MEMORANDUM

Building and Development Services Public Hearings

1112 Manatee Avenue West Phone number: (941) 748-4501 ext. 6878

PRISCILLA TRACE * CHARLES B. SMITH * STEPHEN JONSSON * ROBIN DiSABATINO * VANESSA BAUGH * CAROL WHITMORE * BETSY BENAC

District 1 District 2 District 3 District 4 District 5 District 6 District 7

THIS MEMO AND THE CHANGES INDICATED BELOW ARE REFLECTED IN THE ELECTRONIC AGENDA (E-AGENDA) 4. PDMU-18-01(Z)(P) SMT Auto, LLC/CarMax #6103 Bradenton 20180001 – Quasi-Judicial – Ryan Todd, Planner I – Revised Staff Report, recommended motion in strikethrough/underline format attached 5. PDMU-18-02(Z)(G) – Darryl, David & Diane Cannon (Owners)/DePizzo Irrevocable Trust (Contract Purchaser) /Ft. Hamer Senior Living 20180032 – Quasi-Judicial – Ryan Todd, Planner I – Due to an advertising error this item will be readvertised and heard September 13, 2018. 6. PDMU-17-29(Z)(G) – Rhed Pine, Inc. (Owner)/Specialty Restaurants Corporation (Contract Purchaser)/Whiskey Joe’s 20170571 – Updated General Development Plan attached

To: Margaret Tusing, Planning Section Manager

From: Bobbi Roy, Senior Planning & Zoning Technician/Planning

Coordinator

Date: August 8, 2018

Subject: Agenda Update for the August 9, 2018 Planning

Commission

P.C.: 8/09/2018

PDMU-18-01(Z)(P) SMT Auto, LLC/CarMax #6103 Bradenton

(DTS #20180001)

An Ordinance of the Board of County Commissioners of Manatee County, Florida, regarding land development, amending the official zoning atlas (Ordinance 15-17, the Manatee County Land Development Code), relating to zoning within the unincorporated area; providing for the rezoning of approximately ± 1.3 acres of an ± 8.5-acre site generally located 340 feet south of the intersection of 14th Street West and State Road 70, commonly known as 5320 and 5400 14th Street West, Bradenton (Manatee County) from GC (General Commercial) to the PDMU (Planned Development Mixed-Use) zoning district; approving a Preliminary Site Plan for an automobile dealership for the entire 8.5-acre site with an FAR of 0.02; subject to stipulations as conditions of approval; setting forth findings; providing a legal description; providing for severability, and providing an effective date.

P.C.: 8/09/2018 B.O.C.C.: 8/23/2018

RECOMMENDED MOTION Based upon the staff report, evidence presented, comments made at the Public Hearing, and finding the request to be CONSISTENT with the Manatee County Comprehensive Plan and the Manatee County Land Development Code, as conditioned herein, I move to recommend APPROVAL of Manatee County Zoning Ordinance No. PDMU-18-01-(Z)(P); APPROVAL of a Preliminary Site Plan with Stipulations A.1-2 3, B.1, and C.1; and D.1-2; and GRANTING Specific Approval for an exception to strict compliance with LDC Section 701.3.A.4 (Minimum Required Interior Landscaping Islands for Vehicle Use Areas), as recommended by staff.

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PROJECT SUMMARY

CASE NUMBER PDMU-18-01(Z)(P) (DTS #20180032)

PROJECT NAME CarMax #6103 Bradenton

LAND OWNER SMT Auto, LLC

APPLICANT(S) Sara Schulte, Bowman Consulting

EXISTING ZONING GC (General Commercial) & PDMU (Planned Development Mixed-Use)

PROPOSED ZONING & USE PDMU; Automobile Dealership

CASE MANAGER Ryan Todd, Planner I

STAFF RECOMMENDATION APPROVAL with stipulations

DETAILED DISCUSSION

Request:

The request is to receive approval of a rezone of approximately ± 1.3 acres of an ± 8.5-acre site from GC (General Commercial) to the PDMU (Planned Development Mixed-Use) zoning district with Preliminary Site Plan for a used automobile dealership with an FAR of .02 on an urban corridor. The site has two future land use categories: ROR (Retail/Office/Residential) and RES-16 (Residential 16 du/acre).

History

On November 6, 2008 On November 6, 2008, the Board of County Commissioners (BOCC) approved a rezone [PDMU-06-86(Z)(P)] of the larger ±9.1-acre parcel from PDC (Planned Development Commercial), RDD-6 (Residential Duplex Dwelling – 6.0 dwelling units per acre) and RSF-6 (Residential Single-Family – 6.0 dwelling units per acre) zoning districts to PDMU (Planned Development Mixed Use) zoning district. At that time, a Preliminary Site Plan was approved for a convenience store, mini-warehouse facility (with two driveways connecting U.S. 41), and eight (8) lots for single-family detached residences adjacent to 16th Street West. The convenience store with gas pumps and canopy (Race Trac Petroleum Inc.) was constructed as part of Phase One and is now a separate parcel.

On August 8, 2013, the BOCC approved a revision to the Preliminary Site Plan [PDMU-06-86(P)(R2)] to eliminate the mini-warehouse facility, office use and 8-residential lots, and added a 2,460 square foot building for motor vehicle sales, rental, leasing, and motor vehicle repair establishments. From this approval, only the vehicle sales establishment (Stan Thompson Motor Vehicle Sales) was constructed. The Preliminary Site Plan expired November 2013.

In 2016, SMT Auto, LLC requested approval of a new Preliminary Site Plan to construct 86 residential multi-family units and designate 25% of the units for affordable housing at 5410 - 14th Street West, Bradenton. The site was previously a part of a larger parcel (9.1± acres), which has approximately 120 feet of frontage along U.S. 41 and 400± feet along 16th Street West. Although the Planning Commission voted to recommend approval of the multi-family proposal, the applicant pulled the proposal from consideration by

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the Board of County Commissioners due to neighborhood opposition to the affordable housing component of the development.

The surrounding area follows an auto-oriented super-block development pattern. Land uses in the area follow the typical strip commercial development pattern with commercial development abutting 14th Street West on either side. Single-family subdivisions lie to the south and west of the site. The Aloha Estates Mobile Home Park and a Wawa gas station and convenience store are north of the site.

The applicant has submitted a Preliminary Site Plan, shown on the next page, that includes the following:

- A 4,160 sq.ft. Sales Office - A 3,036 sq.ft. Service Building - A 635 sq.ft. Vehicle Presentation Area - 181 Vehicle Sales Display Parking Spaces - 50 Vehicle Staging Spaces - 32 Customer Parking Spaces - 30 Employee Parking Spaces - 62% Open Space - A 3.59-acre Stormwater Pond - One access off of 14th Street West

Policy 2.2.1.17.2 of the Manatee County Comprehensive Plan establishes the range of potential uses for a property within the ROR FLUC. The range of potential uses include: neighborhood, community and regional serving commercial uses, mixed with residential, lodging, office, public or semi-public, schools, and recreational uses, and appropriate water-dependent, water-related, and water-enhanced uses (see also Objective 4.2.1), and short-term agricultural uses.

The maximum floor area ratio allowed by the ROR FLUC is 1.0 inside the UIRA and along designated Urban Corridors, or 2.0 along Urban Corridors if an FAR bonus is approved.

Policy 2.2.1.15.2 of the Manatee County Comprehensive Plan establishes the range of potential uses for a property within the RES-16 FLUC. The range of potential uses include: suburban or urban residential uses, neighborhood retail uses, short-term agricultural uses other than special agricultural uses, agriculturally-compatible residential uses, low intensity recreational facilities, public or semi-public uses, schools, lodging places, and appropriate water-dependent/water-related/water-enhanced uses (see also Objectives 4.2.1 and 2.10.4). Because community and regional serving commercial uses are not allowed within the RES-16 FLUC, the portion of the site within the RES-16 FLUC will be used for stormwater retention.

The purpose of the PDMU zoning district is to provide provide developments that provide complimentary uses. It is not the intent of the district to avoid requirements and criteria which are found in the single use Planned Districts. All requirements and criteria found in the single use Planned Districts shall apply to the PDMU district.

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PROPOSED PRELIMINARY SITE PLAN

Staff recommends Approval with Stipulations.

SITE CHARACTERISTICS AND SURROUNDING AREA

ADDRESS 5320 & 5400 14th Street West, Bradenton

GENERAL LOCATION Generally located 340’ south of the intersection of 14th Street West and State Road 70

ACREAGE Overall = ± 8.50 acres

EXISTING USE Automobile Dealership and Vacant

PROPOSED USE Automobile Dealership

FUTURE LAND USE CATEGORY ROR (Retail/Office/Residential) & RES-16 (Residential 16.0 du/acre)

INTENSITY 1.0 along designated Urban Corridors

OVERLAY DISTRICT Urban Corridor

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SPECIAL APPROVAL None

SPECIFIC APPROVAL(S) An Alternative to Section 701.3.A.4. of Manatee County LDC to reduce the number of landscaped islands

SURROUNDING USES & ZONING

NORTH Wawa Gas Station; GC (General Commercial), Aloha Estates MH Park; RSMH-6 (Residential Mobile Home 6.0 du/acre)

SOUTH Peek-A-Boo Lounge; GC

EAST Auto Nation Automobile Sales; HC (Heavy Commercial)

WEST Unnamed Subdivision; RSF-6 (Residential Single-Family 6.0 du /acre)

SITE DESIGN DETAILS

SETBACKS (MINIMUM/PROPOSED)

Front: 30’ / 30’ Side: 15’/ 15’ Rear: 20’ / 20’

OPEN SPACE (REQUIRED/PROPOSED)

20% / 62% The 62% calculation is comprised of two components: Green Space: 1.65 acres Stormwater Pond: 3.59 acres

MAXIMUM BUILDING HEIGHT

Proposed: 14’

PARKING

Required: 32 Proposed: 62* *Applicant is providing 30 spaces for employees that will not be accessible to customers

ACCESS 14th Street West

FLOOD ZONE(S) Site lies in Zones X and AE per FIRM Panel 12081C0304E, effective 3/17/2014

AREA OF KNOWN FLOODING Yes, Rainfall

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UTILITY CONNECTIONS

The following water and wastewater facilities are in the vicinity of this development project: Water: 8” PVC private potable water main that is used for fire service and 1.5” HDPE private potable water main used for drinking water located on the northern portion of the parcel #5886200059. Also, there is a 6” potable water main along 14th Street West (US 41). Sewer: 8” VCP sanitary gravity sewer along 16th Street West, 8” VCP sanitary gravity sewer along 54th Avenue Drive West and 8” VCP sanitary gravity sewer & 6” CIP sanitary force main along 14th Street West (US 41). Reclaimed: According to Manatee County GIS, there is not any public reclaim water main along 16th Street West, 54th Avenue Drive West, or 14th Street West (US 41).

ENVIRONMENTAL INFORMATION

Wetlands According to information provided and GIS review, there are no jurisdictional wetlands or wetland buffers within this project. Uplands According to information provided and GIS review, there is no native upland habitat within the project boundary. Listed Species According to information provided and GIS review, there were no listed species identified on site. Trees According to information provided and GIS review, there are existing trees along the northern and northeastern boundaries that will be left in place along the planned landscape buffers. Landscaping/Buffers Sections of the northern, western and southern project boundaries have planted landscape from previous development activity that can be incorporated into new landscape buffers.

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NEARBY DEVELOPMENT

RESIDENTIAL

PROJECT LOTS / UNITS DENSITY FLUC YEAR

APPROVED

Airport Subdivision Revised Plat

89 units 2.5 RES-16 1949

Aloha Estates MH Park 165 units 16.8 RES-16 1960

NON-RESIDENTIAL

PROJECT SQ. FT. FAR FLUC YEAR

APPROVED

Wawa 13,709 sq. ft. 0.17 ROR 2014

Racetrac 16,704 sq. ft. 0.20 ROR 2014

AutoNation Bradenton

7,680 sq. ft 0.04 RES-6 1997

Peek-A-Boo Lounge 2,964 sq. ft. 0.10 ROR Unknown

W RJ Sales Inc. 2,416 sq. ft. 0.02 ROR 2014

COMPLIANCE WITH MANATEE COUNTY LAND DEVELOPMENT CODE General Design Requirements for all Planned Development Site Plans (LDC Section 402.6)

PDC – Planned Development Commercial Standards (LDC Section 402.11) Urban Corridor Design Standards (LDC Section 902)

The following represents a demonstration of how the application will achieve compliance with LDC Sections 402.6, 402.11, and 902. The criteria listed below are used to evaluate each specific request for rezoning to ensure compliance with the Comprehensive Plan and to establish stipulations to be adopted for Planned Development districts. 402.6. General Design Requirements for all Planned Development Site Plans Relation to Public Utilities, Facilities and Services Water and sewer are available along 14th Street West and stormwater will be managed on-site. Subject to compliance with the County’s engineering standards, services can reasonably be expected to be available at the time of request for Certificate of Level of Service. Relation to Major Transportation Facilities US 41 is designated as a six-lane arterial roadway in the Comprehensive Plan’s Future Traffic Circulation Plan and has a planned right of way width of 150 feet. There is a MCAT bus stop that services bus route 16 across the street from the site, making it possible for employees and customers to use transit to access the site. Compatibility The proposal is compatible with the area as it exists today. Commercial development along 14th Street West is overwhelmingly auto-oriented and there are numerous automotive sales lots and gas stations along the corridor.

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A stormwater retention pond is planned for the western-half of the site in order to comply with the RES-16 FLUC and to address potential conflicts between adjacent residential land uses and the proposed car lot. Although the proposed use is compatible with the surrounding area today, it must be noted that the proposed use and site plan are wholly incompatible with the vision for 14th Street West espoused in Section 902 – Urban Corridor Design Standards of the LDC. Transitions The site has been designed to provide a transition in intensity and density between residential land uses to the west and the auto-oriented commercial character of 14th Street West and to comply with the regulations established in the RES-16 FLUC. Design Quality The proposal is not superior in design to conventional site plans; however, the site plan is sensitive to the impacts of the requested Specific Approval to LDC Section 701.3.A.4 – minimum required landscaping for vehicle use area by providing additional landscaping across the site. Relationship to Adjacent Property Locating the stormwater retention pond within the portion of the site in the RES-16 FLUC, and adjacent to residential land uses, adequately protects existing or probable uses from the proposed car lot. Access The PSP proposes to share an existing full-movement driveway with the gas station immediately south of the site, thereby limiting the impact to traffic flow and pedestrian traffic. Streets, Drives, Parking and Service Areas The vehicle service area and sales office are located far enough apart to prevent potential conflicts between customers and employees. Pedestrian Systems Pedestrians and cyclists entering and leaving the site will use the shared full-access driveway serving the site and the gas station to the south. Natural and Historic Features, Conservation and Preservation Areas There are no archaeological or historic resources on the site. Density/Intensity Proposed intensity does not exceed the maximum established in the Comprehensive Plan and is compatible with surrounding development. Height No building is proposed at more than one-story in height. Fences and Screening A 6’-tall masonry wall is proposed to block view of the sales display area from residential property to the north and west of the site. Vegetative screening is provided in accordance with the LDC and will protect occupants of adjoining districts from adverse influences. Yards and Setbacks Proposed setbacks are shown graphically on the PSP, meet the requirements established by the LDC, and promote compatibility with the surrounding area. Signs Signs will comply with the regulations established in Chapter 6 of the LDC.

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Landscaping The applicant is requesting relief from LDC Section 701.3.A.4 – minimum required landscaping for vehicle use area, by providing additional landscaping across the site and by providing additional buffer depth to make up for the loss of three required landscaped islands. Environmental Factors The proposal exceeds the minimum amount of required open space and retains stormwater on-site. Stormwater Management Proposed stormwater retention pond adheres to the requirements of Section 801 of the LDC. Consistency with Comprehensive Plan The proposal is consistent with the Comprehensive Plan. 402.16. Planned Development Mixed Use In the determination of what a primary use in a PDMU district is, percentage of land area, percentage of building square footage and percentage of impacts such as traffic shall be considered. Exceeding fifty-one (51) percent shall be considered to be a primary use. Because the proposal is for a used car dealership, PDC zone district standards are applied to the preliminary site plan. 402.11.D. PDC Standards Intensity The preliminary site plan proposes a FAR of .02, which is compatible with commercial development in the area. Landscaped Open Space and Pervious Area Requirements Projects outside of watershed overlay districts are required to reserve 20% of the site as open space. The proposal reserves 62% of the site as open space, with the stormwater pond making up 68% of the provided open space. Natural or artificial water bodies may not exceed 75% of the open space calculation. Yards and Setbacks Proposed setbacks are shown graphically on the PSP, meet the requirements established by the LDC, and promote compatibility with the surrounding area. 902 Urban Corridor Design Standards Although the Urban Corridor Design Standards are only applied to proposals seeking the density and intensity bonus offered for developments along urban corridors, it should be noted that the proposal does not positively contribute to realizing Manatee County’s vision of a pedestrian-scaled urban corridor. Simple changes to the site plan, such as reducing building setbacks to a maximum of 20’, would help the proposal contribute to Manatee County’s vision for a pedestrian-scaled 14th Street West.

COMPLIANCE WITH COMPREHENSIVE PLAN

The site is in the ROR (Retail/Office/Residential) and RES-16 (Residential 16.0 du/acre) Future Land Use Categories. A list of Comprehensive Plan Policies applicable to this request is attached. This project was specifically reviewed for compliance with the following policies:

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ROR Policy 2.2.1.17.1. Intent. To identify, textually in the Comprehensive Plan's goals, objectives, and policies, or graphically on the Future Land Use Map, areas which are established and developed areas exhibiting a broad range of commercial, residential and, in certain cases, light industrial uses, and to recognize the continued existence of such areas through the long range planning timeframe; to prohibit the intrusion of new industrial areas into these ROR areas, which typically fail to exhibit a planned or integrated approach to multiple use development; to allow the development of major future community or region-serving commercial multi-use nodes; to provide incentives for the horizontal or vertical integration of uses, achieving internal trip capture; and to encourage the development of a high quality environment for living, working, or visiting. Policy 2.2.1.17.2. Range of Potential Uses. Neighborhood, community and regional serving commercial uses, mixed with residential, lodging, office, public or semi-public, schools, and recreational uses, and appropriate water-dependent, water-related, and water-enhanced uses (see also Objective 4.2.1), and short-term agricultural uses. Policy 2.2.1.17.3. Range of Potential Density/Intensity. 1.0 inside the UIRA and along designated Urban Corridors; 2.0 along Urban Corridors if an FAR bonus is approved. Policy 2.2.1.17.4. Other Information. Special Approval requirements listed in this section shall not apply to development along the designated Urban Corridors or within the UIRA. RES-16 Policy 2.2.1.15.1. Intent. To identify, textually in the Comprehensive Plan's goals, objectives, and policies, or graphically on the Future Land Use Map, areas which are established for moderate density urban residential uses. Also, to provide for a complement of support uses normally utilized during the daily activities residents of these moderate density urban areas. Lodging places may also be located within this future land use category. Policy 2.2.1.15.2. Range of Potential Uses. Suburban or urban residential uses, neighborhood retail uses, short-term agricultural uses other than special agricultural uses, agriculturally-compatible residential uses, low intensity recreational facilities, public or semi-public uses, schools, lodging places, and appropriate water-dependent/water-related/water-enhanced uses (see also Objectives 4.2.1 and 2.10.4). Policy 2.2.1.15.3. Range of Potential Density/Intensity. 1.0 inside the UIRA and along designated Urban Corridors.

Policy 2.2.1.15.4. Other Information. Special Approval requirements listed in this section shall not apply to development along the designated Urban Corridors or within the UIRA. The proposal complies with the densities and range of potential uses for the ROR and RES-16 FLUCs.

TRANSPORTATION

Major Transportation Facilities The site is located on US 41, south of 53rd Avenue West. US 41 is designated as a six-lane arterial roadway in the Comprehensive Plan’s Future Traffic Circulation Plan and has a planned right of way width of 150 feet.

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Transportation Concurrency The application includes a proposed rezoning with a Preliminary Site Plan (PSP) and has requested a Deferral and Acknowledgment of Eventual Requirement for Concurrency, and cannot obtain approval of any concurrency component until the Final Site Plan (FSP) review stage of the project. At the time concurrency is reviewed for a Final Site Plan, the impacts of the proposed uses will be evaluated to determine if concurrency-related improvements are required. However, the Applicant provided the appropriate traffic-related information for staff to prepare a Traffic Impact Statement (TIS) to determine impacts to segments of U.S. 41 adjacent to the project site. The results of the traffic study, undertaken by the Transportation Planning Division, indicated that the impacted roadway segment is expected to operate above the level of service (LOS) D performance standard with no off-site concurrency-related improvements required to mitigate project impacts (see Certificate of Level of Service Compliance table below). Access At the time of Final Site Plan submittal and accompanying traffic study review, all proposed access points will be evaluated to determine if any site-related improvements will be required for the site.

CERTIFICATE OF LEVEL OF SERVICE (CLOS) COMPLIANCE TRANSPORTATION CONCURRENCY

CLOS APPLIED FOR: No (A Deferral and Acknowledgment of Eventual Requirement for Concurrency has been filed) TRAFFIC STUDY REQ’D: No

NEAREST THOROUGHFARE LINK ADOPTED LOS FUTURE LOS (W/PROJECT)

US 41 3275 D D

OTHER CONCURRENCY COMPONENTS

Solid waste landfill capacity, transportation, potable water, waste water, and preliminary drainage intent will be reviewed at the time of application for concurrency with the Final Site Plan.

SPECIFIC APPROVALS – ANALYSES, RECOMMENDATIONS, FINDINGS

LDC Section 701.3.A.4. requires no more than ten (10) consecutive parking spaces be allowed without an interior landscape island. The request is to allow 6 rows of parking to have more than 10 consecutive parking spaces without a landscape island. (one row of 13, two rows of 12, and three rows of 11). Applicant is proposing to increase the roadway buffer and vehicle use buffer landscaping. Staff Analysis and Recommendation: Staff is in support of the request for Specific Approval for Section 701.3.A.4.of the LDC to allow the parking rows to exceed 10 spaces and be met by instead enhancing the roadway buffer and vehicle use area landscaping. Finding for Specific Approval: Notwithstanding the failure of this plan to comply with the requirements of LDC Section 701.3.A.4., the Board finds that the purpose of the LDC regulation is satisfied to an equivalent degree by the proposed design because the lack of parking island landscaping will be compensated by enhancing the amount of landscaping in the roadway buffer along Hwy 41.

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SPECIAL APPROVALS – ANALYSES, RECOMMENDATIONS, FINDINGS

None

POSITIVE ASPECTS

● The proposal meets the standards of the Land Development Code to an acceptable degree and complies with the Comprehensive Plan.

NEGATIVE ASPECTS

● The proposal does not take advantage of the Urban Corridor intensity bonus and does not positively contribute to the county’s vision of a pedestrian-scaled corridor along 14th Street West.

● The proposal, if approved, will eliminate 6.9 acres of greenfield along an Urban Corridor that could be developed as a much-needed pedestrian-scaled residential or mixed-use site.

MITIGATING MEASURES

● None

STAFF RECOMMENDED STIPULATIONS

A. DESIGN AND LAND USE:

1. No new detention or retention ponds shall be constructed within landscape buffers.

2. The 30 employee parking spaces shall be clearly identified as such. Customers must be prohibited from using these spaces.

3. All other applicable state or federal permits shall be obtained before commencement of the development.

B. INFRASTRUCTURE: 1. Connection to the County potable water and wastewater systems is required pursuant to the Manatee

County Comprehensive Plan. The cost of connection, including the design, permitting and construction of off-site extensions of lines, shall be the responsibility of the Applicant. Such off-site extension shall be designed and constructed in accordance with the appropriate County Master Plan. The connection shall be designed, engineered and permitted by the Applicant consistent with Manatee County Public Works Standards and approved by the County Engineer through the construction plans review process for the project.

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C. ENVIRONMENTAL:

1. If wells are encountered, a Well Management Plan for the proper protection and abandonment of existing wells shall be submitted to the County for review and approval prior to Final Site Plan approval. The Well Management Plan shall include the following information: • Digital photographs of the well along with nearby reference structures (if existing). • GPS coordinates (latitude/longitude) of the well. • The methodology used to secure the well during construction (e.g. fence, tape). • The final disposition of the well - used, capped, or plugged.

D. STORMWATER ENGINEERING

1. This project shall be required to reduce the calculated pre-development flow rate by fifty percent (50%) for all stormwater outfall flow directly or indirectly into Bowlees Creek Watershed. Modeling shall be used to determine pre- and post- development flows.

2. All fill within the 100-year Floodplain shall be compensated by the creation of an equal or greater storage volume above seasonal high water table. Drainage modeling shall utilize the data within the pending Bowlees Creek Watershed Study (most recent version on file at the Public Works Department) to demonstrate, in post-development condition, that no adverse impacts are created to adjacent property based upon a “no-rise” flood stage condition.

REMAINING ISSUES OF CONCERN

None

ATTACHMENTS 1. Applicable Comprehensive Plan Policies 2. Staff Report Maps 3. Preliminary Site Plan 4. Traffic Impact Statement 5. Environmental Narrative 6. Specific Approval Request 7. Zoning Disclosure Affidavit 8. Newspaper Advertising

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APPLICABLE COMPREHENSIVE PLAN POLICIES

Policy: 2.1.2.7. Review all proposed development for compatibility and appropriate timing.

- consideration of existing development patterns,

- types of land uses,

- transition between land uses,

- density and intensity of land uses,

- natural features,

- approved development in the area,

- availability of adequate roadways,

- adequate centralized water and sewer facilities,

- other necessary infrastructure and services.

- limiting urban sprawl

- applicable specific area plans

- (See also policies under Objs. 2.6.1 - 2.6.3)

Policy: 2.2.1.17. ROR: Establish the Retail/Office/Residential future land use category as follows:

Policy: 2.2.1.17.1. Intent: To identify, textually in the Comprehensive Plan's goals, objectives, and policies, or graphically on the Future Land Use Map, areas which are established and developed areas exhibiting a broad range of commercial, residential and, in certain cases, light industrial uses, and to recognize the continued existence of such areas through the long range planning timeframe; to prohibit the intrusion of new industrial areas into these ROR areas, which typically fail to exhibit a planned or integrated approach to multiple use development; to allow the development of major future community or region-serving commercial multi-use nodes; to provide incentives for the horizontal or vertical integration of uses, achieving internal trip capture; and to encourage the development of a high quality environment for living, working, or visiting.

Policy: 2.2.1.17.2. Range of Potential Uses (see Policy 2.2.1.5): Neighborhood, community and regional serving commercial uses, mixed with residential, lodging, office, public or semi-public, schools, and recreational uses, and appropriate water-dependent, water-related, and water-enhanced uses (see also Objective 4.2.1), and short-term agricultural uses.

Policy: 2.2.1.17.3. Range of Potential Density/Intensity:

Maximum Gross Residential Density: 9 dwelling units per acre

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30 dwelling units per acre along the designated Urban Corridors; 40 dwelling units per acre if a density bonus is approved.

Minimum Gross Residential Density:

7.0 only in UIRA for residential projects that designate a minimum of 25% of the dwelling units as “Affordable Housing”.

Maximum Net Residential Density: 16 dwelling units per acre.

24 dwelling units per acre inside the UIRA for residential projects that designate a minimum of 25% of the dwelling units as “Affordable Housing”.

Maximum “net” densities shall not apply to projects within designated Urban Corridors.

Maximum Floor Area Ratio: .35; 1.0 inside the UIRA and along designated Urban Corridors; 2.0 along Urban Corridors if an FAR bonus is approved; 1.0 for Hotels.

Maximum Square Footage for Neighborhood, Community, or Region-Serving Uses: Large 300,000 square feet, except along Urban Corridors where the size of development shall be limited by the FAR noted above.

Policy: 2.2.1.15. RES-16: Establish the Residential-16 future land use category as follows:

Policy: 2.2.1.15.1. Intent: To identify, textually in the Comprehensive Plan's goals, objectives, and policies, or graphically on the Future Land Use Map, areas which are established for moderate density urban residential uses. Also, to provide for a complement of support uses normally utilized during the daily activities residents of these moderate density urban areas. Lodging places may also be located within this future land use category.

Policy: 2.2.1.15.2. Range of Potential Uses (see Policies 2.1.2.3—2.1.2.7, 2.2.1.5): Suburban or urban residential uses, neighborhood retail uses, short-term agricultural uses other than special agricultural uses, agriculturally-compatible residential uses, low intensity recreational facilities, public or semi-public uses, schools, lodging places, and appropriate water-dependent/water-related/water-enhanced uses (see also Objectives 4.2.1 and 2.10.4).

Policy: 2.2.1.15.3. Range of Potential Density/Intensity:

Maximum Gross Residential Density: 16 dwelling units per acre; up to 20 dwelling units per acre along designated urban corridors if a density bonus is approved..

Minimum Gross Residential Density:

13 only in UIRA for residential projects that designate a minimum of 25% of the

Page 16 of 16 – PDMU-18-01(Z)(P) – SMT Auto, LLC/CarMax #6103 Bradenton – (DTS #20180001)

dwelling units as “affordable housing.”

Maximum Net Residential Density: 20 dwelling units per acre.

28 dwelling units per acre inside the UIRA for residential projects that designate a minimum of 25% of the dwelling units as “Affordable Housing”.

Maximum “net” densities shall not apply to projects within designated Urban Corridors.

Maximum Floor Area Ratio: .25; 1.0 inside the UIRA and along designated Urban Corridors; 2.0 along Urban Corridors if an FAR bonus is approved; 1.0 for Hotels.

Maximum Square Footage for Neighborhood Retail Uses, except along Urban Corridors where the size of development shall be limited by the FAR noted above: Medium 150,000 square feet.

LEFF

ING

WEL

L A

VE

16th

AV

E E

- CA

NA

L R

OA

D

301 10th ST E

17th ST E - MEMPHIS ROAD

I-75

SPECIALTY RESTAURANTS SECTION 16 TOWNSHIP 34 SOUTH, RANGE 18 EAST

LOCATED IN:

TO SERVE:

MANATEE COUNTY, FLORIDA

ANAHEIM, CA 92808

SPECIALTY RESTAURANTS CORPORATION

PREPARED FOR:

8191 KAISER BLVD.

ZNS ENGINEERING, L.C.CTHIS DOCUMENT IS PROTECTED BY SECTION 106 OF THE "UNITED STATES COPYRIGHT ACT". REPRO- DUCTION OR ALTERATION OF THIS DOCUMENTOR THE INFORMATION CONTAINED HEREON BY ANY MEANS WHATSOEVER IS STRICTLY PROHIBITED WITHOUT THE PRIOR WRITTEN CONSENT OFZNS ENGINEERING, L.C. CONSENT IS HEREBY GRANTED SPECIFICALLY TO GOVERNMENTAL AGENCIES TO REPRODUCE THIS DOCUMENT INCOMPLIANCE WITH F.S. CHAPTER 119. SHEET

PROJECT DATA:SPECIALTY RESTAURANTS CORPORATION

01

44469

201 5th AVENUE DRIVE EAST BRADENTON, FL 34208

E-MAIL: ZNS@ZNSENG.COM TELEPHONE 941.748.8080 FAX 941.748.3316

ENGINEERS PLANNERS SURVEYORS

LANDSCAPE ARCHITECTSCA 0027476 LB 0006982

LC 0000365

REVISIONS

GENERAL DEVELOPMENT PLAN

MANATEE COUNTY BUILDING &DEVELOPMENT SERVICES SIGNATURE BLOCK

NOTES:1. THE WESTERN PARCEL (87270000) SITE IS CURRENTLY ZONED RSF-6 AND THE EASTERN

PARCEL (864400209) IS CURRENTLY ZONED PD-MU. THE FUTURE LAND USE CATEGORY FOR

BOTH PARCELS ARE ROR. THE PROPOSED ZONING FOR THE WESTERN PARCEL (87270000)

IS PD-MU. THIS PROJECT IS WITHIN THE ENTRANCEWAY OVERLAY AND WILL MEET THE

REQUIREMENTS OF THE LDC SECTION 900.

2. ELEVATIONS SHOWN WITHIN THIS PLAN SET ARE BASED ON NAVD 1988 VERTICAL DATUM

(ELEVATION OF 11.61) CONVERSION FACTOR FROM 1988 DATUM TO 1929 NGVD IS +0.98.

3. THE PROPERTY LIES WITHIN FLOOD ZONES "AE" AND "X" AS SHOWN ON FLOOD INSURANCERATE MAP PANEL No. C12081C0169E, DATED MARCH 17, 2014.

4. THERE ARE 0.07 ACRES OF WETLANDS. (JURISDICTIONAL WETLAND FRINGE - MANGROVES).

THERE ARE NO KNOWN FOUNDATIONS, MOUNDS, MIDDEN AREAS OF HISTORIC ORIGIN

OR PLATTED STREETS.

5. THERE ARE NO KNOWN WELLS ON SITE.

6. LIGHTING WILL MEET OR EXCEED THE REQUIREMENTS OF SECTION 806 OF THE LDC.

7. THERE WILL BE PROPOSED SIGNS TO IDENTIFY THE PROJECT. SIGNAGE WILL BE IN

COMPLIANCE WITH SECTION 605 OF THE LDC.

8. CONSTRUCTION IS PLANNED TO COMMENCE THE 4TH QUARTER OF 2018 AND WILL BE

COMPLETED WITHIN ONE YEAR OF STARTING CONSTRUCTION.

9. SANITARY SEWER AND POTABLE WATER WILL BE CONSTRUCTED TO MANATEE COUNTY

STANDARDS .

10. SOLID WASTE DISPOSAL WILL BE PROVIDED BY MANATEE COUNTY BY DUMPSTER PICK-UP.

12. ALL PROPOSED BUILDING FINISHED FLOOR ELEVATIONS ARE TO BE A MINIMUM OF 21"

ABOVE THE CROWN OF THE ADJACENT ROADWAY OR IF WITHIN THE 100 YEAR FLOOD

PLAIN, A MINIMUM OF ONE FOOT ABOVE THE 100 YEAR FLOOD ELEVATION.

13. ALL IRRIGATION SHALL USE THE LOWEST QUALITY WATER AVAILABLE WHICH ADEQUATELY

AND SAFELY MEETS THE NEEDS OF THE SYSTEM. STORM WATER

REUSE, RECLAIMED WATER USE, GREY WATER IRRIGATION SYSTEMS AND/OR SHALLOW

WELLS SHALL BE USED. THE USE OF POTABLE WATER FOR IRRIGATION WILL NOT BE

ALLOWED.

14. ALL THE SIGNING AND PAVEMENT MARKINGS SHALL BE PROVIDED IN ACCORDANCE WITH

THE LATEST EDITIONS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD),

FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) DESIGN STANDARDS, AND THE

MANATEE COUNTY PUBLIC WORKS DEPARTMENT - HIGHWAY, TRAFFIC AND STORMWATER

STANDARDS.

15. ALL LANDSCAPING, TREE REMOVAL AND REPLACEMENT SHALL BE IN COMPLIANCE PER

SECTION 700 AND 701 OF THE LDC.

16. THE PROPOSED POTABLE WATER, AND/OR WASTEWATER FACILITIES SHOWN ARE

CONCEPTUAL ONLY AND ARE INCLUDED TO GRAPHICALLY DEMONSTRATE THE INTENT TO

COMPLY WITH THE REQUIREMENTS OF SECTION 803 OF THE MANATEE COUNTY LDC. THE

SIZE AND LOCATION OF THE FACILITIES WILL BE FINALIZED DURING THE FINAL

SITE/CONSTRUCTION PLAN REVIEW PROCESS.

17. STORMWATER WILL BE COLLECTED AND TREATED/ATTENUATED IN ACCORDANCE

W/JURSIDICTION REQUIREMENTS PRIOR TO DISCHARGE TO THE MANATEE

RIVER. STORMWATER WILL BE PROVIDED OFFSITE OR IN AN UNDERGROUND VAULT BELOW

THE PARKING AREA.

18. REQUIRED PARKING IS 1 SPACE PER 80 SQUARE FEET OF GFA OR

1

2

SEATS, WHICHEVER

IS GREATER.

19. THE PROJECT WILL BE IN COMPLIANCE WITH SECTION 900 - ENTRANCEWAY.

20. THE MANATEE RIVER, A PERENNIAL STREAM IS LOCATED ADJACENT TO THIS PROJECT.

INDEXX

02

01

GENERAL DEVELOPMENT PLAN

EXISTING CONDITIONS AND AERIAL

03

COVER SHEET

X

X

02/18 KGH RESPONSES TO COUNTY COMMENTS

DESCRIPTION

1

SITE DATA:

TOTAL PROJECT AREA: 1.77 ACRES

MAXIMUM FLOOR AREA RATIO 0.35

MAXIMUM SQUARE FOOTAGE ALLOWED 27,442 SF.

PROPOSED BUILDING SQUARE FOOTAGE 9,000 SF.

PROPOSED FLOOR AREA RATIO 0.12

OPEN SPACE:

REQUIRED (30%) 0.53 ACRES

PROVIDED (30% MIN.) 0.53 ACRES

PERIMETER BUFFERS:

MINIMUM REQUIRED PROPOSED

NORTH 10' (ROADWAY) 10' (ROADWAY)

SOUTH N/A VARIABLE WIDTH BUFFER. FINAL CONFIGURATION TO BE DETERMINED AT FSP

EAST 8' (vehicle use area) 8' (vehicle use area)

WEST 15' (commercial to residential) 15' (commercial to residential)

BUILDING SETBACKS:

MINIMUM REQUIRED PROPOSED

NORTH (FRONT) 35' 35'

SOUTH (WATERCOURSE) 30' 30' (MEASURED FROM THE WATERLINE)

EAST (SIDE) 15' 15'

WEST (SIDE) 15' 15'

WETLAND BUFFER SETBACK: *15' *15'

*MAY BE REDUCED TO A MINIMUM 5' STRUCTURAL SETBACK AS OUTLINED IN SECTION 401.3.E.11.

MAXIMUM BUILDING HEIGHT: 35' 35'

PARCEL 1:

A PARCEL OF LAND LYING IN THE NORTHWEST 1/4 OF SECTION 16 TOWNSHIP 34 SOUTH,

RANGE 18 EAST, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

FROM THE NORTH QUARTER CORNER OF SAID SECTION 16, RUN NORTH 89°37'19" WEST

ALONG THE NORTH LINE OF SAID NORTHWEST QUARTER A DISTANCE OF 630.17 FEET TO THE

INTERSECTION WITH THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. 301 (19TH STREET-OLD U.S.

301) PER FLORIDA DEPARTMENT OF TRANSPORTATION MAP SECTION NO 13075-2404 FOR A

POINT OF BEGINNING; THENCE SOUTH 22° 00'39" EAST, A DISTANCE OF 353.20 FEET TO THE

INTERSECTION WITH THE APPROXIMATE MEAN HIGH WATER LINE OF THE MANATEE RIVER;

THENCE SOUTHWESTERLY & NORTHWESTERLY ALONG SAID APPROXIMATE MEAN HIGH WATER

MARK THE FOLLOWING SIX (6) COURSES; (1) RUN SOUTH 49'56'16" WEST, A DISTANCE OF

29.14 FEET; (2) SOUTH 47°03'17" WEST, A DISTANCE OF 38.28 FEET; (3) SOUTH 71°42'41"

WEST, A DISTANCE OF 34.48 FEET; (4) SOUTH 82'04'21" WEST, A DISTANCE OF 21.97 FEET; (5)

NORTH 53°18'50" WEST, A DISTANCE OF 55.07 FEET; (6) NORTH 83°54'32" WEST, A DISTANCE

OF 28.32 FEET TO THE INTERSECTION WITH THE EAST LINE OF TAMIAMI SHORES SUBDIVISION,

AS FILED IN PLAT BOOK 7, PAGE 33, OF THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA;

THENCE NORTH 00°04'52" EAST ALONG SAID EAST LINE & THE NORTHERLY EXTENSION, A

DISTANCE OF 326.65 FEET TO THE INTERSECTION WITH THE SAID SOUTHERLY RIGHT OF WAY

LINE OF U.S. 301, ALSO BEING A POINT ON A CURVE TO THE RIGHT WHOSE RADIUS BEARS

SOUTH 28°40'43"EAST AT A DISTANCE OF 1858.56 FEET; THENCE EASTERLY ALONG THE ARC OF

SAID CURVE TO THE RIGHT THROUGH A CENTRAL ANGLE OF 01°33'12", A DISTANCE OF 50.34

FEET TO THE POINT OF BEGINNING.

PARCEL 2:

LOT 27 OF TAMIAMI SHORES, AS PER PLAT THEREOF RECORDED IN PLAT BOOK 7, PAGE 33, OF

THE PUBLIC RECORDS OF MANATEE COUNTY, FLORIDA, LESS: BEGIN AT THE NORTHWEST

CORNER OF LOT 27; THENCE SOUTHERLY ALONG THE EAST LINE OF LOT 26 AND SAID LINE

EXTENDED A DISTANCE OF 197.1 FT TO THE FACE OF A SEAWALL ON THE SHORE ON MANATEE

RIVER; THENCE GO EASTERLY ALONG SAID SEAWALL, 16.26 FEET TO A POINT; THENCE

NORTHERLY 199.0 FEET TO THE POINT OF BEGINNING.

REZONE TO PLANNEDDEVELOPMENT MIXED USE

714-279-6104

ATTN: JIM MCKENNON

07/20/18 KGH RESPONSES TO COUNTY COMMENTS2

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PARCEL ID 864400109PD-MU,ROR

19TH STREET EAST

PARCEL ID 872700000RSF-6,ROR

PARCEL ID 864400209PD-MU,ROR

PARCEL ID 872400007RRSF-6,ROR

PARCEL ID 872300009RSF-6,ROR

PARCEL ID 872200001RSF-6,ROR

PARCEL ID 871800009RSF-6,ROR

(OLD U

.S.301)

U.S. 301 (STATE ROAD NO. 43)

U.S. 301 (STATE ROAD NO. 43)

MANATEE RIVER

PARCEL ID 871400008RSF-6,ROR

PARCEL ID 871200002RSF-6,ROR

192'295'

241'

MANGROVE LINE/APPROXIMATEWETLAND LINE

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(OLD U

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U.S. 301 (STATE ROAD NO. 43)

U.S. 301 (STATE ROAD NO. 43)

MANATEE RIVER

PROPOSEDBUILDING AND

CORRESPONDINGPARKING/SERVICE

AREA

PROPOSEDDOCK

TOP OFBANK

15'PERIMETER

BUFFER

MEAN HIGH WATER LINEELEVATION 0.55 NAVD 88ELEVATION 1.53 NGVD 29

EXISTING100 YR.

FLOODLINE

PROPERTYBOUNDRY

295'

CASE B2

325'

CASE B1

(ASSUMING 19TH ST. E

.

REMAINS AS A TH

RU ROAD)

EXISTINGROW LINE

30'WATERFRONT

SETBACK

35'FRONT YARD

SETBACK

15'SIDE YARD SETBACK

15'SIDE YARD SETBACK

PROPOSED 5' SIDEWALK

EXISTINGSIDEWALK

EXISTINGSIDEWALK

MANGROVE LINE/APPROXIMATEWETLAND LINE

POST DEVELOPMENTVARIABLE WIDTH BUFFER

FINAL CONFIGURATION TOBE DETERMINED AT FSP

POST DEVELOPMENTVARIABLE WIDTH BUFFER

FINAL CONFIGURATION TOBE DETERMINED AT FSP

MANGROVE LINE/APPROXIMATEWETLAND LINE

10'ROADWAY

BUFFER

8'VEHICULARUSE BUFFER

EXISTING DOCK TO BE RECONSTRUCTED,

REHABILITATED

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PROPOSED LA R/W LINE

50'FUTURE ROW

EXISTING LIMITS OF 19TH ST. E.TO BE DEMOLISHED UPONCOMPLETION OF US 301/I75INTERCHANGE IMPROVEMENTS

THE PROPOSED LA R/W LINE ANDALL IMPROVEMENTS SHOWN EASTOF THIS LINE WERE TAKEN FROMTHE FUTURE US301/I-75 INTERCHANGEIMPROVEMENTS. PLANS OBTAINEDFROM FDOT.

US 301/

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U.S. 301 (STATE ROAD NO. 43)U.S. 301 (STATE ROAD NO. 43)

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FUTURE 19TH ST E. & US 301/I-75 RAMP ALIGNMENT

NOTE: ANY FUTURE POTABLE WATERMAIN AND OR RECLAIMEDWATERMAINS WILL BE INSTALLED PER MANATEE COUNTY PUBLICWORKS UTILITY STANDARDS DETAIL UW-20, IN THE FUTURECUL-DE-SAC.

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