated 4/04//2018 Page � 1 of 5 Co�er Count y COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliersov.net (239) 252-2400 Meeting Notes As of 10/16/2017 all Zoning applications have revised applications, and your associated Application is included in your notes; additionally a *new Property Ownership Disclosure Form is required for all applications. A copy of this new form is included in your pre-app Note —link is https://www.colliereov.net/Home/ShowDocument?id=75093. �n IG = 4 rN � �� /�-%�� G�� IL�� r �/, oG, p �F ,.� Lh c Disclaimer: Information provided by staff to applicant during the Pre -Application Meeting is based on the best available data at the Time of the meeting and may not fully inform the applicant of issues that could arise during the process. The Administrative Code and LDC dictates the regulations which all applications must satisfy. Any checklists provided of required data for an application may not fully outline what is needed. It is the applicant's responsibility to provide all required data. Updated 4/04//2018 Page � 2 of 5 Coder Count COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 Meeting Notes ��%aC � � P�_� uL�. - ��c� �, a �; o�S � 5, 0 5, US .�`c'%'� � �S Other required documentation for submittal (not listed on application): Disclaimer: Information provided by staff to applicant during the Pre -Application Meeting is based on the best available data at the time of the meeting and may not fully inform the applicant of issues that could arise during the process. The Administrative Code and LDC dictates the regulations which all applications must satisfy. Any checklists provided of required ,data for an application may not fully outline what is needed. It is the applicant's responsibility fo provide all required data. Updated 4/04//2018 Page � 3 of 5 Coder Count y COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 Pre -Application Meeting Sign -In Sheet PL# 20180001785 Collier County Contact Information: Name Review Discipline Phone Email ❑ David Anthony Environmental Review 252-2497 david.anthony@colliercountyfl.gov ❑ Summer Araque Environmental Review 252-6290 summer.brownaraque@colliercountyfl.gov ❑ Claudine Auclair GMD Operations and Regulatory Management 252-5887 Claudine.auclair@colliercountyfl.gov ❑ Steve Baluch Transportation Planning 252-2361 Stephen.baluch@colliercountyfl.gov Ra Bellows Zoning, Planning Manager 252-2463 raymond.bellows@colliercountyfl.gov ❑ Laurie Beard PUD Monitoring 252-5782 laurie.beard@colliercountyfl.gov ❑ Craig Brown Environmental Specialist 252-2548 craig.brown@colliercountyfl.gov ❑ Heidi Ashton Cicko Managing Asst. County Attorney 252-8773 heidi.ashton@colliercountyfl.gov I� Thomas Clarke Operations Coordinator 252-2584 thomas.Clarke@colliercountyfl.gov ❑ Kay Deselem Zoning Services 252-2586 kay.deselem@colliercountyfl.gov ❑ Dale Fey North Collier Fire 597-9227 dfey@northcollierfire.com ❑ Eric Fey, P.E. Utility Planning 252-1037 eric.fey@colliercountyfl.gov ❑ Tim Finn, AICP Zoning Division 252-4312 timothy.finn@colliercount fl.gov ❑ Sue Faulkner Comprehensive Planning 252-5715 sue.faulkner@colliercountyfl.gov ❑ Paula Fleishman Impact Fee Administration 252-2924 paula.fleishman@colliercountyfl.gov ❑ James French Growth Management Deputy Department Head 252-5717 james.french@colliercountyfl.gov ❑ Michael Gibbons Structural/Residential Plan Review 252-2426 michael.gibbons@colliercountyfl.gov ❑ Storm Gewirtz, P.E. Engineering Stormwater 252-2434 storm.gewirtz@colliercountyfl.gov ❑ NancyGundlach,AICP, PLA Zoning Division 252-2484 nancy.gundlach@colliercountyfl.gov ❑ Shar Hingson Greater Naples Fire District 774-2800 shingson@gnfire.org ❑ John Houldsworth Engineering Subdivision 252-5757 John.houldsworth@colliercountyfl.gov ❑ Jodi Hughes Transportation Pathways 252-5744 jodi.hughes@colliercountyfl.gov ❑ Alicia Humphries Right -Of -Way Permitting 252-2326 alicia.humphries@colliercountyfl.gov ❑ Marcia Kendall Comprehensive Planning 252-2387 marcia.kendall@colliercountyfl.gov ❑ John Kelly Zoning Senior Planner 252-5719 john.kelly@colliercountyfl.gov ❑ Thomas Mastroberto Greater Naples Fire 252-7348 thomas.mastroberto@colliercountyfl.gov ❑ Jack McKenna, P.E. Engineering Services 252-2911 jack.mckenna@colliercountyfl.gov ❑ Matt McLean, P.E. Development Review Director 252-8279 matthew.mclean@colliercountyfl.gov ❑ Michele Mosca, AICP Capital Project Planning 252-2466 michele.mosca@colliercountyfl.gov Updated 4/04//2018 Page � 4 of 5 �[[��r County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 ❑ Annis Moxam Addressing 252-5519 annis.moxam@colliercountyfl.gov ❑ Stefanie Nawrocki Development Review -Zoning 252-2313 stefanie.nawrocki@colliercountyfl.gov ❑ Richard Orth Stormwater Planning 252-5092 rchard.orth@colliercountyfl.gov ❑ Brandy Otero Transit 252-5859 brandy.otero@colliercountyfl.gov ❑ Brandi Pollard Utility Impact fees 252-6237 brandi.pollard@colliercountyfl.gov ❑ Todd Riggall North Collier Fire 597-9227 triggall@northcollierfire.com ❑ Daniel Roman, P.E. Engineering Utilities 252-2538 daniel.roman@colliercountyfl.gov ❑ rett Rosenblum, P.E. Development Review Principal Project Manager 252-2905 brett.rosenblum@colliercountyfl.gov James Sabo, AICP Zoning Principal Planner james.sabo@colliergo.net ❑ Michael Sawyer Transportation Planning 252-2926 michael.sawyer@colliercountyfl.gov ❑ Corby Schmidt, AICP Comprehensive Planning 252-2944 corby.schmidt@colliercountyfl.gov ❑ Chris Scott, AICP Development Review -Zoning 252-2460 chris.scott@colliercountyfl.gov Peter Shawinsky Architectural Review 252-8523 peter.shawinsky@colliercountyfl.gov ❑ Camden Smith Zoning. Division Operations 252-1042 camden.smith@colliercountyfl.gov Scott Stone Assistant County Attorney 252-5740 scott.stone@colliercountyfl.gov ❑ Mark Strain Hearing Examiner/CCPC 252-4446 mark.strain@colliercountyfl.gov Mark Templeton Landscape Review 252-2475 mark.templeton@colliercountyfl.gov ❑ Jessica Velasco Zoning Division Operations 252-2584 jessica.velasco@colliercountyfl.gov ❑ Jon Walsh, P.E. Building Review 252-2962 Jonathan.walsh@colliercountyfl.gov ❑ David Weeks, AICP Comprehensive Planning Future Land Use Consistency 252-2306 david.weeks@colliercountyfl.gov ❑ Kirsten Wilkie Environmental Review 252-5518 kirsten.wilkie@colliercountyfl.gov ❑ Christine Willoughby Development Review -Zoning 252-5748 Christine.willoughby@colliercountyfl.gov Additional Attendee Contact Information: Name Representing Phone Email i�ti's 'air C,�1 �� 11 �3y �i C�-r��an . aK-�or,a��,' �j �� > > ;"u� ' v�bt.L-.L�Sa-� /� (��ZNF,�.150„1 i^- s, � ASS �'�� CO�nc\�SQn ^Q�� 4—� Updated 4/04//2018 Page � 5 of 5 Receipt Number: Transaction Number: Date Paid: Amount Due: Payment Details: Amount Paid: Change /Overage: Contact: FEE DETAILS: Fee Description Pre -application Meeting Collier County Growth Management Division 2800 Horseshoe Drive N. Naples, FL 34104 239-252-2400 RECEIPT OF PAYMENT 2018517679 2018-056427 06/28/2018 $500.00 Payment Method Amount Paid Credit Card $500.00 $500.00 $0.00 Cornelison Engineering -Craig Cornelison 38039 Old 5th Avenue Zephyrhills, FL 33542 Reference Number Original Fee PL20180001785 $500.00 Cashier Name: RichardKoenigsknecht Batch Number: 7471 Entered By: ThomasClarke Check Number 12325269-C1093 7804 Amount GL Account Paid $500.00 131-138326-341276 Coder County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 SITE PLAN WITH DEVIATIONS FOR REDEVELOPMENT LDC Section 10.02.03 F Ch. 6 1 of the Administrative Code PROJECT NUMBER To be completed by staff PROJECT NAME DATE PROCESSED APPLICANT CONTACT INFORMATION Name of Property Owner(s): Address: City: State: ZIP: Telephone: E-Mail Address: Cell: Fax: Name of Applicant/Agent: Firm: Address• City: Telephone: Cell: E-Mail Address: State: 21P: Fax: BE AWARE THAT COLLIER COUNTY HAS LOBBYIST REGULATIONS. GUIDE YOURSELF ACCORDINGLY AND ENSURE THAT YOU ARE IN COMPLIANCE WITH THESE REGULATIONS. 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: 7/25/2017 Page 1 of 4 Coder County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliersov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 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. DEVITATION 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. Project enhancements to offset or minimize the deviations shall be clearly identified on the site plan and explanation provided. 4. Deviation Request types: Zoning Deviation Requests -Check all that may be impacted by the request. ❑ Dimensional standards (excluding height) 0 Parking ❑ Architectural ❑ Landscape /Buffers ❑ Other site features: Engineering Deviation Requests -Check all that may be impacted by the request. Q Stonnwater ❑ Pathways Transportation Planning ❑Other site features: 7/25/2017 Page 2 of 4 C��ier County =�r COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Chapter 8 of the Administrative Code requires that the applicant must remove their public hearing advertising signs) after final action is taken by the Board of County Commissioners. Based on the Board's final action on this item, please remove all public hearing advertising signs) immediately. Pre -Application Meeting and Final Submittal Requirement Checklist for: Deviations The following Submittal Requirement Checklist is to be utilized during the Pre -Application Meeting and at time of application submittal. At time of 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 Site Development Plan with Deviations for 1 ® ❑ Redevelopment Application. �ompleted SDP/SDPA/SIP application and all associated 1 ® ❑ materials, including all site plan documents. �opy for the Pre -Application Notes, if not submitted with 1 ❑ iDP/SDPA/SI P Affidavit of Authorization, signed and notarized 1 Property Ownership Disclosure Form 1 Electronic copy of all documents and plans *Please be advised: The Office of the Hearing Examiner requires all ® � ❑ materials to be submitted electronically in PDF format. T ❑Unless waived by the Project Manager, ADDITIONAL REQUIREMENTS FOR THE PUBLIC HEARING PROCESS: Following the completion of the review process by County review staff, the applicant shall submit all materials electronically to the designated project manager. Please contact the project manager to confirm the number of additional copies required. 7/25/2017 Page 3 of 4 Co�er Count 3' COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliersov.net FEE REQUIREMENTS 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 ❑ Pre -Application Meeting: $500.00 ❑ Estimated Legal Advertising Fee for the Office of the Hearing Examiner: $1,125.00 ❑ Site Development Plan for Redevelopment: $1,000.00 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 the permit fee shall be submitted to: Growth Management Department Zoning Division ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 Applicant Signature Printed Name Date 7/25/2017 Page 4 of 4 " . Co�[�er ��.�.�y COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 FAX: (239) 252-6358 PROPERTY OWNERSHIP DISCLOSURE FORM This is a required form with all land use petitions, except for Appeals and Zoning Verification Letters. Should any changes of ownership or changes in contracts for purchase occur subsequent to the date of application, but prior to the date of the final public hearing, it is the responsibility of the applicant, or agent on his behalf, to submit a supplemental disclosure of interest form. Please complete the following, use additional sheets if necessary. a. If the property is owned fee simple by an INDIVIDUAL, tenancy by the entirety, tenancy in common, or joint tenancy, list all parties with an ownership interest as well as the c. percentage of such interest: Name and Address 9�6 of Ownership If the property is owned by a CORPORATION, list the officers and stockholders and the ercentaee of stock owned by each: Name and Address I � of Ownership � If the property is in the name of a TRUSTEE, list the beneficiaries of the trust with the percentage of interest: Created 9/28/2017 Page 1 of 3 Coder Couxty COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliereov.net (239) 252-2400 FAX: (239) 252-6358 d. If the property is in the name of a GENERAL or LIMITED PARTNERSHIP, list the name of the ;eneral and/or limited partners: Name and Address °% of Ownershi e. If there is a CONTRACT FOR PURCHASE, with an individual or individuals, a Corporation, Trustee, or a Partnership, list the names of the contract purchasers below, including the c' �rri�cr�, aw�rcriviuer�, ueneuaanes, or par�ners: Name and Address 96 of Ownership Date of Contract: f. If any contingency clause or contract terms involve additional parties, list all individuals or officers, if a corporation, partnership, or trust: Name and Address g. Date subject property acquired ❑ Leased: Term of lease years /months If, Petitioner has option to buy, indicate the following: Created 9/28/2017 Page 2 of 3 COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net Date of option: Co er Claunty 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX: (239) 252-6358 Date option terminates: or Anticipated closing date: AFFIRM PROPERTY OWNERSHIP INFORMATION Any petition required to have Property Ownership Disclosure, will not be accepted without this form. Requirements for petition types are located on the associated application form. Any change in ownership whether individually or with a Trustee, Company or other interest -holding party, must be disclosed to Collier County immediately if such change occurs prior to the petition's final public hearing. As the authorized agent/applicant for this petition, I attest that all of the information indicated on this checklist is included in this submittal package. I understand that failure to include all necessary submittal information may result in the delay of processing this petition. The completed application, all required submittal materials, and fees shall be submitted to: Growth Management Department ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 Agent/Owner Signature Agent/Owner Name (please print) Date Created 9/28/2017 Page 3 of 3 Corer County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.collier>;ov.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 Addressino personnel prior to are -application meetino please allow 3 days for arocessino. 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) ❑SDP (Site Development Plan) ❑ BD (Boat Dock Extension) ❑ SDPA (SDP Amendment) ❑ Carnival/Circus Permit ❑ SDPI (Insubstantial Change to SDP) ❑ CU (Conditional Use) 0 SIP (Site Improvement Plan) ❑ EXP (Excavation Permit) ❑ SIPI (Insubstantial Change to SIP) ❑ FP (Final Plat ❑ SNR (Street Name Change) ❑ LLA (Lot Line Adjustment) ❑ SNC (Street Name Change — Unplatted) ❑ PNC (Project Name Change) ❑ TDR (Transfer of Development Rights) ❑ PPL (Plans &Plat Review) ❑ VA (Variance) ❑ PSP (Preliminary Subdivision Plat) ❑ VRP (Vegetation Removal Permit) ❑ PUD Rezone ❑ VRSFP (Vegetation Removal &Site Fill Permit) ❑ RZ (Standard Rezone) ❑OTHER LEGAL DESCRIPTION of subject property or properties (copy of lengthy description maybe attached) See attachedExhibitA S32 T49 R26 Tract F FOLIO (Property ID) NUMBER(s) of above (attach to, or associate with, legal description if more than one) 23945007035 STREET ADDRESS or ADDRESSES (as applicable, if already assigned) 3701 Santa Barbara Blvd., Naples, FL • LOCATION MAP must be attached showing exact location of project/site in relation to nearest public road right- of-way • SURVEY (copy -needed only for unplatted properties) CURRENT PROJECT NAME (ifapplicable) 7-Eleven #34816 PROPOSED PROJECT NAME (ifapplicable) 7-Eleven #34816 PROPOSED STREET NAMES (ifapplicable) N/A SITE DEVELOPMENT PLAN NUMBER (for existing projects/sites only) SDP - or AR or PL # Rev. 6/9/2017 Page 1 of 2 �o�er Cor�.-r�t� COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 FAX (239) 252-5724 Project or development names proposed for, or already appearing in, condominium documents (if application; indicate whether proposed or existing) N/A Please Return Approved Checklist By: ❑• Email ❑ Fax ❑ Personally picked up Applicant Name: Craig L. Cornelison Phone: 813-788-7835 Email/Fax: Craig@Cornelison-eng.com 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 23945007035 Folio Number Folio Number Folio Number Folio Number Folio Number Approved by: i7ate: Updated by: Date: IF OLDER THAN 6 MONTHS, FORM MUST BE UPDATED OR NEW FORM SUBMITTED Rev. 6/9/2017 Page 2 of 2 OR 4678 PG 794 EXHIBIT A ss# llsl8 7-11# 34816 Parcel 1: "Outparcel_E" A portion of TRACT F BERKSHIRE LAKES UNIT ONE as recorded in Plat Book 14, Pages 118 through 120, in the Public Records of Collier County, Florida being further described as follows: Commencing at the Southeast corner of Section 32, Township 49 South, Range 26 East; thence along the South line of the Southeast Quarter of said Section 32, North 89'35'47' West, 100.00 feet; thence North 00'07'O1" W, 75.00 feet; thence North 00'07'O1" West along the West right of way line of Santa Barbara Boulevard 427.43 feet to the POINT OF BEGINNING; thence South 89°52'S9' W, 168.47 to the point of a curve concave to the Northeast having a radius of 10.00 feet, a central angle of 90°00'00" a chord of 14.14 feet and a chord bearing of North 45°07'O1" West thence along the arc of said curve 15.71 feet to the point of tangency; thence North 00°07'O1" West, 220.73 feet to the point of_�_curve.co�cave to the Southeast, having a radius of 40.00 feet, a central angle of 113°40'"a��f�c�,i ��.��`and a chord bearing of North 58°43'19" East; thence along the arc of said curve 79.36 feel�to,the=p�z�� tangency; thence South 86°26'22" East, 68.14 feet; thertc�Nnrtli 89' S2'S9" East, 5$: fee=; thence South 00°07'O1" East along said West right of way�40.� e POINT OF BE�i1Ni�lING. �" � � Parcel 2: "dutpareel Irl'�� A portion of Tract "F" of"BERMS � ' _ �g t� the Plat thereof as recorded in Plat Book 14, a't Pale l l $ � aitgt� 1 ici the P{b c R�o s of Collier County, Florida, referenced as Outpprcel HR 'l��caz•ds Bo�c ge 501 also of the Public Records of Collier County, �prida, being further described a� fo av�t . �.. `� �t � �`1 Commencing at the Southeast'��r�of Section 32, Towns�p'�uth, Range 26 East; thence along the South line of the Sautf3eat;t rter of said Sectia�3�Z,}� 89°35'47" W for a distance of 100.00 feet; thence N 00°07'O1" r a '— �.�?O�feet;`thence N 00°07'O1" W along the West right -of --way line of Santa Barbara I__va� . `a distance of 427.43; thence S 89°52'S9" W for a distance of 166.47 feet to the POINT OF BEGINNING; thence continue S 89°52'S9" W for a distance of 100.00 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 15.71 feet to the point of tangency; thence N 00°07'O1" W for a distance of 250.00 feet to the point of curvature of a circular curve concave to the Southeast, having a radius of 40.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 62.83 feet to the point of tangency; thence N 89°52'S9" E 39.54 feet to the point of curvature of a circular curve concave to the South having a radius of 10.00 feet and a central angle of 23°40'39"; thence along the arc of said curve for an arc distance of 4.13 feet to the point of tangency; thence S 66°26'22" E for a distance of 79.17 feet to the point of cusp of a circular curve concave to the southeast, having a radius of 40.00 feet and a central angle of 113°40'39' ; thence Westerly along the arc of said curve for an arc distance of 79.36 feet to the point of tangency; thence S 00°07'O1" E for a distance of 220.73 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 15.71 feet to the POINT OF BEGINNING. *** oR 4678 PG 795 *** April 4, 2011 Surveyor's Description A portion of Tract "F" of "BERKSHIRE LAKES UNIT 1" according to the Plat thereof as recorded in Plat Book 14, at Page 118 through 120, in the Public Records of Collier County, Florida, referenced as Outparcel "E" in Official Records Book 1580, Page 501 also of the Public Records of Collier County, Florida, being further described as follows: COMMENCE at Southeast corner of Section 32, Township 49 South, Range 26 East; thence coincident with the South Boundary of the Southeast 1/4 of said Section 32, N 89°35'47" W a distance of 100.00 feet; thence departing said South Boundary, N 00°07'O1" W a distance of 75.00 feet to a point coincident with the West Right -of --way Boundary of Santa Barbara Boulevard; thence coincident with said West Right -of --way Boundary, N 00°07'O1" W a distance of 427.43 feet to the POINT OF BEGINNING; thence departing said West Right -of --way Boundary, S 89°26'44" W a distance of 266.47 feet to a point coincident with a curve concave to the Northeast, said curve having a radius of 10.00 feet, a delta angle of 90°00'42" and being subtended by a chord bearing N 45°32'S5" W for a distance of 14.14 feet; thence coincident with the arc of said curve a distance of 15.71 feet; thence N 00°33'16" W a distance of 250.00 feet; to a point coincident with a curve concave to the Southeast, said curve having a radius of 40.00 feet, a delta angle of 89°59'S0" and being subtended by a chord bearing N 44°26'39" E for a distance of 56.57 Feet; thence coincident with the arc of said�urve a distance of 62.83 feet; thence N 89°26'44" E a distance of 39.54 feet to pQ1�t�i��t .1v3tk► a curve concave to the South, said curve having a radius of 10.00 feet; ��l. emgTe o�f�23°39'�17� ��d being subtended by a chord bearing S 78°43'22" E for a dist��c�pf 4.10 feet; thence coi�c�le� with the arc of said curve a distance of 4.13 feet; thence S fi6°� ' " distance of 147.3�,fect�„ thence N 89°26'44" E a distance of 58.00 feet to a point cbin�wil75-tl7e�fvreunentio�ed 1}Yest Right -of --way Boundary of Santa Barbara Boulevard_; then � c' � w�sai� $a�ltt-ti'f=way Boundary, S 00°33'16" E a distance o 240` O e f 'r 9� DF BEGINNING. � .> Containing an area of 74,9 �91' fie eet'; gyres, of � . r_ _� rlrt=: t��-�`� Receipt Number: Transaction Number: Date Paid: Amount Due: Payment Details: Amount Paid: Change /Overage: Contact: FEE DETAILS: Fee Description Pre -application Meeting Collier County Growth Management Division 2800 Horseshoe Drive N. Naples, FL 34104 239-252-240d RECEIPT OF PAYMENT 2018517679 2018-056427 06/28/2018 $500.00 Pavment Method Amount Paid Check Number Credit Card $500.00 12325269-C1093 7804 $500.00 $0.00 Cornelison Engineering -Craig Cornelison 38039 Old 5th Avenue Zephyrhills, FL 33542 Reference Number Driginal Fee PL20180001785 �5�0.00 Cashier Name: RichardKoenigsknecht Batch Number: 7471 Entered By: ThomasClarke Amount GL Account Paid SSOO.Ofl 131-138326-341276 Applicant/Agent may also send site plans or conceptual plans for review in advance if desired. Zoning Division PL20180001785 7- Eleven #34816 (DR) PRE-APP INFORMATION Assigned Ops Staff: Thomas Clarke Camden Smith, (Ops Staff) STAFF FORM FOR SUPPLEMENTAL PRE -APPLICATION MEETING INFORMATION • Name and Number of who submitted pre-app request Craig L. Cornelison,P.E., Cornelison Engineering &Design, Inc. email: Craig@cornelison-eng.com • Agent to list for PL# Craig L. Cornelison,P.E., Cornelison Engineering &Design, Inc • Owner of property (all owners for all parcels) 7-Eleven %Ryan LLC, Three Galleria Tower, 13155 Noel Rd #100 LC73, Dallas, TX 75240 • Confirm Purpose of Pre-App: Redevelopment of the existing 7-11/Mobile Mart convenience gas station. The existing building will be demolished, and a new 6,049 SF 7-11 Convenience store will be constructed. The existing canopy, fuel pumps, and car wash will remain. • Please list the density request of the project if applicable and number of homes/units/offices/docks (any that apply): Details about Project: Site Plan with Deviations for Redevelopment and Site Improvement Plan — Back to back meetings with Zoning and Planning Staff. REQUIRED Supplemental Information provided by: Name Title Email Phone Created April 5, 2017 � � Location: K:\CDES Planning Services\Curcent\Zoning Staff Information �,m> Zoning Niuision • 2800 North Horseshoe Dmre •Naples, Florida 34104.23�252-2400 • www.colliergou.net CORNELISON ENGINEERING & DESICN,INC. May 17, 2018 Ms. Christine Willoughby, Senior Planner Collier County Growth Management Division 2800 North Horseshoe Drive Naples, FL 34104 Tel. (239) 252-5748 RE: 7-Eleven #34816 3701 Santa Barbara Boulevard, Naples, FL Parcel ID No. 23945007035 Dear Ms. Willoughby: 38039 Old 5"' Avenue Zephyrhills, FL 33542 Tel. (813) 788-7835 Fax. (813) 788-7062 www.cornelison-eng.com This project involves the redevelopment of the existing 7-11/Mobil Mart convenience gas station. The existing convenience building will be demolished, and a new 6,049 SF 7-11 convenience store will be constructed. The existing canopy, fuel pumps, and car wash will remain. It is our understanding that a previous preapplication meeting for this same site was held on 6/20/17, but with a different applicant (PL#20170002079). We also understand that this project will likely require a companion Site Plan with Deviations for Redevelopment Project (DR) application, which requires a separate preapplication meeting with zoning staff. We would like to respectfully request back-to-back preapplication meetings with both planning and zoning staff. As instructed by Chris Scott, we have submitted two (2) separate preapplication meeting requests. Our first preapplication meeting request for a Site Improvement Plan was submitted on 5/8/18 (PL20180001683). If further information is required for this request, or if you should have any questions, please do not hesitate to contact me. Very truly yours, CORNELISON ENGINEERING &DESIGN, INC. Craig L . C�, nelison, P.E. Florida PE #55433 CLC:mac cc: File 1509044\7-11 Naples\Collier Co\DR Preapp Cover Letter 0 W U 0 T a 0 0 w U U n zT (U ZT W C � O 4 � f �� C � L O S U � �� c U S 4 Q L � S C� s � 4 O S N s z M s � S L CS G Q � S U s C s U � �� N Q S Z c � S 1 i / f a� � S (� Z � � S � c � -sc cB z � S L > { � S U � .� c O s d � s N s E � i � w � S _! i r i _ '— � � 1 1 � * ` � _� �r � _ � — � /� // iermediote Semi —Trailer � �i� , �� L� 0 M 19 M 26.54' 6049 PRO1�0 �� N89° � 9„� Res, 100.00' ■ 24' �9 � �66262,�, 2W �� !. 28.64' \�S ��/ 0 E8 � N66. 4 , 26�2,I �� w --� I � I I � I ; ,* I I � � I �� T 8' 18' 34' � -� EXISTING CANOPY 6°� (TO REMAIf 31.56' I� �, I I I I O � I � � I �� t0 CARWASH N89°52'59"E . ,. ,. . �, 58.00' S89°52'59"W a a�a 0 a o F 6' �� Q C � I � � O 0 � o O � a _ O N o Z 14.43' �� .�, �. `� t ■ � U Z N N 0 ~ � UMO ONi � � W Q�� oN0 ww �' $iJMUO_ � J�(�~ U� /^�/� ray, FBI `/ C/J � � j� W N O � � W=LaiZO 0 20 0 �WAzw o= (� N (n SALE (IN FEET w > � z � oQ�oo N = � U W w � � 3 Q � 3 I � p i 3 OOP � � rn °1� w � U p O J N �� ■ z w W C� Q Q z O U Z O J U_ � � � �I U . � � 111 . I..L � Q J �' Z � � W o � � W W z z U w J z �wJ uS H w O a W a ti Z � U } m } � � �° m p o LLI � Z � O � Z � w Y U Qz cnU QU wU U cn W J � J S J fn Q p U p U U U ti w a p Z w � M Z � 'O � v/ J W Z uJ NZ L.L O Up � rJn V_ O Q L.L U I DATE 3/13/2018 PROJECT NO. SHEET NUMBER CP1-01 1 I � I, .1 t �� /' ./ '/� i/ i i/ /' i �oNSN ,,,, 0 �— \ / / � i / �� " / , --/ �.. �� ; -----�\ IXISfING 1 PUBUX I I I I I I I I / BERKSHIRE LAKES, UNR 1, TRACT F, PARCEL "A" (PB. 25, PGS. 3-4) PARC0. 3 �� EXHIBIT B July 3Q 2007 9:04 AM 0:A2003\030007.00.00 Berkshire Commons Site Planning\0002 Conceptual Srte Planning\Conceptual Build Out Plans Jan-2007\EXHBITS\2007 07 26 30007X028.dwy BERKSHIRE COMMONS PARCEL 1, 2, & 3 (PB. 38, PGS. 30-31) I � 9 Q � ,, l � � - I o it= III II / V 1 �� V ® -- u I i�i Jtf I �I--------- �-- PARC0. 2 —OUT PARCEL E-1 ml � OUT PARCEL E D Z D D W D D Page 1 of 1 Collier County Property Appraiser Property Summary Parcel No 23945007035 Site Address 3701 SANTA Site City NAPLES Site Zone 34104 BARBARA BLVD *Note Name /Address 7-ELEVEN INC RYAN LLC THREE GALLERIA TOWER 13155 NOEL RD #100 LB73 City DALLAS State TX Zip 75240 Map No. Strap No. Section Township Range Acres *Estimated 4B32 184600 F 1.34B32 32 49 26 1.72 Legal BERKSHIRE LAKES UNIT 1 THAT PT OF TR F REF AS OUTPARCEL E DESC IN OR 1580 PG 501 AND THAT PART DESC IN OR 3971/818 Millage Area O 202 Millage Rates O *Calculations Sub./Condo 184600 -BERKSHIRE LAKES UNIT 1 School Other Total Use Code O 26 -SERVICE STATIONS 5.122 6.6024 11.7244 Latest Sales History (Not all Sales are listed due to Confidentiality) Date Book -Page Amount 03/28/11 4678-780 $ 973,400 01/24/06 3971-818 $ 550,000 12/19/90 1580-499 $ 1,002,363 2017 Certified Tax Roll (Subject to Change) Land Value $ 1,497,500 (+) Improved Value $ 294,479 (_) Market Value $ 1,791,979 (-) 10% Cap $ 155,828 If all Values shown above equal 0 this parcel was created after the Final Tax Roll http://www.collierappraiser.com/main_search/RecordDetail.html?sid=868818659&ccpaver= l 7 l 0 l 8 l l 49&F... 5/24/20 l 8 Page 1 of 1 Collier County Property Appraiser Property Detail Parcel No 23945007035 Site Address 3701 SANTA Site City NAPLES Site Zone 34104 BARBARA BLVD *Note Name /Address 7-ELEVEN INC RYAN LLC THREE GALLERIA TOWER 13155 NOEL RD #100 LB73 City DALLAS State TX Zip 75240 Permits Tax Yr Issuer Permit # CO Date Tmp CO Final Bldg Type 1991 COUNTY 90-10262 04/21/91 1991 COUNTY 90-9618 04/30/91 10/29/90 1991 COUNTY 90-9619 04/29/91 OTHER 1991 COUNTY 90-9620 04/29/91 Land # Calc Code Units 10 COMMERCIAL SF 44431 20 COMMERCIAL SF 30444 Buildina/Extra Features # Year Built Description Area 1991 RESIDENTIAL 960 Adj Area 10 960 20 1991 GARAGE 864 864 30 1991 GARAGE 64 64 40 1991 CANOPY 4890 4890 50 1991 CONC P 5542 5542 60 1991 ASPH P 55000 55000 http://www.collierappraiser.com/main_search/RecordDetail.html?sid=868818659&ccpaver= l 7 l 0 l 8 l l 49&F... 5/24/20 l 8 Page 1 of 1 Collier County Property Appraiser Property Aerial Parcel No 23945007035 Site Address 3701 SANTA Site City NAPLES Site Zone 34104 BARBARA BLVD *Note Oaen GIS in a New Window with More Features. http://www.collierappraiser.com/main_search/RecordDetail.html?sid=868818659&ccpaver= l 7 l 0 l 8 l l 49&F... 5/24/20 l 8 Page 1 of 1 Collier County Property Appraiser 1$ $ d$ $ 2+1 GG Ci.R :;.;SH 2� 64 954 1+i 40 HBO CflNC CA�dCPl 3D 163 COMC hrip://www. collierappraiser. com/main_search/Docviewer.html?sid=8688195 86&ccpaver—... 5/24/2018 9632N _ 4 4 3 VANCOUVER LANE 9 � � 3 9 1 35 37 38 V8 40 1 THE COLONIES AT 41 19 17 i6 15 14 10 BERKSHIRE LAKE 7 36 SON (qNE 15 PARK TRACT "C" 13 12 11 8 0�F' 52 53 18 18 9 19 / 9 �� 14 V 10 C'T q SN 17 11 6 -1 44 43 42 51 54 13 zo i2 s P I,, 177 178 179180 181 BERSHIRE LAKES UNIT 3 13 4 � 12 � i6 176 22 71 UNIT 3 14 3 �� 45 50 © � 55 0 175 TRACT 3 - LAKE 70 TRACT B 1 � 29 O 15 16 1 3031 >� 46 49 O 56 11 w na LANE 23 J P 72 1,z,3,4,5s,9 17 2 9cT 2 Z Gj� Q 24 69 P U D 18 ME(ROS 33 O 48 � w 14 173 } 163 162 161 160 � 25 47 48 E p(ACE 3435 �0 57 10 = I- z as 4g 73 BERKSHIRE LAKES 19 zo 21 7. 13 172 � 164 159 O 26 50 51 52 68 p DRI 56 55 T CT A 3 22232425 6 38 7 47 �� 9 58 171 O 165 158 07 27 53 � 74 5453 2728 38 TRACT 1 12 170 i66 157 Q 28 45 HUN T(E% 67 O 52 51 50 4g RACT E 39 9 1 59 8 � 156 29 44 � 54 Z 75 � 3 48 g746 45 40 60 7 O 11 > 9 ss r 169 168 167 155 30 43 42 2(" Z 76 TRACT G 57 ME(ROSE p 4443 �� 6 w 154 31 41 40 z 55 65 m 80 81 82 585960 (ACE 4241 TRACT A-2 �L. 61 10 O 150 151 153 32 33 39 A ZO 77 78 79 83 3 61 62 63 6 6 �� 4 5 m O 149 152 34 35 36 38 = 56 64 �1 84 2 66676 69 � 62 2 3 qO 9 CC � C��L 137 136 37 57 59 60 61 62 63 85 TRACT D 7071 2 RACT O� ��G ��To a o' 148 T /<<�` 138 135 58 �L 1 �T � Q 147 89 88 32 3 4 G� y 0] 139 5 146 140 7 34 33 132 LAMBTON LANE 92 91 90 B7 GS�� O Q 131 n 86 31 P 2� TRACT A-1 za 145 141 6 8 130 � 111 O 93 96 g7 98 9 � ZC 5 7 U1 142 5 5 129 128 J 119 118 117 116 115 114 113 112 � 94 95 99 35 30 11 �1 � 1 2 3 4 6 4 9 \ (\V\I >0 143 127 } 110 � 12 10 �� 4 �Pv e/ 144 5 1 2 3 �� 11 10 126 2 20 109 (q�F S�U1H 100 34 z 29 gOUVEV PRU 1 z 11 5 SNOpGA %E J 12 125 = 108 33 Q 28 13 9 ��F. 12 PARCEL 1 11 23 (/V 2 13 122 107 104 103 102 101 32 �J 8 O�S� 24 22 21 20 �4i 14 124 123 4 106 105 27 14 � O O�J J PARCEL 3B 25 �� 15 � 26 28 29 31 �O= 27 5 7 0? � 26 19 U 24 25 O 30 �0 26 d PARCEL 2 ~ 27 18 i6 TRACT "E" - LAKE �P 16 z 6 t2 12 n 11 17 25 O _______ 28 � 23 � 84 29 30 5 6 45 ` 4 / 18 24 17 `� 5 31 32 33 34 41 42 43 44 46 47 48 6 2 17 23 22 18 � 83 35 39 40 49 19 � ,9A 21 20 19 m 4 3 2 2\ 1 82 Q 68 (q the �- 36 37 38 39 40 41 50 51 22 21 20 58 59 ACFeY O 1 I) TRACT F 81 � 67 66 �/1/ (� 52 53 54 55 56 57 29 80 U 69 65 64 63 62 61 42 j 36 U 26 25 V � U \ 28 27 DRIVE J J 79 38 37 27 24 �' 16 � U 2 j 25 26 a i6 15 � 9 7 w 1 78 w 70 55 56 60 43 � 35 � 15 U 3 A c9 8 � 71 77 m 57 58 59 44 � 34 Pg z8 23 Z 17 � O 4 24 J� z � 72 � G� /� 14 Q7 O 6 2 0 17 14 Y 10 6 ¢ 2 7s 73 SLOANE PLACE 45 � gUCK�� 29 22 �W 18 a 10 9 0 5 NEB 'f'65, za 75 54 46 Q 33 23 O 3 � � 10 10 74 53 52 51 50 49 48 47 � 19 13 11 8 22 21 20 19 18 3 12 11 5 4 PARCEL "A" PARCEL "C" 32 31 30 21 20 12 7 6 10 10 32 TRACT "E" 5 6 s z RADIO ROAD (C.R.- 856) z 1 1 I 32 SUBDIVISION INDEX N0. NAME P.B. Pg. N0. NAME P.B. Pg. 1 BERKSHIRE LAKES, UNIT 1 14 118-120 11 BERKSHIRE COMMONS PARCEL 1,2 & 3 38 30-31 2 BERKSHIRE LAKES, UNIT 2 15 42-43 12 BERKSHIRE COMMONS PARCELS 3A AND 3B 50 61-63 3 BERKSHIRE LAKES, UNIT 3 16 15-17 13 4 BERKSHIRE LAKES, UNIT 5 17 34-37 14 5 BERKSHIRE LAKES, UNIT 6 19 16-18 15 6 BERKSHIRE LAKES, UNIT 7 21 68-69 i6 7 BERKSHIRE LAKES, UNIT 1, TRACT "F", PARCEL "A" 25 3-4 17 8 BERKSHIRE LANDINGS 26 3 18 9 MELROSE GARDENS 26 14-16 19 10 BERKSHIRE COMMONS PARCEL "C" 35 31-32 20 a n M n� � I n nm � W � M a'� °iin� o n°N'Ma I � U M] v^ K O m I I M � a p „�Q atOo m°�jmo� to m�< a� l ao a � Mm ism amroo U °p I� m m m l o I Z m � l I< n N n N I I I n�i alp�v>am o��in� �ana�mm�mm 0605N THIS IS TO CERTIFY THAT THIS IS A PAGE OF THE OFFICIAL ZONING ATLAS REFERRED TO AND ADOPTEDBY REFERENCE BY ORDINANCE N0. 04-41 OF THE COUNTY OF COLLIER, FLORIDA, ADOPTED JUNE 22, 2004. BY ATTEST CHAIRMAN CLERK Zoni ngLi nks: Zoning_url Vlore info TSS 49-�5-26 Zoning_General: PUD PAS Township Range Seckion:45 ��NIING PUD Zonin Exc:e on: DRI TOWNSHIP 49 !� P� SECTION_ 32 R.4N�E �� T_R_S 492632 Z�NENOTEI 8l16IS3 R-83-1 C, 1 �l171S5 PDA-85-10�, 5lb186 PQA-86- ESP 1�, PDA-�7-5C, 6�1�l88 MP- E}CPNOTE51 S�-3, �-13-94 PUD-83-1{Jj �4 6�7; DRI-8�-1 � OI�D_ �8-5 DRI 1 �-��-08 DRI�LO-O�-AR-1 S1 �1 0 8-� 17A PACs Parcels: 23�450070Ci5 FLN ��9450�70�5 RECICEY �39450�7035 STRAP 184b00 F 1.34832 �aoupancy Category 2:1G4 indZarre 1 b4 Category 2 Planned Unit Development: BERKSHIRE L�410E.S i�AM E STATUS PETITION Sl'S_PUD_NU AKA �RD_NUM BERKHIRE LAKES ACTIVE PUD-83-9{3� CammissonerDistrict: PennyTaylar DRI-82-1 DISTRICT 4 �$� COiNMSNR Penny Taylor � i ' � ' ' / �/ � ' / / � � / //' / / i /� //// / i / �/� // / // / % ///�/ / %// / // ' _ u _ � �i / , //� / / � / ' ,' / ' / / / � / /' ' /' / / / ��yy ��/}]], I / / / / / / / / / . � // � / / / / rr�r��ryJ� �:�AAIUlI 1� � / // i I / / / / //./ /' /!/'// /'// / / / /' /' / r/ r. � � / // /' i i ' //�///'/' /'// // // / / / / W' ��'� ryryyy..ryryy�� 1 / / /� / // / , I I J/�// / ' . / / / . / . �: L'AL1SU ' ' / / �. � // // /. /. / / ' I i' / / / / '/// '// / / 7 YTT��/ / / � '!'// / / /// / / '' ' ry��-r�,� / / / // �JUJR7J / , / // / ' fib' / / '/ % �' � / / / ' / � � / ////// / i/ / / / / // / / / / / /// // �// / / / '/// /' . �/ i' / ' / / /././/i /'/' /,�// / / /,' 'ULa9.•J ,/ / / /' //' / / /./.� / / // i /�/// / / / �/ / / / /� ' / / / i /� / / / / / / / , , / ,'// , ,'// ,j / % //'/ /, � Yam` � ��(/ / . % II // / //,/�//��. ////�/////'/� � ,',/�/,/// /ii,/'�' � 'iFj.jJ ///////,/// / / ,/ �} / / / // ///// � / / ' ' / / /// � / /'� / Excl�:-aRl // Zoning_ Pll�//!/'. i'// � / / / �/ / / / // // // / /i / i ' / �/ // / /� / / / / / / /'/ i `/' / / �/ � /'�/ / / �/ / / ' / / /� /// // ' /� % ' // / / yy��yy�� '% ' //' '////��WYY '/' ' // '/// ' � % /' //// �/ % / � // /////' �/ . /// / � � / / / . / / // . / � / . / j // / / / CCi'_LJ / j / /' / / ' / ; . / / � / ' ' / . / j / / Address i / / / / / Points: 370� Santa Barbara BLVf� � - � � //i' // / /� i / / / /// / /%�/ i;,;/%, i / //' // /,%// /,%/' � i i /, % / . /'� ,%,' // // / � �' � / / i ' / ' � / / / /' i/ � / �' / ' / �� ' � / ' / / ' ./ � / � / / ./ Full Address 37B7 Santa Barbara BLVD, /� // / // 'i� / /�i �/ /// / �'! _/ /,ilil�til/ /' ��,,� �// � / / /' 'i / /� / / / / /' i'/',/ , �/�/./ /'�/ �.�,^ Naples / /'�' /' / '// / /yam. /�i //'/i/�/ ,'i'/'/'ice/i'ii �/ /'// /'//// / '/' /' Stub 37a75antaBarbaraBLWD / ' /�/' /'/' / / ///'// i/f/"/'7"/i / //// /'/'/' i'�' '•'///i///'/' //ice / / ' /' //i'/' i' ' /�/' //i' Address ' / //// �/�/./ /. , i / // / % % % / / / / // / ,/// ///i/////, %/%/ice %�//'// /////// %/% ;// /// ///,/ / '///// /'/'/'/ � /'}rw�. / // / , /././ �/'/ / // / j' // / / , ./ / / , 'l / / / / / / / / / / / / ' / //,'�/// '; //i '///'/'/ '// ' /i�/'/// '////' �/�i //./� '/// '/// ' �i ' ' ' .' ,// / Zoom to ... /'// /',/// / // r ' / �"'i" ' / .' / / / / / / / / / // / /' ICI !/ ' /// �/' �i �/�/' /' ' ' / 1 /' / � / / / / / /', ' / / /' ' / / /��,/y/ / / ' / /' / /' / ' / / ' / � / ' / /' / / / / / / / / I / �./,�� 'i%/,//'/ ;/ / //i/ �%�/// %�///// %�/�/ % i i/! // , / % // /',// / //i/l/,'/%/ice/� ///J � / / �// / �/ / / � / ,'//! /�//i / / / ! / �/ /�/ �/ / // // /// // // // // //' // / /l/ // / /�/ // // ///' / / / / �� / / / / / / / / / / /' /' / /' ' / � / � ' /' / / / / ' / // ' � I i'Ti '/ '! . / / / , / ' / / / l / / ' / �/ / , / / / / / l/ (ry�y....((��}}��y� / i i � / / /i// YLf //. '/ j // /'//// i/ / ././i�1LCJ ////// �'�� 1 / ////// %/ / / ./ /'// /'/ / / /� / / l .� � I Coder County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.colliereov.net 28Q0 NORTH HORSESHOE DRIVE NAPLES, FLDRIDA 34104 [239] 252-2400 Pre -Application Meeting Notes Petition Type: SDP Date and Time: TUE 6/20/2017 1:30-2:30pm Assigned Planner: CHRISTINE WILLOUGHBY Engineering Manager (for PPL's and FP's}: Project Information Project Name: BERKSHIRE GAS STATION PL #: 20 � 70002079 Property ID #: 23945007035 Project Address: Applicant: Agent Name: Agent/Firm Address: Property Owner: Current Zoning: BERKSHIRE LAKES PUD City: State• Zip: Phone: City: State: Zip: Please provide the following, if applicable: i. Total Acreage: 1.72 ii. Proposed # of Residential Units: �j,, iii. Proposed Commercial Square Footage: �`iOd iv. For Amendments, indicate the original petition number: v. If there is an Ordinance or Res/no�lution associategd with this project, please indicate the type and number: d'�J /�c7 U�y C� vi. If the project is within a Plat, provide the name and AR#/PL#: Cod [ier Count y COLLIER COUNTY GOVERNMENT 2800 NORTH HOR5E5HOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLE5, FLORIDA 34104 www.tollier�ov.net (239j 252-2400 Meeting Notes _spa ! fZ ,r'' r s LC b /� �T � C1 1 CA, w 'f' R-a.►�a r�.�.. ,� �� n �,►.a „� �-�-�.1 cv'r�S-Frrt�6l�s `lam � N. a ,.,.. i COLLfER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.toilier�ov.net Coder CoHnty Meeting Notes 2800 NORTH HORSESHOE DRIVE MAPLES, FLORIDA 34104 (239} 252-2400 � c�n ) :: �� t ;\ ��C� � .; [.� L�� ,�- -�u; ti F\c� � ram= S � � x�° _. �. \ �` - r � .� � r�i-r ., 1\nt 1 it .. �. .. Q- ;, Ao n c� dt �� ,ti � �� r^,pt� ��_ � z .s c�,`w-7_ J 2• a� � �, � �, t7 , ; �i c �� t \� �� + �� r _% �r'J G��'.�r' E2�� d�� nC � �I e<�: 7}''/./1-f . �� fr'A�LTL�I o��./1p �� 1,� ,_� rssr, � � ui[ n %�rlo �r n,.1 `}2 octi , na.P.wi e..,7'S �n2 �� Fs �,� �!�/�,zc uY (,�rrL�,r rJ 3c� � r• 1,1 AND ovr G.lz�+� �`~ U �, Coder County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.collier�ov.net Meeting Notes 2800 NORTH HDR5E5HOE DRIVE NAPLES, FLORIDA 34104 (239? 252-2400 Stormwater: PL20170002079-SDPA Site is in X500 and AH. Existin buildin in X500. If ro osed buildin sin AH FF wi11 be BFE+1 or 100 year design flood elevation, whichever is greater. If proposed building in X500, FF will be BFE or 100 design flood elevation, whichever is greater. Part of existing ERP 11-00364-S-06. Update land use summary. Submit to county same report/caiculations submitted to SFWMD for permit modification. Provide full Stormwater engineering report, with water quality calculations, routings and discharge rates, as applicable. Max allowable discharge is 0.15 cfs/acre. Include storm sewer pipe sizing calculations, as applicable. Include paving and drainage details, provide ownershiplmaintenance of Stormwater management system and site infrastructure notes, engineering Stormwater checklist, opinion o cost or site war . ans must ern arum. � - ' � d '� � � � � -� r�C 0 L,ac.. S�DS.c75 � CrL�C, 5.o5.D� ��C'Li�S S�1 ��Cf�+J4�ci�Y �`�CS � � i?_..1t�L `S'c'� Si ice_ i NU M.Mt `_� � J1-� u,1T I ES '• COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DIVISION www.colliergov.net Coder County Meeting Notes 2800 NORTH HORSESHOE DRIVE NAPLES, fLORIDA 34104 (239j 252-2400 L'�3/li��`!r ,� rr �6.t v y...i � , ,J.� ✓ 5 �-�i/h J Gf'1'� 2�4r'^r rU _�+r. ' i3` �?�1`F-plc ��► �/��—�-1, f��'�+r r wFs-� ��•n�� 1��.��,-& Cjf=�✓i s7F,1„ �./�f1 �✓►TIU� 17fw�� rt.F,�t� rr2,z �G fi�� i1�JJr 1�'�c'�✓ i rtJ=n. Pre -Application Meeting Utilities Review Checklist/Notes o Irrigation source: Potable /Other o Water Meter Sizing Form required? Yes / No �'�'`�4 M�`� ' �� o Master metered Ye No CUE outside of (but contiguous tv} ROW required for master meter and backflow assembly. o Fire service system provided? Yes / No `�3 � All private fire service systems require a backflow preventer with a leak detection meter per W-13, W-11, or W-11A. o Separate fire service connection? Yes / No `+ �� Alternative to passing fire flow through master meter for commercial projects only. o Loop water distribution system to avoid dead ends? Yes /� Provide two independent connections to source main (unless served by a master meter) or stub -out for future development. o Gap configuration or TBF required? Yes �o� Gap configuration required for more than So LF of 4" or larger pipe. TBF required to bring combustibles onsite prior to preliminary utilities acceptance. o Who will install the service lead and meter box? County /Contractor County will typically install services 5 2". o Who will install the meter and backflow preventer? County /Contractor County will install services 5 2". Contractor will install z 3". o Maintenance driveway required for meter? Yes /� 10'x15' grass driveway over 6" compacted limerock per W-14A is required within CUE for meters t 3". o Who will own and maintain the onsite potable water system? County /Pro ert Owner (Association) o Who will own and maintain the onsite sanitary sewer system? County /Pro erty Owner (Association} o TBO(s) and BSP(s) required? Yes Required for PWS main extensions. o AFD(s) required? Yes �o Required at each dead end and, i applicable, also near the midpoint of a looped PWs main (unless adequate consumption to maintain minimum residual chloramine is anticipated at the time of County acceptance). Not required for private service mains. o Documentation of existing private pump station capacity required? Yes / No o Wastewater system capacity report required?(Ye / No o Grease trap required for food prep? Yes / No � 3� o Oil separator required for floor drains in a vehicle maintenance center, body shop, machine shop, vehicle storage facility, or facility that utilizes petroleum based products? Yes / No 'jam o FDEP permit required for water? Yes /� Required for PWS main extensions. Exceptions include replacement of existing water main in same location and at same size, no more than 2 sizes larger, or minimum size per RSWW; relocation of up to 100 LF of water main; discontinuing use of any existing water main; installation ar alteration of any valve, flow meter, or backflow preventer; installation or alteration of any fire hydrant or hydrant lead; as well as installation or alteration of any water service line to a single building, including fire and irrigation lines. o FDEP permit required for sewer? Yes �'_`Q Required for construction or modification of any collection/transmission system. Exceptions include replacement of existing facilities at same capacity and lotativn as well as construction of any individual service connection from a single building to a gravity collection system. o Outstanding Final Acceptance Obligations? Yes / V� o Include the following notes in the plans: ✓ Note who will install the meter. ✓ Note who will install the service lead and meter box. ✓ Nate on the plans that ail costs and expenses of any and all repairs, replacements, maintenance and restorations of aboveground improvements permitted within a CUE shall be the sole financial responsibility of the grantor, its successors or assigns. ✓ Note that the final meter size shall be determined by Public Utilities. ✓ Note as to who owns and maintains the onsite potable water, non -potable irrigation water, and wastewater systems. ✓ The dedication block on the cover sheet of the plat shall contain appropriate language for all County Utility Easements [CUEj. ✓ Note all required inspections require a 48 hour notice (see Utility Ordinance 2014-31, Section 9.4.2.2j o Common mistakes: ✓ Use 350 GPD per residence for water demand (F.A.C. 64E-6.008 for non-residential). ✓ Use 250 GPD per residence for sewage flow (F.A.C. 64E-6.DD8 for non-residential). ✓ Use latest details (revised 1/1/2015) and include all that apply. ✓ Pump station sites must account for PUEs and vegetative screening. ✓ Separate irrigation system improvements must be provided. ✓ Pressure mains must be setback 7.5' min. from BOC, drainage structures, and trees. ✓ Separation distances are measured out -to -out. ✓ Setbacks are measured to the centerline of the pipe. o Clarification: ✓ Cost estimate may exclude fire sprinkler service lines downstream of the backflow preventer but must include fire mains serving on -site fire hydrants. FDCs, PIVs, and check valves may be excluded. ✓ Cost estimate may exclude grease traps and oil separators, which are permitted and inspected separately. Coder County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT MAPLES, FLORIDA 34104 www.colliergov.net (239j 252-2400 FAX: (239j 252-6358 DESCRIPTION OF PROPOSED PRDJECT OR AIVIENDMENT On a separate sheet attached to the application, provide a cover letter describing in detail the proposed project or proposed changes, including any discussions with the assigned planner that may 6e pertinent to the review of the application, and the sheet numbers of the plans affected by the change if applicable. ADJACENT ZONING &LAND USE Zoning Land Use N 5 E W Pre -Application Meeting and Submittal Requirement Checklist for: Site Development Pian (SDP) or Site Development Pian Amendment (SDPA) Chapter 4 of the Administrative Code The following Submittal Requirement checklist is to be utilized during the Pre -Application Meeting and at time of application submittal. See Chapter 4 of the Administrative Code for submittal requirements. Incomplete submittals will not be accepted. REQUIREMENTS FOR REVIEW COPIES REQUIRED REQUIRED STANDARD REQUIREMENTS: Completed Application (download current form from the County website) 1 ❑ Cover Letter explaining the project 1 ❑ Completed Addressing Checklist 1 ❑ Pre -application meeting notes 1 Site Development Plan (SDP or SDPA) (signed &sealed) including cover sheet 6 PUD Monitoring Schedule 1 PUD monitoring report 1 PUD Ordinance d Development Commitment Info1rm�ation as a plicable (digital only) '�rprrl�.a. F �1�ol,,cf ��..� 1 � ❑ Affidavit of Authorization & Evi ence of Authority 1 ❑ Boundary and Topographic Survey (less than 6 months old) 6 ❑ Opinion of Title or property owner statement/Affidavit 1 � ❑ Recorded Deed or contract for sale (non -recorded deeds or Property Appraiser print-outs will not be accepted) Fee Calculation Worksheet &Review fees, signed Copy of Site Development Plans (DWG or DFX format) on CDROM disc in State Plane NAD$3 feet Florida Ease Coordinates 1 1 1 � � � ❑ ❑ ❑ Rev. 3/2/17 Page 2 of 9 Cofie� r County COLLIER COUNTY GOVERNMENT 2$00 NORTH HORSESHOE DR1VE GROWTH MANAGEMENT DEPARTMENT NApLE5, FLORIDA 34104 www.colliergov.net j239) 252-24D0 FAX: (239j 252-6358 ARCHITECTURAL OR NON-ARCHITECTURA#. REVIEW: # OF REQUIRED NOT COPIES REQUIRED For projects subject to Architectural Review: Architectural plans must be 1/8" scale minimum (signed &sealed), including: ✓ Every Facade of each building must be shown on Architectural plans ✓ Building cross sections or typical wall sections ✓ ()umpster details: height, material and color ✓ Light pole details or cut sheet: height, material and color ✓ Color paint chips and roof color paint chips or samples 6 �:' ❑ ✓ Floor plans and building elevations ✓ One color rendering of proposed building This project qualifies for a separate "Alternative Architectural Design" submittal per 5.05.0$.F. Additional fees ($$00.00) and submittal application is required. For projects NOT subject to Architectural Review: For projects not requiring architectural review: Floor plans and elevations with dimensions. This information, showing floor area by use, is intended only to determine that the use is compatible with the zoning, establish 5 ❑ parking requirements, and show building height measurements meeting Code. Full architectural or construction drawings are not needed. COA: Completed Certificate of Adequate Public Facilities Application, including the 2 � ❑ application fee and estimated Transportation Impact Fee calculations. FIRIE: _. Location of existing and proposed fire hydrants 2 ❑ Fire Flow tests from Fire Department {no mare than 6 months old) 2 ❑ Information in the Standard Building Code, type of construction, total square footage under roof, occupancy/use, fire sprinkler data, PLEASE INCLUDE THIS INFORMATION ON EITHER THE COVER PAGE OR SHEET Z OF 2 ❑ ❑ THE SITE PLANS �.: .. _- ENVII�ONIVl1��t7ALs;..:: ,, .... Environmental Data Requirements 1 ❑ Conservation easement including signed and sealed legal description and boundary survey for preserve —include protective language, sketch and 1 ❑ description in construction plans; contact review staff for current version Listed Species Survey; less than 12 months old. Include copies of previous 1 ❑ surveys Preserve Management Plan —provided on the site plan 1 ❑ '� Rev. 3/2/17 Page 3 of 9 Coder County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239) 252-2400 FAX: (239] 252-5358 TRANSPORTATION: # OF REQUIRED NOT COPIES REQUIRED Transportation Impact Study or waiver (with applicable fees) 2 [Q ❑ $TORMWATER: Engineer's Report, signed & sealed, with assumptions and explanations, by a Florida registered professional engineer containing the following: ✓ Completed calculations used to design the facilities, including but not limited to all water, sewer, road, water management systems, and all accessory facilities, public or private; ✓ Drainage calculations including 10 year 1 day; 25 year 3 day; 100 year 3 day storm routings ✓ Detailed hydraulic grade line pipe design calculations utilized to desig 1 �yi 44.•�� ❑ the stormwater management facilities for the subdivision or development; ✓ Geo-technical report with soil boring results ✓ Engineering Review Checklist, signed and sealed by the applicant's professional Engineer; ✓ Engineer's Opinion of probable cost (Paving, grading, Drainage) ✓ Status of all other required permits including copies of information and data submitted to the appropriate permitting agencies. UTILITIES: If within Collier County Public Utilities Service Area- Engineer's Report, signed & sealed, containing the following: ✓ Estimated cost of utilities construction, Water &Sewer calculations ✓ Sewer Hydraulics ✓ Lift station hydraulics to first downstream master station 1 ❑ ❑ ✓ Lift station Buoyancy calculations ✓ Detailed hydraulic design calculations utilized to design the water and sewer facilities regulated by the County. � Water and/or Sewer availability letter 1 ❑ DEP utility installation permits (water/sewer) 1 ❑ ❑ Water Meter Sizing Form 1 ❑ ❑ LIGHTING: Lighting Plans, signed and sealed by a professional Engineer licensed to practice in the State of Florida ar the utility provider 6 ❑ LANDSCAPE $e IRRIGATION: Landscape &Irrigation Plans, signed and sealed by a landscape architect registered in the State of Florida � Rev. 3/2/17 Page 4 of 9 Coder County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLE5, FLORIDA 34104 www.collier ov.net [239j 252-240U FAX: (239} 252-6358 SCHOOL CONCURRENCY: # DF REQUIRED NOT COPIES REQUIRED Estima#ed School Impact Analysis Application —residential projects only (dewnload the School Impact Analysis Application from website} School Concurrence - If the proposed project includes a residential 1 ❑ component, you are required to contact the School District of Collier County at 239-377-02b7 to discuss school concurrency requirements. OTWER: Electronic copies of all documents and plans in PDF Format and a CD of plans 1 ❑ in CAb Format OTWER COLLIER COUNTY PERMITS (IF REQUIRED THEY MUST BE SEPARATE APPLICATIDNS} Right -of -Way permit application {County/FDOT} � ❑ Blasting Permit (BEST} ❑ Early Work Authorization {EWAj _ ❑ ❑ Excavation Permit {EX) � ❑ Vegetation Removal and Site Filling Permit {VRSFP� OTHER AGENCIES PERMITS [MRY BE REQUIRED): Permits: All Federal, State and local permits, including but not limited to the following, shall be submitted prior to construction and before the pre- constructian meeting. If approved by the County Manager or designee, an applicant may submit Federal, State and local agency permits at the pre - construction meeting. 1 � ❑ 5FWMD Permit, Permit Modification, or waiver, including staff report exhibits; • DEP utility installation permits, water/sewer; • Right -of -Way Permit; and • US Army Corps of Engineers permit and exhibit, if applicable. Rev. 3/2/17 Page 5 of 9 Co�er County COLLIER COUNTY GOVERNMENT 28DD NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORiDA 34104 www.colliereov.net (239) 252-2400 FAX: {239) 252-5358 Fee Calculation Worksheet Site Development Plan {5DP} Review Fees Site Development Plan Amendment {SDPA} Review Fees Residential only: Base fee of $S,OOO.OD, plus $100.0 ❑ Residential only: Base fee of $2,500.D0, plus $100.00 per residential structure, and $40.00 per dwelling unit. per residential structure, and $40.00 per dwelling unit. Number of Buildings: Number of Buildings: Number of D/U: Number of D/U: ❑ Non-residential only: Base fee of $S,OOD.00, plus ❑Non-residential only: Base fee of $2,500.00, plus $20D.OD per non-residential structure, and $0.10 $200.00 per non-residential structure, and $0.10 per sq.ft. per sq.ft. Number of Buildings: Number of Buildings: Total Square Footage: Total Square Footage: ❑ When a building consists of bath residential and non- ❑ When a building consists of both residential and non- residential (commercial, retail, office} uses, the residential (commercial, retail, office) uses, the ollowing fees will apply: ollowing fees will apply: • $S,OOO.OD Base fee for SDP • $2,500.00 Base fee for SDPA • $20D.D0 per structure • $200.00 per structure • $40.00 per residential dwelling unit • $40.00 per residential dwelling unit $0.10 per square foot of non-residential floor area except 0.10 per square foot of non-residential floor area except for for parking garage structures shall be calculated at parking garage structures shall be calculated at $0.05 per $O.DS per gross square foot of floor area (sq.ft. gross square foot of floor area {sq.ft. x$0.10) {sq. x$0.10j (sq. ft. x$0.05}$ ft. x$0.05)$ Fire Review: $ZD0.00 ❑Fire Review: $15D.00 Rey. 3/2/17 Page 7 of 9 Coder County COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLDRIDA 34104 www.colliergov.net (239j 252-x400 FAX: (239j 252-6355 Util't Plan Review and Ins ections: Construction Document Review: 0.75% of probable water and/or sewer construction costs cCost Estimate $ $ onstruction Inspection: 2.25% of probable water and/or sewer construction costs (due prior to pre -con meeting) Cost Estimate $ $ En eerin Site Plan Review: Construction Document Review: 0.75% of probable Paving, Grading, Drainage, Lighting, Code Minimum Landscaping, and any other appurtenant cost of construction. cCost Estimate $ $ onstruction Inspection: 2.25% of probable Paving, Grading, Drainage, Lighting, Code Minimum Landscaping, and any other appurtenant cost of construction (due prior to pre -con meeting) Cost Estimate $ $ Traffic Impact 5tudy Review: ❑ Methodology Review: $500.00, to be paid directly to Transportation at the Methodology Meeting* 'Additional Fees to be determined at Methodology Meeting $ �� ❑Minor Study Review: $750.00 $ ❑ Major Study Review: $1,500.00 Utilities: �!�❑ Utility Modeling and Analysis fee: $1,000.00 {only applies if zoned PUO or DRI} $ Fn1�irnnrnanTal• LJ Site Clearing Permit: $250.00 for the first acre or fraction of an acre and $50.00 for each additional acre or fraction of an acre ($3,OOD.DO maximum} # of acres $ ❑ Listed or Protected Species Review, when an E15 is not required: $1,OD0.04 $ ❑ Conservation Easement Review: $300.00 application fee plus the following additional site fee: • $200.00 for CE acres less than 5 acres; • $400.00 for CE acres between 5 and 10 acres; • $600.00 for CE area greater than 10 acres and less than 20 acres; • $800.00 for CE areas between 20 and 50 acres; and • An additional $200.00 for every 40 acres of CE over 50 acres. # of acres $ Other• �OA Review: $200.00 plus $25,00 per residential dwelling unit, or $25.00 per 1,000 sq. ft. Commercial {$S,OOD.DO maximumj. ❑ School Concurrency Review, if required: $ * Mitigation Fees, if applicable, to be determined by the School District in coordination with the County Rev. 3�2�17 Page S of 9 Co er County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliereov.net ❑ Other Fee, if applicable: Applicant/Agent 5rgnature All checks payable to: Board of County Commissioners 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239] 252-2400 FAX: (239j 252-6358 Fee Subtotal Pre -application fee credit, if applicable Total Fees Required: Date The completed application, all required submittal materials and fees shall be submitted to: Growth Management Department/ Development Services ATTN: Business Center 2800 North Horseshoe Drive Naples, FL 34104 Rey. 3�2/17 Page 9 of 9 Co er County COLLIER COUNTY GOVERNMENT 280[) NORTH HORSESHOI= DRIVE GROWTH MAIVAGEMENT QEPARTMENT NAPLES, I;LORIDA 341p4 www.collier o�.net {239) 252-2400 FAX: (239j 252-6358 AFFIDAVIT OF AUTHORIZATION FOR PETITION NUMBERS(S) (choose one} owner (print name), as (title, if applicable) of (company, If applicable), swear or affirm under oath, that 1 am the applicant _contract purchaser_ and that: 1. I have full authority to secure the approvals) requested and to impose covenants and restrictions on the referenced property as a result of any action approved by the County in accordance with this application and the Land Development Code; 2. All answers to the questions in this application and any sketches, data or other supplementary matter attached hereto and made a part of this application are honest and true; 3. I have authorized the staff• of Collier County to enter upon the property during normal working hours for the purpose of investigating and evaluating the request made through this application; and that 4. The property will be transferred, conveyed, sold or subdivided subject to the conditions and restrictions imposed by the approved action. �. Well authorize to act as our/my representative in any matters regarding this petition including 1 through 2 above. *Notes: • If the applicant is a corporation, then it is usually executed by the core. Ares. or v. pres. • If the applicant is a Limited Liability Company (L.L.C.) or Limited Comparry (L.C.), then the documents should typically 6e signed by the Company's "Managing Member. " • If the applicant is a partnership, then typically a partner can sign on behalf of the partnership. • If the applicant is a limited partnership, then the general partner mast sign and be identified as the "general partner" o� the named partnership, • If the applicant is a bust, then they must include the trustee 's name and the words "as trustee ". • Irr each instance, first determine the applican!'s status, e.g., individual, corporate, trust, partnership, and then use the appropriate format for that ownership. Lnder penalties of perjury, I declare that I have read the foregoing Affidavit of Authorization and that the facts stated in it are true. Signature STATE OF FLORIDA COUNTY OF COLLIER Date The foregoing instrument was sworn to (or affirmedj and subscribed before me on (name of person providing oath or affirmation}, as is personally known to me or who has produced (type of identification} as identification. STAMPISEAI. CP108-COA-U011 S115S Signature of Notary Public {date} by who Rev. 3/2/17 Page 6 of 9 Co�er Count y COLLIER COUNTY GOVERNMENT 2800 NORTH HORSESHOE DRIVE GROWTH MANAGEMENT DEPARTMENT NAPLES, FLORIDA 34104 www.colliergov.net (239j 252-2400 Are -Application Meeting Sign -In Sheet PL #: Collier County Contact Information: Name Review Discipline Phone Email ❑ Craig Brown Environmental Review 252-25a$ CraigBrown@colliergov.net David Anthony Environmental Review 252-2497 davidanthony@colliergov.net Summer Araque Environmental Review 252-6290 summerbrownaraque@colfiergov.net Steve Baluch, P.E. Transportation Planning 252-2361 5tephenBaluch@colliergay.net Laurie Beard Transportation Pathways 252-5782 Lauriebeard@colliergov.net ❑ Rachel Beasley Zoning Services 252-$202 rachelbeasfey@calliergov.net ❑ Marcus Berman County Surveyor 252-6885 MarcusBerman@colliergov.net ❑ Mark Burtchin ROW Permitting 252-5165 markburtchin@colliergov.net ❑ George Cascio Utility Billing 252-5543 georgecascio@colliergov.net ❑ Heidi Ashton Cicko Managing Asst. County Attorney 252-8773 heidiashton@colliergov.net ❑ Sue Faulkner Comprehensive Planning 252-5715 suefaulkner@colliergov.net ❑ Dale Fey North Naples Fire 597-3222 dalefey@colliergov.net Paula Fleishman Impact Fee Administration 252-2924 paulafleishman@colliergov.net ❑ Nancy Gundlach, AICP, PLA Zoning Services 252-2484 nancygundlach@colfiergov.net ❑ 5har Hingson East Naples Fire District 687-5650 shingson@ccfco.org ❑ John Houldsworth Engineering Services 252-5757 johnhouldsworth@colliergov.net Jodi Hughes Transportation Pathways 252-5744 jodihughes@colliergov.net ❑ Alicia Humphries Site Plans Reviewer/ROW 252-2326 aliciahumphries@colliergov.net ❑ Eric Johnson, AICP,CFM Zoning Services 252-2931 ericjohnson@colliergov.net ❑ Marcia Kendall Comprehensive Planning 252-2387 marciakendall@coliiergov.net ❑ Stephen Lenberger Environmental Review 252-2915 stevelenberger@colliergov.net Garrett Louviere Stormwater 252-2526 garrettlauviere@colliergov.net ❑ Paulo Martins Utilities 252-4285 paulomartins@colliergov.net Thomas Mastroberto Fire Safety 252-7348 Thomasmastroberto@colliergov.net ❑ Jack McKenna, P.E. Engineering Services 252-2911 jackmckenna@colliergov.net ❑ Matt McLean, P.E. Principal Project Manager 252-$279 matthewmclean@colliergov.net ❑ Gilbert Moncivaiz Utility Impact Fees 252-4215 gilbertmoncivaiz@colliergov.net ❑ Annis Moxam Addressing 252-5519 annismoxam@colliergov.net ❑ Stefanie Nawrocki Planning and Zoning 252-2313 StefanieNawrocki@colliergov.net ❑ Jessica Huckeba CAD Technician 252-2315 JessicaHuckeba@colliergov.nei ❑ Brandy Otero Transit 252-5$59 brandyotero@colliergov.net �.�-, Cod Cher County COLLIER COUNTY GOVERNMENT GROWTH MANAGEMENT DEPARTMENT www.colliergov.net 2800 NORTH HORSESHOE DRIVE NAPLES, FLORIDA 34104 (239) 252-2400 L� Bill Pancake North Naples Fire 597-3222 billpancake@calliergov.net ❑ Brandi Pollard Utility Impact fees 252-6237 brandipollard@colliergov.net Fred Reischl, AICP Zoning Services 252-4211 fredreischl@colliergov.net Brett Rosenblum, P.E. Utility Plan Review 252-2905 brettrosenblum@colliergov.net ❑ Edwin Sanchez Fire Review 252-7517 edwinsanchez@colliergov.net ❑ Michael Sawyer Transportation Planning 252-2926 michaelsawyer@colliergov.net ❑ Corby Schmidt, AICP Comprehensive Planning 252-2944 corbyschmidt@colliergov.net ❑ Chris Scott, AICP Planning and Zoning 252-2460 chrisscott@coiliergov.net Peter Shawinsky Architectural Review 252-8523 PeterShawinsky@colliergov.net Daniel Roman Utility Plan Review 252-2538 danielroman@colliergov.net ❑ Ellen Summers Planning and Zoning 252-1032 EllenSummers@colliergov.net ❑ Scott Stone Assistant County Attorney 252-8400 scottstone@colliergov.net ❑ Mark Strain Hearing Examiner/CCPC 252-4446 markstrain@colliergov.net Storm Gewirtz Stormwater 252-2434 stormgewirtz@colliergov.net Mark Templeton Landscape 252-2475 marktempleton@colliergov.net ❑ Jon Walsh Building Review 252-2962 jonathanwalsh@colliergov.net ❑ David Weeks, AICP Comprehensive Planning 252-2306 davidweeks@colliergov.net ❑ Kirsten Wilkie Environmental Review 252-5518 kirstenwilkie@colliergov.net Christine Willoughby Planning and Zoning 252-5748 ChristineWilloughby@colliergay.net Additional Attendee Contact Information: Name Representing Phone Email o��+ G�4 � 33a�� - I��-� � i1 . � AuclairClaudine Claudine.Auclair@colliercountyfl.�ov Fri 7/14/2017 12:51 PM RE: Emailing -PRE-APP NOTES FOR PL20170002079 Beard Laurie <lauriebeard@colliergov.net>; WilloughbyChristine ChristineWillou�hby@collier�ov.net Good afternoon: Hope this helps: They can redevelop the Mobil Gas Station and have the following option: They take it down and are allowed up to 4,200 square feet of retail/service development including a new gas station. If they keep the existing gas station and car wash, they can only build another 3,100 square feet. So technically, they can take it down, build a 1,500 square feet new store for the gas station and still have 2,700 sq. ft. of other retail space available. They have to remain within the outparcels E and E-1. From: Beard Laurie Sent: Thursday, July 13, 2017 9:14 AM To: AuclairClaudine<ClaudineAuclair@collier�ov.net> Subject: RE: Emailing -PRE-APP NOTES FOR PL20170002079 Claudine, Here is the agreement. Mobil is on outparcel E and E-1 looks to be part of the parking lot behind Mobil. (See pdf page 22 & 23) Pdf page 10 ,see iii: (There is more language in the agreement, but this is the bulk of it) �iii� � mom #han 3, !4�] sq�� fit o� ad�itio��l pr�n�ipa] use �taa� arrd dery L�evelvp�nent �a� dce� � hap -4.�� , F..� may �e ]ocat�d 'wit �utparc�ls 1� a�ld �R 1 of �c leve�o�ab�e �..a�r� shown on �ibiE� ``B" ar;d ` mach hto, p�cvid�d said developrnen# i� made in cot�netior� with the ex�ans d rcve��p�era,t �� estirrg �o�i� has tin e��l ort�+enietrcc dote n ��catecl u�a� utparc�ls � and F�1, and further pr�id�d that the n�i r�ri��r�lc�� I�riob�l as station �Cet�il on�er>`iencc Story xna contain a principle t strxi:ckure u� to �,��10 square feet iJri t}�e ag�xea�c �o �on� a� the existing io��l has eta#� l�tail Cor��erin�e Ears facility of approximately+ 1,O�1� she fit now Eaca i[h�n a E]errelok�� ar~�so �enr�alis�e� in cootion with a ��ntrr�p��x c�cgansian arr� redevelopment project, J7 aceess�ry u�o gar as�x fa�ilEty niay a h� coio�truet�d upon �u#p�.r�ce1� � aid Fit of tie D�lopal� rtd, provided ' e�cistixg accessary use car wash €aciLity �xo►�r loc�itcd rYpar� ut�arcels � ar�� 1 the �e�►elopab�e t.and is also tlernolished ire carLnect`ion �rixh the corlt�rnpla exp2ion and redevelopment F�J ect It was actually PL2017-2079, not PL17-2979. I fixed it in the subject line. They showed us a layout but it isn't attached in CityView. It was my understanding that they wanted to move the building to the back (west end) of the property and leave the pumps up front. Laurie Beard, Project Manager, PUD Monitoring Capital Project Planning, Impact Fees &Program Management Division 2685 S. Horseshoe Drive, #103 Naples, FL 34104 239-252-5782 From: AuclairClaudine Sent: Thursday, July 13, 2017 7:57 AM To: ReischlFred <FredReischl@collier�ov.net> Cc: WilloughbyChristine<ChristineWillou�hby@collier�ov.net>; BeardLaurie <lauriebeard@collier�ov.net> Subject: RE: Emailing -PRE-APP NOTES FOR PL20170002979 Is that regarding the Mobil gas station? I worked on the Berkshire Built out Agreement and will have to look for it. Laurie, do you have more up-to-date information? If not, I will look at the Agreement when I can today. From: ReischlFred Sent: Thursday, July 13, 2017 7:24 AM To: AuclairClaudine<ClaudineAuclair@collier�ov.net> Cc: WilloughbyChristine<ChristineWillou�hby@collier�ov.net> Subject: RE: Emailing -PRE-APP NOTES FOR PL20170002979 Hi Claudine - Do you know the answer —or direct me to someone who can answer Kelly's question? Thanks! �2eoo~! ��+%a,-,lie AI CP Principal Planner 239-252-4211 2800 North Horseshoe Drive Naples, FL 34104 www.collier�ov.net o er a�aryL From: WilloughbyChristine Sent: Wednesday, July 12, 2017 4:45 PM To: ReischlFred Subject: FW: Emailing -PRE-APP NOTES FOR PL20170002979 Fred, Could you possible help with this built out agreement for Berkshire? c!�rlstCwe w��o�g�b� Senior Planner Development Review Division Growth Management Department How are we doing? Please CLICK HERE to fill out a Customer Survey. We appreciate your Feedback! From: Pearce, Kelly [mailto:kzublick@cphcorp.com] Sent: Tuesday, July 11, 2017 4:37 PM To: WilloughbyChristine<ChristineWillou�hby@collier�ov.net> Subject: RE: Emailing -PRE-APP NOTES FOR PL20170002979 Christine: One more question on this project: Can you tell me what the County considers as demo based on the Berkshire Lakes Built Out agreement? Does the entire building need to be demolished or can they take it down to the shell and reskin the building? Thank you. Kelly Pearce Project Coordinator CPH 2216 Altamont Avenue Fort Myers, FL 33901 (239) 332-5499 x 3206 Please note our a -mail address and website have changed New a -mail: kpearce(a�cphcorp.com New website: www.cphcorp.com From: Lockhart, Joshua (P.E.) Sent: Tuesday, July 11, 2017 4:17 PM To: Pearce, Kelly Subject: FW: Emailing -PRE-APP NOTES FOR PL20170002979 Joshua D. Lockhart, P.E., LEED AP Vice PresidenbAssociate CPH 239.332.5499 ext 3203 E-mail: jlockhart(cr�.cphcorp.com Website: www.cphcorp.com From: WilloughbyChristine[mailto:ChristineWilloughby@colliergov.net] Sent: Friday, June 23, 2017 8:52 AM To: Lockhart, Joshua (P.E.) Subject: Emailing -PRE-APP NOTES FOR PL20170002979 CI�Y%st%we w%I,I,ouc�l�b� Senior Planner Development Review Division Growth Management Department O T -� i�11'L#t3' d „� � � �� ^,, �� r Mei�,� .;) V^' �., � /'/I r �rf �� ... / tv ' 4, ORDINANCE N0. 98- 5 AN ORDINANCE AMENDING ORDINANCE 83-96, AS AMENDED, FOR THE BERKSHIRE LAY,ES PLANNED UNIT DEVELOPMENT (PUD), BY PROVIDING FOR: SECTION ONE: AMENDMENTS TO SUBSECTION 5.02.A., z PERMITTED USES AND STRUCTURES TO ADD -� PERSONAL SELF STORAGE CENTERS AS A PERMITTED USE; SECTION TWO: AMENDMENTS TO SUBSECTION o 5.03., PROPERTY DEVELOPMENT REGULATIONS TO ADD LANDSCAPE REQUIP.EMENTS AND TO ADD A v SECTION ENTITLED PERSONAL SELF STORAGE m CENTERS; AND BY PROVIDING FOR AN EFFECTIVE DATE. c.-- c, -t 1 n.: f Y .o � cn c: WHEREAS, on August 16, 1983, the Board of County Commissioners approved Ordinance Number 83-96, which established the Berkshire Lakes Planned Unit Development (PUD); and WHEREAS, Michael R. Fernandez, of Planning Development Incorporated representing Coast Communities Corporation, a Florida Corporation, petitioned the Board of County Commissioners of Collier County, Florida to amend Ordinance Number 83-46,as amended, as set forth below: NOW, THEREFORE BE IT ORDAINED, by the Board of County Commissioners of Collier County, Florida: SECTION ONE: AMENDMENT TO SUB -SECTION 5.02.A. - PERMITTED USES AND STRUCTURES Subsection 5.02.A.15, Permitted Uses and Structures, of the Berkshire Lakes Planned Unit Development (Ordinance 83-46, as amended), is hereby amended to read as follows: 15. Paint and wallpaper stores; personal self -storage centers in accordance with Section 5.03.09 of this document; pet shops; pet supply shops; photographic equipment shops; pottery stores; printing, publishing and mimeograph service shops; private clubs; professional offices. SECTION TWO: AMENDMENT TO SUBSECTION 5.03, PROPERTY DEVELOPMENT D Y`(_f 7T TTTl1 AtC Subsection 5.03. Property Development Regulations, of the Berkshire Lakes Planned Unit Development (Ordinance 83-46 as amended), is hereby amended to add landscaping regulations to Section 5.03.07 Special Property Development Regulations and to add a section entitled Regulations for Personal Self -Storage Centers (5.03.09) to read as follows: 5.03.07 Special Property Development Regulations: a. Landscaping, buffer areas and supplementary district zoning regulations that may be applicable to certain uses above shall be adhered to unless in conflict with � Words struck through are deleted; words underlined are added. -1- any of the intent or the provisions specified herein. b. Merchandise storage and display. Unless specifically permitted for a given use, outside storage or display of merchandise is prohibited. c. Required R/W Landscape Buffer for Out Parcels Graphically Depicted on Master Site Plan Exhibit "MSP-1 and MSP-1.2" of this document. The required landscape buffer shall be improved with the • following: One (1) shade tree per 25 feet with a minimum height at installation of 19 feet and additionally an average of one (1) palm per 15 feet with a minimum of 16 feet and averaging 18 feet in height at installation. A continuous hedge with a minimum of height at installation of 36 inches. The hedge shall be serpentine in plan. This hedge shall minimally meet the spacing and native species requirement of the Collier County Land Development Code Division 2.4. A flowing line of flowering shrubs or annuals shall be installed fac:.ng the public right-of-way, parallel to the required hedge. The Collier County Land Development Code native species requirements shall be applicable to these additional plantings. 5.03.09 Regulations for Personal Self -Storage Centers P^_rsonal self storage facilities with may operate from 7.00 am and 8.00 pm. Individual businesses within the personal self storage center are prohibited. Commercial transactions wi*.hin or from the personal self storage units is prohibited. Signs which identify or link storage units to commercial uses is strictly prohibited. There shall be no access or openings for storage purposes from building elevations immediately adjacent the perimeter boundaries of the parcel to be developed as a personal self storage facility. This permitted use shall be limited to the commercial trac located on the northwest corner of Santa Barbara and Davis Boulevards subject to the following additional development standards: 1. Landscaped Open Space: 30 percent minimum 2. Landscaped Buffers: A. Adjacent Golf Course/Lakes or Utility Facilities: 25 foot minimum width and no pavement areas between Qroperty line and principal structures. Within this buffer, when adjacent to lake frontage, a 4 foot berm shall be created adjacent to any building. One (1) shade tree per 25 feet with a minimum height at installation of 14 feet and additionally an average of 1 palm per 15 feet with a minimurn height of 16 feet and averaging 18 feet in height at installation. Words struck through are deleted; words underlined are added. � -2- A continuous hedge with a minimum height at installation of 4 feet; to achieve a height ar�d be maintained at a minimum height of 6 feet within 3 years. Hedge layout shall be curvilinear in plan layout and sha].1 be supplemented by flowering shrubs. Placement of mechanical equipment within this buffer is prohibited. B. Interior Parcel Boundaries 15 foot minimum width. One (1) shade tree per 25 feet with a minimum height at installation of 14 feet and additionally an average of 1 palm per 15 feet with a minimum height of 16 feet and averaging 18 feet in heioht at installation. A continuous hedge with a minimum height at installation of 9 feet; to achieve a height and be maintained at a minimum of 6 feet within 3 years. C. Adjacent Rights -of -Way The required landscape buffer shall be improved with the following: One (1) shade tree per 25 feet with a minimum height at installation of 14 feet and additionally an average of one (1) palm per 15 feet with a minimum heioht of 16 feet and averaoino 18 feet in heioht at installation. A continuous hedge with a minimum height at installation of 36 inches. The hedcLe layout shall be serpentine in plan. This hedge shall minimally meet the spacing and native species requirement of the Collier County Land Development Code, Division 2.9. A flowing line of flowering shrubs or annuals shall be installed facing the public right-of-way, parallel to the required hedge. The Collier County Land Development Code native species requirements shall not be applicable to these additional elantings. 3. Master Site Plan The Site Development Plan (SDP) submitted for approval shall generally be consistent with Master Site Plan Exhibit "MSP-1 and MSP-1.1" of this Document. The proposed structures may be phased. The landscape buffers at the perimeter of the proposed development shall all be installed during the initial phase of project. Development of the out parcels as an extension of the graphically depicted personal self storage facility or as an additional personal self storage use is prohibited. Words struck through are deleted; words underlined are added. -3- r 1 U 4. Architectural Theme The project's perimeter buildings shall have an architectural theme which shall be generally consistent with the 8.5 x 11 inch copies of the artist's depiction renderings "A -Lake View", "A.1-Landscape Buffer Section" "B-Santa Barbara View" and "C - Median Signage" of the proposed development including articulated stucco walls and a combination of roofed areas (parapet walls and dimensional roofed areas). There shall be no access, for storage purposes, along the perimeter elevations adjacent to the project's perimeter buffers. Any roof -mounted mechanical equipment shall be a rchitectiarally screened from the view of the residential units across the lake and golf course. Any roof mounted air conditioning equipment shall be baffled to minimize noise inward from the project's perimeter. 5. Fencing Within Buffer Areas Fencing when utilized, except at entries, shall be integrated within the project's perimeter hedge and the hedge shall be maintained at the same minimum height as the fence to visually screen it from the exterior of the project. Gates at the entry be architecturally designed to be compatible with the general architectural theme of the project. The existing perimeter fencing shall be moved at the time_ of development of the project's landscaped buffer. 6. Lighting Lighting fixtures shall be installed to shield the lake the golf course and the residential areas beyond these areas. Except for the limited parking area located adjacent to the office visible from Davis Boulevard. mounted on the buildings. Pole fixtures shall not exceed 16 feet in height. 7. Intensity of Development The gross building area is limited to a maximum of 130,000 square feet. SECTION THREE: EFFECTIVE DATE This Ordinance shall become effective upon filing with the Department of State. Words truck through are deleted; words �der�ined are added. -4- PASSED AND DULY ADOPTED by the Board of County Commissioners of Collier County, Florida, this _S.� day of 1998. ATTEST: .' !, DWIGHT, .E: ';B$OCKr, �'ELERK i �� ' APPROVED AS TO FORM AND LEGAL'SUFFIC.IEN�Y: ,�� MA E M. STUDENT ASSI ANT COUNTY ATTORNEY f/ron/Heckettice Lakee PVD BOARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA �� \ �� . —��t : `. This ordinonce fi�rcf wlth the Secretory of St te's Office the �tlay of � /99� and ocknowledg�:ment of tHnr filin received �S�y of 8��.(� _dam•-,� D.n�n cw� Words struck through are deleted; words underlined are added. -5- fff4 e I }' � r. °�i ,. ., _. '•' . , � _. .,..,..ate -- " --- - � . _ " .. ♦. �� f �, Imo. ¢ � �. � r ... �,. :.. '� ., , . _-�•' „f�;,,. x.. , i1� raj .�j �t�ai`�' �� -:.ir.'r��.,�,� l` . ", i1�''� '' ' .� .. • Lam. s.� �' _ \ � ,' � }_ fi. _ .. .sue �+ - �� ". � � w�� -�- � {- _ ,^ �_ �=-�-�` —r-: a --:_�..:�— �.r.�-' rye-s...— y •�?:�..c.� .� -v,r•►'.' � ire yic,�„�..+.o�..r..." _ "►'. ,�,.s,. ems— s�-"�"."r-- ---'�'r _ - � .' ') ;!� a it �.,.�f� - 7�� i ,fir. _ _ ^�� z�¢r �trf{ r�T• � i t �, + -!�ir...�.:iiti. Z - .. �...- y� _ - .,� -.ircei t�j. __ ,;�.. f - ,� "'"- � i � ,. � ► ir..,� .� -- �• r _.. �. .- -� � '�� .: -, �. a' _ ...' a o STATE OF FLORIDA) COUNTY OF COLLIER) I, DWIGHT E. BROCK, Clerk of Courts in and for the Twentieth Judicial Circuit, Collier County, Florida, do hereby certify that the foregoing is a true copy of: ORDINANCE N0. 98-5 Which was adopted by the Board of County Commissioners on the 13th day of January, 1998, during Regular Session. WITNESS my hand and the official seal of the Board of County Commissioners of Collier County, Florida, this 15th day of January, 1998. ,. , , ,� . DWIGHT E. BROCK .' Clerk of Courts and Clezk Ex-officio to Board .of County Commissiof�e s. L , y: Maureen Kenyon ' Deputy Clerk ' 10.02.03 - Requirements for Site Development, Site Improvement Plans and Amendments thereof A. Generally. Purpose. The intent of this section is to ensure compliance with the appropriate land development regulations prior to the issuance of a building permit. This section is further intended to ensure that the proposed development complies with fundamental planning and design principles such as: consistency with the county's growth management plan; the layout, arrangement of buildings ,architectural design and open spaces ;the configuration of the traffic circulation system, including driveways ,traffic calming devices, parking areas and emergency access ;the availability and capacity of drainage and utility facilities; and, overall compatibility with adjacent development within the jurisdiction of Collier County and consideration of natural resources and proposed impacts on those resources. Applicability. All development ,except as identified in LDC section 10.02.03 A.3, is subject to the provisions of this section. a. No building permit or certificate of occupancy shall be issued except in compliance with the approved site development plan ,site improvement plan, amendment thereof, or pursuant to an approved Early Construction Authorization permit. b. No final local development order shall be issued or renewed for any regulated development that would allow development or change in use in violation of the LDC. c. All final local development orders issued in violation of the LDC are deemed invalid, and shall not confirm or vest any development right or property interest on the owner/operator or regulated development . d. Violation of the terms identified in the approved site development plan, site improvement plan, and amendments thereof shall constitute a violation of the LDC. Exemptions from Site Development Plans and Site Improvement Plans. While the following land use activities shall be exempt from the provisions of LDC section 10.02.03, they are not exempt from other provisions of the LDC such as, but not limited to, landscaping, tree removal, development standards, and the submission requirements attendant to obtaining temporary use and building permits, unless otherwise stated in subsection 10.02.03 A.3. a. Single-family detached and two-family housing structures) on a lots) of record except as otherwise provided at section 4.02.02 (cluster development ). b. Townhouses developed on fee simple lots under individual ownership, provided that a fee simple townhouse plat is approved in accordance with the provisions of LDC subsection 10.02.04 B.2.a.4 c. Underground construction; utilities, communications and similar underground construction type activities. d. Accessory and ancillary facilities for a golf course such as restrooms, irrigation systems, pump -houses where an early work authorization has been entered into with the county except where a land alteration permit is required by the LDC. e. Construction trailers and storage of equipment and materials following issuance of a building permit for the use to which said activities are a function of, pursuant to LDC subsection 5.04.03. Model homes and sales centers, except as otherwise provided by LDC section 5.04.04. f. Project entryway signs, walls, and gates. g. Signage proposed for the project in conformity with LDC section 5.06.00, sign regulations and standards. h. Neighborhood parks ,subject to the approval of a conceptual site plan depicting, on a 24" by 36" sheet, all site clearing; improvements, including fences and walls, playground equipment, walkways, picnic areas, and play areas; and minimum Code landscaping (irrigation will not be required). For the purposes of review fees only, this plan shall be treated as a conceptual site development plan ,and the applicable review fee shall apply. Minimum landscape buffering .Under certain circumstances with neighborhood parks , there may be underlying health, safety and welfare concerns that necessitate deviation from the buffering required in section 4.06.02. The County Manager or designee will determine, on a case -by -case basis, whether such deviation is necessary. This determination will be made upon a request for determination from the applicant ,which must include all reasons that would justify the deviation. The County Manager or designee will use factors including, but not limited to, the following when making a determination for deviation: (a) The geographic location of the neighborhood park ; (b) The effects that a lack of buffering will have on neighboring uses; and (c) The need to ensure that the public safety is maintained by providing law enforcement and other policing entities clear view of the activities occurring on the park premises. 4. Agricultural Exemptions. Due to its location or minimal impact on surrounding properties and probable minimal impacts under the site development plan review standards contained in section 10.02.03 B., standard application requirements as described in section 10.02.03 D., may be waived in part or in full by the County Manager or designee for agriculturally related development as identified in the permitted and accessory uses section of the rural agricultural zoning district; however, a site improvement plan as required by section 10.02.03 E. addressing the application requirements deemed necessary by the County Manager or designee shall be submitted to the Planning and Zoning Department for review and approval. 5. School Board ReviewExemption. a. School board review ("SBR') application contents. The SBR application submittal will be in accordance with section 10.02.03 of the Code, but will be accorded an expedited process as outlined in the Manual for County Consistency and Site Plan Reviews of educational facilities and ancillary plants , as may be amended by agreement between the Board of County Commissioners and the Collier County School Board. This document is available in the Records Room of the Community Development and Environmental Services Building. b. The expedited site plan for school board review , as referenced in section 10.02.03 A.3.a. of the Land Development Code, will consist of the following areas of review: i. Collier County Utilities Standards and Procedures, Ordinance No. 01-57, as may be amended. In accordance with this Ordinance, the following requirements must be met: (a) That portion of the water and/or wastewater system that lies in the public rights - of -way or in County utility easements ("CUE") shall be conveyed to the Collier County Water/Sewer District prior to the issuance of the certificate of occupancy. (b) All water and wastewater systems shall be built in accordance with the Collier County Utility Technical Standards Manual in effect at the time a SBR Letter of Compliance is requested. (c) Chapters 3 and 10 of the code designed to protect local government water supply wellfields from land uses that may pollute shall apply. (d) Off -site improvements shall be in accordance with the current update of the Water and Wastewater Master Plan and must include any agreement necessary to assign the responsibility for the cost of upsizing said water and/or wastewater facilities. (e) The School District shall be responsible for all materials and/or real property required for the water and/or wastewater system. Any expansions and/or renovations to existing school facilities shall require a review by the Collier County Engineering Services Department to determine the need for a change in meter sizing and additional grease traps. (f) South Florida Water Management District (SFWMD) permits shall be submitted prior to the issuance of an SBR approval. ii. Compatibility review. The County will conduct a compatibility review that will take into account the Architectural and Site Design Standards contained within Section 5.05.08 of the LDC in effect at the time a SBR Letter of Compliance is requested and that pertain to issues of compatibility with surrounding uses, complementary patterns of development and mitigation of negative impacts, limited to compatibility issues, external sidewalks and pathway connections, lighting, dumpster location and screening and orientation of buildings and ancillary facilities. In addition, The Utility Billing and Customer Service ("UBCS") Department shall ascertain that there is ample space for the trash dumpster(s) or compactors) and for the trash collection franchisee to maneuver trucks in and out of the space allowed for the dumpster(s) or compactor(s). With the exception of high school facilities, this compatibility review will be a courtesy review. For high school facilities, this will be a formal review process and is subject to the appeal process set forth in this section 10.02.03(A)(3)(c) of the Code in the event that the County denies the application based on non-compliance with the items listed in this paragraph. iii. Landscaping and buffering.. Chapter 4.06.00 of the Code in effect at the time a SBR Letter of Compliance is requested shall apply. The County Planning Staff will recommend an amendment to the code allowing administrative deviations from the landscaping and buffering standards for essential services such as Educational and ancillary plants .Specifically, the County will recommend flexibility in the regulations for projects where there will be joint use by the County Department of Parks and Recreation and the School District. In the event that the BCC approves the recommended amendment, administrative deviations may be granted provided the School District can demonstrate that the intent of this section can be effectively accomplished without meeting the specific development standards. The reasons for deviations are set forth in this Chapter 10 of the code, but the deviation shall be in the format required by Section 5.05.08 of the code. iv. Environmental regulations for compliance with the Collier County GMP Conservation and Coastal Management Element in effect at the time a SBR Letter of Compliance is requested shall apply as follows: (a) On a site by site basis, County Staff will determine the necessity for an environmental impact statement ("EIS") to be submitted. (b) The final SFWMD Environmental Resource Permit and all other agency permits for wetlands must be submitted prior to a determination that the SBR application is sufficient for review. (c) Submission of Protected Species Surveys and, if needed, wildlife management plans in accordance with the code and the GMP in effect at the time of the issuance of the SBR Letter of Compliance along with United States Fish and Wildlife Service ("USFWS") and the Florida Fish and Wildlife Conservation Commission ("FFWCC") agency permits. (d) A site clearing plan must be submitted that shows the native vegetation areas to be preserved and identifies the upland/ wetlands preserve or protected species preserves. (e) The GMP and LDC section 3.05.07 requires schools to provide a set percentage for native vegetation preservation in the Rural Fringe and the Rural Lands. The School Board must comply with the set percentages of native vegetation preservation. (f) An exotic vegetation Removal and Maintenance Plan must be submitted and approved prior to final SBR approval. All exotic vegetation shall be removed from the site of an Educational and ancillary plant prior to the issuance of a Certificate of Occupancy. (g) All environmental documentation must be submitted prior to a sufficiency determination on a SBR application. Failure to submit the required documentation will result in a determination of insufficiency and the formal review process will not commence until such documentation is received and the application is deemed sufficient for review. All State Fire Code regulations as they relate to the site plan and in effect at the time that a SBR Letter of Compliance is requested shall apply. The School District shall submit all building information necessary to determine site requirements including, but not limited to, fire flow requirements and fire sprinkler requirements. vi. Collier County Stormwater Management Policies as follows: (a) A Drainage Plan, signed and sealed by a Florida Professional Engineer must be submitted along with design calculations in order to determine the proposed development's effect on County maintained drainage facilities . (b) SFWMD permits must be submitted prior to a determination that the SBR application is sufficient for review. (c) Easements for drainage improvements and access to them must be submitted prior to SBR approval. When necessary, the School Board will supply additional drainage easement area when necessitated by increased capacity to accommodate the proposed development . (d) If any dedications of easements for drainage, maintenance, and/or access are required, all necessary documentation to record the easement (s) shall be provided to the County prior to approval of the SBR. Prior to the County's issuance of the Certificate of Occupancy, such easements shall be approved by the BCC and officially recorded. (e) All proposed development activities will be fully in compliance with the Interim Watershed Management regulations of LDC section 3.07.00. vii. Public educational plants and ancillary plants are deemed to be essential public services and as such are subject to a Capital Improvement Element ("CIE") review for a public facility adequacy analysis. viii. Minimum yard setback requirements shall be 50 feet from all property lines for principal structures and 25 feet from all property lines for any accessory structures including portable classrooms. ix. Off -Site Impacts. In accordance with Section 6 of the Interlocal Agreement for Public School Facility Planning, the School District and the County will jointly determine the need for, and timing of, on -site and off -site infrastructure improvements in conjunction with the determination of the consistency of the site location with the GMP and the code, and will enter into a written agreement at the preapplication stage, as to the timing and location, and the entity or entities responsible for the cost, construction, operation and maintenance of the required improvements. In reaching a determination regarding responsibility for improvements, the parties will be guided as follows: (a) The School District shall be responsible for off -site improvements that are determined to be necessary to mitigate the off -site impacts of the educational plant or ancillary plant .The improvements shall be constructed by the School Board at the School District's expense, unless the School District requests otherwise in writing and the County determines and agrees otherwise in writing. The School District shall not be required to pay more than its proportionate share of the cost of the off -site improvements necessitated by the educational plant or ancillary plant .Off -site improvements include, but are not necessarily limited to, the widening of adjacent roadways and the infrastructure relevant to same when necessitated to accommodate buses (if needed); construction of required deceleration turn lanes) at ingresses) and egresses) points and at any intersections within the immediate vicinity of the school site which are adversely impacted as a direct result of the same; and any other improvements determined to be necessary by Collier County Transportation Services Division and the Public Utilities Division. (b) Turn Lanes. The School District will be responsible for turn lane improvements adjacent to and/or in the vicinity of a site, including the cost and construction of same. Necessary turn lane improvements) determined by Collier County Transportation Staff shall be in place prior to issuance of the first permanent certificate of occupancy. When said turn lane improvement(s), whether left turn lanes) or right turn lane(s), are determined to be necessary, right-of-way and/or compensating right-of-way shall be provided in conjunction with said improvement(s), as determined by Collier County Transportation Staff. All turn lane design criteria used shall be in accordance with the minimum standards as adopted by the Florida Department of Transportation ("FDOT") Design Standards as required by Chapter 316, Florida Statutes, as may be amended. The turn lane queue length determinations shall be in accordance with the criteria/calculations of Chapter 17 within the Highway Capacity Manual. In conducting the aforementioned criteria/calculations the length of school buses must be considered to adequately address the turn lane queue length determinations. (c) Sidewalks . As part of the SBR process, the School Board and the County will develop a sidewalk plan which delineates the sidewalks that are necessary in and around the project to establish the most direct connection to an existing network of sidewalks .The School Board shall collect funds through school impact fees to provide for the development of these sidewalks as delineated in the sidewalk plan. The School Board shall provide funds from these impact fees to the County. The County will be responsible for the timing, cost, construction, and maintenance of such sidewalks . (d) The School District shall be responsible for the costs of any and all traffic signals) constructed due to and/or as a result of the impacts from an educational plant or ancillary plant ,when it is determined to be warranted and approved by Collier County Transportation Staff. When warranted, upon the completion of the installation, inspection, burn -in period, and final approval/acceptance of the traffic signal(s), the traffic signals) will be turned over to the County, and will then be operated and maintained by the County Transportation and Operations Department. Any negotiations relevant to "fair share" payment(s), or reimbursement(s), from any and all other neighboring property owner(s), that directly benefit from the installation of the traffic signals) will be determined based upon percentage of usage and impact. (e) All traffic control devices and design criteria used shall be in accordance with the minimum standards and any amendments thereto as adopted by the FDOT, as required by Chapter 316, Florida Statutes. (f) All traffic speed limit postings shall be in accordance with the minimum standards and any amendments thereto as adopted by the FDOT, and the Speed Zoning Manual as adopted by the FDOT and as required by Chapter 316, Florida Statutes. (g) The design of all transportation related improvements shall comply with the minimum standards and any amendments thereto as adopted by the FDOT, and as required by Chapter 316, Florida Statutes. (h) Any off -site improvements to be constructed by the School District, even though not required by the County, shall be subject to review by the Collier County Transportation Staff prior to construction to assure compliance with County regulations. (i) In the event the School District proposes to expand an existing school site, Collier County Transportation Staff shall make its recommendations as to improvements required to mitigate the off -site transportation impacts, but only as they related to such expansion. c. School board review ("SBR") process. The SBR for School Board projects shall be reviewed under the following expedited process: i. The SBR application will be reviewed only as to the criteria set forth in section 10.02.03 A.3.a. ii. The SBR application submittal must be in accordance with section 10.02.03 of the Code, but only as to those submittal requirements which are consistent with the review criteria set out in section 10.02.03 A.3. The parties will develop a checklist that defines the items to be submitted for a SBR review application. iv. Prior to commencing construction or site preparation, the School District shall request a pre -application meeting with the County. The County will schedule apre-application meeting with the School District within 3 weeks of a request being submitted to the County. (a) The County will review the development proposal for compliance with the Letter of Consistency. (b) The parties will discuss and enter into a written agreement as to the timing and location and the entity or entities responsible for the cost, construction, operation and maintenance of the required off -site improvements. Any requirement that the BCC approve this written agreement at a public hearing is not a prerequisite to the School Board's ability to proceed with any County review that may be required by the code or the interlocal agreement. At least 120 days before commencing construction or site preparation, the School Board shall submit the SBR plan for the proposed educational plant or ancillary plant to the County for SBR approval. (a) The County will have 14 days to determine whether the submittal is complete and sufficient. If the application package is not sufficient for review, the County will request additional information from the School District. (b) Once the application package is sufficient, the County shall have 90 days to complete the review and issue a Letter of Compliance. The 90 days may be extended upon agreement of the County and the School District. Once an affirmative decision has been rendered, the School District may obtain building permits and commence construction. (c) Failure by the County to issue a Letter of Compliance within 90 days after determining the application package is sufficient for review shall be considered an approval. However, if within the 90 days the County denies the application based on non-compliance with the relevant standards of the code, the SBR shall be considered denied and the School District is authorized to pursue an appeal. vi. Letter of Compliance. After the expedited review and the County's determination of compliance with the terms of the Code and the interlocal agreement, the County Manager or his designee, or his designee, shall issue a Letter of Compliance, which shall evidence the County's approval of the SBR. In the event that there is disagreement as to the School District's compliance with any site plan requirement set forth in this section, the County Manager or his designee shall, at the request of the School District Superintendent's designee, provide the County's determination and the basis of it in writing to the Superintendent's designee. Absent further successful negotiation on the issues, the School District shall be authorized to appeal the decision of the County Manager or his designee as described in the Appeals process below. vii. The parties agree that the School District shall not request reviews and that County review is not requested or required for the following: (a) The placement of temporary or portable classroom facilities; or (b) Proposed renovation or construction on existing school sites, with the exception of construction that: (i) changes the primary use of a facility; (ii) includes a stadium; (iii) results in a greater than 5 percent increase in K-12 student capacity; or (iv) encroaches upon the established setbacks as set forth in this Agreement. viii. Should the School Board place temporary or portable classrooms on a site, the School Board will supply additional data to the Fire Code Office for review pursuant to Rule 4A-58, Florida Administrative Code. In addition, the School Board will supply the Public Utilities Division with additional data on temporary and portable classroom facilities relative to concurrency issues related to water and sewer capacity and to the proper sizing of water meters and grease traps. No other reviews will be required for temporary or portable classroom facilities. ix. SBR and consistency review Fees. The County will develop a review fee for the processing of the SBR and consistency review applications submitted by the School Board. The School Board will pay standard County review fees for all other related project review services. x. Appeals. In the event that the County denies the application based on non-compliance with relevant standards of the code and the interlocal, or in the event that the Superintendent's designee and the County Manager or his designee disagree regarding the interpretation of the code provisions, the School District may request an appeal to the BCC. However, appeals regarding issues pertaining to the Fire Code will be made to the Board of Appeals and Adjustments under the established procedures for this Board. (a) The request for appeal shall be filed in writing with the County Manager or his designee and must state the basis for the appeal accompanied by any pertinent information, exhibits and other backup information in support of the appeal. (b) The BCC shall hold an advertised public hearing on the appeal and must consider the decision of the County Manager or his designee, the position of the School District and public testimony. If the BCC upholds the decision of the County Manager or his designee, the School District will then be authorized to pursue any legally available action or remedy to resolve this matter. If the BCC supports the position of the School District, the BCC will direct the County Manager or his designee, or his designee, to issue a Letter of Compliance that is consistent with the findings and conclusions made by the BCC at the appeal hearing. d. Consistency review. The following process will be followed with respect to future educational plant and ancillary plant sites, prior to acquisition, for both the determination of consistency with the Collier County GMP locational criteria and whether the Plant is a permitted use, conditional use or prohibited use in the zoning district on the site. Consistency with all other Elements of the GMP will be reviewed during the aforementioned SBR process. The consistency review will be conducted as follows: (a) Prior to the purchase of a site for an Educational or ancillary plant ,the school district will request apre-application meeting with the County. (b) The County will schedule apre-application meeting with the School District within 3 weeks of a request being submitted to the County. (c) The County will review the proposed site for consistency with the FLUE, GGAMP, TAMP, as well as the LDC and fundamental planning and design principles including compatibility with surrounding uses, complimentary pattern of development landscaping and buffer ing concerns, stormwater management, configuration of the traffic circulation systems, consideration of natural resources and mitigation of on -site and off -site negative impacts. The County will provide a consistency determination based only on the locational criteria of the FLUE and whether the Plant is a permitted use, conditional use or prohibited use in the zoning district on the site. Consistency with all other Elements of the GMP will be determined during the SBR Review process. The following additional information will be submitted to determine major issues that may affect site feasibility: (i) Land Use. A general location map showing surrounding development with the property outlined, a recent aerial of the site showing boundaries, source and date and a map and summary table of existing land uses and zoning within a radius of 300 feet from the boundaries of the subject property. (ii) Future Land Use Designation. A map of the subject property designating each use, such as elementary, middle, or high school and whether such use includes a stadium, with acreage tables for each land use designation. (iii) Environmental. A recent aerial and summary table of native habitats and soils occurring on the site; a table of Federal and State listed plant and animal species known to occur on the site and/or known to inhabit biological communities similar to the site. (iv) Growth Management. Identification of any Area of Critical State Concern and development of Regional Impact. (v) Timing and Impact of development .Indication of whether the proposed site is intended for inclusion in the School Board's capital plan projection and if so, identification of the year. (vi) Public Facilities and Transportation. The School Board will indicate the proposed existing level of service Standards (LOS) and the School Board's provider and method of treatment for potable water and sanitary sewer services, Arterial and collector roads ,drainage and solid waste facilities. Where applicable, service availability letters will also be provided. The School Board will provide a map detailing the location of existing services and public utilities that will served the proposed site. (vii) The School Board will identify any flood zone, wellfield, traffic congestion boundary, coastal management boundary and high noise contours which relate to the proposed site. (d) Within 45 days of the submission of the information outlined in Section 10.02.03 A.3.d. i.(c) of this Code, the County will provide written comments and recommendations to the School District along with a determination of the site's consistency with the GMP locational criteria and LDC zoning districts. Necessary on -site and off -site improvements will be identified for these sites and the parties responsible for these improvements to the extent this can be determined during this locational consistency review . (e) Letter of Consistency. After the County review, the County Manager or his designee, or his designee, shall issue a Letter of Consistency for the GMP locational criteria and whether the Plant is a permitted use, conditional use or prohibited use in the zoning district on the site, which shall evidence the County's determination of consistency as required by Section 1013.33(11) Florida Statutes. (f) After the County has determined that the site is consistent with the GMP locational criteria and LDC zoning districts, the School District shall have up to 1 year to acquire the site. Once the site is acquired, the site shall be deemed to remain consistent regardless of later changes to either the GMP or LDC. (g) After the School District acquires the site and provides the necessary documentation for the County to initiate an amendment to the GMP, the County and School District will enter into a written agreement as part of the pre - application process detailed in section 10.02.03 A.3.c.iv.(6) of the code, as to the timing and location, and the entity or entities responsible for construction, operation and maintenance of the required improvements. B. Standards for Site Development and Site Improvement Plans. The County Manager or designee shall review and consider all site development plans and site improvement plans in accordance with the following standards: Statements regarding ownership and control of the property and the development as well as sufficiency of conditions regarding ownership and control, use and permanent maintenance of common open space ,common facilities, conservation/preservation areas, or common lands to ensure the preservation of such lands and facilities will not become a future liability of the county. Development compliance with all appropriate zoning regulations and the growth management plan. The ingress and egress to the proposed development and its improvements, vehicular and pedestrian safety, separation of vehicular traffic from pedestrian and other traffic, traffic flow and control, traffic calming devices, provision of services and servicing of utilities and refuse collection, and access in the case of fire or catastrophe, or other emergency. Notwithstanding the requirement to comply with the foregoing provisions, the depiction on a PUD master plan or description of access or location of access points in a PUD ordinance, does not authorize or vest access to the major road system. The location, design, capacity, or routing of traffic for any specific access point will be determined by, and must comply with, the regulations for site development in effect at the time of site development plan approval. 3. The location and relationship of parking and loading facilities to thoroughfares and internal traffic patterns within the proposed development ,considering vehicular and pedestrian safety, traffic flow and control, access in case of fire or catastrophe, screening and landscaping. 4. Adequacy of recreational facilities and open spaces considering the size, location, and development of these areas with regard to adequacy, effect on adjacent and nearby properties as well as uses within the proposed development ,and the relationship to community -wide open spaces and recreation facilities. Adequacy of the proposed landscape screens and buffers considering preservation of the development's internal land uses as well as compatibility with adjacent land uses. applicant's engineer shall provide a completion certificate as to the improvements, together with all applicable items referenced in LDC section 10.02.05 B.2. Upon a satisfactory inspection of the improvements, a certificate of occupancy may then be issued. Site plan with deviations for redevelopment projects. 1. Purpose. A site plan with deviations shall provide a means for a redevelopment project to seek dimensional deviations, excluding height, 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 . 2. Applicability. A site plan with deviations may be requested for the redevelopment of a site which meets the criteria for a site development plan ,site development plan amendment or a site improvement plan as established in LDC section 10.02.03. Except for the requested deviations, the site development plan or site improvement plan shall comply with LDC section 10.02.03. For purposes of this section, "Redevelopment" shall mean the renovation, restoration, or remodeling of a building or structure , or required infrastructure, in whole or in part, where the existing buildings ,structures or infrastructure were legally built and installed. 3. Application. The Administrative Code shall establish the process and submittal requirements for a site plan with deviations for redevelopment projects application. a. Requested deviations shall be clearly delineated and justified in the petition. Project enhancements to offset or minimize the deviations shall also be clearly stated. b. Projects subject to the provisions of LDC section 5.05.08 shall submit architectural drawings that are signed and sealed by a licensed architect registered in the State of Florida. c. The site construction plans shall be signed and sealed by the applicant's professional engineer, licensed to practice in the State of Florida. d. The landscaping plans shall be signed and sealed by the applicant's landscape architect, registered in the State of Florida. e. The survey shall be signed and sealed by the applicant's professional surveyor and mapper, registered in the State of Florida. 4. Staff review and recommendation. Based upon evaluation of the factors set forth in LDC section 10.02.03.F.8, County Staff shall prepare a report containing their review findings and a recommendation of approval, approval with conditions, or denial. Public notice. Public notice of the hearing shall be as required by the LDC section 10.03.06 Q and Chapter 6 of the Administrative Code. Public hearing. The Hearing Examiner shall hold at least one public quasi-judicial hearing to review the proposed site plan with deviations. a. Review. The Hearing Examiner shall hear the petition following receipt of the staff report and application by the Office of the Hearing Examiner. At the public hearing, the Hearing Examiner shall consider the applicant's justification for the requested deviations, the staff report, the standards of approval and any other relevant testimony and evidence. b. Decision. The Hearing Examiner shall render a decision to approve, approve with conditions, or deny the requested deviations within 30 days of the public hearing. If approved, or approved with conditions, the decision shall specifically note the deviations and the basis for their approval. A decision by the Hearing Examiner shall be rendered prior to the issuance of the approval letter by the County Manager or designee for the site plan. Standards for approval. The petition shall be reviewed for consistency with the following standards: a. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district. b. The proposed development is consistent with the Growth Management Plan. c. The development shall have a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole. d. The total land area within the development and the area devoted to each functional portion of the development shall be adequate to serve its intended purpose. e. Streets, utilities, drainage facilities, recreation areas, sizes and yards, architectural features, vehicular parking and loading facilities, sight distances, landscaping and buffers shall be appropriate for the particular use involved. f. Visual character of the project shall be equal or better in quality than that required by the development standards for the zoning district. The visual character of the project shall be better in quality than the existing project before redevelopment and after it was first permitted. g. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee. h. Deviations shall be clearly delineated in the petition and shall be the minimum required to achieve the goals of the project and comply with these standards. i. The petitioner has provided enhancements to the development . j. Approval of the deviation will not have an adverse effect on adjacent properties. Timeframe. Time limits for site plans will be pursuant to LDC section 10.02.03 H. G. Amendments and insubstantial changes. Any proposed change or amendment to a previously approved site development plan shall be subject to review and approval by the County Manager or designee. Upon submittal of a plan clearly illustrating the proposed change, the County Manager or designee shall determine whether or not it constitutes a substantial change. In the event the County Manager or designee determines the change is substantial, the applicant shall be required to follow the review procedures set forth for a new site development plan . Site development plan amendments (SDPA). A substantial change, requiring a site development plan amendment, shall be defined as any change which substantially affects existing transportation circulation, parking or building arrangements, drainage, landscaping, buffering, identified preservation/conservation areas and other site development plan considerations. Site development plan insubstantial changes (SDPI). The County Manager or designee shall evaluate the proposed change in relation to the following criteria; for purposes of this section, the insubstantial change procedure shall be acceptable where the following conditions exist with respect to the proposed change: a. There is no South Florida Water Management District permit, or letter of modification, needed for the work and there is no major impact on water management as determined by the Engineering Services Director. b. There is no new access proposed from any public street ,however minimal right-of-way work may be permitted as determined by the Transportation Planning Director. c. There is no addition to existing buildings (air-conditioned space) proposed, however a maximum area of 300 square feet of non -air-conditioned space used for storage, or to house equipment, will be permitted. d. There is no proposed change in building footprint or relocation of any building on site beyond that needed to accommodate storage areas as described in LDC section 10.02.03 G.2.c, above. 5.05.05 -Facilities with Fuel Pumps A. The purpose of this section is to ensure that facilities with fuel pumps do not adversely impact adjacent land uses, especially residential land uses. The high levels of traffic, glare, and intensity of use associated with facilities with fuel pumps particularly those open 24 hours, may be incompatible with surrounding uses, especially residential uses. Therefore, in the interest of protecting the health, safety, and general welfare of the public, the following regulations shall apply to the location, layout, drainage, operation, landscaping, parking, and permitted sales and service activities of facilities with fuel pumps . B. Site design requirements. 1. Table of site design requirements Site Minimum dimensions: Standards Minimum lot area (sq. ft.) 30,000 Minimum lot width (ft.) 150 Minimum lot depth (ft.) 180 Separation from adjacent facilities with fuel pumps (ft.) (based on distance between 500 nearest points) Minimum setbacks ,all structures Front yard (ft.) 50 Side yard (ft.) 40 Rear yard (ft.) 40 Waiver of separation requirements a. The BZA may, by resolution, grant a waiver of part or all of the minimum separation requirements set forth herein if it is demonstrated by the applicant and determined by the BZA that the site proposed for development of a facility with fuel pumps is separated from another facility with fuel pumps by natural or man-made boundaries, structures , or other features which offset or limit the necessity for such minimum distance requirements. The BZA's decision to waive part or all of the distance requirements shall be based upon the following factors: i. Whether the nature and type of natural or man-made boundary, structure, or other feature lying between the proposed establishment and an existing facility with fuel pumps is determined by the BZA to lessen the impact of the proposed facility with fuel pumps .Such boundary, structure , or other feature may include, but is not limited to, lakes, marshes, nondevelopable wetlands ,designated preserve areas, canals, and a minimum of a 4-lane arterial or collector right-of-way . Whether the facility with fuel pumps is only engaged in the servicing of automobiles during regular, daytime business hours, or, if in addition to or in lieu of servicing, the facility with fuel pumps sells food, gasoline, and other convenience items during daytime, nighttime, or on a 24 hour basis. Whether the facility with fuel pumps is located within a shopping center primarily accessed by a driveway , or if it fronts on and is accessed directly from a platted road right-of-way . iv. Whether the granting of the distance waiver will have an adverse impact on adjacent land uses, especially residential land uses. b. The Administrative Code shall establish the submittal requirements for a facility with fuel pumps waiver request. The request for a facility with fuel pumps waiver shall be based on the submittal of the required application, a site plan, and a written market study analysis which justifies a need for the additional facility with fuel pumps in the desired location. c. Additional conditions. The BZA shall have the right to add additional conditions or requirements to its approval of a distance waiver request in order to insure compatibility of the facility with fuel pumps with the surrounding area and the goals and objectives of the GMP. C. Building architecture, site design, lighting, and signage requirements. Building architecture shall meet the requirements of LDC section 5.05.08 in addition to the following requirements: a. All structures on -site shall be of a consistent design and color scheme. b. Canopy standards: Columns must be at least eighteen (18) inches wide on all sides. ii. Under -canopy lights must be fully recessed. iii. Canopies must not be higher than sixteen (16) feet clear. iv. Canopy standards. a) Canopy roofs shall be consistent with the architectural design and features of the principal structure . b) The eave fascia of the canopy shall be of one (1) color, consistent with the predominant color and scheme of the principal structure .Color accent banding on canopy structures is permitted through the Deviations and Alternative Compliance process established in LDC section 5.05.08. c) One of the following shall be applied to the canopy roof or eave fascia: i) Canopy roofs shall provide a slope ratio of 4:12 or higher. A minimum of two roof -edge or parapet line changes are required and shall create three distinct sections. One roof edge or parapet line change shall be provided for every 75 linear feet of the canopy length. Each change shall be a minimum of 20 percent of the canopy length. ii) The eave fascia shall have a projection or recess with a minimum depth of three feet, and a minimum total width of 20 percent of the eave fascia length. One change is required for every 75 linear feet of the canopy length. v. See canopy signage standards in LDC section 5.05.05 C.4, below. Site design standards. a. A dumpster enclosure shall be provided as established in LDC section 5.03.04 and integrated with the design and color scheme of the facility with fuel pumps . b. Trash receptacles) shall be provided at a convenient location on -site to facilitate litter control. c. All restrooms and ATMs shall be located inside the principal structure . Lighting standards. a. All light fixtures shall be directed away from neighboring properties. b. On -site light fixtures shall not exceed a height greater than twenty (20) feet above finished grade . c. On -site luminaries shall be of low level, indirect diffuse type, and shall be between a minimum average of 1.5 foot-candles and a maximum average of 5fnot-candles. d. All light fixtures shall be full cutoff with flat lenses. e. Lighting located underneath the canopy shall be recessed, of indirect diffuse type, and designed to provide light only to the pump island areas located underneath said canopy. f. Under -canopy luminance shall be between a minimum average of 5fnot-candles and a maximum average of 20 foot-candles. 4. Signage for facilities with fuel pumps .The following are the only signs allowed in facilities with fuel pumps and convenience stores with fuel pumps . a. Window, Wall, and other signs: As allowed in LDC section 5.06.00. b. An illuminated corporate logo with a maximum area of 12 square feet shall be allowed on a canopy face which is adjacent to a dedicated street or highway. Otherwise accent lighting and back lighting are prohibited on canopy structures .Color accent banding on canopies may be approved as established in LDC section 5.05.05 C.1.b.iv.(b), above. c. One ground sign shall be permitted for each site and shall be placed within a 200 square foot landscaped area. Height is limited so that the top edge of the sign face is less than eight feet above grade .Maximum permitted area 60 square feet. Said sign shall be consistent with the color scheme and architectural design of the principal structure . d. Signage is prohibited above fuel pumps . D. Supplemental standards for facilities with fuel pumps within 250 feet of residential property. Facilities with fuel pumps shall be subject to the following standards when located within 250 feet of residentially zoned or residentially developed properties, hereinafter referred to as "residential property," as measured from the property line of the facility with fuel pumps to the residential property line. However, a facility with fuel pumps shall be exempt from LDC section 5.05.05 D when it is separated from residential property by a minimum of 100 feet of designated preserve area that is 80 percent opaque and at least 12 feet in height within one year, or a minimum 4-lane arterial or collector right-of-way . 1. Setbacks .All structures shall provide a minimum 50-foot front, side, and rear yard setback from residential property line(s). 2. Landscaping and masonry wall standards. a. Facility with fuel pumps sites shall be separated from residential property by a thirty (30) foot wide landscape buffer and an architecturally designed masonry wall. The masonry wall shall be eight (8) feet in height, centered within the landscape buffer ,and shall use materials similar in color, pattern, and texture to those utilized for the principal structure . The masonry wall shall be located on top of a berm .The berm shall be constructed and maintained at a height of three (3) feet and a maximum slope of 3:1. The berm shall be planted with ground cover. b. Landscaping shall be required on both sides of the masonry wall. On the residential property wall side, a hedgerow consisting of #10 shrubs, spaced three (3) feet on center, and four (4) feet high at planting and five (5) feet high within one year shall be provided. In addition, a row of canopy trees spaced thirty (30) feet on center, and ten (10) feet in height at planting are required. On the facility with fuel pumps wall side, a row of canopy trees, spaced thirty (30) feet on center, and twelve (12) feet in height at planting are required. A hedgerow consisting of #10 shrubs, spaced three (3) feet on center, and four (4) feet high at planting and five (5) feet high within one year shall be provided. Required canopy trees shall be staggered to accommodate the canopy trees on the residential property wall side. 3. Music, amplified sound, and delivery time standards. a. Music and amplified sound shall not be played in the fuel pump area between the hours of 10:00 p.m. and 7:00 a.m. b. Music and amplified sound shall not be audible from the residential property line. c. Deliveries shall be prohibited between the hours of 10:00 p.m. and 7:00 a.m. in the area located between the neighboring residential property and the facility with fuel pumps . 4. Lighting standards. a. On -site lighting. i. All light fixtures shall be directed away from neighboring properties. ii. On -site light fixtures within fifty (50) feet of residential property shall not exceed a height greater than fifteen (15) feet above finished grade .Light fixtures elsewhere shall not exceed a height greater than twenty (20) feet above finished grade . iii. All light fixtures shall be full cutoff with flat lenses. iv. On -site luminaries shall be of low level, indirect diffuse type, and shall be between a minimum average of 1.5 foot-candles and a maximum average of 5fnot-candles. v. Illumination shall not exceed: a) 0.5 foot-candles at all residential property lines; and b) 0.2 foot-candles at ten (10) feet beyond all residential property lines. b. Under -canopy lighting. i. Lighting located underneath the canopy shall be recessed, of indirect diffuse type, and designed to provide light only to the pump island areas located underneath said canopy. ii. Under canopy luminance shall be between a minimum average of 5fnot-candles and a maximum average of 20 foot-candles. 5. Dumpster enclosures. At a minimum, the dumpster enclosure shall be located at a distance from residential property equal to the setback of the principal structure from residential property. 6. See LDC section 5.05.11 for car washes, vacuums, and compressed air stations abutting residential zoning districts. E. The following landscape requirements are in addition to the requirements of section 4.06.00 Landscaping and Buffering. 1. Right-of-way buffer landscaping a. Landscaping adjacent to rights -of -way external to the development project shall be located within a landscape buffer easement which is a minimum of twenty-five (25) feet in width. Water management swales shall not be located within these buffer areas; however, water management facilities such as underground piping shall be permitted. b. An undulating berm with a maximum slope of 3:1 shall be constructed along the entire length of the landscape buffer .The berm shall be constructed and maintained at a minimum average height of three (3) feet. The berm shall be planted with ground cover (other than grass), shrubs, hedges, trees, and palms. c. The required trees and palms shall be clustered in double rows with a minimum of three (3) trees per cluster. Canopy trees shall be planted a maximum of twenty (20) feet on center within a cluster. The use of palms within the right-of-way buffer shall be limited to landscaped areas adjacent to vehicular access points. Palms shall be planted in staggered heights, a minimum of three (3) palms per cluster, spaced at a maximum of eight (8) feet on center, with a minimum of a four (4) foot difference in height between each tree. Exceptions will be made for Roystonea spp. and Phoenix spp. (not including roebelenii) which may be planted one (1) palm per cluster. A maximum distance of twenty- five (25) feet between all types of tree clusters shall be maintained (See Illustration 1 below). d. All of the trees shall be a minimum of fourteen (14) feet in height at the time of installation. Trees shall have a minimum of a three and one-half (3'h) inch caliper at twelve (12) inches above the ground and a six (6) foot spread. At installation, shrubs shall be a minimum of ten (10) gallons, five (5) feet in height, with a three (3) foot spread, planted four (4) feet on center. Landscaping adjacent to all other property lines: a. Landscaping adjacent to all other property lines shall comply with the requirements in LDC section 4.06.02. b. Curbing shall be installed and constructed, consistent with minimum code requirements, between all paved areas and landscape areas. ILLUSTRATION y .. �^,x�. .. i ;2w��9y t,4, ,' c �n.Yn4 �ae "�� _` - �'Y �!! -TREE (TYP.1 �a ,a� w a F�4 1�$a �' � ,� � n�4 0�•�^� Y _. S yyY'ni_ n,ll� CefM ��`p.'w �°a �� 1�'� �':E � BUILDING �� , � 1 Tyr �s"�` � �ddti r aa� � �° 1 1 .,�ii� �� ,:mo � �t� T �� PALM 1TYP.1 G-�= Id;�.l ,"�� 1 � � 2s' WIDE CANOPY # BUFFER f'n � � e�]Er L 1 9a GERM � 3' NT. `�u�f" o''+1 DDUSLE ROW � 20' MAX 10' MIN DISTANCE BETWEEN TREES '?��' FROM EDGE OF PAYEMENi 2D' MAX DISTANCE �w=. P� BETWEEN •o�� CLUSTERS 10' MAX °p �,� �' SPACING �-"<" .a��u� � BETWEEN 1 - � PALMS 26• BUFFER �e � l�.i. �. �`i� a `�`»" .�R� "'��. . Y 2D' R.O.W. SHRUB 8 MA% CpYER BETWEEN EDGE TREE9 MIN. 3 PALM$ PER CLUSTER AT PAVEMENT ENTRANCES PREPARED DY: OFFICE DF GRAPHICS AND TECHNICAL SUPPORT COMMDNITY DEVELOPMENT AND FNVIRd4MENTAL SERYIGES dYISION DATE: 6/40D6 FILE. LDC-2ODa-2owc Illustration 1. Facilities with Fuel Pumps R.O.W. Landscape Requirements F. Storage tanks shall be located below grade . G. There shall be no outside displays of products, stacking of tires, or other merchandise. H. No facility with fuel pumps shall have an entrance or exit for vehicles within 200 feet along the same side of a street as a school ,public playground, child care center ,church ,hospital, public library, or any institution for dependents or for children, except where such property is in another block . I. Each facility with fuel pumps shall provide the necessary infrastructure and pre -wiring in order to provide the capabilities for generator service in case of emergencies. J. In addition to the retail dispensing of automobile fuels and oil, only the following services may be rendered and sales made, except as indicated: 1. Sales and servicing of spark plugs, batteries, distributors, and distributor parts. 2. Sales, mounting, balancing, and repair of tires and wheel alignments, but not recapping of tires. 3. Sales and replacement of water hoses, fan belts, brake fluid, light bulbs, fuses, floor mats, wiper blades, grease retainers, wheel bearings, shock absorbers, mirrors, exhaust systems, and the like. 4. Provision of water, antifreeze, flushing of the cooling system, air conditioning recharge, and the like. 5. Providing and repairing fuel pumps and lines. 6. Minor motor adjustments not involving removal of the head or crankcase. 7. Greasing and lubrication. 8. Sales of cold drinks, candies, tobacco, and similar convenience goods for customers. 9. Provision of road maps and other information. 10. No mechanical work shall be allowed outside of the enclosed areas. 11. Oil drainage pits or appliances for such purpose or repair purposes shall be located within a wholly enclosed building. 12. Uses permissible at a facility with fuel pumps do not include major mechanical and body work, straightening of frames or body parts, steam cleaning, painting, welding, storage of automobiles (except as expressly permitted in subsection 13. below), commercial garage as an accessory use, or other work involving undue noise, glare, fumes, smoke, or other characteristics to an extent greater than normally found in such stations. A facility with fuel pumps is not a facility for the sale of automobile vehicles, a repair garage, a body shop, or a truck stop. 13. The temporary storage of vehicles shall be permitted if the vehicles are to be serviced at the facility with fuel pumps or if the vehicles have been towed by the facility with fuel pumps and are being held for servicing, for an insurance company, or for salvage. Any such vehicle(s), other than those vehicles serviced daily, shall be stored within an area surrounded by an opaque fence not less than six (6) feet high. Said vehicles shall not be stored longer than sixty (60) days. 14. Washing and polishing of automobiles and sale of automobile washing and polishing materials, but this only allows auto detailing as an accessory use .This provision does not allow carwashes except in those zoning districts where a carwash is a permitted use, and where such carwashes shall be subject to criteria specified in the zoning district. K. Exceptions: The site design standards set forth in LDC section 5.05.05 B.1. (table) shall not apply to, nor render non -conforming, any existing facility with fuel pumps or any facility with fuel pumps within a PUD in which a specific architectural rendering and site plan was approved as part of a rezoning action prior to July 5, 1998. The site design standards set forth in LDC section 5.05.05 C. - J. or any other applicable development standard shall apply to existing facilities with fuel pumps pursuant to the provisions of 9.03.00 Nonconformities, and all other applicable sections of the Land Development Code. (Ord. No. 09-43, § 3.A; Ord. No. 10-23, § 3.JJ; Ord. No. 13-56, § 3.S; Ord. No. 15-46, § 2.B) INSTR 4556713 OR 4678 PG 780 RECORDED 5/4/2011 11:33 AM PAGES 16 DWIGHT E. BROCK, CLERK OF THE CIRCUIT COURT, COLLIER COUNTY FLORIDA DOC@.70 $6,813.80 REC $137.50 CONS $973,316.00 Folio # 23945007035 This instrument prepared by: Noreen Tama, Esq. (Under the supervision of counsel licensed in Florida) ExxonMobil Oil Corporation 3225 Gallows Road Fairfax, VA 22037-0001 Return to: Kristin N. Konecy, CLA ��'i Stewart Title Company 3401 West Cypress Street �}'SD Tampa, FL 33607 I � 1 File Number: � 00 � � lc 3�3$° NOTICE TO THE TAX COLLECTOR: �.�.� PLEASE SEND TAX BILLS TO: y�t�j � .�� r� ^ e ��b, `� \� 7 Eleven, Inc. .. Attn: Ad Valorem Tax Dept. �� `� , �� Jma., One Arts Plaza �^ � �� ` 1722 Routh Street, Suite 1000 .m � w � �� .w�R � �� Dallas, Texas 75201-2506 � �� g � �' � � � ,� � � '� SPACE A$'EkE THIS LINE FOI��OR ��-��, ..� 'IAL WAP:IZ�'�`I: DEED INCLUDI� Tl AND 'S USE RESERVATION OF ACCESS RIGHTS This Special Warranty Deed including Restrictions and Covenants Running with the Land and Reservation of Access Rights ("Deed") is made by EXXONMOBIL OIL CORPORATION, a New York corporation, successor by merger to MOBIL OIL CORPORATION, a New York corporation having an office at 3225 Gallows Road, Fairfax, Virginia 22037-0001 ("Grantor"), and 7-ELEVEN, INC., a Texas corporation, having an office at 1722 Routh Street, Suite 1000, Dallas, Texas 75201 ("Grantee"). WITNESSETH: That Grantor, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt of which is hereby acknowledged, by these presents does grant, convey, bargain, sell, alien, remise, convey and confirm to Grantee, with special warranty covenants, the land together with the buildings, structures, fixtures, equipment, tanks and improvements located thereon, at 3701 SANTA BARBARA BLVD in COLLIER County, FLORIDA, and more particularly described on Exhibit A attached hereto and incorporated herein for all purposes (the "Property"). 11818 ��3,3►t� OR 4678 PG 781 TOGETHER WITH: All tenements, hereditaments, easements and appurtenances, including riparian rights, if any, belonging or in anywise appertaining. TO HAVE AND TO HOLD: The Property in fee simple forever. 1. Grantor, for itself and its successors, hereby covenants with and warrants to the Grantee, and the Grantee's successors and assigns that it is lawfully seized of the Property in fee simple; that it has good right and lawful authority to sell and convey the Property; that it hereby specially warrants the title to the Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor subject to: (a) Grantor's right to re-enter as described herein; (b) the Deed Restrictions, Covenant Against Residential Use, and Engineering and Institutional Controls as each of such terms is defined herein; (c) any leases, sub -leases, licenses, easements, encumbrances, rights -of --way, conditions, covenants, restrictions, reservations and exceptions, of record or not; (d) all building and zoning ordinances, statutes, laws, orders, regulations and restrictions imposed�b fe, r fi;�s��tte,�municipal or other governmental � �, � ram. authority applicable to the Props e��etive��, `�'ll__ including but not limited to any notices of violations or no } c��li�iance citations o'�' i ising under said Laws; (e) �. �� all matters apparent from �ii ir`ection�4of the Propert , or�hich a current, accurate ��.: survey of the Property w�oul��' dial �ncluding ��but n t li�iited to encroachments, overlaps or boundary line �iispu�t�� {f��e��fr o��ty taxes for the current year provided the same are no dui ad�yb�e �r�oYto�oa`��ifthe'�Effective Date; and (g) any liens for special asses�rne�s `�vvh�i �s �f #1 �ffect�i�e �al��e not due and payable. �, � � �� .� � �� o, \"" �Y =Fx 2. GR.ANTEE��,;�PECIFICALLY �CK�IO�EDGES THAT IT UNDERSTANDS THAT 'I'' ' � PROPERTY HAS��1��'D FOR COMMERCIAL PURPOSES INCLUDING T �5��RAGE, DISTRI�TN AND MARKETING OF MOTOR FUELS, PETROLE ` �'�'�'�'R4LEUM�B�PRODUCTS AND OTHER CHEMICALS, AND THAT TT�F.,;�'VL��EIVT, INCLUDING BUT NOT LIMITED TO, SOIL AND SUB -SOIL O��T�iE� PROPERTY AND THE SOIL, AIR, LAND, GROUNDWATER AND WATER, ON, UNDER, NEAR OR ADJACENT THERETO AND DRAINS, SEWERS, PIPES, WATER COURSES AND WATER TABLES AT, ON, UNDER OR IN THE VICINITY OF THE PROPERTY MAY HAVE BEEN CONTAMINATED OR IMPACTED BY MOTOR FUELS, PETROLEUM, PETROLEUM -BASED PRODUCTS, OTHER CHEMICALS OR OTHER CONTAMINATION. 3. Deed Restrictions Covenant Against Residential Use a. Deed Restrictions. Grantee covenants and agrees that the Property, or any portion thereof, shall not be used at any time for: residence of any type, places of worship, bed and breakfast facilities, rooming houses, hospitals, nursing home or similar geriatric facilities, child care, playground or recreational areas, schools (or any similar use which is intended to house, educate or provide care for children, the elderly or the infirm), agricultural uses, nor shall any portion thereof be used for the construction or installation of: (i) any water wells for drinking or food processing; (ii) underground storage space; (iii) underground utility space; (iv) additional underground utility conduits 11818 OR 4678 PG 782 (vapor tight utility conduits are permitted); or (v) basements or any underground living space. This covenant and agreement shall run with the land herein conveyed and a similar restrictive covenant shall be inserted in any other deed or lease or other instrument conveying or demising the Property herein conveyed or any part thereof (collectively, the "Deed Restrictions"). Notwithstanding the foregoing, restrictions (ii), (iii) and (iv) shall not apply to Tanks at the Property. b. Covenant Against Residential Use. Grantee covenants and agrees with Grantor that if at the Effective Date of this Deed the applicable "as of right" zoning use of the Property does not include any residential use, then the Grantee, Grantee - Related Parties, subsequent owners, users, and occupiers of the Property, including all successors, lessees, assignees, and licensees will not at any time hereafter seek to or cause any application to be made to the relevant local governing authorities to amend the zoning of the Property to a use which includes any residential use whether on an "as of right" basis or on any other basis whatsoever nor seek to take advantage of any non- ., �... conforming user rights or exceptions flu. �� special use permits (collectively, the "Covenant Against Resident„i�� ,T�`'�; � � �- r � ��`°a_ �� _�. 4. Engineering end Instituti al Controls �" a. Gra�nteo � s �� a�n s�; fat the conveyance of the �� Property is subject to the oll��viig �vna�t� �f'r��id�tha� these covenants were a material inducement to �r��r �� *o�yanc o tY�e��operty to Grantee. As part of the consideration '� °Grantor's safe and `c�"nveynce �";e Property to Grantee, Grantee agrees that in devdl��g the Property, Gr ��e 'hale fits sole cost and expense, adopt and use all reasonabl ��neering and relat�c�t��hn�re�� assistance available and standard to the industry andy,�~reired by the Gove�?tal Authority or Grantor to protect the health and safety of p�ir> �dvt�at, c�ep'�ng upon the nature of Grantee's � s � —� �� development of the Property, Granites �� n ��o � consider the use of engineering controls to prevent the migration of vapors and/or liquids containing Contamination into any buildings, underground utilities or storm water retention/detention ponds, including without limitation, vapor installation systems, vapor barriers, sealed sumps and storm pond liners. At a minimum, Grantee agrees that it will construct any buildings and develop the Property in accordance with the following requirements, which are collectively referred to as the "Engineering and Institutional Controls." Notwithstanding the foregoing, in no event shall Grantor require Grantee or any Grantee -Related Party to implement Engineering and Institutional Controls that materially and detrimentally impair Grantee's (or any Grantee -Related Party's) ability to operate the Property as a convenience store and motor fuels facility. The foregoing shall not apply to temporary business disruption caused by Grantor's or any Grantor -Related Party's entry onto the Property pursuant to Section 5 below, for construction, monitoring, installation or similar purposes, provided that Grantor prosecutes such work with reasonable diligence. (i) Slab on Grade. All buildings constructed on the Property shall be constructed slab on grade and shall have no living, working, storage or parking areas below grade. Notwithstanding the foregoing, below grade utilities and foundations are permitted, provided that Grantee protects them from vapor or liquid intrusion by 11818 OR 4678 PG 783 installing an appropriate vapor/liquid barrier and vapor ventilation system, if required. This restriction shall not apply to Tanks at the Property. (ii) No Water Wells. The Property will never be used for the purpose of obtaining from beneath the surface of the Property any water for any reason whatsoever from any ground water table or similar water basin accessed from the Property, except for Grantee's Remediation Activities. (iii) Cessation of Use of Existing Wells. Any existing bore - water or groundwater wells located on the Property used for the purposes of obtaining water from beneath the surface of the Property, will be capped, disabled, and sealed, (except for Grantee's Remediation Activities) in accordance with all applicable Environmental Laws and industry standards and will not be re -opened and used at any time and must remain capped, disabled and sealed. Notwithstanding anything to the contrary in this Deed, if no municipal water connection is available for the Property, Grantee may continue to use any �xt nil �r�rr�ntly in use subject to reasonable restrictions imposed by Grantorz� s��:�requ��t�r a filtration system. A�a �� f �.. (iv) �� Va�o Ventilation S s�m."`�. f, any time, the Property is —� �, used for below grade activ�hes�.�thr fan ��l�b�age w � h ni residential use, Grantee will install, at its cost, mho a��b��w,w��urir� are�s��ofu,�tl�e `�levlopment an appropriate vapor ventilation system. � Sub �apzt� �e�ilt�o �sy��ri�a�l b� installed by a licensed contractor experienced ir} ,11i��ista��Y�ti��n�` o u�� sys��es { �In ;addition, Grantee shall operate and maintain the`o��"enti�in �ys��n tb��n'sur,that the system extracts appropriate levels of vap�'?,'o all applicable i�oor� air' lity standards are met. Finally, Grantee shall annu�x��t the air quality aid th��m to ensure the system is adequately extracting the ap �op�t�te levels of vapor; ts��ineet applicable indoor air quality standards or deliver to �arit�n�accept�e��tification from a licensed air quality professional certifying that"th�;��j�iat�l�trinual testing is not required. Such installation shall be performed in accordance�with all applicable laws and in accordance with applicable industry standards to protect human health and safety. (v) Impervious Liner. If, at any time, a new building foundation is installed on the Property ("New Foundation") then prior to commencing any construction related to the New Foundation, and to the extent required by applicable law or any Governmental Authority, Grantee, at its sole cost, shall install an impervious liner under the New Foundation to act as an effective vapor barrier. In the absence of an applicable law or remedial action plan, Grantee shall apply sound construction practices consistent with local code. Unless required by a Governmental Authority in connection with Remediation Activities, Grantee shall not be required to retrofit or install an impervious liner under the existing building foundation supporting the existing building on the Property as of the Effective Date ("Existing Foundation"). However, if after the Effective Date, the Existing Foundation is demolished and a new foundation is installed to replace it, then Grantee, to the extent required by applicable law or any Governmental Authority, will be responsible for installing an effective vapor barrier. In the absence of an applicable law or remedial action plan, Grantor shall apply sound construction practices consistent with local code. Such liner shall be installed by a licensed contractor 11818 OR 4678 PG 784 experienced in the installation of such liners. In addition, Grantee shall maintain the liner so that it remains as an effective barrier. The liner shall be of the appropriate strength and quality and be resistant to hydrocarbons and shall be installed at an appropriate level beneath ground level. Such installation and maintenance of the liner shall be performed in accordance with all applicable laws and in accordance with applicable industry standards to protect human health and safety. As between Grantor and Grantee, third - party Claims based on internal air quality shall be Environmental Liabilities and subject to certain existing indemnification obligations between such parties. (vi) Such other Engineering and Institutional Controls to the Property which may be required by Governmental Authorities, Environmental Laws, or other applicable laws, rules and regulations to achieve NFA Status. b. Grantee's agreement to install and comply with the Engineering and Institutional Controls is a material inducement to Grantor for the sale and conveyance of the Property to � c. �rrante� Engineering and Institutio applicable Grantee-RelatectP breaches these provisions�e� have the right to enforce eve equity against the Grante�.� limited to injunctive reli� including without limitat exclusive. Any purchaser's Property subject to the terms d. All of the �� - t� �� eement to install<�T��a�� ntrols shall be snecif°� at law or in ssor owner c reed and the I comply with any of the �, enforceable against the able Grantee -Related Party �na� Controls, Grantor shall �te,'� available at law and in ��rties, including but not edies provided herein, �` be cumulative and not ��y shall take title to the land Institutional Controls. of Grantee set forth herein regarding the Engineering and InstitutioriaT'��Controls, including without limitation Grantor's right of enforcement, shall be covenants running with the land and binding upon the Property, Grantee and the Grantee -Related Parties, as applicable and Grantee agrees that Grantee shall not complete any sale, transfer or assignment of its interest in the Property or any part thereof, without first obtaining from the purchaser, transferee or assignee, the obligation to procure the Engineering and Institutional Controls from any subsequent purchaser, transferee or assignee and the Engineering and Institutional Controls shall be inserted into and made a part of any other deed or lease or other instrument conveying, transferring or assigning the Property herein conveyed or any part thereof. e. Notwithstanding the foregoing, unless otherwise required by applicable law or any Governmental Agency, the Engineering and Institutional Controls provisions herein shall expire and be of no further force and effect as of twenty (20) years after the latter of (i) the date of this Deed or (ii) achieving NFA Status at the Property. 11818 OR 4678 PG 785 5. Reservation of Access a. This conveyance is made by Grantor and accepted by Grantee subject to the following reservation by Grantor of a right of access to the Property, commencing as of the Effective Date. Grantor, for itself and for the Grantor -Related Parties, reserves the right of access to the Property on and after the Effective Date, and Grantee on behalf of itself and the Grantee -Related Parties grants to Grantor and the Grantor -Related Parties access to the Property on and after the Effective Date, at no cost to Grantor, as Grantor and the Grantor -Related Parties may reasonably require to the Property to undertake any environmental assessment, investigation, testing and Remediation Activities that may be required of Grantor by a Governmental Authority. Such access shall include, but is not limited to, the right to conduct tests, take groundwater or soil samples, excavate, remove and dispose of impacted soil, and treat the impacted soil and groundwater, and conduct and/or continue environmental investigation, testing and Remediation Activities. Grantor shall use commercially reasonable efforts to minimize disruption of the Grante�'s�"tames �i��s during any activities permitted �. �� hereunder. Grantee shall provt ��ri� the��t��elated Parties with exclusive access rights to the Property t �bserve and/or confi ' �{�r ntee's or Grantee -Related Parties' timely discharge o Gr�or Grantee -Relate Paties' upgrade obligations with respect to any Remediation A^ti�ies ui�der�a�Cn by o � on��ehalf of Grantee or any Grantee -Related Party. G�antp��o;°��'�t�"� sell provide Grantee as much advance notice as reason�blykrctic�l �f �11 �p�ta�ti�l ��r�pti�e or intrusive activities to be undertaken on the 1 ��tt�e�rr,Y be n�th� ��r�i of a periodic written schedule of activities d�t��ed from time to �me, �wh��shall include a written description of the reason fo��access and the wo�� >�e pe�i'med, and which shall be subject to Grantee's approv�l��uch shall not be dr�st5�fi�ty withheld, provided that Grantee's approval may be�"o�t�it�oned upon �cla�: indemnification or non- interference covenants on the part,�of nr��t �1��&�d��rtce notice shall be required for non -disruptive activities such as perio�ic�rn,�� rang of wells on the Property, if any. Grantee hereby agrees to indemnify, defend and hold Grantor and Grantor -Related Parties harmless from all Claims made, incurred or assessed against Grantor and Grantor - Related Parties by any persons or entities including, without limitation, the Governmental Authorities, as a result, directly or indirectly, of Grantee's or any Grantee -Related Party's failure to provide access to Grantor or any Grantor -Related Party. Grantee, for itself and the Grantee -Related Parties, releases Grantor and Grantor -Related Parties from and against all Claims associated with or arising out of Grantor's or any Grantor -Related Party's access to the Property on or after the Effective Date under this Deed, except to the extent such Claims are due to the negligence or intentional acts or omissions of Grantor or aGrantor-Related Party, provided that in no event will Grantor or any Grantor -Related Party be liable for loss of business damages or consequential damages. b. Grantee agrees that any sale, transfer, conveyance or assignment of its interest in the Property or any part thereof will be subject to Grantee and Grantee - Related Parties' reserving access rights to the Property, which will be a covenant running with the land. 11818 OR 4678 PG 786 c. Grantee agrees that Grantor's reservation of access set forth in this Deed shall be a covenant running with the land herein conveyed and that Grantee agrees that Grantee shall not complete any sale, transfer or assignment of its interest in the Property or any part thereof without first obtaining from the purchaser, transferee or assignee, the obligation to procure Grantor's reservation of access from any subsequent purchaser, transferee, assignee, or any other person or entity having the right to use the Property and Grantor's reservation of access shall be inserted in any other deed or lease or other instrument conveying, transferring or assigning the Property herein conveyed or any part thereof. Any transferee, assignee, or successor owner, lessee, licensee, occupier or user of the Property shall take title to the Property subject to Grantor's reservation of access. The Grantor's rights and benefits of this reservation of access are an easement in gross, inuring to the benefit of Grantor, its Affiliates, Grantor -Related Parties, and each of their respective successors and assigns. d. Notwithstanding the Grantee herein shall expire and be of rid u date of this Deed. i . a � G'� a. �irrante records for the Propertyg as regulations. Grantee shll�; within two (2) days of Grti review such records as Grit keep in good order the ex comparable monitoring syste� ems necessary �a monitoring systei�k the Tanks and lines �� the right of access reserved by r effect ninety (90) years after the �,� �'�, °, ,�'." y ��and Tank maintenance �ppicable laws, rules and f��s�ch records to Grantor for shall have the right to 15�'use, maintain, repair and feeder -Root system) or a on the Property. Within thirt�y'�°� ° �}�� aY� � ��.r ��rantor's request, Grantee shall deliver to Grantor legible copies of "as built surveys or construction plans which show the location of any Tanks, any underground piping or other improvements installed or constructed by Grantee. b. All of the covenants and agreements of Grantee set forth herein regarding the Maintenance of Records shall be covenants running with the land and binding upon the Property, Grantee and the Grantee -Related Parties, as applicable and that Grantee agrees that Grantee shall not complete any sale, transfer or assignment of its interest in the Property or any part thereof or enter into any lease, license or right to occupy or use the Property or any part thereof without first obtaining from the purchaser, transferee, assignee, lessee, licensee, occupier or any other person or entity having the right to use the Property, the obligation to maintain these records from any subsequent purchaser, transferee, assignee, lessee, occupier or any other person or entity having the right to use the Property and this obligation to maintain records shall be inserted in any other deed or lease or other instrument conveying or demising the Property herein conveyed or any part thereof. 11818 OR 4678 PG 787 c. Notwithstanding the foregoing, the obligations of this Section 6 shall expire and be of no further force or effect as of twenty (20) years after the latter of (i) the date of this Deed or (ii) achieving NFA Status at the Property 7. Covenants Running with the Land The conditions, covenants and other provisions set out in this Deed shall be covenants running with the land and shall be binding upon and (except as expressly provided otherwise herein) shall inure to the benefit of the Parties, their subsidiaries, Affiliates, legal representatives, heirs, successors and assigns, as applicable. The intention of the parties is that the covenants and restrictions are intended to last in perpetuity, except as expressly provided otherwise herein. 8. Proration of Taxes Ad valorem taxes and specia�.��as�s�s��ts��af any, against the Property for the year in which the Effective Date ,sae ��at��l�etween Grantor and Grantee as of the Effective Date of this Dp��d�Grantee here�s�s�es and agrees to pay same. 9. Definitions The following defrirtiQ�s��1��Aap�l��a`s,�c%il��°deed � � � � � ��a ��a �s The term Affiliate ��, with respect to G'�t°� � � �� _ � *. (i) y��nt of Grantor; � �� , (ii) any compar�y�:�sriane`�%�`in which Grantor or any parent of Grantor now or hereafter owns or controls, directly or indirectly, more than fifty percent (50%) of the ownership interest having the right to vote or appoint its directors or functional equivalents ("Affiliated Company"); (iii) any joint venture in which Grantor, any parent of Grantor, or an Affiliated Company has an ownership interest and/or is the operator; and (iv) any successor in interest to (i) through (iii) above. The term Affiliate means, with respect to Grantee, any Person directly or indirectly controlling, controlled by, or under common control with, Grantee, including any other Person directly or indirectly controlling, controlled by, or under common control with such Person. For purposes of this definition, the term "control" (including the terms "controlled by" and "under common control with") means the possession, directly or indirectly, of the power to direct or cause the direction of the management and policies of any Person, whether through the ownership of voting securities or by contract or otherwise. 11818 OR 4678 PG 788 b. "Claims" (or individually a "Claim") means any pending or threatened suit, claim, loss, cost, obligation, damage, liability, payment, fine, penalty, cause of action, litigation, judgment (including, but not limited to, expert fees and attorneys' fees awarded as part of a judgment), lien or expense (including, but not limited to, reasonable attorneys' fees and other litigation expenses), whether known or unknown, that may be alleged or brought by any person, Governmental Authority or governmental entity, or any administrative, arbitration, or governmental proceeding, investigation or inquiry affecting or arising out of any asset or right that is a subject of this Deed. c. "Contamination" means the presence, whether known or unknown, at, on, under, originating or migrating from the Property of any chemical, compound, material, substance or other matter that: (a) is a flammable, corrosive, explosive, hazardous, toxic or regulated material, substance or waste, or other injurious or potentially injurious material, whether injurious or potentially injurious by itself or in combination with other materials; or b is controlled, designated in, regulated or ( ).,_�� governed by any Environmental Laws` ��oari�" also shall include any increase in Contamination. � �:�� °� �� b4b ��. �, �,_ r� d. "Effe�trv��laete"m�eans the date i � ti�d as the Effective Date at the end of this Deed. �' �^� .,� � �' ��'� �t' �� , � �rw �� ; e. "E�vir�nNrf►en�t�l �,w�' �r,�`��r�'n�ntl Laws" means any and all federal, state, or local 1cm�o� lw.� ta�utes,�rc�inace�, rules, decrees, orders, or regulations relating toy `'t1� eiTvYronen� haz�dou��st��s, materials, or waste, toxic substances, pollutant��words of similar i�ort� or'��ronmental conditions at, on, under, or originating or"dating from the Prc�t�,,�nrl, water and groundwater conditions, including, but not ��li�n�d to, the Comprels Environmental Response, 3 Compensation and Liability Ac ��6�' "1$�0, .ass am�rr;�c�; ��2 U.S.C. §§ 9601, et seq., the Resource Conservation and Reco�Ct,� 4�� :�. §§ 6901, et seq., the Toxic Substances Control Act, as amended, 15 U:��. §§ 2601, et seq., the Clean Air Act, as amended, 42 U.S.C. §§ 7401, et seq., the Federal Water Pollution Control Act, as amended, 42 U.S.C. §§ 1251, et seq., the Federal Hazardous Materials Transportation Act, 49 U.S.C. §§ 1801, et seq., any amendments to the foregoing, and any applicable federal, state or local laws, common law, statutes, ordinances, rules, decrees, orders or regulations. f. "Grantee -Related Parties" means Grantee, its parent, subsidiaries, and Affiliates, and their respective owners, officers, directors, employees, agents, divisions, contractors, invitees, servants, representatives, successors and assigns (and, if Grantee is a natural person, its heirs and legal representatives). g. "Grantor -Related Parties" means Grantor, its subsidiaries, and Affiliates and their respective owners, officers, directors, employees, agents, divisions, contractors, invitees, servants, representatives, successors and assigns. h. "Governmental Authority" or "Governmental Authorities" means any governmental (federal, state, local or other), regulatory, judicial, or other 11818 OR 4678 PG 789 competent authority, including without limitation, an authority responsible for the administration or collection of any tax; a body or self-regulating entity responsible for the administration of Environmental Laws, including, with respect to remediation, Remediation Activities and determining NFA Status, and those qualified environmental contractors and consultants given specific authority to administer or implement Environmental Laws; a body or self-regulating entity responsible for any or all parts of the energy sector; and a body or self-regulating entity responsible for planning and related legislative activities. "Governmental Authority" includes any person appointed by any of the foregoing to carry out an investigation or an inquiry, including, without limitation, the Florida Department of Environmental Protection and any authorized local programs. i. "No Further Action Status" or "NFA Status" means either (i) a written determination received from the Governmental Authority having jurisdiction over the Property or Remediation Activities that,. nor, further remedial activities are required to meet applicable industrial/commer� �c�i� .standards (excluding periodic monitoring) under applicable Er�u�rtt�fi L�ws;�� when all necessary remedial activities have been complet,y to meet applicab�'� trial/commercial clean-up standards pursuant to a worplata` pr� by the approp�'ateovernmental Authority if the applicable Environmental Law��ot p�ovid� r sucl��a 1�vritten determination. If Grantee is unable to achi��e (x� ��,�t) �ab� � �a,Na�trth�r Action Status or NFA Status means when all � ne�s�ary��ren�dil� �trt�es��iae been completed under applicable Environment�lk�w, �+�� nett � a��cable� ids�l/commercial clean-up �, .�,�� standards pursuant to a ��n'�dia� investigahon,4�remeiatio„ �r other environmental response workplan appra�v�'�, by the appropn�� C�ov�r�ental Authority if the �� Governmental Authority ha��asonably delayed �`o� gfi`zsto provide such a written determination. ` � � � �� j. "Person" mearr�r� idi��%al;�`partnership (whether general or limited), limited liability company, corporation, trust, estate, unincorporated association, nominee, joint venture or other entity that is given, or is recognized as having, legal personality by the law of any jurisdiction, country, state or territory. "Person" includes any emanation of a sovereign state or government, whether national, provincial, local or otherwise, any international organization or body (whether or not having legal personality), and any other juridical entity, in each case wherever resident, domiciled, incorporated or formed. k. "Remediation Activities" or "Remediation Activity" means any site investigation, study, assessment, testing, monitoring, containment, removal, disposal, closure, corrective action, remediation (whether active or passive), natural attenuation, bioremediation, response, treatment, cleanup or abatement work, and operations and maintenance, whether on -site or off -site, of Contamination required to achieve NFA Status. 1. "Tank" or "Tanks" means and refers to the storage tanks and associated lines and piping used for the storage of petroleum products or other products or materials. and located at, on or under the Property, including all orphaned tanks, 11818 OR 4678 PG 790 whether maintained or unmaintained, and tanks previously used, currently used or intended to be used in the operation of a service station. 10. Duration; Enforcement In the event that a court of competent jurisdiction determines that any particular provision in this deed is unenforceable or invalid, such invalidity or unenforceability shall not render unenforceable or invalid this Deed as a whole or serve to render the other provisions herein invalid or unenforceable. Grantee, by executing this Deed, hereby accepts the covenants and provisions of this deed and agrees to be bound by such covenants and provisions. Except as otherwise expressly provided herein, the Deed Restrictions and Covenant Against Residential Use imposed herein are stated to be for the benefit of Grantor and Grantor Related Parties and shall be in force for ninety (90) years__ ,from..,, the date of this Deed, except for the Engineering and Institutional Controls �!� �e��i�r�aintenance obligations in Section 6, each of which shall remain rr��%��`per�od�i`�rr�y (20) years after the latter of (i) the date of this Deed or (rr� �1}��mg NFA Status at �$i�perty 11. Grantor shall have breach by Grantee or an�� agreements. Without lire' Grantee and any subseque agreements set forth above. 11818 ner, user or occup��i�in�� a'=�a �, �' ., �. [Signature pages follow) or in equity for any above covenants and sally enforce against :y the obligations and OR 4678 PG 791 IN WITNESS WHEREOF, Grantor and Grantee have signed this Deed on rG`1 ��2011, but this Deed is effective as of 1'1 � � , 2011 (the "Effective Date"). Signed, sealed and delivered in the presence of: Witnesses: -��. � � i .•e t� • � Name: COMMONWEALTH OF COUNTY OF FAIRFAX On the � day�� notary public in and for �id'�State, p� Attorney in Fact for Exx�i�bil. Oil personally known to me or hs�vide name is subscribed to the with �'Ci��x same in his capacity and that x hid instrument on behalf of and as the act`" 11818 .� 7:��M IC�� D ._ ._ 1 � 1� �pi��IT�iiK1 : ' 17 7_11 Y [17► By: Name: . JACKSON Title: gent and Attorney in Fact Date: 3.2 � • 11 ^y Via" �l far 20i 1 �,befc�r� � me, the undersigned, a sally ��peare� A � Jackson, as Agent and 1�� , s poratio�a �Teyv �Y�rk corporation, who is isfactory �v�dd��`�:�o be the individual whose and acknoxw gad to me that he executed the "�� ratu��cri'�t�� "instrument, he executed such �:u µeh _ scl""""corporation. (Notary Seal) _ - __ - . �. ��Q''�J c ��' � - ,, '_� � :'r Notary Public J ' J � �: 1 ' ` � My Commission Expires: F z )�l,fii �)� L � OR 4678 PG 792 /i. r( • � � ic►1�/ ".. / � � /. COMMONWEALTH OF COUNTY OF FAIRFAX � .;-'�,; �. �` n� On this o�0 d�,yq undersigned, personally 2 GRANTEE: 7-ELE' By: Name: Title: Date: ATTEST � TZtle �.-��#�ant Secretary �� (l Date. �� , tie �� '� 2011, before me the �.�, � 2 � '�j,�` and who are ��oacrally known tom or who �_. provided ��, � :�'�� n� � ion d to me th t they executed the same in their`°��c as � � �%i C�- �it-e Si �.-Q�`� and as �, S � respectively, of 7-Eleven, Inc., a Texas corporation, as the act and deed of said corporation. (Notary Seal) �..�,�; .- �-_ � '` � .'�` - ; �� , " , r, � - �'_ � ""`' Notary Public, State of i �- ' ` `' � �� 1 My Commission Expires: b 6 11818 oR 4§Za � Z93 £�InlT A TO O£Eg tEGAt g£SC�PTION � \ \� � S � � � � w. 9 � _� , ` ® ~� \� : �� ° . . ��\y:� —�� w%��\ .. � � � r � / ��a \/ ( ; � / }� �>,�, �� .« \� .� \�. . ?« \ « �_. __© J , « �\?1��z !IRIS OR 4678 PG 794 SS# 11818 7-11# 34816 Parcel 1: "Outparcel E" A portion of TRACT F BERKSHIRE LAKES UNIT ONE as recorded in Plat Book 14, Pages 118 through 120, in the Public Records of Collier County, Florida being further described as follows: Commencing at the Southeast corner of Section 32, Township 49 South, Range 26 East; thence along the South line of the Southeast Quarter of said Section 32, North 89'35'47' West, 100.00 feet; thence North 00'07'O1" W, 75.00 feet; thence North 00'07'O1" West along the West right of way line of Santa Barbara Boulevard 427.43 feet to the POINT OF BEGINNING; thence South 89°52'S9' W, 168.47 to the point of a curve concave to the Northeast having a radius of 10.00 feet, a central angle of 90°00'00" a chord of 14.14 feet and a chord bearing of North 45°07'O1" West thence along the arc of said curve 15.71 feet to the point of tangency; thence North 00°07'O1" West, 220.73 feet to the point of a,.curve..cOncave to the Southeast, having a radius of 40.00 feet, a central angle of 113°40'39�'�, �h itif �.'��d a chord bearing of North 58°43'19" East; thence along the arc of said= �6`�'eet to th��rt8�tangency; thence South 86°26'22" East, 68.14 feet; thert� ��th 89' S2'S9" East, 5�� ;thence South 00°07'O1" East _�. along said West right of way �40 Ora,feet.Lo�t�ie POINT OF B G. Parcel 2: "Outparcel E 1'� � ��P � � � �� ,� �� , �� A portion of Tract "F" of "I�E1�SIII�L�E� � �� '�c��tdg tip the Plat thereof as recorded in Plat Book 14, � Pale 1�18 Xroigl� 1� iie Ibl�c R�cor�ls of Collier County, Florida, referenced as Outp��c��'�E4`�..tr�0��1��`c�s Bow �68�'�ge 501 also of the Public Records of Collier County, Ada, being further desc�ed a� follcr Commencing at the Southeast ��r�,of Section 32, Townsh�ip�4uth, Range 26 East; thence along the South line of the SoutlaI�t�rter of said Sect�o��, 89°35'47" W for a distance of 100.00 feet; thence N 00°0TO1" W'r a i�t��ee�f .i6��f�;"°thence N 00°0TO1" W along the West right -of --way line of Santa Barbara Blva�d �i a distance of 427.43; thence S 89°52'S9" W for a distance of 166.47 feet to the POINT OF BEGINNING; thence continue S 89°52'S9" W for a distance of 100.00 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 15.71 feet to the point of tangency; thence N 00°07'O1" W for a distance of 250.00 feet to the point of curvature of a circular curve concave to the Southeast, having a radius of 40.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 62.83 feet to the point of tangency; thence N 89°52'S9" E 39.54 feet to the point of curvature of a circular curve concave to the South having a radius of 10.00 feet and a central angle of 23°40'39"; thence along the arc of said curve for an arc distance of 4.13 feet to the point of tangency; thence S 66°26'22" E for a distance of 79.17 feet to the point of cusp of a circular curve concave to the southeast, having a radius of 40.00 feet and a central angle of 113°40'39"; thence Westerly along the arc of said curve for an arc distance of 79.36 feet to the point of tangency; thence S 00°07'01" E for a distance of 220.73 feet to the point of curvature of a circular curve concave to the Northeast having a radius of 10.00 feet and a central angle of 90°00'00"; thence along the arc of said curve for an arc distance of 15.71 feet to the POINT OF BEGINNING. Surveyor's Description A portion of Tract "F" of "BERKSHIRE LAKES UNIT 1" according to the Plat thereof as recorded in Plat Book 14, at Page 118 through 120, in the Public Records of Collier County, *** OR 4678 PG 795 *** April 4, 2011 Florida, referenced as Outparcel "E" in Official Records Book 1580, Page 501 also of the Public Records of Collier County, Florida, being further described as follows: COMMENCE at Southeast corner of Section 32, Township 49 South, Range 26 East; thence coincident with the South Boundary of the Southeast 1/4 of said Section 32, N 89°35'47" W a distance of 100.00 feet; thence departing said South Boundary, N 00°07'O1" W a distance of 75.00 feet to a point coincident with the West Right -of --way Boundary of Santa Barbara Boulevard; thence coincident with said West Right -of --way Boundary, N 00°07'O1" W a distance of 427.43 feet to the POINT OF BEGINNING; thence departing said West Right -of --way Boundary, S 89°26'44" W a distance of 266.47 feet to a point coincident with a curve concave to the Northeast, said curve having a radius of 10.00 feet, a delta angle of 90°00'42" and being subtended by a chord bearing N 45°32'S5" W for a distance of 14.14 feet; thence coincident with the arc of said curve a distance of 15.71 feet; thence N 00°33'16" W a distance of 250.00 feet; to a point coincident with a curve concave to the Southeast, said curve having a radius of 40.00 feet, a delta angle of 89°59'S0" and being subtended by a chord bearing N 44°26'39" E for a distance of 56.57 feet; thence coincident with the arc of �aid.curve a distance of 62.83 feet; thence N 89°26'44" E a distance of 39.54 feet tta P�t�iG� ��,h a curve concave to the South, said curve having a radius of 10.00 felt;°. ��f� arlg�le of�23��'��'�d being subtended by a chord bearing S 78°43'22" E for a dish cf`4.10 feet; thence co' "c��e�with the arc of said curve a �. distance of 4.13 feet; thence S'66°5�'36':.,E a4distance of 147.3 feet,�thence N 89°26'44" E a distance of 58.00 feet to a pc��int cinr;with�lhe �f�rnentio ed �est Right-of-way Boundary of Santa Barbara Boulevard; the�ic�u��c�,d� w�,�aiVeWsl�` ht-o=way Boundary, S 00°33'16" E a distance o24(1°�0'ee��I'o �t fc�ir`�b,�9�9 t�'��h��INT pF BEGINNING. Containing an area of 74 �: a =� �" � ;° �� 2019 FOREIGN PROFIT CORPORATION AMENDED ANNUAL REPORT DOCUMENT# 815881 Entity Name: 7-ELEVEN, INC. Current Principal Place of Business: 3200 HACKBERRY ROAD IRVING. TX 75063 Current Mailing Address: 3200 HACKBERRY ROAD ATTN: CORP. INCOME TAX DEPT IRVING, TX 75063 US FILED Jan 30, 2019 Secretary of State 7979508036CC FEI Number: 75-1085131 Certificate of Status Desired: No Name and Address of Current Registered Agent: CORPORATE CREATIONS NETWORK INC. 11380 PROSPERITY FARMS RD #221 E PALM BEACH GARDENS, FL 33410 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail Title PRESIDENT, DIRECTOR, CEO Name DEPINTO, JOSEPH M Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title TREASURER Name SELTZER , DAVID L. Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY, FRANCHISE SALES REP Name GOLDSMITH,JOSEPH Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY, FRANCHISE SALES REP Name BYNES , MICHAEL Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title SVP, GC, SECRETARY Name GASAWAY,RANKIN Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY, SR. DIRECTOR TRANSACTION TAX Name BAKER,JAMES C. Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY, FRANCHISE SALES MANAGER Name QURESHI , ASIF Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY, FRANCHISE SALES REP Name STEVENS , WINSTON (DOUG) Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Continues on page 2 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that 1 am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 607, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: RANKIN GASAWAY SECRETARY, BY 01/30/2019 LYNNETTE PENALBERT, ATTORNEY -I N-FACT Electronic Signature of Signing Officer/Director Detail Date Officer/Director Detail Continued Title ASSISTANT SECRETARY, SR. DEVELOPMENT DIRECTORY Name DISTEL ,GRANT Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title ASSISTANT SECRETARY, FRANCHISE SALES REP Name REINA,KATHRYN Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title REAL ESTATE MANAGER, FL ZONE Name BANTOS,CHARLES Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title DIRECTOR OF OPERATIONS Name MERRELL , MICHELLE (ANDREA) Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title VP, FLORIDA ZONE MANAGER Name SUMMERS,JAMES ROBERT Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title VP MERGERS & ACO. DEVELOPMENT Name WILLIAMS , IAN C. Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 Title VP, CONSTRUCTION, ENGINEERING & FACILITIES Name NACHTRAB , ERIC J. Address 3200 HACKBERRY ROAD City -State -Zip: IRVING TX 75063 ... •.: •-------- r-,-------------------- - �� - ••••'••� BERKSHIRE COMMONS ENTRY DRIVE (PRIVAT�)�t'�,--___„_ � �__________-=�� i � .�z� .:�•ti::: i it --------------------------------- PROPOSED /� ca •� � VACUUM/AIR PUMP � / /,\ j ��`�� .p. � ___ � E,sEME�..�. /� m' I� c.>P.e �sw P� �soz� - - �n,.. ", Pas „� o0 556 a �z , \\ I z . e " __„ II P� �^M^� s� ° -_ F,a° hl � � ,_, E-ARCHITECTURA EXISTING ACCESS I �= L ll ,,�� - ------ ---- --- � �--- — � � � - � -------'� PLAAIS FOf�'0€TAILS) " � (TO REMAIN U ALTEIRED) � _ �� %F`IRE HYDR,4+dT � � J, _ o°� _ � lab\ I I �€�� µ�� la � I �� - I OPEN SPACE �� \��\a„� �, „E�R,�i�! 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Q I �� I ��,�, � � � I I III m� i � 1 I �BOUN{7ARY (TYP) ¢ �o w 0 . a �^ Q � I � U � U PROPOSED a'o, �" I i li f� �� ' � � �� I 5� ". ow U of BIKE RACK 0 � I � II II III zl i P OPOSEDI FUEL Il�;�;o.� I I �.I ¢�v iv m J '� I QI "�� ` �� DI PENSER (2) ii� li li ii' ¢s� am �I I a 1 , I Ili ~ � I II II � �.j�i.` I Ili, ¢v' Z 11 I I I I, y Q � I I ° I � I I I r (/J I - I I I r I I e H.C. Pi4R NG SPAC Imo„ °'� I l I c I � w._,� I I II DUMPSTER I I 6 � � � z I� I I II; I II I I III � �� J I I III �� I J m I I I I; I Y � I I II; I `c 0] IW I �I II. I I I F INTEGRAL CURB AND � t.� I I I� I" I I I. I I .o o�� I I III � � I � SIDEWALK (TYP) � - �� I � Y I�x� , `_� � I I w �I � �I s I � � Q I� �,"� I III'. I _ I III -� l.�m I Z I I III I '� � I �� :- I �. � I � I i �,.= � K I I I I ' I "`�� '" I � - --- --- - - - --- - � � I I I I ' � II Or I. H Q I I III ii I "' I L _ _ ; _ 40' SIDE BUI DING SETBA � � J I i I ;' � � I III �i _ �� Sz'AB �NF1S� � � I I I ICI �I I � II " / I I II' I OPEN SPACE � � _ TO REM �� I m� -' ®� I � �� ( 868 S��— _ -- � I I III II is __� —� I I I Ili i I i I - �lhnumn--------- — — �,.r-- — -- =,� — �,� — i li ilf; I I � i �� II ��15'�LAf�DS A, F;�-' - - —I �� I um� �,as,,: II �. I I I r Ii i � �" I 1 u'��e� '`- .; f�� rw c n; AA p��'-=�^ I I III �� r� , ��r ``� � ., ,,� e rnn�ss AaE.� �'y"".. `ak �c �Yi �3� �" " � \ i i i If �� ;-,, ` ��' r� ouMi� u � i CALL 68 HOURS � _________�"y y.,v n ----------------------- ---- I___ I I III � i BEFORE VOU DIG � I I � 'I IT�DIAL DWI a' nuttx I I Ili 811 avz�ie CAR WASH ' I � TRANSFORMERS � z I I I " I SUXsx'ryE5pE0uE�Lo,„ op vp�JE�� ,saw„ -- - - -- -------------- —---------1v1ECH. EQUIP � Ir-----{�}- - aQt$---------------------i- canes �.�.�Ma.• roro�a�a. s ------------------ -- - ----------- a.� C05 l p��+P. I I u I I I �► �► ae i n I III MOBIL OIL SERVICE STATION SITE DEVELOPMENT PLANS AT SANTA BARBARA BOULEVARD COLLIER COUNTY, FLORIDA MOBIL OIL SlS � J06 —02 �' MOBIL OIL CORPORATION 1901 W. CYPRESS CREEK ROAD FORT LAUDERDALE, FLORIDA 33309 PHONE: {40'7} 682— l.'788 GREENHORNS 8c O'MARA, INC. 400 E. SOUTH STREET, SUITE 303, ORLANDO, FLORIDA 32801 PHONE: (40'�} 649-4040 FAQ (40'7} 849-8041 SECTION 32, TWP 49 S, RNG 26 E COLLIER„GQ�J.NT , TI., f � r«fs a(fA (s vaawvfolr. ,� fpw.(.(A,.w.,�f.��:��r:::,�: Appea+E!uG=M/� '. � t [WaynC( �ni(t ..fllCl•i: CJL.:[.i C:tiMY Si [( 9a. stif A r.,J Hrwl:;.� . - 1 Wm, [ EY � 9.;a� � a._gp � .-.. � �. ..�.. w�.M� a.l.au��.: .�,��P _ �:; �� . _� �: ag�a�= ��jjqa�qp� `COM ONS - STOAT ON V��tt6 ��.`;a� _ocnnoN _ . �s��z 5 �� j _— --� � st1��_ VICINITY MAP rat ii"n i"Im A'A TT.T ['r f'r i7T T]TiA AT 1 COVER SHEET 2 GENERAL NOTES 3 HORIZONTAI. CONTROL PLAN 4 GKAD[NG ^, DP,AINAGE PI..A\ 5 UNDERGROUND UTILITIES PLAN 6 LANDSCAPE PLAN 7 IRRIGATION PLAN D LANDSCAPE RETAIL SHEET 9 10 MISCELLANEOUS DETAIL SHEETS I l _ =�t�'GI�iIZY �U VEY Or a � ... E J t'�i.. ,3{ '. i�n17 A-1� �- � '�P A '.'7 APPROVAL Of- c_ - U y Cc� i r illp e ,. J . l Dh�f /o/ � rJ Ste FWvRM�n FREDRICH G. MQR; PIAWQA PEEIST1U:10.\ \0 DATE. «). i 8 H!Y R a_�6t8�Ru 9�z° GENERAL SITE N❑TES PER THE zpNEn Puo GpNSTRUCTION TRKfIC MAINTENANCE PRACTICES AND SIGNpGC SHALL eE fN ACCNIDAIEE YITX FppT •STANDARD SPECIFICATINNS FOR RWO AND BRIDGE•. 4. EROSION/SEDIMENIAiION CNiiROL� THE CNNTRACTIBt IS TD PROVIDE EROSINI CQMTR0./$EpIMENTATION HARRIER UNAT DALES Ut SILTATION CURTAIN; 1F REWIRE4 TO PREVENT SILTATION � ADJACENT PRN•ERTY, STREETS STORM SEVERS AHD VATERYAYS IN ADDITINN, TIE CNNTRACiOR SHALL PLACE STRAY, NULLH OR OTIER SUITABLE MATERIAL ON t1E GRNMD PS REWIRED IN AREAS IN THE �IMINN � THE EFXINEER AND/QR LIA:AL ALIT DUANTITIES DE EACH ARE TRAN$PNLTED aFS1TE EITI OR 8Y VEHICLE TRAFr•C, THE CNNTRACTNI IS TO REN TO THE SAi1SFACTINN DF T!E ENGINEER ANDlNf LOCI 0. P410R Tp BEGINNING THE CLEARING ANp GRUBBING !r THE PROPERTY, NAY BALES SHALL HE STAKED Tp TIE GRpUNp Tp PREVENT STNMVATER FROM VASHING ERODED SAILS FROM TIE GROPERTY INTO ANY EXISTING SipRMVATER SYSTEM 3. L�ATlNNS ELEVATIONS ANp DIMENSIWS a' EXISTING UTILITIES. STRUCTUES ANO OTNCR FEATIRES ARE SlgVN AC[NiDING i0 THE JEST 116dIMAt1(HN AVAILABLE AT THE TIME tH' THE PREPARATINI 6 THESE PLANS DUT � NOT PURPNti Tp � PHS0.UTELY CORRECT. THE CTXITRACiNI SHALL FIELp VERIFY THE LIXAi10NS. ELEVATIOTS pN➢ OINENSIONS � ALL E%ISTING Ui1LtTiES STRUCTURES ANp OTTER FEATURES AFFECTIIK: HIS VDRK PRIM Tp CNISTRUCiIIX 6 IT SHALL BE TIE CNiiRACTpR'S SOLE RESPIINSl81LlTY TO NpliFr THE CRLIER CQUNTY UTILITY APARTMENT AND BERKSXIRE UTILITIES INC. f1RTY-EIGHT t48) HNAIS PRINT ip CONNECTING INTO ANY E%IST]NG STRUCTUR[$ DR PERFNMING ANY TESTS, 2. IN AREAS MERE F1L1 MATCRIAL /S REWIRED. THE CkISt1NG VEfi_TATINN AND ROpiS SHALL HC REMOVE➢ PRINt TO PLACING ANY FILL MATERIAL. THE FILL SHALL BE PLACED 1N LIFTS Np GREATER THAN 12 ]NCHES AS MEpSIXiEO L�Sf, AND COMPACTED Tp A UNIFORM DENSITY ASTN D69B THE IWTERIpL SHALL BE COMPACTED AT A MOISTURE CONTENT PERMITTING THE SPECIFIED CNWACTIpN. TIE FILL SHALL HE tCSTCD HY AN IN�PENpENT TESTING LAHNtATpRT AND iME RESULTS StWPL1E0 TD TIE ENGINEER 8. ALL GRASSED AREAS DISTRIBUTED 8Y LONLRACTpR SHALL � SEC�D ANO MULCHED 9. REPAIR ANp RCPLACEMENT N' ML PRIVATE AND PUBLIC VROPLRiY AFFECTED HT THIS VpRK SHALL BE RESTNtED Tp A GMDITIpN EQUAL TD IX1 BETTER THAN EXISTED BEFQRE CNRIEIEING CNKTRUCTIM UNLESS SPECIFICALLY EI(EMPTEO BY THE PLANS 16. CONTRACtpR SHALL SPRINKLE pR OTIERVISE PPP Y y0.TER 10 AFFECTED CCN- STRUCiION AREA ID CNNTRpL HOTN SIGNIFICANT VIHD EROSION ANp FUGITIVE WST. ll. [UERETE SHALL HAVE A COMPRESSIVE STRENGTH �' 3000 Pii AT 28 DAYS. ➢IWTLAND CEMENT SHALL CNENDI i0 ASTN LI50. AGGREGAT£ $MALL CNEIRM IO ASTN C33. VIRE FABRIC SMALL CNEpRN Tp ASTN AlBA REppr MI%ED CONCRETE SHALL CONFORM TO ASTN C-OA. SI% INCH tb•)v(ESN, t0 GAUGE VIRE FABRIC $HALL BC USED IN SLABS fNAE INCIES <A•> THICK. SIX INCH MESH tb•i, 6 WUGE SHALL HE USED IN SLABS THICKER THAN A•. SWFACES SHALL 8E FREE FRAM iROVEL Qt MACHINE BARKS. SURFACE YARIATINN$ $HALT NOT E%GEE➢ VA :rvCN 1XIDER A 10 i�T STRAIGHTEDGE. EDGE DF SLABS SHALL NAVE A SMOOTH FINISH. SIDEVMKS SHALL HAVE A BRpON FINISH 12. COURDINATIpN V1TH TIE TELEPHONE COMPANY SHALL BE VITN UNITED TELEPHONE COMPANY tN fLORI➢A fH13) N:A3�AB0 13. ELECTRIC PAVER INSTALLATINN SHALL 8E COORDINAtED BY [ONTRACTNt VITN FLNNIDA PAVER b LIGHT ClHNN1ATINN 1A. THE CONTRACTN2 SHALL CNNTACT THE ENGINEERS OFFICE IMMEDIATELY NN ANY CONFLICTS ARISING DURING [NASTRUCT/0N DF ANY IMPROVEMENTS SHOVN ON THESE pRAYINGS. IT SHALL BE Tli CONTRACiDR•S RESPONSIBILITY TO CONSl1LT VlTH THE ENGINEER FLXN MAKING ANY AND ALL REOVIRED INTERPRETATINNS fIF THE PLANS. +AVEVER THIS IN W VAY RELIEVE$ iNE CDNTRACTCR DF HIS RESPpN21BILITY FNR LONSTRUCLING THE PROJECT t0 AC[NPLISH TIE INTENT N" THE PLAN$. i3. ALL UNDERGROWp UTILITIES MUii HE INSTALLED ANp/NI RELaAtEO AS �WIRCD PRipR Tp CNRSTULTION � PAVEMENT Ib ALL ELCYATINfS REFER i0 NATIONAL GEODETIC VERLICAL Wi1X1. ]T. ilE CONtRACTNi SHALL NOTIFY THE APPR�NIAtE PUBLIC PGENCY(IES) PRIIXt Tp COMIENCING PORK VITHIN iMEiR JWISDICTION(S>. IH. THE CNNTRACTOR SHALL MAINTAIN CHILES OF AL.L APPLICABLE PERMITS N!-SITE AND SHALL BE RESPOH;IPLE Tp ANERE Tp ALL PERMIT CONDITINNS NXIING LON- simlcT/rx 19. CDNSTRU[iINN SMVN ON THESE PLANS ii PERMITTED NA.Y FAR 11E VIdM LOCATED VITHIN TIE PRIVATE PROPERTY. ALL VNM VITHIN RIGfIT-�-VAYS N!D EASEMENTS VILL REWIRE A SEPARATE PERMIT ANp MAY REQUIRE AN ALTERATINN Tp TILE CNNSTRUCT]ON Nl MAtERIM.S SHDVN Nt THESE PLANS. RIGHT-�'-VAY PERMIT APPLICglIONS SHOU.D BE SVBMITTED NO LATER TNAH 30 DAY$ BEFNE THAT R/V dt EASEMENT PORK IS TO CNOENCE. 2D THE LNNTRA[TpR IS RESPpNSlBLf FNi ADJUSilENTS Di VALVE BOX COVERS,IIMN- H0.E RIMS ANp COVER, GRATES, ETC, NECESSARY Tp HATCH FINAL GRADES UTILITIES N❑TES 1 THE VATER LINES SHALL HE INSTALLED VITN A MINIMUM � ID 11gIES VERTICAL. AND 10 FEEL NNN120NTAL SEPARATI6N FRAM THE SANItART SEVER LINES. MERE tNIS MINIMUM SEPARATINN LAN1bi � MAINTAINE4 THE CROSSING SHALL BC ARRANGED SO THAT TIE SEVER PIPE JOINT; AND PATER MAIN .RI{NT3 ARE EWIpISTANi FRAM THE PAINT OF CROSSING YItH ND LESS iIIMN f0 FEET BETVEEN ANT iV0 JOINTS. ALTERNATIVELY, THE SEVER MAIN !MY BE PLACED !N A SLEEVE ta! ENCASED IN COCRETE Tp OBTAIN i1E EWIVALENT OF THE RC WIRED 10 FEEt SEPARA71pL CNNTRACTNt Tp PRpV[pE A MINIMUM WVER � 36 INCHES pyfR VATER LINE. 2. N.L C64STRUCTION SHALL LONFNM Tp THE APRICABLE COLLIER CNXNTY, FLIDttOA. [ODES, tlRDINANCES ANO REGULATIONS. 3 ALL PVL SANITARY SEVER PIPE SHALL BE RdUtKED iNE ENTOE LENGTH VITN THREE LpLOR CODED (GREEN GAR GRAVITY SE VER> STRIPES. THESE STRIPES SHALL 8E APPLIED IN TIE SAME MANNER AS LIE REWIRED ASTN CODING VSpXs PERMANENT IM( ANp 8E AT LCA$T 1/Y HIGH YITX TIE VORD 'SEVER' IN 3/q• HIGH LETTERS APPEARING @L M MARE TIMES EVERY iyENTY-ONE f21') INCHES PVC SANITARY GRAVttY $EVER PIPE SHALL CONFNiM i0 A$TM D-303M SDR 33. .AIMS SHALL % BELL lRND SOCKET PITH A S(41D RUBBER RING. �. SANITARY SEVER SYSTEM CNNSTRU[TION SHALL % M ACCTBt0lWCE VITN STANDARDS f$i ABLiSIEO BY COLLIER CWMTY UTILITIES DEPARTMENT. S. ALL PV[ VATER PIPE IX.,ESS OTMERVISE NOTCD SHALL BC MARKED TIE ENTIRE LENGTH VITN THREE L0.0R COOED tBLI£ FOR WATER> STRIPES THESE STRIPES SHALL gE APPLIED IN THC SAME MANNER AS TIE REWIRED ASTN CODING USING PERMANENT INK AND � AT LEAST IXE-HALF (1/2> INCH HIGH YliX TIE SRMD 'PATER' IN 3/A• HiGH LETTERS APPEARING ONE INt MARE TIMES EVERY TVENTY-NE (21') INCHES. PVC VATER LINES SHALL BE C-900 CNiNM11A i0 ASTN D-3330. PIPE iiTTINLS SHALL MEET ASTN D-2A66-7H. PIPE AND FITTINGS SHALL � APPROVED DT TIE NATIONAL SANITATION FOUNIIATINN FAR Pp TABLE VATER. THE PIPE SHALL HAVE A MINIMUM OF 36 INCHES � COVER. 6. BACK-FLDV PREVCNTER FN2 VATER SUPPLY Tp SITE SHALL CNENLM Tp STANppRDS ESTAHLISMEO HY TIE C0.LiER COUNTY UTILITY IEPARTMfuT %. VATER SYSTEM CNNSTRIETiQN SHALL 8E 1N AL[ORppHCE VITN ST ESTABLISHED HY COLLIER EQUITY. SANITARY SEWER NOTES 1. ALL PIPE LENGTHS ARE PLUS OR MINUS ANp ARE MEASURED ERNS [ENTER t$ FITTINGS AND/pR STRUCTURES. 2. CWFLICTS BETVEEN VATER AND SANITARY SELER PRE TO 8E RESOLVED DY ADJUSTING VATER LINES AS NECESSARY UPON APPROVAL BY OYNER'S ENGINEER. 1. STpT1QNING Di SANITARY $EVER BEGINS VITN 0+W AT Dp'JNSTREAM MANIALE pR LIFT STATION ANp INCREASES ALNG CENTERLINE it PRfppSED ALIGNMENT, 3. ALL SANITARY SEVER LINES ARE P.VL. ULESS OiIERY]SE NpTEp NN PLANS. 6 ALL SANITARY SELER CONSTRUCTIQN SHALL BE IN ACCNNDANCE VITN THE LATEST STpNpARDS AND SPECIFICALINNS FOR NASTEVATER AND VATER MAIN CTXWSTRUCi1pN•, AND ATTACHMENTS f%HIBITS AND REVISION$ TIERETp AS Ap�TEO BY COLLIER COUNTY Ui1L1TIES DIVISION WATER SUPPLY N❑TES i. ALL YAT£AMAINS ARE P.VC. UNLESS DTIERVISE NOi[D ON PLANS. 2. ALL PIPE iENGTHS ARE PLUS tR MItWS ANO ARE NEASLRCD FROM CENTER lB' FITTINGS 3. VAtERNAINS SHALL 8E LAID BO FEET OR MORE BELOV PROPOSED 4RADC. A. CNELiCi$ BETYECN VATER P40 STNIM SANITARY $EVER. ANp UNIIERpRAIN SYSTEM$ ARE TO BE RESQ.VEp BY ADJUSTING VATCR LINES AS NECESSARY UPON APPROVAL BY OVlER'S ENGINEER. 3. ALL POTABLE VATER SYSTEM CONSTRUCIlNV SHALL RE IN ACCIIRpAMCE PITH i•E COLLIER CNXNTY UTILITIES pEPARi MENT, •TECINICAL SPECIF1Gi1TYNS' AND PTTACHMCNTS EXHIBITS AND REVISIONS TNERETU 6. FIRE HYDRANTS SMKL RE INStALLEO YITX NOSE NpZZLCS FPCING SIRE{TS SEE PLANS AND IETAILS F� NAILED LOCATIONS. GRADING & DRAINAGE N❑TES 1. PIPE LENGTHS SNOVN ARE nPPRC%INATE. CNNTRAC IpR ip INSTALL EXAc' LENGTHS OF PIPE AS REWIRED Tp COMPLETE INSTALLATINN. 2. PAYING, GRA➢LNG AND DRAINAGE SYSTEM CNNSTRUCTINN $HALL HE 1N ACCORDANCE VITN COLLIER CWMTY [pNSTRULtiNN TTANDNlDS LATEST EGItINt ANp THE STATE pF FLpRIDA DEPARTMENT � TRAINSP[gITAiIW RCAp ANp BRIDGE CONSTRUCTINN STANOARpS. LATEST Ep[TION 3 ALL AREAS DISTURBED HY CONIRA[T(Hi SHALL � SECDE9 AND MU CHED UNLESS OTHERVISE MTED QR DIRECtEO BY pYNER �. STN1M pRA[NAGE PIPING SHALL HE REIKORCED CONCRE tE PIPE CLASS III U4ESS QTNERVISE NOTED AND SHALL NAPE A MINIMUM COVER !R 10 FEET. 3. CNFLiCTS BETVEEN VATER PNO STORM SEVER ARE iQ HE RESOLVED HY ADJUStING VATER LINES AS TECESSARY UPNN MPRpYA1 BY pVNER•S ENGINEER. 6. ANT RELOCATION t1R MQDITIUTION !ff PROPOSED STORM SEVER SYSTEM SHALL NOT BC MADE vl TlNp11T THE APPROVAL pF THC fNGINEER OF RE[NNO. )- pRAINAGE $HALL BE MAINTAINED DURING CONSTRUCTION. H. CAST IRON GRATE$ SHALL BE INSTALLED VITN GRATE SLOTS PERPENDICULAR ip TRAFFIC FLDV TO AVp10 BICYCLE VKEL ACCIDENTS. 9. BUILDING vA0 SHALL 8E CNNSTRUCTED Tp 6 INCHES BELOY FINISHED FLWR 6F> ELEVATED SIAVN W PLAN, NlA 10. THE CNSTRACTNt IS REWIRED i0 PREVENT DAMAGE i0 iRCES VH1CH ARE Tp REwIIN. THE [NNTRA[TpR SHALL 8E LiPBLE f(Ni FINES pL TO ALL DAMAGE D< TREES THAT ARE DESIGNATED LO HE SAVED DURING CNISTRUCTION. 11. SPECIAL [ARE IS REWIRED Tp PREVENT pMwGE TO TRECS VNICH ARE 1p REMAIN TIE LONTRACtNi SHALL � LIABLE FOR FINES DUE TO ALL DAMAGE � tREES THAT ARE �SIGNATED Tp � SAVCD DURING CN/STRLETIN6 12. ALL INTERSECi1NN EDGE � PAVCMCNT RADII ARE 3S FEET UNLESS pTHERVISE NpTE0 W PLAN 13. CONSTRUCIINI VITHIN OAT. RIGHTS � VAY SHALL N9T � PERTORMED PRINK Tp RECEIPT pF REWIRED PERMITS ANO AUTHN212AT10N. 1M. DRAINAGE STRUCiL%ES, NNMLES, INLETS AND JUNCLlNN Bp%ES SHALL LNENtM VITN F.DD.T. DESIGN STANDARD$ ANO SPECIFICATIWS. H 4 �' q � �-• � x W 0 s O F.. `� �: zjY,o� � 0 R] } �� z � t � w a � J U O W r�-H r C „` �i $m :( Vnu �E S � � ro �a>o �: 9sWW�� s � j � �_ t W .�m�� i = �� C' .. LTmz 6 �mm !fi OC �3$ a �'�� VQ^N � �a° �j U � 3 = /j/`/')� �xa� f V V u FRE R1CIi G. HORS Q FLONDA REGCRHATION N0.22ggB DATE OCT, 18 Mi0 Q_�6�S�Ru q�'ZO R=10.00' ` � =9C°00'40' o . CHORD=14.14' GRAPHIC SCALE D ID• CHD. $RG.=N 45°07'Oi' W lo• zo SCALE � i'=10' � ' S4'-10' 40'-0' REPROACH 88'-2' 40'-0' APPROACH _ it o R ��-� �a ..i J fi' CURB c O N' 00°07'01.0' 20.73' � z r, 2.5'R LANDSCAPE AREA 2 .R 2. 'R � L� � ? 2.5'R 400W 25'R AREA 5'R (} � : R=40.00' � �' 1 M z = o� LI ti� LOW LEVEL 20'R AREA LIGHT � I 4GGW I 'l^(' gREA 6' CURB LtGHT � rrr�� LOW LEVEL AREA LIGHT � _ G=113°4U'39 a � �C.. J+- 8'-2' I U LIGHT TYPICAL DIRECTIONAL ARROW � 4 �� LANDLCAPE CHORD=66.97' BRG.= � � a r I STOP SIGN v 2,R AREA ('HD. E V O � � fi' CURB ARROW I 24' WH[TE STOP BAR I - 1? OOT TYPE"C"INLET 24' WHtt£ StOP BAR STOP SIGN � o ' r: 56°43'19' ',. � o zL � z� j TYPICAL D]RECTIONAL FUEL TANKER TRUCKS 4' � (?YP,) 4' WH[TE ti �, ? � 40 R iu _ m Z O O F �' 3 Y DIRECTIONAL PATH BETWEEN m m m � a FLOW ARROWS 'ISLANDS �� Q, � O_ "'� C � CNOT PAINTED) a .J ,., � ffi © � COIN BOX i 2 4' Q4�~ Ip'R � O ' CONC. S/W y 3 = I ,`@P 6' CURB -- N oQ V 'I 7I I ��_� N ,�Q� � I J�v @R' STORAGE � SQ P �� i ' Z M � �c - y_ ti = � Z6'o �� ,tP I @ 3 �� 3 FUEL TANKER TRUCKS DIRECTIONAL PATH � 'h 10'R a � n o. �O YS 1 I � °) +.� COOLER - N w FLOW ARROWS <NOT PAINTED) 24' WWTE STOP BAR � %� '9ti' 4.. CURB a `� 4 ppT�B$ � x�f C9 � � N � � ^ a � fu S � Y O � a ! 1 KT z z Low LEYEL AREA uGNr ''LOTTED DRAM (TYPICAL I � ,T1 � 1J j� [T u a � m R � 28'-30' ? a 1 t < �u GS BUILDING �u 'MOBIL' CANOPY LEGEND fll. 3'R `° f f �- 'ti �� {fi,�'y� •� W BUILOIN � SETS CK INFORM T = m �+ Y a ' Z � S � m 0 � H 3 ' eW- �' z O I < } 16 1�5 �i. -__ I 3 ax oz �/u 3 1-= �(, V CIS j L__ _ll u a ii 0 ' �� '1 T 1 .IRE 1 _ T �� A • ' : I -� m d. A 4 ION 2 28'-1� u c OR:,. 10 PER B RK SHIRE L0.K ES Pu0 � W � � P taifP Y �$Yi BUILDING. FRONT 25 FEET L 2 R ^CUSTOMER FEAR 3S FEET Y g SERVICE ta/ SIOE 5 FEET AREA W/VACUUM � dRwd N. FR NT F T C S 0 15 EE I� 6' CONC. AND AIR. Z REAR RONE-SEC PAD � 1� ORDOER+B'ICE � _- A / __--_ S70P SIGN `unn fi' CURB � u 16'-0' MONITORING WELTS CONCRETE NAT �1� ' i - - 2t' WHITE $TOP BAR N (TYP.) _ _\ _ o � `� /' i' � i' ��, � 4 10,000 GAL. FIBER GLASS U\G TANKS t„�' a o o � � �� r o (r o�(r o Ir o f 4 e I I I of 1 0l 1 o I ��' 37'-10' S.R @ 4 s i cf I- W 1 I ! 1 wl la I I dI '` 75'-0' J 4' WMTE wl 1 �I 1- �I 1 a 1 W 4"CURB � i i =. i al 1" yl I �I 'A' i «I 1 1 1 v l � 50'R © 1 � � 1 I of i �I 1I of 1 z l o O� - TYPICAL DIRECTIONAL ARROW SPACE 4' WHITE I I I I ly 11 =1 IDI b 1 1 O I O/ _� _ 50'R 4' WHITE 1-10'X22' 22'-0' { I I � � � � / � / `-/ to N `�" 12'R o�. `O/ ID?PRICE CWPSIG � 1 5' CURB ❑ ,}„ 6' CURB o o IS' 0' CREO'D) � � 400W TWIN FIXTURE � LANDSCAPE AREA TANK VENTS o N wn� AREA LIGHT W/POS GT Z _ `-'Jll('r-'` S 00°07'01.0' E 240.00' PDiNT OE BEGINNING ' 75' TO EDGE OF PAVEMENT 1 j"@ RIGHT TURN LANE SANTA BARBARA BOULEVARD DEYELOPEO SIT$ CHARACTERISTICS �' � T07AL SITE ACRE E 1.01 ACRES � x Q BUILDING AREA 1 INI 1.000 50. FT. m TOTAL IMPERV IOU m 35, 6J1 S0. Fi, OPEN SPACE IGRA S) e,$00 S0. F.T �D CAR NASN AREA 816 3D. FT. PROPOSED LAND U E CONVENIENCE STORE CAR WASH 8 PIMP QO ISIAIAS RFDUIRED N0. Oi PAAItING SPACES 4.02 c Ij00D! 1 25) O Q °t FROYIDED NO. OF PARKSNG SPACES s.a 4 REGULAR SPACES 8 7 HANDICAP ® r �' � 3 � .� d '�,z � 'x, p d �� FREDR CH G. MORSF„ P.E. g FlnRuu RECISIw.noN noneea DATE: �, 16 R1BR go_�618��tu 96z R=lO.pp' C.B. #5 TYPE 'E' INLET � MODIFIED OPEN �=90, r FOOT TYPE "C" INLET FDOT TYPE "C" INLET FDOT TYPE "C" INLETS GRATE INLET - -- � � GRATE EL.=1O.4 I o � f 00.00` RIM EL. 10.7 �- RIM EL: 10.4 RIM £L.=10.4 RIM EL.=10.4 I INV. EL=5.75 cnrowc sucE HARD= 4.14' io• o �a• o• m 1 N. INV. E"_.=7.17 N. INV. EL: 6.49 N. INV. EL.=6.15 N. INV. EL: 5.85 I CHD. BRG.=N 45°07'Ol` W � '�' 5. INV. EL.-7.2? 5. INV. EL. =659 S. INV, EL.=6.25 S. INY. EL.= 5.85 17 LF GF 30' RCP sc.cE , rno• y \ 70 BE REMOVED &REPLACED BY 30' R.C.P. � E. INV. EL: 6.25 W. INV. EL.= 7:D0 p • � E. INV. EL.= 7.28 @ W. iNY. EL. 7:00 m y � qy yi �, PLUGGED END INV. EL.=5.75 R=40.00' o n r - END INY. EL TO $E R£WSED TO 6=113°40'39' -------- QQ��L<Q_�L-- 7?�'- ^5,�. INV. EL.7.00 �,.-._s� CHURD=66.97' o ZO „I _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I H - � a � -- - � ,C D. BRG.- � � o `i.;:� - / 'ti ® C't--f 11.4 �_ � N 56 ° 4 3' 19' E °. d < o j �,,�. - 10.7 -�- 1 \ \ PARCEL FLpOD 20NE 'X' v � � m t � 10.9 10.7 � ( p,9 r 10.4 s 10.9 I PER 'HE FLOOD INSURANCE RATE MAP, z a m r i 4 C �-^� \ COMMUNITY PANEL NUMBER 120067-0>w15-D I.. I ,VI(( 1p,7 I � 72 DATED DUNE 3, 3486 j.. � �" 4y Z 1. � -� 58 Lfl� 10 `PVC 60 LF OF 12" PVC � o Q i � 64 LF OF 1?" i 1., % 50 LF OF 12" PVC m O �_ i @ I,C � @ 0.6 % � � 2.28 % � -JUNCTION 80X � U ajr V � 11.2 11.2 LO � 1.2 � �` 1.1 1.2 , 11,2 � \ 11.7 \ / RIM EL. N.9 � '� m w � � 1 ,� 11.4 F IN ' �`a=�.? z2 c o � I u 11.3 11.3 � ► 1 °`/ �' - 1 1 11.7�- ', < , � I TiS I , � v � L; n `� ( � ' 11.6 I o� w .�' 11.5 1L5 11.5 i� � O 12.0 B.M. DATUM I � __ " _ 20 NAfL iNl 1�' PSNE 122 \ R ,�' 11.5 Il.l LOCATED 100' SOUTH pF THE � I /� ��I, STORAGE - .� ► N.E. PROPERTY {pRNER � � a \/�//\a ELf V. = 11.08 � ( � 11.6 11.6 t 11.7 I �} 11.7 � 11.7 1i.7 11.7 11.1 _ � ! - z � �� NM I < vuq < s tom.. mmN�m a 12.3 ,/ I CppLER ..Rn .:a � �aRVC ,7't5 i 0o W;� � o 1i.5 2.2 � 2.2 11.7 �l >!` � 3 � R� ga w z z j I j u ( � �� / � - -ARMCO SLOTTED GRAIN � � a 3 Z ti �I i a � b , 11.7 1i:9 11.9 "/ 11.9 GS BUILDING 11.9 � 11.9 � ! 11:9 0 �7 x � �R vl ae � iti � FF EL.=12.3 / 11.7 0 .5a �I �. o � / I SALESROOM / � i �� I o @ � /�_� � � i /,.. �\ I / /' � �� """"' 1L8 11. - ' 41 11.2 �v$z �- ,� Ff EL. t22 1.9 �2.1 2, h. 7 2.3 � ( \ 12. 2.6 ��,"�1/` d \2.6/� rR� � g` �, o) `3L �;�� 12.3 --- 1 26 i� 1 2.6 �I - I 2. 21/ _ +�.1 � 12.1 p � Zb� sP_ase Pao - �I \ � .O �'- \ � `• � � I � � � � ��\ "T'� � �� f6 LF OF 12" --� tY - - 11.9 � 6 P,o 2.2 L8 _ ( _� es LF of �2.. P✓c 6 I.0': 97 11.7 0 11.9 _ 119 ( � 11.9 11.9 11.6 FDOT TYPE 'C' INLET �I 1.6 � I 11.7 RIM EL.=10.3 0.4 _ f � it N.W. INV. EL.=8.35 _ � e6 , 1 . _ 1.4 I 11.6 � 11.6 ( 11.6 11.6 � � ll.6 11.6 � !_EGEND Jfc I� I o,� i� i� �'\o 11.3 I ��. I � 100 LF OF IS" RCP � / O ' � � � � 0 � � O ' � I W SYMBOL DESCRIPTION - � 0.6'; - 1 11.4 � � � PR�OSED STORM INLET ,) -ARMCU SLOTTED DRAIN , t I ( �I I WI I .i I �I `- /� � � 11.4 � ( STORM INLET BY OTHERS �,�'� I � le LF JF 12-CMP 11.4 11.4 11.4 1.4 I �I I ¢I (� i I �) 10.3 I � _ � ► DIRECTtpN OF FLOV RUNOFF ARROV \Nv � I �� „f � • I I .-� I I I, � i YI - - i W -;�- PROPOSED STORM SEVER e0 � �. I I �i I" I I �I __ STORM SEVER HY OTHERS `G � I :I I �i I `I I § I �N� I - _ �•6 07 0.9 � 10.9 � --'� � 11.3 PRpPOSED GRADE ( 11.1 10.7 11.2 ( '� � 1 l � l�t� i ( � J 0.8 10.5 � � I� gR ( ...,/ � a .� / �_/ -_�� / o U'> �o+� EXtSTiNG GRADE ',. � �^„ 66 � - - - - BASIN iIOUNDARY � Y 3 I / - tz /2 � O- - - - -- RAF DRAIN VITH CLEANOUT °C' �� R p.4 I 2L� _ I /Z Z �-iZ.D �- PROPOSED CONTOUR (O� �� i0-a'r ,.� •e FDUT TYPE 'C' iNL T------------------------ �n '�' �.-i -------------------------- � � PROPC'ED GRADE BY pTHERS � •_ S 00'07'01.0` E 240.00' �10xJ ®'a_$ S_INV_E =8.92 T-T-------------T--------- � ----T--------- '-4--- -- -- -- _PCJINT DF BEGINNING _ SANTA BARBARA BOULEYARQ � FREDR CH G. MORSE, P.E. y� EXi i2" WATER MAIN rtawo� xacurna,�ox xa uaee wrc. «,. � e mt 0_��18�►� 9�z° I INSTALL CLEANOUT M:H. #5 � FROM BERKSHIRE COMMONS MASTER RIM. EL Ill RIM EL.=11.45 UTi LITY PLAN) ceaPR¢ sca�E ' �'. INV. EL 7.08 INV. EL.=7.00 lo• o lo• o• N.E. INV. EL. 9.80 scaLE � I•=!o• .� _____________ ___ 1 ! CLEANOUT ELEVATED 2L' c\1 18` VERTICAL CLEARANCE MINIMUM A80VE GRADE {TO BE I PROVIDED BY DEVELOPER�� i l N 00'07'01.0' W 220.73' Ir LANDSCAPE I HOSE BIBB � j 1J2' PV 20'R/ z� 7 jjjjjj � � 400w I y AREA g LIGHT 0 ?/4" PVC" �� 3 /4" GATE VALVE _ - �� pow w � '� � >z�`$ �n-�. (� w wuw� � u UW�e � � � Z �o a f\ i +� li (� I - L _�_1 3' r =—�-I I r I LL — _�� O Q� U') LUw LEVEL AREA LIGHT 3/4' P.V.C. WATER MAIN — W i'� — 32 L.F.-6' P.V.C. @ 1.0% 96 L.F.-6;,,.P.V.C. @ L0% 400V AREA LIGHT 3/4' P.V.C. WATER MAIN —10' HORIZONTAL CLEARANCE MINIMUM �. 750 GAL.GREASE TRAP � 3/4"-90' BEND 12 L.F.-6' P.Y.C. SANITARY - � SEWER @ I.0% �3/4"z 3/4°z I/2" TEE C.B. #5 TYPE 'E' INLET ' (F.H. ASSEMBLY �_ '� GRATE EL.=I0:4 COMMONS DEVELOPER �' � ' INV. EL=5.75 _ _ I � 17 LF DF 30' RCP IBY DEVELOPER) � y � n I PLUGGED END iNV. EL.=5.75 �' � (EXISTING)- a z O AREA LIGHT L �~/ ['i\2' P.V.C. WATER MAIN I/2°-90° BEI / W µ•— N V.CV.C. WAT I I/2"-90° BEND 3 \ ts'R �� i� 11 � 11 t 1 7 II ii i� 3-3' U/G FIBERGLASS FUEL LINES i� al I I I I //aC Z.. SIPHON LINE � I j I j{j r,�/� L____________L_ __ _ Y__-1____________J - - ' ' ' - - - - - ' -il c r-P.S------.,----- _-. o _ _ o I I I!2° PVC. BEND-- ,_ _ 4_I0000 GAL. FIBERGLASS UNDERGROUND FUEL TANKS y., _ t � �� ) + � �* ',� �` ' I lol 0 of j poi '! i� 1 1\2' P.V.C. WATER MAIN MAINTAIN --= I WI i � i of I AI of II MINIMUM 36" -- I I I 16 W! I WI t I wi 1 I ri COVER (C-900). it - , - � I zl 1 �1 t �i I � I I �I 1 1 Imo\ Q' I �I 1 wl 1 �1 I� � I 41 II II Ii I - I �1 I �1 i'' a l p l I �1 i 1 1 �:ti I I �I i of I� o: I � I I i t -1 1 -I 1 I II II S R 11 - 1-IO�t 22' .( O 1 { o lal 1 ( O ) I' Ma+rtoRwc vELls ��////� 50'R SPACE o♦ _ / i 1` / �._ i �`+ / i�<TTP.> Q�___ ______'_ _... ____J TWIN FIX±URE LANDSCAPE AREA TANK VENTS 400w AREA LIGHT w/POS 3-2" U\G FIBERGLASS VENT LINES INSTALL I-1\2" METER W\ � I t/2° PVC BEND BACKFLOW PREVENTER � ' 5' CONC. S\w IBY BERKSHIRE LAKES DEVELOPER) S 00`07'01A" E 240.00' S' CONC. S\ D/H TELEPUNE LINES f POINT DF BEGINNING EXIST. —� SANTA SARBARA BOULEVARD � '.NSTAI-L 2" TAPPING SLEEVE S1 61'-0' TO EDGE OF SDUTHBDUND LANE EXIST. 12" btATER MAIN VALVE TAPPING BY COLLIER COUNTY LEVEL LIGHT 1/2' P.V.C. WATER MAIN ,�--)-- � � E» a cdoa z o: FO°'+= � � j "� c O 5�z 7 � � O �Mmc� 40'R � O < A: � � a .am� !-. o !. �m F NOTE: " z t m i� �- THE OWNER SHALL OWN & � ~- _ �� MAINTAIN ALL ON -SITE � � � � �� SEWER SYSTEM � � �� $" � o �' as . �p=� = � via 6 p = � e �� J LOw LEVEL '� W 1 AREA LIGHT 1 � $ . a Y vmz - CUSTOMER � 8 a SERVICE AREA w/VACUUM +ND AIR J LEGEND PROPOSED WATER LINE ✓<' PROPOSED SANITARY SEWER SS - SANITARY SEWER MANHOLE �_ a (BY OTHERS` � CLEANOUT o- -- a HOSE 8188 o REGULAR UNLEADED - - --'- �- � � SPECIAL UNLEADED a SUPER UNLEADED � - _ _ - � - - J TANK VENT LINES - TVI POLE CE/C SIGN W GATE VALVE _� O �' N [} � � a� O� � � �� Z -'NSTALL 1\2" IRRIGATION METER W\ BACKFLOW PREVENTER � ff � y�� ® �S __________________T________._ _ .-__________- � ------- - FREDRICH G. MORSE, P.E. � nnxma xecternanox Ho.zzeee �_______ g _ ________________________ U�t�-i 8 Ai Q_�615�� 96za R=10.00' M.H. #5 I �=90 00'G�` RIM EL.=11.45 cwAviac scaE CHORD 'd �� la• n la m• CHD BRG =��' 45°07'G1' W � INV. EL.=7.00 r SCALE 1'=10' ' _-__________--__�\___J 1 (� (� � _ z - 'ir I �S �� f ow u 1 Y< J $od STORAGE COOLER f�� .�, � C.B. #5 TYPE 'E' INLET ,� GRATE EL.=10.4 0 . �' �� INV. EL=5.75 m ., •° � _ � �- 17 LE ❑E 30' RCP ;, � � �� ' i \ 3 a a A to �6a A� . 12 � � PLUGGED END INV. EL=5.75 � T - � � O —�-=a=—===_= yA a � e dad �{ L GL � � � >, 1 R=40.00' z t� � o n. - ©=113°40'39' a �-3 =+_ iA4i3AT�� N S. �E.= � r' � ' S'c CHI]RD=66 97' � W (Y,. mr - .. ._r CHD. BRG.= e �< U �- N 56°43`19" E � a / ., W \xfl z a a' �T( ' Q7 ',iz � �f/ sm qg � � r � .� � 4 ° Cn "' ,hr R � GS BUILDING � (^ �,. _ w „ Y a y LO a !� I lam, � �oOOm �e 3 =�n a � u SALESROOM ` '�' ti0 � z ��\ `�\ �' •\ IdRS4APP CA1,4gyATlVMS � C ram----� / / Y o r I i '�'(�q�j' �` r `I Jr \ �I r �� / �� - " e�vicerlvu enwzxEu rAevmsv 8 i 1 I I � I I I �1 �, �t _ � � Eee en »Icl r _ -�.__ � � \ i \\ �\ r 2. o !gyp Y i � i ♦ i \ i � O Z A;IA-sw: ro :ernua EaoveE-.E 1nn� b . , :v:x oe EAPo ... �. V // � J tl:EA:ci 'v.NGE[APr Arr.. . c�O/ VO � PA. A O] .. .._. ,. Y. LJ 3 { MONITORING VELLS � <TYP.) - _ _ p o _ ' O .__ � ' .e_ t O i I O 1 t C t C 1 I I +I I I I � O( �� I WI I I I '$' I �I u S C�� n s I cl I �I I.. w I 1 C �—�i..l, `'9 1 wl I I It -+i I �I ' 3G� $oc E. 1 �i 1 �I It �I I I I, / 3. 1'VC IRRIuAT10N SLEE YE ^``C 1 �I I 1 1� QI I �I � '� � 1 yl I �1 i wl 1 J i�ofE �iEE �EcT S of 11 PoR. PLA1+j r LP 1 1 I 1 I wI 1 I ... ., `. k .o I-��iTr a Tr'�I LS f. $i'i:��FlChjit.Ts' � - 1 ai i 1 1 II I 1 I) z- -- _ -_ 1 �I�, �11 III gl o�O -- _ __ , wE.l=� �r moo. a•`_�n I O 1 1 O lol� ! i o 1 ' r In (� — 4 y � ,� 9 �Vrt � \ �, by ----� �, ---- ° t � O a � ` � - 5oD NK VENTS � �D . �-.- - � �' � \- Z 0 �W- � c 3� S 00°07'01.0' E 240.00' ve � ��° I�� - __ __POINT ❑E BEGINNING � P.r, .r_, ,�,, ----------------- - —------------------ ---- ,. «E i8+� g �. SANTA BARBARA BOULEVARD EXIST. 12` WATER MAIN '� p_°��1g�Rw ��Z � R=10.00' M.H. #5 �=90°00'00� RIM EL.=11.45 CHORD=14,14� CHD. BRG.=N 45°07'OI' W INV. EL.=7.00 i • ____--------T----J 1 ---- _, .1 I i i '. / � � , �1 Q W N �- � ,a 3 v� I � � o "' �x � t a EE 9� sF c d z - m o E, d cz R=40.00` ' � `� S o �_ 4=113°40'39' a CHDRD-66.97' z � CHD. BRG.- S O cf N 56°43'19' E a � �� U < ;, � x--i s !Y O F � .r �_� IRRIGATION NOTE$ i. Cox Aac roa TD c}u CD' -LEER COUxrr PueL C xORRS OEP}PinEv TO YE RE iY S m r«E 12" w•TEP LixE ARf35 ae. '* V "� o 2. SYSTEM PESSVPt P•x4F 14 TO EE iP0« 3 z IIO To 75 P. s.x. �xi 1. Coxra•croP ro c•u ExGlxEEP of i � � q RfcoaD Ii EE:sTENc w}ru LINE � [ P Pf SSUPE 13 OuiS10E TnE SPE[Si2ED � e C. [oxce. Z Q R i 6 xrvcroP To ENsr}LL xfcfsswar 3 SfxDS ax0 PITiIN43 TO CLF•a . � � p ND[PGROuvO PS PixG aaP•NGEnE«T. � ? � S. CoxrA•c roR To n}I« x IB" YEaIEc}L vl cL uvxcE AxD 10' «oax:oxr}L � Z ep[. SLPAv}LION TO •xY Sawt TARP Sfw[P LENF S. : O �a O �� Y U $ _ 3 / `3 �( � 5 / 1 ` ! l L� /' � u Z FROM TORO CAT0.L04 � U / \ t \ / Y / / � � � � _ _ /i/ C / �— �--� � J b HOOEL N0. P0.T7ERN OUANilT'( DESCRIPTION (U �=�J � 350-SSF-PC 3600 1 35o STREa« SPR}r � '. — � FSF-LG-PC 3600 2 foc-LEss Cp FSF-LG 380o III Lou Gs �Lox•cf c � SB-<-180 2/GOo-2/GOo 13 ADaus+•BlE suE}N Rueaua xozzu : 11 MONITORING WELL$ � Sg-g0 t/GOo I eueaiEasLEz=LREE•N i 0 0 { �I { Ct�Y) (/�O �,' �C x' i�a �) OJ 12'-F 3800 8 !2' LON Ga Lox}cE � _ I 1 1 I � FSN-lG FL}r $PPAL LON pi 1 cl 180° 20 c}LLoxe4E �� 'v5 EE VC I w; 1 al 1 wl 1 of al 1 al I> ¢I i ?1 350-SSN-PC IBOo p Sraf}n sva}Y roc - Less 1 �1 I �I !� I 1 I I� I 1 W 350-iS0-PC 90o I `rAE=.n SPRAY saG- - �' 1 ai 1 �1 1- 5 i �I � ESS I �� 1 nl I ' 1 �I ` 32' N-PC i80o I �2' tow c}Lw }cE - I' I '^1 I NI III y1 1 �i CJ oc-Less (p _� _ I oll sl I� o l 1 (T II 1 I �! I I �1 � 12'-X lBOo I 3AL Low cA oNAcc ` � � �` � � �� O j (U 2G0-OG-9II 2 1" EIECTaiC ELORE �, aR i I.__:- _� �,, p/ice. - I O �_ �_ _ -� O � v re �-,� _ 15o_S50 900 2 STAE}N SPR}Y © W`�- �w a �, ' � FSO-LG 900 2 FLAT $PP•Y-Low � °�,', � �� wLtox}cE / Z fSX-lG 3800 1 Fur $FRAY -Lou � � GALLON}4E ' � � � � FSX-LG 2700 1 Fur SPMY-Low �I �? a S 00°07'01.0' E 240.00' GALLON}4e ® $q: 58-II-380 1800 3 I\2" WPoGATION METER -----PDINT (JF $EGINNING---------------------------- --------------------------------- - E. � i --------------------------------------------------------------�--- FREORICH G..ORSE, SANTA BARBARA BOULEVARD PLOPIDA NecLSTR}nox No.zzese EhLST. 12' tdATCR MAIN � G�TR a./emEt ,} �— C.B. #5 TYPE 'E' INLET � � �' GRATE EL. =I0.4 1 INV. EL=5.75 GRAPHIC $Calf 1 � t0' 0 10' 20' I � I � 17 LF ❑E 30' RCP SALE � 1'-10' �.i / J i � ; PLUGGED END INV. EL.=5.75 I � 1 ' N o0°07'01.0' w z�o.73' '' - _ � r-1 _ / 7 � �' ''� 3" PYC IRRIGATION 5 Ei t' � � - IIJ/ tim .M.l r + n «.. a.n«,vac a • e�Plmefv, I1 p�. a+l. A:K erg r+pa• K , vn. W M a .tin nn , .cai.. r+ ..x. :.mfm` top>oil �uf�. -RA apt ra ,•111a1nR. �MIVR• OVYEe. B iM• pt1mR� vaoKn tl tr nvf la•dfvnt p+.en,. nrar .: n T + •+ u Atmar i Al 11 fl « '« u . inF Pr YM vnEr. +�^ t f T � mf 3xMo cAr c•.p-Rx c.. �l, .pr l„klr o r un36 t M' v �:.r• •• �• [f +r o rmvr.rl Mtn rlmaft aa.. n .twa ctlf mlms. ap P I nd 1 f t •M+e ;p, d . A ui iM `dPr a+.e rr(xtm r n.n. . .b.A-cart tM cAPe ;3 os•Idet a c+«prrM Drr " , xRThi n � •e tnr Arrl ru � ! k rr.m-apl.�fon y ,n l .� LA OMTP TOR aMAl emv to :ACE LRP>5_xK �MM. �lt .e. a,ne�a•+nda +'1 •.y .. frnn a - c a.t iRx�s , AHgtTE +te3T of mJ cmflacta kri, tv ... ru�,im ! �-, " ' mY 1MPrv.e.n +none m tM+« dr+rinRa. 1 1 f 3. Th t06 atoll nami+n a m m -APC - al• i if :. n +n re . lumrr of D vta an. vr. ar. tM Plm p•Pl•�� ... ,.•. spell ♦ h..l . cmtrol. la t!n W A Y. All pl ca snail M Jiov:de t: ar 6rvtrr •Y41c„1 .. �h of Mi p 3 + or varlril m I1 � .n,el) 2 R t` l t u ' They 11 M +wnd. M+StpT 3 •mvY rt20I N M IY ee bm !n le+t. TMY m it adpeat a. 1 •tt+ er !ai>u. TheJ +Mil M•e M+itnJ• v... i.•, 1+, + r .v a> ma. f l aINtl OMNfw M � anallN.•r=• +t +> r+ntee prrl 'v R. All Plmt+ +Hall M n Y 8rom + Hall ..mP:f vex ♦11 rnraled du tnla y«rf«tl MIl M PraR 4 RM cpufzea intP+celmR. vir•dfPe +tmda 1 �:�+ r; _, er+ tMt Bret •« c:.levmn rr u a .+ ...{pm r.ewr..mta [er .+. nr..m nr+a<nfnR.. • ap .tint,,. nThr umoseAx eopsRAnoR + .li „ rr Mla .��r°^• Jle+ e In rmrla+ Aev+TtMrn t a d..in a a...ee r..asrinR :ra laxntnlnR�a.•.ne.lfa.. ` ter p « J isms+'. wr:+ t .va 3x. i rla inp «. , _, . ..er.inra era. 6RI1Rmrr pY `h" m�.� fnRtM � tow ••MT'el« e > M .t.tr elms sv,ra of Hotta.. r.t.r.. ntMrri.. ++ n Pl.ntR mar lnp w.rmte. wrfaa.r tPlmeR stole M MraY pva.r rlfMttr .nnelr,,.., .a_.... t, .nn•. ,n x+. r ve eooirexcroR atoll a en. sell.. nl +Is rGmt{nR 'i n. 1 Il Y.of tM Aroleet. 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MORSE, .E. tTa£mA Reclmunox NDzzeee D%m ECT. / 6 lai � E-'1 'd Tad= <- a O>. � � � y u [Y, � �; �p T � � c '' O 0 ra m U 5 Ts1 Z � � a'np V S Q moo• �: T r r'a_ o li 1t - • I // 1�� ~S__ _ '- i 11- «:rT„ PLAN -�1 iiiRia"ii►'o' iA.►o�►so� 000..�. is►i►�iijj o<.�►o.. ��N��UV NN�o�� CATCH BASIN DETAIL F.D.O.T. TYPE 'C'INLET INDEI( 232 --l1�t� TYPE S-t ASPHALTIC CONC. - B' BASE COMPACTED i0 9B% MAX. OENSI7Y AS OEIERMINEO BY AASHTO T 180 NIN. LBR. 70 -17- $UB-BASE MIN. IPR. CO. COMPACTED TO 95x OEN5IT Y. TYPICAL hAVEMENT SEGTION� 82' ^B-� 74-�6� 36" 8; OPEN GRATE 1NlfT � � -SOLID C:YER li0 3� '� oG,G � our_yuow 07G 30" RCP COCO vacc � . B- . PLAN VIEW OPEN GRATE SOLID COVER i,��,.. �.. _-I- El. l0,�L0 b coNc x r BAFFLE 30" RCP +� �_ T-oo 2' °J : I -+ T2- PYC T - � __ EL. S.BS EL. 5.18 /:L BARS ®t2' O.C. SECTION C-C- MODIFIED OPEN GRATE INLET �� if � 1 I BO' LS' 37 117' TEE PlUO 501E SIZE aENO '.. BEND BEND A' B A B A S A� B C O a- ti' e• t• t- 6- s- 9• ' r e• la- i B' lt' 9' 9' T- b' S" 12- 9' � 10' 2i' 10' 18' 17' 16' 10- T' b- 13- 11- 17- 3b' u ' a' 77- tT 10' Y 6' t• 15-, 6•. t' 26' n � !" � 7<' tb' � t5' 10' b' 6- 18' t7- 17- 30'� n I 30' � 30' le' � tb• 17' rt' 4- 77' t6'" fa' }!' IIIIII TYPICAL CLEANOLIT L(C r��r a GREASE TRAP BEARING BAR- E PAVEMENT _.- � SOLID WE8 SPACER 8�� BASE --+- FILL T WELP4' �6" NECH -•,� COMPACTED SOIL TO 95'k MODIFIED PROCTOR DENSITY CMP PIPE ARMCO SLOTTED DRAIM DETAIL N T.S. •� �, ••�•• •'�'• � � •. - •• � fish-IOtlO ri1YF �J� u.A... t/ � �{-� �'11 S "' � "n l�� .-.x��'� 6..R-�. ; � - ; -�:. � '. � �. . � .� Jim lR'^ { _'Y3 CONCfiETE SLAB DETAIL C.�___� t .�=_. - CARWASH MUD GREASE TRAP DETAIL . saTLE I�r_r �- ..--.,...mm �I FREDRICH G. MORSE, P.E. F1AR0)A NtGL4}BATION N022bbB OAtB tICT. 1 B NW � O � a s C a p ��` Q � y :i G � mF v3Ua�z o �Q w,.amv z � O z= m� <� �% �' o � i.1 � O `i so Iz�� I p o � C S � �o�°'�a . � � � W F'i Y a6 � 05 'Z� U � i $_ .y m Ti �$ {? L� f6 ;i� Q r.�H V�Oy �a. �I - ® 3� +� �L' �3 0 G�oboO Oo� �or��o�a��o� U.S. Marketing � Refining Division Marketing Operations Engineering Department Fairfax, Virginia 22037 SD -I GS YARD OE TAILS SD'2 GS. YARD DETAILS SD•3 TRASH ENCLOSURE 8 STORAGE BLDG G.5 RUII DING A-1 A-2 FI.WR PLAiI, AEFLE:C7'EU CF.1 Ll NC i'I.AR PAR'1'1 Ai. C. S. FLWR 1'I.AN FVR SF.CUR17'Y A-1 S1.AH FVUNUA]'1 UN L ANCIIOR HUL'I' PLAN A-4 A-5 F.%'fF.RIVR ELEVA'1'1OHS 6 SEC'f1VNG SIIELV ING PLAN b UETAI LS A-6 VALANCE ASSENHI.Y F.L-1 EL-). ELF.CI'RICA[. HI'1'E PLAN AVILUI NC ELECTRICAL PLAN EL-] F.I.ECTRI CAL UE7'AILS F.L-6 EL-5 F.LECTR ICAI. RISF.0. F.LF.CI'AICAL. PANELS b SCIIEUULES P-1 PLUNHI NC PIJ.N AC-1 II.V.A.C. PLAN (HUSSHANI CN-1 CAR WASH FLWR CW-2 PLAN 6 EX'f ER10R ELEVA]'1 VNS FVUNUA'fl VN 6 SI.AH PLAN Cli-3 C'W-A SECI'l VNS 6 UE'1'AILS CORNICE PLAN L SF.CTt ONS C'W-5 C�'b ARCIIITF.C'fURAL CEREN'1' PANELS PLVMAl NG PLAN b UF.TAll.S CN-'! CN-e PLUNHING PLAN b SEC'1'lONS F.LECTR ICAI. PLAN CN-9 ELF.CfRICAL PLAN /BAY LAYCUTj UE1'A1L5 N07'ES CANOPY CA-1 CA-i CANVPY PIhN PVNP 1SI.ANU CA-1 CANVPY ELEC'fR IC UYVU'1' EDWARD M. GHEZZ I , P. A ARCHITECTS PLANNERS 9595 NDRTtI KENDALL DRIVE MIAMI FLDRIDA 33176 GRLENI-IORNE SI O'h1ARA , INC. 1511 N. WEST SHORE BLYD. SUITE 250 TAMPA — FLOFIOA, 3360T BUIIDlN6 DEPT. CDPY LOCATION: _��"��`��F81`� o_96�g�+�' 96z o TiiiCFi r]Gxi FIL' anss 1, my-z. ua o te• gapvE fanDE vitxix a IgaliOxfiL anD1U4 4' FIWrI CDNECLID« _ rrncx suax avM � � . • DIY-1 eELOv f11i•DE e1T4. @OzEs. EIC. __ • __` s � _ e __ �IY-I YIIMx Ip x@RIIOn1aL Di MDYE 4aaDE ItrUry Ip • ,1 i y N 1 a �` lY� , . �alla.taL DlSinxCE fPOx e d EDGE tK iuM. 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INSIDE Rullzsae . .-_ -.. _ __- 1 � rK IN(Ai RFB � I.AR MMSH rp.p }0 P9IRL (6JEJ .. -.. - 1 I—�w�ELEC IFiC «EAU _ • w qwn SrSfE«5 1 ( V I}I} pK V i0 " Mi iRIP SriiCN 1 1 IR}I 1 I IMp�2P IO LIG«HM: finlK lM W 1 1 rn2iF0.MC [WtKIgIs 1AI O -. `. 1 1 PAxFt EJP Ef W1iir1F L15. 10 LIWUIrrC (IWiaflinlU SOB 43 � { SSJ - N3 ® i OW�.'P ... vON}K TORS TS+ 0 c�.... ,..?C* r�znooAe arts �y glnsil% L+s. le g� � uwa 1 ® { lor>n.zP ro PAN(L 1� 1 (� (d p � I azzlaoec cs 11 nc c«Ts. I i �rU ra%1 iPIR) 120/200Y 1 IrIM 7t` Gs 8L�%, Cw iS. i0, 9W i 1 3 A2II�xAeC 1 I 0 _______�004 30 GS BLDG. & 200A 30 CAR wASN BLDG. �arK OUTSIDE UISCOtdNECTS PANEL M MAIN DISTRIBUTION PANEL f/�/J//'//�J R pL i�ON.7Eµ.�E.7�,rI..E /// � W W.itORw (U .Gt PANEL. A PIA - -� a B •OO20ltt5 1]!/ ]wr, i E S VILE, 811V tIRS OLT - - ![911miq '_' $ g g9g 'W-• R911PIIa gezaE rogf ]e! Iz a I '+ s a u itl ism sla ]NrE ANFP Itl IE a t • 1 ID IS IEIf A451WLtS f faM fly! 4tlmfA � 12 A 5 { 1 a 13 fA9 •�[a LF1rrY- LI! 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' urewY. �Ma J^ PiPTNG DETAIL UNOF_R SNACK BAR —ny -rrr sfE IrrrarttEa IEYIIFIE1111 ra rlw o1E t! nw rwlr uRl YSE nw r AosY Ym II W >t soar WlIYSIr frr coo rRA sa Rswlr Rr IwaO 610E fgrlAtR I SECTION TIBIU NOSE 81BB ' —s;rc of 1 ur ou t!M w 1 I/r nw 0 YYA 1 RESINOUN ELEYdiIUns —r—E—�-' - -- Y+I�. i +y�au� i��u i' I♦�Inv Cl� Yr Y 3' 1• a IHv Lnv .! 011rvl rll • IN I rll Ann 4LC ntr'r' � ! i.li cranA: wLUR mnx rrNlcnny��ai �+\ SANITARY PIPING DIAGRAM SCALE• Y1E 1 �///////////////�///�� .. .....'.. o-. �-z ;�c; • �% /ca m -7� WATER ItEATER Rf'M6 pAGRAM urn PLUBISRi fl%TUIE Sg1EpAE llA f InaEs a !! Erla@ ala I.a4t®n K YItA n9sf1 - aR41w naYw rw. xtx s tNwlwl - 19 lsrs ! w 1/rl Y !Utl +165at tRR lIRF unlYr - YERIW nRew sot. +x.Yz Irr 1 frs fYICEf RPf]r1.9R 5[IRIR SIR - MAIw SILIYIl+ 1YE.an Ir0 a If0 wAllmwp+l114014 ta0CE141a1.OR.No IW SIYOYa +lIR 04 fLOY aY1R - Rallt rll lE9 tf1 IJp 6FY M9 - R411f OY111[S M >Y I COwa1RR SIR - SIlIRER SIFR-Olin( OY4 90aM EaOf 40Y ;Olf! 01 aNaRF IVY Wllr. IR L 1. RE. IROfI • OY-l1 GENERAL NOTES LRnIR Yw r11E 190EAlIU rLY 1R1 w LfSf TIP MSIO 2 A+IR RRSSWI Ylal! Y E 4 YE aOfYYaO Ytq 4111E1aR1Y SIIVl R IYEA19911111E 1 R f 61PIi EYA.ImI �,,. lRtK pIl0lR SalLIP YtWl191 t'-P+1'-P.xl lf9 ',. fw[t R10. OEIRY rM UL 9EV 6Y YIQ 4RR '.,. 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SCCiIOR •A -A' ROOF NOURTING DETAIL FOR A(C 6 COOLER COMPRESSOR sue 1 ur • r-P u rR rw rr tsetlse rl A9lir if IUIIr GIII }µ0.1U rS%Llfe tM1 4FMAPRrR IPA[ cw a as � "0°r GNafL 1 [ 1 aA IIiRRI \ - __ I PREFADRICAIED METAL F20C1F LURO NIS YERtILAI SECTIDN SIiOXiNC SIUE OF SALESROOM 6 STORAGE sue of • r-► Lrurl fwno a:L q olrnss (r GRR Milt ` ; �r i PO -] ra%1RE �- ruin Wool Yrn ERTICAL SECTION SIIUMING REAR OF SALESROOM ' SE4E 1/f - 1'-P amPlr r1I 13[ �Ml. :v�nlcn�'I[R '8' - 'U' SECT iI1RU CURB ---- rRe utr-�'-+ — IPA' WA Rti 11rR (lRHil -anlrf•Pa Yz Yr 1 m I _rRlw _�EryR A'.R rlltE R%Iq iaAea rA(Ir eW - [R W a SaT I E R�Pl(t B) afRi f a aua LLKSirt flay%Ir fe FP RA511C rU5%Ir M ---\� U = a� -�. EAi1r rlt YfI IIR 1MI1 til LRNL fi K (IRI(YI n I Im(ai s; rlI a•r0.1 11f Aaf LIE - fR Ll YI✓y N•.I Ye IM Rai R i• (NvtlAlr a' PwIW I • tlnNui �Yr PpMIE / � f P • r [r elFa alll T rl tu111RnM1 N'll V ar 1A tt{RA lfN ► vl la tll rlrli {la L �I lAu • naDF DooD r0R ru>IRG c wRDUIr miuL rOn A/C 6 RE`81GERAT IUN fTYPI M. G GUERRERO. P.f. <,(� r .� _. — low _ iN rll mm I llt lilnAl,� � ��• y �. 11 A _ aa. p' I �� nil �in.� xN MXel1 , .. i i Irvl 1 �.I � •I III ILI 11/tvy II I I rNtic M • � t x`I I�/NN IUUI I l I _ � � � ❑ f �-*--- pI HII NI•. -_---- .nrnn of - -� __ t t � A� NNM wAnH ti f„ t% I t . t •falll y AI I It � _ _ __ -._ � d C >� � -�- \ � xl 1. � 1 .'' 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Sitil✓4[ ItY'1I11W tIUH YAfNWCr f'-U^ „OOtI N IF.[Hlnit in5lln rNiLi ENIRAIII:E ELEYAtIUtI ---,.It I u ' N.I n��ii,li ilritXl t+en XI IUHtI O y£T� O ; *� O �� rc�Np ��`ny �:YM S H`; I��il. OXb tetnl Gram .>_� � ,o.l,. oheti F ySMFS �Yx-� SkHo. ' __ - }..,, * fit! I N .� I•.11 I � .. �__ f Ir C t...�, A ___. _ t E.�. __ 1------- �� C� 4�III Ir. �! � '.,... - -�- - I. IN � r+�l r.+�.. � . -- z TII ./ ,. 91N nwn+ rl+n+l' 1wr I II/. I'N� I.Unn II'. I' i •n nDnl1 3O lrnln lalill' �� I - �r � ._ . _ . _ _ .. IU .• 1' ' � Ir i �J I{p`' 1 I . rr �—'f�- 1—_- - __ ' � 1 ` . � 5: 1 - III v II x � i Y G/( V �+_�..._..- S�CAIC XAB IiN C -_ fb _.] sLle ¢'E.w-� V I i) I .l I IIIY I '- � ! )gyp `'' I� I I; I. . � I _____ I I I t I I �� 1 N I II I I ... ) A - * �I - llR9AMIIlR' +('LN1 _.. .� I Ir Hnl.. __. __...j -1'� m -. 1 I[ IL.NIe w..IwF. ImpH a IPR; q"F �':. ""� :. qn: •elrceaa • � %•tn/ +n.e Ir nru •N.Ig 6•w EUMI � nlq EK'Crrrll vMN nr /. 41.. IlNt Brl la .... Ug31 g2NIIK� / Il'II!•1 .Nm Pnrlui. : -- 1 fw N u * 1 -;' � I .w .,. .... ,. I Irani+l �. - �I �i SECTION TIiRUUGH RANP �<'CnONC SLN3 wr B/6 w rs wwM - 1 . Ic•r•rwrdwl null iiltl! cgav«ssuR F. r n.l,rn B TYPICAL EXPANSION JOtNi sl N t, q.r (s1TYPICAL CON�RQL JOINT !• .r .. v . u�um I N 1 rO GVJn. N+ U u� _�__� � .j i rurc / IFKI fi+/ PNY` � � • •� YI IIR IIII.IMNI �. . SECTON 1HRU INTERIOR TRE�H DRAIIJ ' r-0UNDATICN NCTf.� I. FOUNDATIONS ARE DESICN[O I JR A SAFE ](iIL BEAT IY.O PRES':URE OF i6O6 P.3.1. ' In i. ALL FOUNDATIONS 3HALL BE FOUNDED IN CLEAN CDMPACTEO FILL, FNEE FROM ORGANIC OR OTNER DELETENIOUS NATTER. NOTE II•KM IF ll•111�4� "r" xl +IDI NF ttntti+ rnlgl w n slalrD n4rnsF n.l a w1 Irlq'. 5U'PI.IFP 131Mr•rlw NO clffe AIP IAnvlr+.[�. I;IPlllf frE VAIIpR clWlt BF NpU W Rr+I,[O AI Hr ILK II[ nlEnSE IS 3UXU. IgIC. na rwruns SIIKL qn+ ql uNgslEmv.D SOIL N� Nni 2qD fKr BCMINO M1rc551+R CONIPPL IOR SNNL KPIfr SUII FIK SOURC M ulr SIMr p rgrlgrllqi F 'n 1 NOOII rIEEN F1411{EN If • tNSU11NKf 3OIL Ic ENCpNICNEU '� FOUNOAiION OEFTH SCHEDULE I-- wart IU[ngLw •x'UfPN' VBEPIH nnF g0.1r4 Ilr 6 wriq. ftORIDA 3z' 2A• II III+ I !-o• n la - P Itna - - -. .— _ _ F NNIr Il..rl -� ��:. ,i�NHlln� NMII %'rev !: v: Shin 'l rA ql SY ILO COBT rp � tw q W ��_ Pq1 nl+i IH f111+1 I I F [aNw Il.lu r 14 't . •Nnl Dlr IrD.'� `� � £ SNb aHCNOH. _ _ � �. g [L.O.-e IIS CONfG I P _ + ' THCNENED SLAB I• • 6 Y . � �� 75 I An o � 'I \ uKvnE w • d .. - SInIVwU IKIq glrr 4C.1 _ •rr ++nrnu Irrm en++r �+ I ' (�FUUNDATICM! DETFlIL 4 CURB 2f O�" n lq grllrf. MARS cwr. ur s pil rql -- ^rr .a+EiAlleN urur v+rogt � _ ' �.. .. t __I..e TYPICAL � FOOTING �� - v.rr...wE Ra Ccr n ]� a "a" O S O O;° p a J�._ Bet+ 11111IN scele A3 >+a.N s•e.A Joe xR. EB-Fi{ _ sf `t slF+t 3N� C W-2 Xn(n1R Cw .__. _.. _ .___.�.. .. J._. `JI �I i F 1.8 rlliliJYYElYM1.. 1 W.WWtl1'WLC{/JiL®Ilf1iVW'ifJ'.YFIJIr�'1LP ' •� � ,. E (C�Ji _ -- ._ _ a -- ___ ._ I i _ ��y �„�.,. -�., cwzl r _.._ .___. ___.. 1 __ _ _ __.. _ 7.__._. ��.. u '1'uxr tiLALJ PLAID � i Ir � •.Yr' vvr I Jib' i I NI.. .r IIU . .....�.��11•. I'9 •� JM.. ♦ 4(aIIT• E w —+.�. —�— ��I� IIIV I:u 11 �� 1 III IIA SY III, :� _---� I ' 1 1 ". 1 1 .`.. II 1nr 11• .I li 1 II i r l , I I �•uxmlilun I � ! IMY �.M : li I I IIIII NU rtN_II v ,IN •IUN••9mRnn,-V.'llra v...lI IY IOIU I n. N. � Ui 1 �11 lrl �� I :. �I_ III �-. r 1 •, • , 1 I� � � / I T _ IM@CGNIb. W B TNCRENED SIA@ /l I , Ix, �I,X [@ x I JU11I1 null I I IN itllll I VI I -"""�=�'" s TYPI� CAL EXPAtiSIUIJ JUINT s TYPICAL CUNIRQL JUIN7 I II II .,� .. � :. ., I I 1 , m� l , nner. F' � .I, i �aliuw i�lcw2� I i u lu s: lu'I �u� ul �. I I � 1 1 �' I_11l i I 1��= • L,• n ulNu I I �__��I 11 1 u JI:�' � � ' m .ur lrul. . r. NVH �� 1 IR IIA IxxINNI .... `..9•CDNC 8LA@ M) 8.6 - \�� — e ••. UNr. LUII IINl}R wle aw wwLl � ;, SECTION THRU INTERIOR TRENCIi DRAIIJ rI .. .. i fnUNDATICN..NDTE. 1. FOUXDATIDN$ ARE DESIGNED FDR A SAFE SOIL BEARING PRE$SVRE DF Sy00 P.$.1. 1 RQM ORGANIC OR OTNER DELETFRIOU$ MATTER,C�PACTro FILL, ERE[ MDTE Imll nEll I ��: I:. IMI.I IUI IY RnYlll rmml IN n tll'Mll IYIInSF f w Ix nl lllm'. Sllrm lln IrNUNIM111r1 Nql SII fI aUl£ Ix nVIW r��.lal I iMIIF YIl Yn I1FPN. SIMIL @C NMNU Un nl vltrn nl Illf IIHv NE Nl l[n5E I$ SniNCU. I ML fUUINFiy sINN.[ eCNI UI uMNSIU1m:U 5011. V' HIN 71@U 1'tiY @rMING rN[SSUN cmlmoc lul sIYR.I. rmrl wD rR[55unr RYIIM `• NII UY fUIRIm C'llUl L INIIIry IVgll fIC1U I.Ilillll En If [w4V11M1i SNIL I[ FNEUMI[INU ___ v.N.NlI nlrl imni �nrvnx+ � ^ LUK wnvl A• rer IUn or nID iU'I - rn �rl y:' IIS CONT / Mw nlllr: 1 fUM II CL . .• 1 ___..v _•.. �v � 1. v '. .' i I I ~ �• •} 'INN YgimV IrU. e � 1 � _ . SNIU [Utl11U1 • .1 1 — i . M ELNI: 8' 1 6. __� .�� *- -� k• IT AA. o VUMIE lunrn N• . .. . @INilMlel IIOW diN V..C.1 � � .y Rlwl . Inel 'vr _ .. _ �___� - nuru lnl Irvw .ull lr. � I+ • FUUIJUATICkI UE I AIL Q 1 CURB w 9CK[: II ' I :: i @� 1 ,; Il.l 1. '; , IIFIMIMYINf. INVIS ['prl. IYUN ; m111mr -- `. F pnA1Rl IUN pCrlll 5[IEUUL � �. _.. y� e� G � f, . :. � iJv I ..:� � �.` � -- — a TYPICAL FDOTING F [w .xlll I �r C�aalulyE�4treka Ead. a.,.,.:..4 wlGlw [�In.n rr.r .. _ � � 1 ,I ��„h.,;,III � .. ,. �.�� q nn �,n ,�., n.,, ( i ' ! N. w '.� .Iq Yll li��ingl 11 � � - �� I.IE I AIL I Ilfti_I IJII UVUR I^ ' it �' iiwi I Inm..� �. aan hw n:+nro,.i ;"�.�It n Ir. . rF r .. Ir„a I,�r, n�rrrl,a, ,a�mm�l. � �,, ___.._ wi r arr lal ,. u Itn,l � I I nn, i1'I IY•I�q��'rr rn.., �3nn, taxAll U•IIInbM'[RIt IB�W!li ,� _ '� , 1 � SECTION 7NRU Uhl DUOR JAMB I �,,.�.. ,.,,n� ,. � !! ,i I ,.I��l��li� ...j,,,j`,, ,,.II:.,,,, I,,..ii, r � ,,,. , � (11I�II�I�I1• "'�"" �� SECTION TIIRU IWSIDE WALL I, ..-; �� , ,.�� ,x i v. In 11 �, .0 .. nvn I-Ir Inxq •+'A� II w., ra . �., A. 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I � � , ,l X•� 1�,1 I IdI,M1I "�� i r "' � �,II,. ,.d„� 1 I ..r ►•� ,r r �, .'� W M'� i,r X'�� p'tr � �., •, Y w Ip • 'ld/1 rlMl Ipnnt�l'N/1 p1Y M1I I'.dpl ip 11 p11Npl } IplFni l'NFI )))))) tpi'Tpi 1'Nlfl ! I/If nl 11 W/I {YI' I�i .� _. _ _ ..._ .. _ _. _.. _ . }� n ld YIEM ♦M1� f' iY ., �nl .. �I��dr. n I.I 1� TYPICM p4tRLL SECTION I� S © � o �� p Sw Q�m� i0 Sw rc�a �4�� ®� »� Uptt UH{/M Scple 11S yam,,,,, Orepn hC Ny 9{-4{ SMpt of gt{p; cw-5 ■ __ e.e i� 1{jI �I 1.11 III II I ., I11 i III II III II II II . I�I �,1 1 w . rt rNx } ::..Ir.1 N ql �I�lli q HI'�14 ediw ,,';i,..,,i„ril i�el U qt it !� 'tl I>u:TirN _ _ '!' 1 0 � �� ii. .'..il ! 1i i it l'f ly I 11 II � �1� i 1 �. ei I.vl, I•VI il! __—.__.-___—__.—.I___.qr-r-r�i.9._—._—__—�_ PLUMBING PLAN 4!/0 RECLAIM SYSTEM A /q ii'i I �� IH r' i Ir� --. .. �- . !. t - S ...r �..I, 1 I ! h 1 )i i j I� I�A 4 ��. 'I I •I I ,I W , gI Ij t,. qq. v., ,' ��I. +ruillYnr i PLAN VIEW MUD/fREASE TRAF 4. \ a w. � � � " y lN1Ni 1. <, I , i -1 Nu + �_ \ .I ��16 � 1 I I I `�. t �� { Jr f I�r. � a� 1 x i,�— � �� . l,q,,. Ire. IrI I U SECTION THRU MUD/ GRfASE TRAP vxc: Yr" 1'v r.l �.+ wl w I ��.I �uro m `iN •.u.+il .+• .. il.�,l l�I. ixggl iull�lnn i•q+ll y I_��-___ ____,�.I ��y. 4r ��• � Iq ) lulu I 1 N. '.:un, r � a! ni ly��iN'— v. _. I 1 ' � LI i _f .� Il�---�--��-ilgrnl! lilgY�•il �� 'N'I ui •.., Ili llnlllg4N L.. r7..! f7RENCH GRAIN DETAIL %a[iS't' IN IN IL•I. II�i1R;: I 'I�uW n,Nen� 'In inu rlu Alin' ._. , �.� 01111' .ld il,,l,�Ir,l,.,,..:,,l,..l,l,.,l i Itf.I,IiU .� � 1�111 �rUV •ql ih lr�911nY.. agiiN„ •o ,iM f' .11 !V It�NI� tqq q J:i 1NN• t.1�j7 1 '. i IV I Ai� y - /}� �! � _ V \�- � . .. .. y WATER DISPOSAf_ 150METRIC yp5/' -� +�E�PC� FI � -`��r Q�.Y� .0�1� 6 ° h 1 / �� / • 1 ,F. f�l + i 'F�:` z'� - �� • # �Y N.� � Y .o>�SF LL ' � y, �°d° W '' � \ r�r s:. t � e;v rna�: ryvgVrr nr _ �,.. 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Ir OaC xu SUASiiTU[E "An PM4lq.ok ;bObb EOC va At i'ELOKNATI[ rATEA VIECK ALrE �'- ^r4nevm � a r v xw. --.� • a � • kOOEL SO rl/ 100 ESN SCiEEN Stw.•...:. - sOdl ♦___.___'_______________/ ♦___.____. 1��_.___/ 8r G[-LOCAYE EELW ��3Ra� CpbAPiNExs •t CQIP nRTNEM •2 trnmlDlE LIO V Isoo cn •, P Irmc EAQf tIAY SECTION THRU RECLAIM SYSTEM sw.evY`+'-Q' „nuc„ onAn, ,. m.E• a -a• zr r-r r-« -- 2E' OIA CI Pwn0.E �+ � �% � SEAT MGLES I SECTION THRU MUD/GREASE TRAP T SCALf:Ya'� 1'R wrrf_ I(iyL *W t PL KAtEo YI .p NE«•�rrr mElr.u� <TENti�:MtrE'�� •xE�. Y iN �. Wei .a HEk `u �attnrrlt�u: lln l�r�:nn r,r. WW❑ENP, q.. . .(i� � MLLLAIrI b'�TE11'. �vEAm� rVrt Ilran ,hw.k T n IE �,Pr .'�1 .r ��iliE Ali �� +NII I�r•I ��YIYlII •, NF1Lnm r L I...,, I. IN �r+n.. �lPK . v FIELp kIn.N6r"' =�=� �n �, rNPt Ini •.r .l Illr�l quit"rna 1..TRENCII DRAIN DETAIL YIATER DISPOSAL ISOMETRIC kM lr +.wE r � ii � r In.. ,� ., I. L, . �,. \.., .,.an i. / _ � �. 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Jwl a.iieiarw rrrrr �_� pRAIN CONNECTION o caL wRm ,m - a .Ew rxc or. foxrm ra we r . r u a n rr iowv erw rvc a — irai'maw' rtn) O; rte''rart��O�Ota• S1Mrell 616wRD A< !rf M ti r1Al FN(1 Ore !eL! DETAIL `A' rw�i:rca rr fw lfKC 1F MMOJCIap1 �:L�"�';o'E SECTION OF CANOPY COLUMN ,.miiun::KMR°o'ur wn uarr p� CORNELISON ENGINEERING & DESIGN, INC. October 18, 2019 Mr. C. James Sabo, AICP, Principal Planner Collier County Zoning Division 2800 North Horseshoe Drive Naples, FL 34104 (239) 252-2708 Re: 7-Eleven #34816 3701 Santa Barbara Blvd., Naples Deviations for Redevelopment #DR PL20180001785 Dear Mr. Sabo: 38039 Old 5"' Avenue Zephyrhills, FL 33542 Tel. (813) 788-7835 Fax (813) 788-7062 www.cornelison-eng.com We are in receipt of comments dated August 22, 2019 regarding the above project and offer the following in response. LANDSCAPE REVIEW, Mark Templeton, marktempleton(c�collieraov.net; (239) 252-2475 Correction Comment 2: Please exclude the detailed landscape plan from this application. The detailed landscape plan will be reviewed at time of SDP. All that is requested for the DR application is the site plan labelling locations of deviations as well as a buffer exhibit for the East buffer to show the planting scheme with the existing trees to address this deviation. Since the North buffer is simply to reduce width, no exhibit or planting plan is needed. Since there are no deviations for the West buffer, no planting plan or exhibit is needed for this buffer. The deviation for the South buffer is just to allow encroachment. Since the required buffer plantings will be shown on SDP plans, no exhibit or landscape plan is needed to show these plantings. Rather than stating in the deviation for the South buffer that 1 tree will be added, staff recommends stating instead in the deviation that trees will be added as needed so that the maximum 25' spacing between the buffer trees is not exceeded. Rev. 3: Please show the location of the 8 existing oaks along the south that will be preserved. It appears that there is more than 25' between some of these trees based on aerial imagery. Please add language to the deviation that trees will be added as necessary to meet the 'B' buffer tree spacing requirement. Rev. 4: Please label the 8 trees on the plan that are to be preserved as "existing (indicated type of tree) to be preserved." Please also indicate that the buffer described in deviation 3 is the South buffer. Response: As requested, the 8 trees on the deviation key sheet have been labeled as "existing (type of tree indicated) to be preserved." In addition, the landscape buffer referred to in Deviation 3 has been corrected to state "south landscape buffer." Please see the list of deviations and key sheet included with this submittal. Correction Comment 7: Please revise the deviation language to match the standard format. See also County Attorney comment #2. Rev. 4: Deviation 2 requests deviation from the width and the berm requirement of right of way buffer. Please also request a deviation from the requirement to have clusters of trees with spacing of trees in each cluster not exceeding 20' and spacing between clusters not exceeding 25 to instead allow existing trees to remain in a linear layout with clusters of new trees provided between existing trees. Please also reference the exhibit in this deviation. Response: As requested, Deviation 2 has been revised to include the above text in reference to the clusters of trees and their spacing. Please see the list of deviations and key sheet and the landscape deviations east buffer exhibit included with this submittal. CORNELISON � ENGINEERING & DESIGN, INC. Mr. C. James Sabo, Collier County Zoning Division October 18, 2019, Page 2 of 2 COUNTY ATTORNEY REVIEW, Heido Ashton-Cicko, heidiashton(c�colliergov.net; (239) 252-8773 Correction Comment 1: Miscellaneous Corrections: Please provide the names of the owners of 7-Eleven, Inc., a Texas corporation, for conflicts check for HEX or CCPC and BCC. Response: This comment was addressed on October 18, 2019 via email communication between Verdad Construction Services and Heidi Ashton. Please see attached copy of the email from Heidi. Correction Comment 3: Miscellaneous Corrections: Please provide your list of deviations on one sheet (without the justifications) and attach the deviation key. See my review comments dated 8-22-19 for requested changes. Response: As requested, the list of deviations has been revised to be one sheet and the justification language has been removed. Included with this submittal are: • Revised Deviations Letter with deviation key sheet • Revised Landscape East Buffer Exhibit • Copy of email dated 10/18/19 from Heidi Ashton If you should have any questions, please do not hesitate to contact me. Sincerely, CORNELISON ENGINEERING 8� DESIGN, INC. Craig L .; ,iellson, r.E. Presi 'cnt cic:mac 1509044\Collier Co\2019-10-18_4th rd DR responses.docx CORNELISON ENGINEERING & DESICN,INC. August 26, 2019 7-Eleven #34816 3701 Santa Barbara Boulevard, Naples, FL Parcel ID No. 23945007035 DR PL #20180001785 DEVIATIONS Deviation 1: LDC 4.06.02.C.4, Buffer Requirements 38039 Old 5"' Avenue Zephyrhills, FL 33542 Tel. (813) 788-7835 Fax. (813) 788-7062 www.cornelison-eng.com Deviation #1 seeks relief from LDC Section 4.06.02.C.4, Buffer Requirements, which requires a 10' type 'D' buffer to instead allow a minimum of an 8' landscape buffer along the north property line. Deviation 2: LDC 5.05.05.E, Right of Way Buffer Landscaping Deviation #2 seeks relief from LDC Section 5.05.05.E., Right of Way Buffer Landscaping, which requires landscaping adjacent to right of way external to the development project shall be located within a landscape buffer easement which is a minimum of twenty-five (25) feet in width; an undulating berm with a maximum slope of 3:1 shall be constructed and maintained at a minimum average height of three (3) feet to instead allow a 15' landscape buffer with no undulating berm along the eastern property line. In addition, Deviation #2 seeks relief from the requirement to have clusters of trees with spacing of trees in each cluster not exceeding 20' and spacing between clusters not exceeding 25' to instead allow existing trees to remain in a linear layout with clusters of new trees provided between existing trees. Please see the Landscape Deviations East Buffer Exhibit included with this submittal. Deviation 3: LDC 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer Deviation #3 seeks relief from LDC Section 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer, which requires sidewalks and other impervious areas must not occupy any part of a required alternative A, B, C, or D type buffer to instead allow the existing storage area structure to be located within the required south landscape buffer. Deviation 4: LDC Section 5.05.05.B.1, 40' Side Yard Setback along North Property Line Deviation #4 seeks relief from LDC Section 5.05.05.B.1, 40' Side Yard Setback along North Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 22.5'± setback along the northern property line. Deviation 5: LDC Section 5.05.05.B.1, 40' Side Yard Setback along South Property Line Deviation #5 seeks relief from LDC Section 5.05.05.B.1, 40' Side Yard Setback along South Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 16.8'± setback along the southern property line. 7-11 NAPLES DR PL #20180001785 DEVIATION KEY SHEET z ----- �, ---- II �� __ II � a,' � � �� i � '� l_, � �� ' ' ( \ -- - I � � � a � a s �— � a � � e \ �� \\ i 1 i\ ��, � ,, �,- ,, �- y �.. Existing Oak - to be preserved Existing Oak - � to be preserved �_ I�� -to be preserved-------------�--- - ------- —. I r v a a a a a ti ��, I I III�� I I I IIII � I I IIU - -- - -. I JJ I` PROPOSEDI GREEN BUTTONWOOD TREE, 10' Hof '�� °�°�°° �'�RIEGATED FLAX LILY N 89°52'59" � °��°° � 58,00' �l�'P I CAL _ � �, � � ,. _ � _. �o � � o 0 0 o0000000 J �\ �' EXISTING CYPRESS \ � °00000�o° °°°°°°°°° ��TREE TO REMAIN O o 0 0 °Oo°o°o � f, °a�\ °°° �� \ � 6' HT SHRUBS SPACED � w �� .:��::� ��' '•`�• I � MUH�Y GRASS, TYPICAL � AT 60" ON CENTER i 5' HT SHRU�S SPACED I 1 ''�'• I I' A�T 48" ON CENTER I � ��••• ••••• � � ° ;�o�°�o°° °° � BIG BUUE LIRIOPE, I19" I I OA4� ° �o°o 00 �� °° ° 2'2°�0°�00 � {C HYDRANT ASSY. � T� I C1�lL � ��p,001� 0 0 o � � I \ I O 000�oo I EXISTING OAK ° I �� TO EMAIN°,a PROPOSED SLASH PINE a � TYP AL ° 4 � .� TREE, 14' HT, TYPICAL a � � °a a a •' � I I I a I � �- ••••�••• o Z� I I G �I fl� 1 A ° �°• O O° d°°° � _ Q ° , \° ° o o � 0 o N I j I I II a � I a - °°° m I I I z l I I III �� a a _°°o °o �� X� � � III J l I oo w III 00 I �� II Quo a a. � aQ 4 l a 000 oO� oOoo I� � � a a a (O� O o00 0 0 o 00 I � � � � ° o0o � � � .... � I re` O � MATCH LINE A -A ANDERSON LESNIAK LIMITED, INC. 7-11 NAPLES SCALE = 1 " = 20'-0" an scape arc i ec s land planners SDP L20180001683 4921 S. WESTSHORE BOULEVARD DEVIATION EXHIBIT TAMPA, FLORIDA 33611 EAST BUFFER - (813) 831-9595 FAX 831-5485 NORTH PORTION anderson.lesniak@tampabay.rr.com DATE: 07-08-2019 MATCH LINE A -A —r �� I `" -�� I Q m 6' HT SHRU S SPACED I I m AT 60" ON ENTER I I Q o I II �� I I I Z / �� :=: I I Q 5' HT SHRUB SPACED 114" � �� `''� - '=` � �°o i I � AT 48" ON CENTER d I �o�� I j \�- °�°� � °°°° � I MUHLIY GRASS, TYPICAL I I a � °°°�o I II � I II I� 000° o°° I I I °° °°`� ° °°°° � / I � �o°o °°�°� I BIG SLUE LIRIOPE, _ei SAKI b � ��oo� I TYP��AL EXI TING OAK I o o �°�°°• I TO REMAIN, °°°° °°°° °°° °� I , oo� I I � ,I TY ICAL I � II � II II I 0 � I I I II I ��►; I PF�OPOSED SLASH PINE // I TF��E, 14' HT, TYPICAL 10" O� 9" CABBAGE PALM I � I CABBA LL PALM I _ � I VARIIEGATED FLAX LILY, THREE EXISTING CABS ��, I TYPI�AL GE PALM CAB BAG E II o 0 i I PALMS TO I � � I I III REMAIN I � I II I '� m I -FIRE HYDIRANII ASSY. � J � I I I I � I �� II _ � I I ANDERSON LESNIAK LIMITED, INC. 7-11 NAPLES SCALE = 1 " = 20'-0" an scape arc i ec s land planners SDP L20180001683 4921 S. WESTSHORE BOULEVARD DEVIATION EXHIBIT TAMPA, FLORIDA 33611 (813) 831-9595 FAX 831-5485 EAST BUFFER - anderson.lesniak@tampabay.rr.com SOUTH PORTION DATE: 07-08-2019 CORNELISON ENGINEERING & DESICN,INC. August 26, 2019 7-Eleven #34816 3701 Santa Barbara Boulevard, Naples, FL Parcel ID No. 23945007035 DR PL #20180001785 DEVIATION JUSTIFICATIONS Deviation 1: LDC 4.06.02.C.4, Buffer Requirements 38039 Old 5"' Avenue Zephyrhills, FL 33542 Tel. (813) 788-7835 Fax. (813) 788-7062 www.cornelison-eng.com Deviation #1 seeks relief from LDC Section 4.06.02.C.4, Buffer Requirements, which requires a 10' type 'D' buffer to instead allow a minimum of an 8' landscape buffer along the north property line. Justification 1: The 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3,058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved site development plan is included with this submittal. At the time of the original construction, a 5' landscape buffer was required adjacent to rights of ways and interior property lines. The provided buffer width will vary from a minimum of 8' to in excess of the required 10', per the current code. To provide vehicular access around the existing canopy, the buffer cannot feasibly be increased beyond what currently exists. The proposed buffer will provide a minimum of 8' type 'D' buffer with 10' height x 4' spread trees spaced no more than 30 feet on center and a continuous 3 gallon double row hedge spaced 3' on center of at least 24" in height at the time of planting and attaining a minimum of 30 inches in height in one year. By eliminating existing pavement, additional buffering/open space will be created along the northern property line. With the exception of the existing encroachment into the required buffer, the requirements of the LDC are met within the proposed buffer. There are no anticipated negative impacts as a result of granting this request to allow a minimum of an 8' landscape buffer along the north property line. Deviation 2: LDC 5.05.05.E, Right of Way Buffer Landscaping Deviation #2 seeks relief from LDC Section 5.05.05.E., Right of Way Buffer Landscaping, which requires landscaping adjacent to right of way external to the development project shall be located within a landscape buffer easement which is a minimum of twenty-five (25) feet in width; an undulating berm with a maximum slope of 3:1 shall be constructed and maintained at a minimum average height of three (3) feet to instead allow a 15' landscape buffer with no undulating berm along the eastern property line. In addition, Deviation #2 seeks relief from the requirement to have clusters of trees with spacing of trees in each cluster not exceeding 20' and spacing between clusters not exceeding 25' to instead allow existing trees to remain in a linear layout with clusters of new trees provided between existing trees. Please see the Landscape Deviations East Buffer Exhibit included with this submittal. CORNELISON � ENGINEERING & DESIGN, INC. Site Plan with Deviation for Redevelopment Narrative July 10, 2019; Revised August 26, 2019, Page 2 Justification 2: As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3,058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, a 5' landscape buffer was required adjacent to rights of ways and interior property lines and the undulating berm was not required. The existing landscape buffer is 15' wide containing 6 existing oak trees and three existing palm trees. To provide vehicular and gas tanker access around the existing canopy, the buffer cannot feasibly be increased beyond what currently exists. Adding fill material over the root system of established trees to create the undulating berm would not be advisable and may cause harm to the existing, otherwise healthy trees. Given the size and health of the existing trees a dense vegetative buffer already exists adjacent to the road right of way. The proposed plan includes a 15' wide buffer instead of the 25' buffer with 14' height x 6' spread canopy trees clustered in double rows with a minimum of three trees per cluster at a maximum spacing of 20' on center. 50% of the buffer length will contain 15-gallon shrubs at 5' height x 4' spread and 50% of the length of the buffer will contain 25-gallon shrubs at 6' height x 5' spread and the remainder of the buffer will be a combination of ornamental grasses and ground cover. As stated earlier, the six existing oaks and three existing palms in the buffer will be preserved. Preserving the existing trees is a benefit to the project. The required buffer plant material will be met and/or exceeded within the proposed buffer. There are no anticipated negative impacts as a result of this granting this request to allow a 15' landscape buffer with no undulating berm along the eastern property line. Deviation 3: LDC 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer Deviation #3 seeks relief from LDC Section 4.06.02.D.4, Sidewalks and Other Impervious Areas Must Not Occupy Any Part of a Required Buffer, which requires sidewalks and other impervious areas must not occupy any part of a required alternative A, B, C, or D type buffer to instead allow the existing storage area structure to be located within the required south landscape buffer. Justification 3: As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3,058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, a 5' landscape buffer was required adjacent to rights of ways and interior property lines. The existing south buffer is 15' wide but contains an existing storage area structure and transformers within the buffer area. The storage area houses the mechanical equipment for the existing car wash and is screened by an opaque fence. The adjacent dumpster enclosure will be relocated out of the landscape buffer. The electrical transformers serve the site and off -site uses and are located within existing electrical easements. With the exception of the car wash mechanical and electrical transformers, the buffer meets and/or exceeds the 15' buffer requirement per the current code. The proposed plan includes preserving eight existing canopy trees and three existing palms within the southern buffer. In addition to the existing trees a continuous hedge of 15 gallon — 5' height shrubs will be added to the buffer. CORNELISON � ENGINEERING & DESIGN, INC. Site Plan with Deviation for Redevelopment Narrative July 10, 2019; Revised August 26, 2019, Page 3 The existing equipment has been in place for approximately 30 years and relocating the equipment is not feasible, however, the adjacent dumpster will be relocated. With the exception of the existing equipment in the required buffer and electrical transformers, the requirements of the LDC are met as proposed. Additionally, preserving the existing trees is a benefit to the project. There are no anticipated negative impacts as a result of this request to allow the existing impervious area to be located within the required landscape buffer. Deviation 4: LDC Section 5.05.05.B.1, 40' Side Yard Setback along North Property Line Deviation #4 seeks relief from LDC Section 5.05.05.B.1, 40' Side Yard Setback along North Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 22.5'± setback along the northern property line. Justification 4: As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3,058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, a 25' building setback was required along the northern property line. The existing canopy (to remain) was constructed approximately 25.5' from the property line. The existing fuel canopy has been on the site for nearly 30 years and will remain in place. The canopy met code requirements when permitted through the County and constructed. While most of the canopy meets the current minimum 40' side yard setback requirement, the northern portion does not. This area consists of the overhead canopy structure only; there are no fuel pumps, equipment, or columns within this area. The existing canopy has been in place for approximately 30 years. With the exception of the northern 270 sf (5.4% of the overall structure), the existing canopy is located outside of the required 40' setback. There are no anticipated negative impacts as a result of this request to allow a 22.5'± setback along the northern property line. Deviation 5: LDC Section 5.05.05.B.1, 40' Side Yard Setback along South Property Line Deviation #5 seeks relief from LDC Section 5.05.05.B.1, 40' Side Yard Setback along South Property Line, which requires site design requirements, Table 1, minimum setbacks, all structures: side yard (ft.) = 40' (site standards), to instead allow a 16.8'± setback along the southern property line. Justification 5: As stated above, the 7-Eleven #34816 project includes demolishing an existing Mobile gas station building and reconstruction of a new 3,058 sf 7-Eleven convenience store. The majority of the site including the existing canopy, car wash, parking, and drive aisles will remain. The project was approved for a building permit and site development plan on October 20, 1990 under SDP #90-192. A copy of the approved plans is included with this submittal. At the time of the original construction, a 5' building setback was required along the southern property line for the car wash. The existing car wash (to remain) was constructed approximately 16.8' from the property line. The existing car wash has been on the site for nearly 30 years and will remain in place. The car wash met code requirements when permitted through the County and constructed. While the car wash building does not meet the current minimum side yard setback requirement, the existing CORNELISON � ENGINEERING & DESIGN, INC. Site Plan with Deviation for Redevelopment Narrative July 10, 2019; Revised August 26, 2019, Page 4 buffer width is adequate to screen the interior project area from the adjacent property to the south. There are eight existing canopy trees and three existing palm trees located between the building and the adjacent roadway. All of the aforementioned trees are proposed to be retained. Additionally, a continuous hedge will be added; trees will also be added as needed so that the maximum 25' spacing between the buffer trees is not exceeded and to meet the `B' buffer tree spacing requirement. There are no anticipated negative impacts as a result of this request to allow a 16.8'± setback along the southern property line. In conclusion, this redevelopment project falls within the applicability requirements for deviations per LDC, Chapter 5, Section 5.05.08.G.4.a.v, which states "Any ofhernnn-commercial building, or use, that is not listed under LDC Section 5.05.08 E. design standards for specific building types of this section, and due to its function, has specific requirements making meeting LDC Section 5.05.08 standards unfeasible." AND LDC, Chapter 5, Section 5.05.08.G.4.a.vi, which states "Buildings located on property with a commercial zoning designation when submitted for Site Development Plan review......." Furthermore, the project meets the standards for approval per LDC, Chapter 10, Section 10.02.03.F.7, which states "Standards for approval. The petition shall be reviewed for consistency with the following standards: a. Land uses and densities within the development shall be consistent with the permitted and approved conditional uses in the zoning district; b. The proposed development is consistent with the Growth Management Plan; c. The development shall have a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole. d. The total land area within the development and the area devoted to each functional portion of the development shall be adequate to serve its intended purpose; e. Streets, utilities, drainage facilities, recreation areas, sizes and yards, architectural features, vehicular parking and loading facilities, sign distances, landscaping and buffers shall be appropriate for the particular use involved; f. Visual character of the project shall be equal or better in quality Phan That required by the development standards for the zoning district. The visual character of the project shall be better in quality than the existing project before redevelopment and after it was first permitted; g. Areas proposed for common ownership shall be subject to a reliable and continuing maintenance guarantee; h. Deviations shall be clearly delineated in the petition and shall be the minimum required fo achieve the goals of the project and comply with These standards; i. The petitioner has provided enhancements to the development; and j. Approval of the deviation will not have an adverse effect on adjacent properties." Based on the above: (a) The proposed project is consistent with the land uses and densities within the zoning district. The surrounding land uses are commercial in nature and this project is well suited to serve the adjacent commercial and residential areas. (b) The proposed project is consistent with the various elements of the County's Growth Management Plan. (c) The proposed project has a beneficial effect both upon the area in which it is proposed to be established and upon the unincorporated area as a whole by providing updated architectural features and aesthetics, additional landscaping/open space, and additional buffering. Redevelopment of the project will reduce the impervious area in excess of 20% and will provide upgraded vehicular and pedestrian access. (d) The total land area within the development and the area devoted to each functional portion of the development is adequate to serve its intended purpose. (e) Drive aisles, utilities, drainage facilities, buffer yards, architectural features, vehicular parking and loading facilities, sign distances, landscaping and buffers are appropriate for the proposed use. (f) Visual character of the project will be equal or better in quality than that required by the development standards for the zoning district. The elevations have been reviewed by the county and are in CORNELISON � ENGINEERING & DESIGN, INC. Site Plan with Deviation for Redevelopment Narrative July 10, 2019; Revised August 26, 2019, Page 5 compliance with the County's LDC. Upon redevelopment, the visual character of the project shall be better in quality than the existing Mobile Gas Station as permitted. (g) Not Applicable. The property will be maintained by the applicant/landowner. (h) Deviations are clearly delineated in the petition (see above) and are the minimum required to achieve the goals of the project and comply with these standards. (i) Redevelopment of this project will enhance the property by providing a more aesthetically pleasing building, enhanced landscaping and conversion of existing pavement to open space. Redevelopment of the project will provide upgraded vehicular access and circulation as well as increased pedestrian access. (j) Approval of the deviations will have a positive effect on adjacent properties by providing for additional convenience store/retail space to serve the adjacent commercial and residential properties. Without approval of the requested deviations, renovation of the project would not be feasible. Redevelopment of the project will convert unused pavement to open space, result in a more aesthetically pleasing building, better vehicular access and circulation, updated landscaping, and pedestrian access. - -- - -.I JJ I` PROPOSEDI GREEN BUTTONWOOD TREE, 10' Hof '�� °�°�°° �'�RIEGATED FLAX LILY N 89°52'59" � °��°° � 58,00' �l�'P I CAL _ � �, � � ,. _ � _. �o � � o 0 0 o0000000 J �\ �' EXISTING CYPRESS \ � °00000�o° °°°°°°°°° ��TREE TO REMAIN O o 0 0 °Oo°o°o � f, °a�\ °°° �� \ � 6' HT SHRUBS SPACED � w �� .:��::� ��' '•`�• I � MUH�Y GRASS, TYPICAL � AT 60" ON CENTER i 5' HT SHRU�S SPACED I 1 ''�'• I I' A�T 48" ON CENTER I � ��••• ••••• � � ° ;�o�°�o°° °° � BIG BUUE LIRIOPE, I19" I I OA4� ° �o°o 00 �� °° ° 2'2°�0°�00 � {C HYDRANT ASSY. � T� I C1�lL � ��p,001� 0 0 o � � I \ I O 000�oo I EXISTING OAK ° I �� TO EMAIN°,a PROPOSED SLASH PINE a � TYP AL ° 4 � .� TREE, 14' HT, TYPICAL a � � °a a a •' � I I I a I � �- ••••�••• o Z� I I G �I fl� 1 A ° �°• O O° d°°° � _ Q ° , \° ° o o � 0 o N I j I I II a � I a - °°° m I I I z l I I III �� a a _°°o °o �� X� � � III J l I oo w III 00 I �� II Quo a a. � aQ 4 l a 000 oO� oOoo I� � � a a a (O� O o00 0 0 o 00 I � � � � ° o0o � � � .... � I re` O � MATCH LINE A -A ANDERSON LESNIAK LIMITED, INC. 7-11 NAPLES SCALE = 1 " = 20'-0" an scape arc i ec s land planners SDP L20180001683 4921 S. WESTSHORE BOULEVARD DEVIATION EXHIBIT TAMPA, FLORIDA 33611 EAST BUFFER - (813) 831-9595 FAX 831-5485 NORTH PORTION anderson.lesniak@tampabay.rr.com DATE: 07-08-2019 MATCH LINE A -A —r �� I `" -�� I Q m 6' HT SHRU S SPACED I I m AT 60" ON ENTER I I Q o I II �� I I I Z / �� :=: I I Q 5' HT SHRUB SPACED 114" � �� `''� - '=` � �°o i I � AT 48" ON CENTER d I �o�� I j \�- °�°� � °°°° � I MUHLIY GRASS, TYPICAL I I a � °°°�o I II � I II I� 000° o°° I I I °° °°`� ° °°°° � / I � �o°o °°�°� I BIG SLUE LIRIOPE, _ei SAKI b � ��oo� I TYP��AL EXI TING OAK I o o �°�°°• I TO REMAIN, °°°° °°°° °°° °� I , oo� I I � ,I TY ICAL I � II � II II I 0 � I I I II I ��►; I PF�OPOSED SLASH PINE // I TF��E, 14' HT, TYPICAL 10" O� 9" CABBAGE PALM I � I CABBA LL PALM I _ � I VARIIEGATED FLAX LILY, THREE EXISTING CABS ��, I TYPI�AL GE PALM CAB BAG E II o 0 i I PALMS TO I � � I I III REMAIN I � I II I '� m I -FIRE HYDIRANII ASSY. � J � I I I I � I �� II _ � I I ANDERSON LESNIAK LIMITED, INC. 7-11 NAPLES SCALE = 1 " = 20'-0" an scape arc i ec s land planners SDP L20180001683 4921 S. WESTSHORE BOULEVARD DEVIATION EXHIBIT TAMPA, FLORIDA 33611 (813) 831-9595 FAX 831-5485 EAST BUFFER - anderson.lesniak@tampabay.rr.com SOUTH PORTION DATE: 07-08-2019 7-11 NAPLES DR PL #20180001785 DEVIATION KEY SHEET z ----- �, ---- II �� __ II � a,' � � �� i � '� l_, � �� ' ' ( \ -- - I � � � a � a s �— � a � � e \ �� \\ i 1 i\ ��, � ,, �,- ,, �- y �.. Existing Oak - to be preserved Existing Oak - � to be preserved �_ I�� -to be preserved-------------�--- - ------- —. I r v a a a a a ti ��, I I III�� I I I IIII � I I IIU Marcia Cornelison From: AshtonHeidi Sent: Friday, October 18, 2019 4:34 PM To: CondominaDanny; SmithCamden Cc: CrotteauKathynell; SaboJames; BellowsRay Subject: 7-Eleven #34816 (3701 Santa Barbara Blvd) -Disclosure DR-PL20180001785 Attachments: SEI flowchart 11.19.12.pdf; RE: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven Danny and Camden, Can we get the attached pdf and email uploaded to DR-PL20180001785 for 7-Eleven? It satisfies the Disclosure of Ownership requirement. Thank you! 77ei� ��iton- �ic�o Heidi Ashton-Cicko Managing Assistant County Attorney Office of the Collier County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8400 From: Melissa Ferreiro <MFerreiro@verdad.com> Sent: Friday, October 18, 2019 4:03 PM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov> Cc: TK Keen <TK@verdad.com>; Terri Blackstock <tblackstock@verdad.com>; Larae Tucker <larae@deacogroup.com> Subject: RE: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Hello Heidi, Attached is a flowchart for 7-Eleven. they are wholly owned by SEJ Asset Management &Investment Company. This chart shows all the way upstream to 7 & I, which is a public company. We are not aware of any shareholder of 7 &I that holds more than 10%. Hopefully this answers your questions. Thank you, MELISSA FERREIRO � CONSTRUCTION SERVICES VERDAD REAL ESTATE & CGS,_. 817.912.0529 10 � 817.680.0748 I M VERDAD.COM From: AshtonHeidi <Heidi.Ashton@colliercountyfl.gov> Sent: Thursday, October 3, 2019 10:10 AM To: Wetherhold, Anita <Anita.Wetherhold@7-11.com>; Melissa Ferreiro <MFerreiro@verdad.com> Cc: TK Keen <TK@verdad.com>; Terri Blackstock <tblackstock@verdad.com> Subject: RE: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven Can you check to find out what is in the records of the minutes/minute book? All corporations have officers and shareholders. `l.7ei� �riton- �ic�o Heidi Ashton-Cicko Managing Assistant County Attorney Office of the Collier County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8400 From: Wetherhold, Anita <Anita.Wetherhold@7-11.com> Sent: Thursday, October 3, 2019 10:51 AM To: Melissa Ferreiro <MFerreiro@verdad.com>; AshtonHeidi <Heidi.Ashton@colliercountyfl.�ov> Cc: TK Keen <TK@verdad.com>; Terri Blackstock <tblackstock@verdad.com> Subject: RE: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. There are no shareholders. 7-Eleven, Inc. is a private company, not publicly traded. Attached are the 7-Eleven, Inc. officers for 2019. Let me know if you need further information. Thank you, Anita Wetherhold Property Manager 7-Eleven, Inc. From: Melissa Ferreiro <MFerreiro@verdad.com> Sent: Thursday, October 3, 2019 9:43 AM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.�ov>; Wetherhold, Anita <Anita.Wetherhold@7-11.com> Cc: TK Keen <TK@verdad.com>; Terri Blackstock <tblackstock@verdad.com> Subject: RE: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven #EXTERNAL EMAIL# Good morning Anita, Can you please provide this information by the end of this week? So we can not be delayed on this project. Thank you, MELISSA FERREIRO � CONSTRUCTION SERVICES VERD�. ESTATE &CONSTRUCTION SERVICES 817.912.0529 10 � 817.680.0748 I M � VERDAD.COM From: AshtonHeidi <Heidi.Ashton@colliercountyfl.�ov> Sent: Tuesday, October 1, 2019 4:20 PM To: Melissa Ferreiro <MFerreiro@verdad.com> Cc: Wetherhold, Anita <Anita.Wetherhold@7-11.com>; Terri Blackstock <tblackstock@verdad.com>; TK Keen <TK@verdad.com> Subject: RE: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven Can you provide the names of the shareholders? 77ei� ��iton- �ic�o Heidi Ashton-Cicko Managing Assistant County Attorney Office of the Collier County Attorney 2800 North Horseshoe Drive, Suite 301 Naples, FL 34104 (239) 252-8400 From: Melissa Ferreiro <MFerreiro@verdad.com> Sent: Monday, September 30, 2019 3:48 PM To: AshtonHeidi <Heidi.Ashton@colliercountyfl.�ov> Cc: Wetherhold, Anita <Anita.Wetherhold@7-11.com>; Terri Blackstock <tblackstock@verdad.com>; TK Keen <TK@verdad.com> Subject: Naples, FL (3701 Santa Barbara Blvd) Owners of 7-Eleven EXTERNAL EMAIL: This email is from an external source. Confirm this is a trusted sender and use extreme caution when opening attachments or clicking links. Good Afternoon Heidi, We need clarification of what you are needing us to provide you with in regards to the Owners of 7-Eleven, It is a corporation, the name is 7-Eleven, Inc. It is not individually owned. It is a privately held company. Anita with 7-Eleven, is on this email communication, and can help answer your questions. i��erteci Ru�►�ie��•: C'o�lnity �ttortrey �te��ier� Revi�r�'ed 1� � : � I�#di s�rt�l�-�'ic k�� Ems�il: �eidi.ashtvge� cotjliercounl}•l�.gn}- ��vne #: (�9y �5-$77,� �'urrectian �"ornn>Eenf 1: 1�•Ii�c�:llan�:c�u� C'��n-��:�ic�i�ls; Please g��id� the r��rlies of the c��r�ers �f 7-E1e,�e>.�. inc-, a Teas corporation, for coflfli�ts check for �iE ar C'PC' aad B�'�'. MELISSA FERREIRO � CONSTRUCTION SERVICES VERDAD REAL ESTATE &CONSTRUCTION SERVICES 817.912.0529 � O � 817.680.0748 � M � MFERREIRo@VERDAD.COM 1211 S WHITE CHAPEL BLVD. � SOUTHLAKE, TX 76092 � VERDAD.COM ®�0® INFORMATION CONTAINED IN AND TRANSMITTED WITH THIS ELECTRONIC COMMUNICATION IS CONFIDENTIAL AND INTENDED EXCLUSIVELY FOR THE PERSON TO WHOM ADDRESSED. ANY DISCLOSURE, DISTRIBUTION, FURTHER TRANSMISSION OR USE OF THIS COMMUNICATION OR ANY INFORMATION HEREIN BY ANYONE OTHER THAN THE INTENDED RECIPIENT IS UNAUTHORIZED AND PROHIBITED. ANYONE OTHER THAN THE INTENDED RECIPIENT OR HIS/HER AGENT WHO RECEIVES THIS COMMUNICATION IN ERROR SHOULD IMMEDIATELY DELETE, ERASE AND PERMANENTLY REMOVE IT FROM HIS/HER ELECTRONIC MAILBOX, COMPUTER DRIVES AND ALL OTHER ELECTRONIC STORAGE AREAS, DESTROY ANY PRINTED COPIES, AND NOTIFY VERDAD REAL ESTATE, INC. AND VERDAD CONSTRUCTION SERVICES, LLC AT 617.912.0222. Under Florida Law, a -mail addresses are public records. If you do not want your e-mail address released in response to a public records request, do not send electronic mail to this entity. Instead, contact this office by telephone or in writing. ORGANIZATIONAL STRUCTURE OF 7-ELEVEN, INC. SEVEN AND I HOLDINGS CO., LTD. A public Japanese corporation 100% SEVEN ELEVEN JAPAN CO., LTD. A private Japanese corporation 100% SEJ ASSET MANAGEMENT & INVESTMENT COMPANY A private Delaware corporation 100% 7-ELEVEN, INC. A private Texas corporation 17.C.i ELEVEI] Re: 7-11 Store #34816 To whom it may concern, Applicant chooses to proceed with its public hearing during the declared emergency, while the county conducts a hybrid virtual meeting, and waives Applicant's right to contest any procedural irregularity. Thank you, �� _.__ -- _ _ _ Grant Distel Assistant Corporate Secretary c a� E a North Florida Zone / 800 Tarfalgar Ct /Maitland, Florida 32751 Packet Pg. 3340 0 _�.� ._��. J�la. e'29 4iv�..., ..,��,, , Via.: # r � a RE501_UrION of<`1 I rt�E: �a E ;ise se 'h p� i website:r-� will recei� how -,they proceedings. is made; which �ecor� evidence upon which the appeal ;is l If you are a person with a disabriit� tion m oCdef. to participa#e In this'. at no cost to ynu, to: the provision contact the Collier County Fa.tliitie� ed at 3335 ramlaml trail Easi; Suit BQARO OF COUNTY COiViMISSIONERS /� c� 0 c d m w ti u� r O O O O N J a 0 00 as 0 N 0 C d d W ti d 0 N C d E s ca Q Packet Pg. 3341 Bids and Proposals :Bids and Proposals C1r'! of sonata sPNN65 REQUEST WR LETTERS OF QDALIRCATIDNS FOR Clr1' QF RDNIFA SPRINGS MISCELLANEOUS Si1RVEYING iERvl�i RFQ 1g-07 bUE: 2:pp P,M„ TUESbAY, Jutv xe, xgxo Tha CiTy of Bonita 5pp' 'mites Letters of Interest nd Quellfirations Statemenp from to miscellaneous suveyirg qualifie�surveyon provide servkex Refgre submitting Qualifications Statemems, interested Respondents must abtein from the Cny a document padwggee by registering their firm on the [Iry's vrehsite at wwuv.ciryofhonnaspdngs.org, untler the precuremem tab. Reese Nvee: If the daament package is not oMainerJ from the City rrc6site, Lctt<rs of Interest will not be accepted Lry the City. If you are Imerenetl In preparing a respa�se to this Request for QuallFlra- tlons Statements. the Resp¢ndem shall submit one U] original and six (61 copies of their qualifications. The Resp�� dent will fie required to enter In- to an agreement whh the Ory uungg thc [itAs fonn>. The City reserves the rlghe to select more than one comultam to addreu mittellaneaus needx If you have any questions regarding the specifications for intended work, r If you have proadurel questions, pkate submit your questions in wrh- Ing no later than tiro [5) buslneu days before opening of the responses fdr QualificatiOnf $tatem¢ntf td EIIY MfKu¢n, Punlit Works 5¢ni¢r Prejhi Manager at elymckuen®cityofhonitasprings.org . All [lima are hereby placed on nopce that neither the City Council, nor any e ooyees of the ry of eonha Springs, nor member o� the Competitive Noegg bettor SNection Committee wish to be lobbied either Individually th'u Firms their is here6v �� mllenively about project, and ag arc placed an ntltl<e that they are net ro cornea members of the Clty Council or staN N members for such purposes as holding meMings of lneroduaion, dinners, tc. to influence the ouhnme of the selecklon p s, ii they Intend to, or have submitted a proposal ar Letter of Interns for this project, Please submit sealed Qualifcatiom itatemens far the City of Bonita Spdng Misellaneous Surveying Services CN 211-01 to the City on or heTore 2 �.g0 P M„ Tuesday, July x6, 2 No late un or will be ac- O qualifications upted. C rn cry ryes the riwnt m formalry amens or dadfy the raquireme is e d qualifications here it deems ary. Any suds � atltlentlum/dariflcatlan shall be posted to the dys website (rvww.chyo}b amhe psolegr�esrpon h � I ty of thee8eslp ndent to ccheck the welhshetifo any addenda, The Cky reserres the rigor m rejett any antl all Qualifications Statements, I.IJ tow ve clef t'b in th i �i yY espon received r adrert Ttor e onsultant, else m soled the sul[eM that best meets the require urns l n f the tit . June 24, I-020 4250103 � i � � � NOTICE pF PVBLIC HEARING O Notice is hereby given that a public hearing will be held by the Collier County Raard of County Cpmmissioners an July 14th, O 2D20, in the Board of County Commissioners Meeting Room, O Third Floor, Collier Government Center, 32g8 Tamiami Trail East. O Naples F4 the Board of County Commissioners (BCC) will consid- � er the @ndttment Of a COU my RQsalUtion, The meetln� will O commence at 9:00 A,M, The title of the proposed Resolution is N as fellows: J A RESOLUTION ❑F THE ROARD OF COUNTY COMMISSIONERS i1 APPROVING A SFTE PLAN WITH DEVIATIONS PURSUANT TO LDC SECTION 10.02.03.E AND SEVEN TOTAL OEVIAT10N5, INCLUDING ONE DEVIATION FROM SECTION 4.06.02.C.4 TO REDUCE THE ^ I..1 NORTH BUFFER WIDTH; THREE QEVIRTIONS FROM SECIION S.OSAS.E.1 TO REDUCE THE LANDSCAPE BUFFER WIDTH ON THE EASTERN PROPERTY LINE, ALLOW NO VNDVLATED BERM ON O THE EAST PROPERTY LINE AND REDUCE THE TREE CWSTERING O AND SPACING TO ALLOW THE E)CISTING TREES TO REMAIN; ONE O DEVIATION FROM LDC SECTION 4.06.02.DA TO AILOW THE STORAGE STRUCTURE TO REMAIN WITHIN THE SOUTH LAND- N SCAPE BUFFER; AND TWO DEVIATIONS FROM SECTION r 5.05.05.8.1 TO REDUCE THE SETBACK ON THE NORTH PROPERTY v LINE TO 25.55 FEET AND TO REDUCE THE SETBACK ON THE SOUTH PROPERTY LINE TO 16.8 FEET; FOR REDEVELOPMENT OF THE CONVENIENCE GAS STATION PROJECT CONSISTING OF 1.72x ACRES LOCATED ON THE WEST SIDE OF SANTA BARBARA Q BOULEVARD, APPRD%1MATELY 420 FEET NORTH OF RADID � RDAD IN SECTION 32, TOWNSHIP 49 SOUTH, RANGE 26 EAST, � COLDER COUNTY, FLORIOA. [PL20180001785] > A copy of the Proposed Resolution is on file with the Clerk tv 4% the Board and Is available ivr inspection. All irderesked parties W are invited tD attend and be heard. t NOTE: All persons wishing to speak on any agentla item must ti register with the County maneger prior to preserttation of the l agends item to be addressed. Individual speakers will be limit- .a ed 10 3 minutes an any item. The selettian of arry individual to � speak on behaH of an organization ar group is encouraged. If recognized L7Y the Chairman, a spokesperson for a group Dr or- ganization may be allotted 10 minutes to speak an an Rem. (C � Persons wishing to Nave written Digraphic materials included in the Board agenda packets must submit said material a minimum � of 3 weeks prior to the respenive public hearing. In any wse, � written materials intended to be wnsidered by the Raard shall to Caurny � be submitted the appropriate staff a minimum of seven days ppri�or to the public hearing, All materials used in pre- O sentations betore the Raard will become a permanent paR of N the record. � As Part of do ongoing initiative to promote modal distancing y.i during the GOVID-19 pandemi4 the pubtic will bare the oppor- [unity to In � prpvide public comments remotely, as well as per- son, during [;his proceeding. Individuals who would like to par- ticipate � remotely, should register any time after the agenda is Pasted on the Coumy website which is 6 days before the meet- S ing through the link pprovided on the front page of the Caumy website at � Www.mlliercountyfl.gov. Individuals who register will receive in hearing detailing � qn email advance of The public how they cary participate remotely in this meeting. Far addition- �..r al informatign about the meeting, please call Thomas Clarke at Q 252-2526 or ctmail to BC�VirtualMeetings�colliermuntyfl.goo. Any person who decides to appeal any decision of the Board will need a record of the proceedings pertaining thereto and therefore, Igay need to ensure that a verbatim record of the proceedings is made, which record includes the tes[lmorry and evidence upgn which the appeal is based. II y6d aFe a Person with a tll5abllll]r who neetl5 eny BCCOmmatla- tion In order tv participate in this proceeding, you are entitled, at no cart tv you, to the provision oT certain assistance. Please contact the Collier County Facilities Management Division, Ivcat- ed at 3335 Tamiami Trail East, Suite 101, Naples, FL 34112.5356, ((YY39) 252.6360, et leas[ two days prier is the meeting Assisted listeningg devices for the hearing Impaired are available in the Board of Cvurrty Commissioners Office. BDARD OF COUNTY COMMISSIONERS COLLIER COUNTY, FLORIDA BURT L. SAUNDERS. CHAIRMAN CRYSTAL K. KINZE4 CLERK OF TH E CIRCUfi COURT &COMPTROLLER By: Ann Jenn elohn De uty Clerk ISEALI Puh Date: June 24, 2026 N4245925 Packet Pg. 3342