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LUP2013-04002Clearwater MEETING DATE: AGENDA ITEM: CASE: REQUEST: GENERAL DATA: Agent........................... Applicant / Owner Location Size ANALYSIS: COMMUNITY DEVELOPMENT BOARD PLANNING AND DEVELOPMENT DEPARTMENT STAFF REPORT June 18, 2013 F.4. LUP2013 -04002 To amend the present Future Land Use Map designations from Residential Urban (RU), Preservation (P) and Water/Drainage Feature to Residential Medium (RM), Preservation (P) and Water/Drainage Feature. E.D. Armstrong, Esquire, Hill Ward and Henderson, Attorneys at Law David B. and Sharon Webb and Webb's Nursery, Inc. 2200 and 2251 Montclair Road, located west of North Belcher Road between Sunset Point Road and Montclair Road. 23.75 total acres; 15.85 acres of uplands Site Location and Existing Conditions: This case involves two parcels with a total acreage of 23.75 located on the west side of North Belcher Road between Sunset Point Road and Montclair Road. The western parcel (11.23 acres), addressed as 2200 Montclair Road, is owned by David B. and Sharon Webb and contains a single family home and one building (7,984 square feet) associated with the wholesale plant nursery. The eastern parcel (12.52 acres), addressed as 2251 Montclair Road, is owned by Webb's Nursery, Inc. and is currently used as a wholesale plant nursery with two buildings (totaling 6,280 square feet) and planting areas. The subject site was acquired in 1921 by the Webb family and was part of Webb family land holdings in the area that originally totaled 150 acres. From 1921 to 1950 the Webb family's 150 acres operated as an orange grove and contained a single family home built in 1925 where the Webb family lived. In 1950 the eastern portion of the subject property was converted to a plant nursery, with the single family home remaining on the western portion. Other parcels of the original land holding were sold off and others retained (e.g., the property to the west is owned by the Webb family but has a long -term lease agreement with Publix Super Markets, Inc.). Both properties contain preservation land and portions of Beckett Lake, totaling approximately 7.9 acres; the remaining 15.85 acres is developable uplands. The parcels are both currently under the jurisdiction of Pinellas County, but a Petition for Annexation (ANX2013- 04007) in the City is being processed concurrently with this application. LOCATION MAP AERIAL PHOTOGRAPH F.4. Clearwater Level III Comprehensive Plan Amendment Application Review Request: The request is to change the property's Future Land Use Map designations of Residential Urban (RU), Preservation (P) and Water /Draining Feature to Residential Medium (RM), Preservation (P) and Water /Drainage Feature. There is a slight decrease from the total acreage currently designated as Preservation (P) and to the proposed Preservation (P) classification since the proposed is based on an accurate jurisdicitonal wetland survey approved by the Southwest Florida Water Management District (SWFWMD). The subject property will function with the existing single family home use and plant wholesale nursery use until the property is sold and redeveloped. It is anticipated that the single family home will remain and the rest of the property will be redeveloped as multifamily housing. A development application has not been submitted at this time; however, the applicant understands all necessary approvals and permits must be obtained before development of the subject site occurs. Vicinity Characteristics: Adjacent to the property, to the north (across Montclair Road) are condominiums and townhomes, to the south (across Sunset Point Road) is a pharmacy and offices, to the west is an assisted living facility, single family homes and the remainder of Beckett Lake, and to the east (across North Belcher Road) is a grocery store, bank and gas station. Abutting the subject property is a variety of Future Land Use Map classifications; the Residential /Office /Retail (R/O /R) classification shares the largest portion of the linear perimeter boundary with approximately 1,418 feet or 33 percent (see Figure 1). The area is characterized by primarily residential development to the north and west and primarily commercial and office uses to the south and east. A complete listing of the surrounding land uses, Future Land Use Map designations and Zoning Atlas designations are shown in Table 1. In addition, a comparison between the uses and intensities allowed PLANNING & DEVELOPMENT LONG RANGE DIVISION FUTURE LAND USE MAP Sb... P a„ .r 4. parjt S, r --, t �slrmoe MDR s, MIll)R r ■ "` I_MD ,,,, :' I MDR —. • T �; D' /R :"4:',-:r__, ij1; :6'1 ', < ,.ai ZONING MAP To„sikoma Condominium Condominiums Pea to Smelt, Family Humes was, Alum' Condominiums / 'Isermacy lit ii a Su,,Ir 1 Si I amrly lin El Homes l ruoi .e rsai Li �� a Liii Ail LIIII IL Self Storage t x I111i.wR.._,.: OffseeiJ�I�iW EXISTING SURROUNDING USES MAP Community Development Board — June 18, 2013 LUP2013- 04002- Page 2 of 11 Clearwater Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT LONG RANGE DIVISION by the present and proposed Future Land Use Map designations appears in Table 2. Figure 1. Abutting Future Land Use Designations 1% • Commerical General (CG) • Residential /Office/ Retail (R/O /R) Residential/Office General (R/OG) • Residential Low Medium (RLM) Residential Urban (RU) Water/Drainage Feature Preservation (P) Table 1. Surrounding Future Land Use and Zoning Designations Existing Use Existing, Conditions FLUM Designation Zoning Atlas Designation Direction Present FLIIM Designation Residential Urban (1411) Ilcqucstctl FLIiM Designation Residential Medium (I'M) Urban Low Density Residential North: Condominiums, townhomes Residential Urban (RU) RPD -7.5 (County) East: Grocery store, bank, gas station Residential/Office /Retail (R/O /R) Commercial (C) South: Pharmacy, Car wash Commercial General (CG) Commercial (C) West: Assisted living facility, single family homes, lake Residential Low Medium (RLM); Residential Urban (RU); Water/Drainage Feature; Preservation (P) Medium Density Residential (MDR); Low Medium Density Residential (LMDR); Preservation (P) Table 2. Uses and Intensities Allowed by Present and Proposed Future Land Use Designations Primary Uses: Present FLIIM Designation Residential Urban (1411) Ilcqucstctl FLIiM Designation Residential Medium (I'M) Urban Low Density Residential Moderate to High Density Residential Maximum Density: 7.5 Dwelling Units Per Acre 15 Dwelling Units Per Acre Maximum Intensity: FAR 0.40; ISR 0.65 FAR 0.50; ISR 0.75 Consistent Zoning Districts: Low Medium Density Residential (LMDR); Medium Density Residential (MDR) Medium Density Residential (MDR); Medium High Density Residential (MHDR) Community Development Board — June 18, 2013 LUP2013- 04002- Page 3 of 11 Clearwvater Level III Comprehensive Plan Amendment Application Review J w. u4 vx.a -. 3.i 4+.iE'�:"`N4CR"a -�. �•4. PLANNING & DEVELOPMENT LONG RANGE DIVISION REVIEW CRITERIA: No amendment to the Comprehensive Plan or Future Land Use Map shall be recommended for approval or receive a final action of approval unless it complies with the standards contained in Section 4- 603.F, Community Development Code. Table 3 depicts the consistency of the proposed amendment with the standards as per Section 4- 603.F: Table 3. Consistency with Community Development Code Standards ('I)( Section 4 -6113 Standard Consistent Inconsistent F.1 F.2 F.3 F.4 F.5 F.6 The amendment will further implementation of the Comprehensive Plan consistent with the goals, policies and objectives contained in the Plan. The amendment is not inconsistent with other provisions of the Comprehensive Plan. The available uses, if applicable, to which the property may be put are appropriate to the property in question and compatible with existing and planned uses in the area. Sufficient public facilities are available to serve the property. The amendment will not adversely affect the natural environment. The amendment will not adversely impact the use of property in the immediate area. X RECOMMENDED FINDINGS OF FACT AND CONCLUSIONS OF LAW: Consistency with the Clearwater Comprehensive Plan [Sections 4- 603.F.1 and 4- 603.F.2] Recommended Findings of Fact: Applicable goals, objectives and policies of the Clearwater Comprehensive Plan which support the proposed amendment include: Goal A.2 A sufficient variety and amount of Future Land Use categories shall be provided to accommodate public demand and promote infill development. Policy A.2.2.2 Residential land uses shall be sited on well- drained soils, in proximity to parks, schools, mass transit and other neighborhood - serving land uses. Goal A.4 The City shall not permit development to occur unless an adequate level of service is available to accommodate the impacts of development. Areas in which the impact of existing development exceeds the desired levels of service will be upgraded consistent with the target dates for infrastructure improvements included in the applicable functional plan element. Goal A.5 The City of Clearwater shall identify and utilize a citywide design structure comprised of a hierarchy of places and linkages. The citywide design structure will serve as a guide to development and land use decisions while protecting those elements that make the City uniquely Clearwater. Community Development Board — June 18, 2013 LUP2013- 04002- Page 4 of 11 Clearwater Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT LONG RANGE DIVISION Policy A.5.2.3 Identify Designated Scenic Non - Commercial Corridors: specially designated roadway for which policies exist to preserve traffic capacity and to protect the aesthetic qualities of the roadway corridor as well as limiting commercial development. Objective A.5.3 Use the city -wide design structure as a guide to preserve the existing character of certain corridors within the City of Clearwater. Policy A.5.3.1 Preserve the residential character of the designated scenic non - commercial corridor of Belcher Road from Sunset Point Road to the northern City Limits. Objective A.6.2 The City of Clearwater shall continue to support innovative planned development and mixed land use development techniques in order to promote infill development that is consistent and compatible with the surrounding environment. Policy A.6.2.2 Encourage land use conversions on economically underutilized parcels and corridors, and promote redevelopment activities in these areas. Policy B.1.3.1 Requests for amendment to the Future Land Use Map will have an analysis of traffic impacts. Objective B.1.4 The City shall specifically consider the existing and planned LOS the road network affected by a proposed development, when considering an amendment to the land use map, rezoning, subdivision plat, or site plan approval. Objective C.1.1 Assure an adequate supply of housing in Clearwater by providing for additional new dwelling units in a variety of types, costs, and locations to meet the needs of the residents of the City of Clearwater. Policy F.1.5.3 The City shall protect and prevent disturbance of any natural wetland areas whether publicly or privately owned, by utilizing assessments and authority provided by the Florida Department of Environmental (FDEP), the Southwest Florida Water Management District (SWFWMD), Pinellas County and the Army Corps of Engineer. Recommended Conclusions of Law: The request does not conflict with the goals, objectives and policies of the Clearwater Comprehensive Plan and furthers said plan as indicated in the following. The proposed Residential Medium (RM) category provides a transition from the higher intensity commercial and office uses to the south and east to the lower density single family homes to the west and is compatible with the attached dwelling uses to the north. Although an application for development has not been submitted at this time the property owners have indicated their intent to sell the eastern parcel for redevelopment as multifamily housing. This will add to the availability of housing type choices in the vicinity and City. The subject site is located in an otherwise developed urban area so presents a unique opportunity for infill development of an approximately 15.85 acre upland site that has been used for agriculture uses for over nine decades. This is a rare opportunity due to the City's limited supply of vacant land. The subject site is located in proximity to parks (Frank Tack Park and Montclair Park, both a short distance to the west), schools (three elementary schools and two middle schools are less than two miles from the subject site), mass transit (PSTA Route 76 operates to the north of the subject site, Community Development Board — June 18, 2013 LUP2013- 04002- Page 5 of 11 Clearsivater Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT LONG RANGE DIVISION approximately 0.4 -mile walking distance) and other neighborhood- serving uses (e.g., pharmacy to the south; bank and grocery store to the east). The proposed amendment also supports the goals, objectives and policies related to the citywide design structure, particularly the preservation of North Belcher Road as a Scenic Non - Commercial Corridor that is residential in character. In addition, the proposal does not degrade the level of service for public facilities below the adopted standards (a detailed public facilities analysis follows in this report). The applicant has submitted a traffic impact analysis concluding that the impact of the proposed Future Land Use classification does not degrade the abutting rights -of -way below the acceptable levels -of- service. The eastern parcel had a jurisdictional wetland survey performed in 2008 coordinated with the South West Florida Water Management District (SWFWMD) providing a clear delineation of the wetlands to be preserved. Consistency with the Countywide Plan Rules Recommended Findings of Fact: Section 2.3.3.2.2 of the Countywide Plan Rules states that the purpose of the Residential Medium (RM) future land use classification is to depict those areas of the county that are now developed, or appropriate to be developed, for in a moderately intensive residential manner; and to recognize such areas as primarily well- suited for residential uses that are consistent with the urban qualities, transportation facilities and natural resource characteristics of such areas. Section 2.3.3.2.2 also states that the Residential Medium (RM) future land use classification is generally appropriate to locations within or in proximity to urban activity centers; in areas where use and development characteristics are medium density residential in nature; and in areas serving as a transition between less urban and more urban residential and mixed -use areas. These areas are typically in proximity to and may have direct access from the arterial and thoroughfare highway network. The site is also located within a segment of North Belcher Road that has been designated a Scenic/Non- commercial Corridor and classified as Residential according to Section 4.2.7.1.3 of the Countywide Rules. Residential Corridors are areas characterized by low density residential uses and classified as Residential Suburban (RS), Residential Low (RL), or Residential Urban (RU) on the Countywide Future Land Use Plan. Regarding Residential Classification, Section 4.2.7.1.4.B.1 states that an amendment to the Countywide Plan Map to increase residential density shall be discouraged, except where such amendment is determined to be consistent with the existing delineation of Countywide Plan Map categories, adjoining existing use, and the purpose and intent of the Scenic/Noncommerical Corridor Plan Element. The subject property is located adjacent to residential uses to the north and west and commercial and office uses to the south and east; the Residential Medium (RM) classification would serve as a transition from the residential uses to the north and west to the commercial and office uses to the south and east. The subject property shares a north -south border of approximately 596 feet to the west with single family homes; 460 feet of which (77 percent) is Beckett Lake. Beckett Lake serves as a natural buffer between the subject site and these single family homes to the west. The portion of the Top of the World multifamily residential development immediately adjacent to the subject property across Montclair Road is developed at 7.5 dwelling units per acre, but the portion of the Top of the World development approximately 490 feet west of the subject property Community Development Board — June 18, 2013 LUP2013- 04002- Page 6 of 11 Clearwater Level III Comprehensive Plan Amendment Application Review across Montclair Road is developed at 15 units per acre under the Residential Medium (RM) classification. The property has frontage on three roads. Both North Belcher Road and Sunset Point Road are minor arterials and Montclair Road is a collector. The subject property is in proximity to two of the City's activity centers (Hercules Industrial Park is immediately south of the subject property and the Countryside Mall /Westfield Area is approximately 1.2 miles from the subject property). Even though this segment of North Belcher Road has the Scenic/Noncommercial Corridor subclassification of Residential Corridor, which is intended for low density residential development, the east side of North Belcher Road, between Montclair Road and Willow Tree Trail (the Top of the World residential development) has the Residential Medium future land use classification. Additionally, the eastern portion of this segment of North Belcher Road at the intersection of Sunset Point Road, directly across Belcher Road from the subject property, has the Mixed Use subclassification which is compatible with residential densities in the Residential Medium (RM) classification (see Figure 2). So although the proposed amendment of the subject property to a higher residential density classification is discouraged, it is consistent with existing development along the same segment of the North Belcher corridor. PLANNING & DEVELOPMENT LONG RANGE DIVISION Figure 2. Scenic /Non - commercial Corridor Map — Belcher Rd. & Sunset Point Rd. Segment DREW ST /ELAND ST COURT ST SUNSET PO Nt RD TO BAY BLVD BELLEAIR RD SR Legend Scenic /Noncommercial Corridor Type RuraVOpen Space Residential Mixed Use Unique /Scenic View Enhancement Connector Recommended Conclusions of Law: The proposed Future Land Use Map amendment is consistent with the purpose and locational characteristics of the Countywide Plan Rules. The proposed Future Land Use Map amendment is consistent with the Scenic/Noncommercial Corridor Plan Element as it is consistent with adjoining existing uses and uses to the northeast along the same segment of North Belcher Road. Compatibility with Surrounding Property /Character of the City & Neighborhood [Section 4- 603.F.3 and Section 4- 603.F.6] Recommended Findings of Fact: Existing surrounding uses consist of single family homes, an assisted living facility, condominiums, townhomes, a grocery store, a bank, a gas station, an office and a pharmacy. The future land use designations of surrounding properties include Residential Urban (RU) (7.5 dwelling units per acre; FAR 0.40), Residential Low Medium (RLM) (10 dwelling units per acre; FAR 0.50), Residential /Office /Retail (R/O /R) (18 dwelling units per acre; FAR 0.40), Residential /Office General (R/OG) (15 dwelling units per acre; FAR 0.50), and Commercial Community Development Board — June 18, 2013 LUP2013- 04002- Page 7 of 11 ClV[il r1 all l Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT LONG RANGE DIVISION General (CG) (24 dwelling units per acre; FAR 0.55). Just diagonal (but not contiguous) to the subject property to the northwest, are properties with the Residential Medium (RM) classification. The proposed Residential Medium (RM) (15 dwelling units per acre; FAR 0.50) classification with multifamily housing is compatible with the surrounding properties and neighborhood. Recommended Conclusions of Law: The Residential Medium (RM) future land use classification requested is consistent with the surrounding future land use classifications that exist in the vicinity of the subject property. The proposed future land use designation will allow the development of residential uses at a density and scale that is consistent with existing residential, commercial and office uses in the vicinity of the subject property. As such, the proposed amendment will allow development that is in character with the surrounding area. The proposed Residential Medium (RM) future land use designation is in character with the overall Future Land Use Map designations in the area. Further, the proposal is compatible with surrounding uses and consistent with the character of the surrounding properties and neighborhood. Sufficiency of Public Facilities [Section 4- 603.F.4] Recommended Findings of Fact: To assess the sufficiency of public facilities needed to support potential development on the property, the maximum development potential of the property under the present and requested Future Land Use Map designations was analyzed. The request for amendment to the Residential Medium (RM) Future Land Use Map category would increase the amount of development potential allowed on the site (see Table 4). Table 4. Development Potential for Existing & Proposed FLUM Designations Site Area (uplands) Present Fl.1!M Designation "RI'" 15.85 AC (690,426 SF) IZequcstctl FI.1 Al Designation "R.11 " 15.85 AC (690,426 SF) Net Change Maximum Development Potential 118 DUs 276,170 SF 0.40 FAR 237 DUs 345,213 SF 0.50 FAR 119 DUs 69,043 SF 0.10 FAR Abbreviations: FLUM — Future Land Use Map DUs — Dwelling Units AC — Acres FAR — Floor Area Ratio SF — Square feet As shown in Table 5, the proposed change will result in an increase in demand of public facilities and services, but will not degrade them below acceptable levels. Community Development Board — June 18, 2013 LUP2013- 04002- Page 8 of 11 CJ.ea vote Level III Comprehensive Plan Amendment Application Review Table 5. Public Facilities Level of Service Analysis PLANNING & DEVELOPMENT LONG RANGE DIVISION As shown in Tables 6 and 7 below, there is a potential increase of 58 PM Peak Hour trips associated with the request for amendment to the Residential Medium (RM) future land use classification. However, this potential increase will not decrease the current level of service for either roadway. Both North Belcher Road and Sunset Point Road currently operate above the adopted level of service standard (LOS D or better). A traffic analysis was prepared by the applicant based on a methodology approved by the City's Engineering Department. The level of service for the intersections and roadway segments studied is acceptable (LOS D or better) with the expected vehicular trips generated from the proposed residential development. The need of exclusive turn lanes to an unsignalized driveway will be evaluated when an application for development approval is submitted. Table 6. Maximum Potential Traffic — North Belcher Road North Belcher Road (Sunset Point Rd. to Countryside Rd.) Maximum Potential acililics Present FLUM Designation "RU" Impact to Public /Scrvices Requested FLUM Designation "RM" Net Chan:e Capacity Available? Public Facility/Service Streets 1,078 Trips' 1,617 Trips' 539 Yes Potable Water 19,984 GPD2 61,714 GPD2 41,730 Yes Wastewater 16,013 GPD2 55,543 GPD2 39,530 Yes Solid Waste 150.5 Tons/Year 600.7 Tons/Year 450.2 Yes Parkland 1.0 Acres3 2.1 Acres3 1.1 Yes Notes: 1. Based on average daily trips per acreage figure, Pinellas County Countywide Plan Rules. • Residential Urban (RU) — 68 vehicle trips per day per acre. • Residential Medium (RM) — 102 vehicle trips per day per acre. 2. GPD — Gallons per day. 3. Based on 4.0 acres of parkland per 1,000 persons and 2.2 persons per unit. As shown in Tables 6 and 7 below, there is a potential increase of 58 PM Peak Hour trips associated with the request for amendment to the Residential Medium (RM) future land use classification. However, this potential increase will not decrease the current level of service for either roadway. Both North Belcher Road and Sunset Point Road currently operate above the adopted level of service standard (LOS D or better). A traffic analysis was prepared by the applicant based on a methodology approved by the City's Engineering Department. The level of service for the intersections and roadway segments studied is acceptable (LOS D or better) with the expected vehicular trips generated from the proposed residential development. The need of exclusive turn lanes to an unsignalized driveway will be evaluated when an application for development approval is submitted. Table 6. Maximum Potential Traffic — North Belcher Road North Belcher Road (Sunset Point Rd. to Countryside Rd.) Existing Conditions Current FLUM1 Proposed FLUM2 Net New Trips Potential Additional Maximum Daily Trips N/A 1,078 1,617 539 Potential Additional Maximum PM Peak HourTrips3 N/A 102 154 52 Roadway Volume (Annual Average Daily) 26,1284 27,206 27,745 539 Roadway Volume (PM Peak Hour)3 1,365 1,482 1,540 58 Roadway Level of Service PM Peak Hour C4 C5 C5 Adopted Roadway Level of Service Standard D Peak Hour Abbreviations and Notes: N/A = Not Applicable. FLUM = Future Land Use Map, Clearwater Comprehensive Plan. 1. Based on PPC calculations of 68 trips per day per acre in the Residential Urban (RU) future land use category. 2. Based on PPC calculations of 102 trips per day per acre in the Residential Medium (RM) future land use category, Religious /Civic Facilities use. 3. Based on MPO K- factor of 0.095. 4. Source: Pinellas County Metropolitan Planning Organization 2012 Level of Service Report. 5. Based on a comparison between the Pinellas County Metropolitan Planning Organization 2012 Level of Service Report and the 2009 Florida Department of Transportation Quality/Level of Service Handbook. Community Development Board — June 18, 2013 LUP2013- 04002- Page 9 of 11 Clear Water ater Level III Comprehensive Plan Amendment Application Review Table 7. Maximum Potential Traffic- Sunset Point Road PLANNING & DEVELOPMENT LONG RANGE DIVISION Sunset Point Road (Belcher Rd. to Keene Rd.) Existing Conditions Current FLUM1 Proposed FLUM2 Net New Trips Potential Additional Maximum Daily Trips N/A 1078 1617 539 Potential Additional Maximum PM Peak HourTrips3 N/A 102 154 52 Roadway Volume (Annual Average Daily) 25,2304 26,308 26,847 539 Roadway Volume (PM Peak Hour)3 1,098 1,215 1,273 58 Roadway Level of Service PM Peak Hour B4 B5 B5 Adopted Roadway Level of Service Standard D Peak Hour Abbreviations and Notes: N/A = Not Applicable. FLUM = Future Land Use Map, Clearwater Comprehensive Plan. 1. Based on PPC calculations of 68 trips per day per acre in the Residential Urban (RU) future land use category. 2. Based on PPC calculations of 102 trips per day per acre in the Residential Medium (RM) future land use category, Religious /Civic Facilities use. 3. Based on MPO K- factor of 0.095. 4. Source: Pinellas County Metropolitan Planning Organization 2012 Level of Service Report. 5. Based on a comparison between the Pinellas County Metropolitan Planning Organization 2012 Level of Service Report and the 2009 Florida Department of Transportation Quality/Level of Service Handbook. Recommended Conclusions of Law: Based upon the findings of fact, it is determined that the traffic generated by the proposed amendment will not result in the degradation of the existing level of service on either North Belcher Road or Sunset Point Road. There is an increase in demand for potable water and parkland, and generation of wastewater and solid waste, but there is adequate capacity to accommodate the maximum demand generated by the proposed amendment. Impact on Natural Resources [Section 4- 603.F.5] Recommended Findings of Fact: Wetlands are located on the subject property, as determined by the 2008 South West Florida Water Management District jurisdictional wetland survey. There are trees and landscaping on site. Recommended Conclusions of Law: Any proposed redevelopment is required to be compliant with the City's tree preservation, landscaping, storm water management and wetland vegetative buffer requirements. REVIEW PROCEDURE: Approval of the Future Land Use Map amendment does not guarantee the right to develop the subject property. The Future Land Use Map amendment is subject to approval by the Pinellas Planning Council and Board of County Commissioners acting as the Countywide Planning Authority. Based on the size of the parcel, review and approval by the Florida Department of Economic Opportunity (Division of Community Planning) is required. The property owner must comply with all laws and ordinances in effect at the time development permits are requested, including transportation concurrency provisions of the Concurrency Management System in Division 9, Community Development Code. Community Development Board — June 18, 2013 LUP2013- 04002- Page 10 of 11 Clearwater Level III Comprehensive Plan Amendment Application Review PLANNING & DEVELOPMENT LONG RANGE DIVISION RECOMMENDATION: Based on the foregoing, the Planning and Development Department recommends the following action: Recommend APPROVAL of the request for Future Land Use Map amendment from the Residential Urban (RU), Preservation (P) and Water /Drainage Feature classifications to the Residential Medium (RM), Preservation (P) and Water /Drainage Feature classifications. Prepared by Planning and Development Department Staff: Catherine Lee, AICP Planner III ATTACHMENTS: Resume Photographs of Site and Vicinity Community Development Board — June 18, 2013 LUP2013- 04002- Page 11 of 11 Catherine Lee, AICP, LEED Green Associate 100 South Myrtle Avenue Clearwater, FL 33756 727 - 562 -4557 catherine .lee(cimyclearwater.com PROFESSIONAL EXPERIENCE • Planner III, Long Range Division October 2010 to Present • Planner II, Long Range Division November 2008 to October 2010 City of Clearwater, Clearwater, Florida Responsible for numerous aspects of the Growth Management Act of Florida such as comprehensive planning, Future Land Use Plan amendments, rezonings, and annexations. Update Community Development Code by Ordinance. Prepare staff reports for the City Council and Community Development Board. Coordinate and manage various projects. • Planner I and Planner II, Development Review Division City of Clearwater, Clearwater, Florida March to October 2008 Provided information to the public concerning the City's Community Development Code, Clearwater Downtown Redevelopment Plan, Beach by Design and general zoning information. Reviewed building plans for compliance with the Community Development Code. Presented Flexible Standard Development applications before the Development Review Committee. • Research Assistant Geography Department, Brigham Young University, Provo, Utah September 2007 to January 2008 Contributed research on various land use and planning issues, including locally unwanted land uses and their roles in the American West for Dr. Richard H. Jackson, AICP. • Teaching Assistant Geography Department, Brigham Young University, Provo, Utah January 2007 to December 2007 Explained North American land use patterns and concepts to students, including planning history and current practices. Graded student writing and exams, providing feedback for improvement and clarification of planning concepts. • Planning Intern City of Port Angeles, Port Angeles, Washington May to August 2007 Assisted citizens at the zoning counter regarding the City's Municipal Code. Performed research related to intergovernmental cooperation, comprehensive plan amendments, and code changes. Presented research findings to the Planning Commission. EDUCATION Bachelor of Science in Urban, Rural and Environmental Planning, Brigham Young University, 2007 ASSOCIATION MEMBERSHIP • American Institute of Certified Planners (2012 to Present) • American Planning Association (2008 to Present) • LEED Green Associate (2011 to Present) View looking south at the subject property, 2200 Montclair Rd. Nursery office building on western parcel View looking south at eastern parcel storage shed and nursery planting area View looking south at the subject property, 2251 Montclair Rd. Nursery storage building on eastern parcel View looking north at the subject property (Beckett Lake) from Sunset Point Rd. LUP2013 -04002 & REZ2013 -04002 Webb, David B. & Sharon and Webb's Nursery, Inc. 2200 & 2251 Montclair Road Across Montclair Rd., to the north of the subject property, Top of the World condominiums View looking easterly along Montclair Road Across North Belcher Rd., to the east of the subject property, gas station Across Montclair Rd., to the north of the subject property, Villas of Lake Arbor townhomes View looking westerly along Montclair Road Across North Belcher Rd., to the east of the subject property, Publix grocery store LUP2013 -04002 & REZ2013 -04002 Webb, David B. & Sharon and Webb's Nursery, Inc. 2200 & 2251 Montclair Road Across North Belcher Rd., to the east of the subject property, Bank of America View looking southerly along North Belcher Road Across Sunset Point Rd., to the south of the subject property, office building View looking northerly along North Belcher Road Across Sunset Point Rd., to the south of the subject property, Walgreens pharmacy View looking easterly along Sunset Point Road LUP2013 -04002 & REZ2013 -04002 Webb, David B. & Sharon and Webb's Nursery, Inc. 2200 & 2251 Montclair Road View looking westerly along Sunset Point Road West of the subject property frontage on Sunset Point Rod., single family homes West of the subject property frontage on Sunset Point Rd., Beckett Lake preservation area West of the subject property frontage on Montclair Rd., assisted living facility LUP2013 -04002 & REZ2013 -04002 Webb, David B. & Sharon and Webb's Nursery, Inc. 2200 & 2251 Montclair Road o Planning & Development Department C earwater Com rehensive Plan Amendment Application p Including Future Land Use Map Amendments ALL APPLICATIONS ARE TO BE FILLED OUT COMPLETELY AND CORRECTLY, AND SUBMITTED IN PERSON (NO FAX OR DELIVERIES) TO THE PLANNING & DEVELOPMENT DEPARTMENT BY NOON ON THE SCHEDULED DEADUNE DATE. A TOTAL OF 11 COMPLETE SETS OF APPLICATION MATERIALS (1 ORIGINAL AND 10 COPIES) AS REQUIRED WITHIN ARE TO BE SUBMITTED FOR REVIEW BY THE DEVELOPMENT REVIEW COMMITTEE. SUBSEQUENT SUBMITTAL FOR THE COMMUNITY DEVELOPMENT BOARD WILL REQUIRE 15 COMPUTE SETS OF APPLICATION MATERIALS (1 ORIGINAL AND 14 COPIES). PLANS AND APPUCATIOPIS ARS REQUIRED TO BE COLLATED, STAPLED AND FOLDED INTO SETS. IT O INCUMBENT UPON THE APPLICANT TQ SUBMIT COMPLETE AND CORRECT Il4NORMATTON. ANY MISLEADING, DECIPTIVE, INCO ATPLETE OR INCORRECT MN ORMATION MAY INVALIDATE YOUR APPU!CAT1ON. THE APPLICANT, BY FILING THIS AP PPEIE1t'IKID$, AGREES TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF TIN COMMUNTTY DIBVEIAOPMENT COOS. APPLICATION FEE: Future Land Use Map Amendment only, Includes Zoning Atlas Amendment PS Comprehensive Plan Text Amendment APPLICATION TO AMEND: R FUTURE LAND USE MAP (select one) COMPREHENSIVE PLAN (TEXT) PROPERTY OWNER (PER DEED): MAILING ADDRESS: PHONE NUMBER: EMAIL: Webb's Nursery, Inc. David B. and Sharon Webb 2551 Montclair Road, Clearwater, FL 33763 2200 Montclair Road, Clearwater, FL 33763 727 - 799 -2118 727 - 799 -2118 webbs.nursery@verizon.net AGENT OR REPRESENTATIVE: E.D. Armstrong, Esquire, Johnson Pope, Bokor, Ruppel & Burns MAILING ADDRESS: 911 Chestnut Street, Clearwater, FL 33757 PHONE NUMBER: 727 -441 -1818 EMAIL: eda(MpMet.com ADDININTQP $UIJEGT PROPENTY (0 ap#6 ): Mt 3218 Montclair Read PARCIL NUM$EIII(St 6.0.111410410.230-02011 & 649 -14- 000000 -236 -0100 LOMA ONCIII I6Mi0IMt Bas A ITESCIWTTION OF TEXT AMENDMENT (if applicable): Specific identify the requested amendment to the Comprehensive Plan NIA Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727 - 562 -4865 Page 1 of 5 Revised 03112 :es - k:\Webbs Nursery \Permfls\Comprehensive Plan Amendment AppkcaUon.pdt LL Clearwater Planning & Development Department Comprehensive Plan Amendment Application Including Future Land Use Map Amendments PLEASE ENSURE THAT THE FOLLOWING INFORMATION IS FILLED OUT, IN ITS ENTIRETY. FAILURE TO COMPLETE THIS FORM WILL RESULT IN YOUR APPLICATION BEING FOUND INCOMPLETE AND POSSIBLY DEFERRED UNTIL THE FOLLOWING APPLICATION CYCLE. FUTURE LAND USE PLAN DESIGNATION PRESENT: REQUESTED: SITE AREA: ZONING 0 TRICT PRESENT: REQUESTED: RU, Residential Urban RM, Residential Medium and P, Preservation Pinellas County RPD 7.5 City of Clearwater MHDR and P, Preservation sq. ft. MAXIMUM ALLOWABLE DENSITY /INTENSITY(S) : Current /Existing Future Land Use(s): 121 d.u. maximum Proposed Future Land Use(s): 242 d.u. maximum (units, rooms or beds per acre or non- residential square footage) 23.75 acres USE(S): Existing (currently on site or previous use if vacant): Proposed (new use, if any; plus existing if to remain): FUTURE LAND USE PLAN DESIGNATIONS FOR ALL ADJACENT PROPERTY: North: South: East: West: RU + RM Plant Nursery and Single Family Home Multi- Family and Single Family Residential CG + ROC ROR REM + RU STATE OF FLORIDA, COUNTY OF PINELLAS I, the undersigned, acknowledge that all representations made in this application are true and accurate to the best of my knowledge and authorize City representatives to visit and photograph the property described in this application. Sworn to and subscribed before me this OZ tkl day of Signature of property owner or representative E.D. Armstrong 111' l /f\ j , o!� 13 . to me and /or by •p. NYY\.S -i1(Y,2}"J , who is personally known has produced -J as identification. )4otary public, My commission expires: ;Kti 'ji %fv. GINA L. CANOPARI Commission # DD 9554 'r Expires January 26, 201 U i d um, Tta/Ftdn Inxratce 800 Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727 - 562 -4567; Fax: 727 -562 -4865 Page 2 of 5 Revised 03/12 :es - k:\Webbs Nurser ylPermilslComprohensive Plan Amendment Application. pd Clearwater Planning & Development Department Comprehensive Plan Amendment Standards for Review PROVIDE COMPLETE RESPONSES TO EACH OF THE SIX (6) STANDARDS FOR REVIEW EXPLAINING HOW, IN DETAIL, THE CRITERION IS BEING COMPLIED WITH PER THIS COMPREHENSIVE PLAN AMENDMENT. 1. The amendment will further implementation of the comprehensive plan consistent with the goals, policies and objectives contained in the plan. See Exhibit "B" 2. The amendment is not inconsistent with other provisions of the comprehensive plan. See Exhibit "B" 3. The available uses, if applicable, to which the property may be put are appropriate to the property in question and compatible with existing and planned uses in the area. See Exhibit "B" 4. Sufficient public facilities are available to serve the property. See Exhibit "B" 5. The amendment will not adversely affect the natural environment. See gxhiit "B" 6. The amendment will not adversely impact the use of property in the immediate area. See Exhibit "8" Planning 8 Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727-562-4567; Fax: 727 - 562 -4865 Page 4 of 5 Revised 03/12 :es - k:\Webbs NurserylPermitslComprehensive Plan Amendment Application.pdf 'Clearwater Planning & Development Department Petition for Annexation Affidavit to Authorize Agent /Representative 1. Provide names of all property owners on deed — PRINT full names: Webb's Nursery, Inc. 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property: 2251 Montclair Road, Clearwater, Florida 3. That this property constitutes the property for which a request for (describe request): Annexation, Land Use Plan Amendment and Rezoning Applications 4. That the undersigned (has /have) appointed and (does /do) appoint: E.D. Armstrong, Esquire as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That s visits to the property are necessary by City representatives in order to process this application and the owner : uthhr i jay > . res - ntatives to visit and photograph the property described in this application; 7. Th ify that the foregoing is true and correct. P perty Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS DAY OF r ! l/ c r l T s 1- - tve�lo , PERSONALLY APPEARED WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE /SHE FULLY UNDERSTANDS THE C9JTENTS OF THE AFFIDAVIT THAT HE /SHE SIGNED. Notary Seal /Stamp CYNTHIA J. GAY Commission # EE 1 lz- s Expires may 13, 2016 Notary Public nature Dondad TaaTmr Fain Inseam LOI3664011 My Commission Expires: Planning & Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727 -562 -4567; Fax: 727.562.4865 Page 6 of 7 Revised 01/12 es - K:IWebbs Nursery\Permils\Pelilion !or Annexation pdl `Clearwater „ „ Planning & Development Department Petition for Annexation Affidavit to Authorize Agent /Representative 1. Provide names of all property owners on deed — PRINT full names: David B. and Sharon Webb 2. That (I am /we are) the owner(s) and record title holder(s) of the following described property: 2200 Montclair Road, Clearwater, Florida 3. That this property constitutes the property for which a request for (describe request): Annexation, Land Use Plan Amendment and Rezoning Applications 4. That the undersigned (has /have) appointed and (does /do) appoint: E.D. Armstrong, Esquire as (his /their) agent(s) to execute any petitions or other documents necessary to affect such petition; 5. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act on the above described property; 6. That site visits to the property are necessary by City representatives in order to process this application and the owner authorizes City representatives to visit and photograph the property described in this application; 7. That (I /we), the undersigned authority, hereby certify that the foregoing is true and correct. ICIS9-42-1/4 DJ Property Owner Property Owner Property Owner Property Owner STATE OF FLORIDA, COUNTY OF PINELLAS BEFORE ME THE UNDERSIGNED, AN OFFICER DULY COMMISSIONED BY THE LAWS OF THE STATE OF FLORIDA, ON THIS DAY OF A,,k c N, ) / 3 , PERSONALLY APPEARED �� .. ► • 1,41 IP ' SIP WHO HAVING BEEN FIRST DULY SWORN DEPOSED AND SAYS THAT HE /SHE FULLY UNDERSTANDS T VQNTENTS OF THE AFFIDAVIT THAT HE /SHE SIGNED. 1 Notary Seal /Sta GYPIllilA J. GAY Cornmission # EE 188782 Expires X13,2016 yip E9pJ8i.7019 Notary Public Si_ 'ature y Commission Expires: Planning 8, Development Department, 100 S. Myrtle Avenue, Clearwater, FL 33756, Tel: 727 -562 -4567; Fax: 727 - 562 -4865 Page 6 of 7 Revised 01/12 es • K:Iwebbs Nursery‘Permils{Pelilion for Annexation pdf EXHIBIT A LEGAL DESCRIPTION OWNERS: WEBB'S NURSERY, INC. & DAVID B. AND SHARON WEBB ANNEXATION, LAND USE PLAN AMENDMENT AND REZONING APPLICATION \30B\ Data \Dwgs\LS \308J.S1_Nursery.dwq - Afar 25, 2013 0 8:41am - palenoude THIS IS BM A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS, INC., AT THE CLIENTS REOUEST. BEARINGS ARE BASED UPON, SEE SKETCH AND LEGAL DESCRIPTION LEGAL DESCRIPTION: A pored of land being a portion of the Southwest 1/4 01 the Northwest 1/4 of Section 6. Township 29 South. Ronge 16 Eost, Pinellas County. Florida. being more particularly described es follows: Commence at the Southwest corner of the Southwest 1/4 of the Northwest 1/4 of Section 6. Township 29 South. Range 16 lest. Pinellas County. Florists; thones N0O'34'41"111, along the West Zino et said Southwest 1/4 of the Northwest 1/4 of Section 6 (being the busts of bearings ter this Iegol description), ter 1547.92 feet to the Northwest corner of sold Southwest 1/4 of the Nsrlhvsst 1/4 Of Station 6; thecae NO0092'41 "2, slang the North line of to d Southeeat 1/4 of the Northwest 1/4 of Section 6. some bale, the South Right- of -Wuy lies of Menteleir Reed (formerly Svssst Point Ceeehmen Rood) occsr ding to B.erd of County Ctnsniserot Minute Seek S. pees 60. 01 tr►s Public Roaords of Pintfles County, Florida, for 413.77 twit to the POINT OF GINNING: thenoe esntinue N89•5S'41 "E, along said Neith lino of flit Southwest 1/4 of lb. Nortbwett 1/4 of Sootiest 6. some being said South Right -of -Inky line of Montclair Reed. seeording to Beard of County Celswiission Minute Book 5, pogo 60. for 800.78 fool; flumes INC filtering three (3) courses along the Southerly Right - of-Woy line of Montclair Reed sccsrding the Offioiel Records look 4609. pegs 203. of the Public Records of Pinellas County, Florida; (1) thence (*oveng said North line of the Southwest 1/4 of the Northwest 1/4 et Section 6. 300°27'47 "8, for 16.88 feat to the point of ,nlersscIien with o non - tangent curve, cencovo Southerly; (2) thence Easterly along the ore of said curve. from o radial bearing of N00•27'48 "E, having a radius Of 210.00 Seel. o central angle of 30•45'41". en arc length of 112.75 feet. and a chord beoring S74 °09'22 "E for 111.40 feet to the point of tangent: (3) thence 558'46'31 "E. for 92.56 foot; (hence leaving said Southerly Right -of -Way tint of Montclair Rood according the Official Records Book 4609. pogo 203. SII•58'56 "E. along the Southerly Right -of -Way line of Montclair Rood occording the Official Records Book 4715. pogo 2002, of the Public Records of Pinellas County, Florida. for 15.06 feel to the point of intersection with the Westerly Right - of -W07 line of Belcher Rood (County Rood 94) according to said Official Records Book 4609, page 203; thence 534•48•39 "w, along said Westerly Right -of -Way line of Belcher Road (County Road 94) according to Officio! Records Book 4609. pogo 203. for 849.29 feet; thence the following six (6) courses along the Westerly Right -of -Way line of Belcher Rood (County Rood 94) according to Official Records Book 8312. page 1478. of the Public Records of Pinellas County. Florida; (1) thence 539.16'15 "W. for 276.32 feet; (2) thence 534'48'34'W. for 81.44 feet; (3) thence N55•II'26 "W, for 27.00 feat; (4) !hence S34 °48'34 "W, for 80.00 feel; (5) thence S53•II'26 "E. for 27.00 feet; (6) thence S34 °48'34 "8, for 129.62 feet to the point of intersection with the Northerly Right -of -Way Tine of Sunlit} Point Road (State Reed S -588) according to said Official Records Book 8312, pogo 1478; thence 570•16'12'W. along said Northerly Right -of -Way line of Sunset Point Rood (Stet* Rood 9 -588) according to Official Records Book 8312. page 1478, for 53 95 toot to the paint of intersection with a non - tangent curve, concave Northerly; p511PASE FER: SKEET DESONP7 ON: WALE: NONE MM'S NURSERY LEGAL DESCRIPTION AND SKETCH - NURS Celt: 3 -t4 -13 Gamut JOU Ne 2008 -30 :eft 308 4:TP RY SITE Whew 6 CAL LCS tovaleup: 29 S Rcw 16 E FLORIDA DEN CCWSU TANTSS NC" ENGINEERS. ENVIRONMENTALISTS SURVEYORS 8 PLANNERS 3030 Slarkey Blvd. New Pori Richey, Florida 34655 (727) 849 -7588 Certificate of Authorization; LB 6707 State of Florida NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LIC ;0 SURVEYOR AND MAP- R. ROBERT C. WRIGHT, JR. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ©Copyright 2013 Florida Design Consultants, Inc Drawings and concepts may not be used or reproduced without written permission Sheet of 3_ h\ 308\ Dato \Dwgs \LS \308_LS1_lursery.dw9 - Mar 25. 2013 0 6:41om - potenoude THIS IS MI A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS. INC., AT THE CLIENTS REQUEST. BEARINGS ARE BASED UPON. SEE SKETCH AND LEGAL DESCRIPTION LEGAL DESCRIPTION CONTINUTED: thence Westerly along said Northerly Right -of -Way line of Sunset Point Rood (Slate Rood s -586) according to Official Records Book 8312, page 1478, along the arc of sold curve. from a radial bsoring of S00•08'56 "E, having o radius of 34,120.10 feet. o control angle of 00'06'50'. on erc length of 67.80 feet. and e chord bearing 589.54'28 "W for 67.80 feel to the point of intersection will' a non - tangent line; thence leaving said Northerly Right -of -Way line of Sunset Point Reed (Siete Reed 3 -388) ecesrding to Official Records Beek 8312. pogo 1478. N50•10'10 "E, ter 35.77 feet; thence N55'37'03 "E, for 34.61 feet; thence N44•39'02 "E, for 27.73 feet; thanes N70•38'26 "6, for 33.22 feet; thence 865.03'37 "E, for 17.00 feet; (hence N38•30'47 "E, for 24.23 feet; thence N41•32'33'E, ler 45.45 feet; thence S55•II'27 "E, ter 2.64 feet; thence N3048'3411. for 14.46 lest; thence N33•I1'26'W, ter 27.00 feet; thence N34.4U'34'2. ler 90.00 feet; theses NO)'03'00 "w, ter 36.68 feel; them *23.31'10'w, for 119.04 feet; thence N34.31'01 "5, for 201.11 loot; thence N29•I8'08'W, for 66.82 lest; thence N47.36'09'E, for 130.01 feel; thence N15•28'18't, for 217.95 feet; thence NO3.16'38'E, tor 223.16 feet; thence N16•25'32 "W, for 46.91 test; thew.' NOO•00'00"E, for 109.72 feet le the POINT OF BEGINNING. Containing 545.436 square foot or 12.522 ocres, more er less. LINE TABLE LINE BEARING LENGTH 1.32 N5010.14"E 35.77' L33 N55'37'031 34.61' 134 N4419'02"E 27.73' L35 N70'3e'26'E 35.22' 1.36 565'03'37 "E 17.00' 1.37 N5e'36'47 -E 24.23' L38 N41'S2'SS'E 45.45' L39 S5511'37'E 2.64' LINE TABLE UNE BEARING LENGTH L40 N34'48'34'E 14.46' L41 N55'11'26'w 27.00' L42 N34.44'.34'( 90.00' 1.43 NO3'03'00'W 36.68' L.44 N2511'10'w 119.04' 1.45 N3451'01 %9 207.11' L46 ■2914'O4"w 16.82' 147 N47•36109'E 130.01' CURVE TABLE OAK RADIUS LENGTH C/IORO SEARING DELTA JRACIAL KARIM C1 34(20.10 67.60' 67.40' 5611'54.24 "w 00'6' 401706'561 C2 210.00' 112.75' 111.40' 374'01'221 30'43'41" Noo7r46"E PREPARED /'611: UNE TABLE UN( BEARING LENGTH 1.48 N15'2e'1e"E 217.95' 1.49 N0316'3e'E 223.16' L50 N16'25'32 "w 46.91' L51 N0000'00"E 109.72' L52 N69'35'41"E 600.76' 1.53 $00.27'47 -w 16.86' 155 S58'46'31'E 92.56' 156 411'58'56'E 15.06' LINE TABLE UNE BEARING LENGTH L57 534'48'39'W 649.29' L58 $3916'15 "W 276.32' 159 534'48'34'W 61.44' 160 N5591'26 "W 27.00' 1.61 534'46'34 *W 80.00' 1.62 S5511'261 27.00' 163 S34.48'34'w 129.62' 164 57016'12*W 53.95' ABOREZAlghtlEOCMa CCMB - County Commission PA - Properly Appraisers Mop Dote Mlnule Book p�0 . Pinellas County Survey Oepwlmsnt EDO . Easement FOOT . Florida Daportmsnt PC(S) ■ Papas of Transportation POO - Point of Beginning 18 - Corporate Codification Number RO - Rood LS - Licensed Suivayor R/W - Right of Wey ORB - OIRCiol Records Book SEC - Section SHEET ixTIONt WEB'S NURSERY LEGAL DESCRIPTION AND SKETCH - NURSERY SITE mitE NONE DAR: 3 -I4 -13 DRANK: JTP OALCSE; LCS CHEC11E0: RCW AO No.: 2008 -30 aft 308 *CTICN; 6 TOWNSHIP: 29 S RANGE: 16 E FLORIDA DESIGN CONSULTANTS, INC ENGINEERS, ENVIRONMENTALISTS SURVEYORS 8 PLANNERS 3030 Slarkey Blvd. New Porl Richey, Florida 34655 (727) 849 -7588 Certificate of Authorization: LB 6707 State of Florida NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL • A FLORIDA ENSED SURVEYOR AN PER. ROBERT C. WRIGHT, JR. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ®Copyright 2013 Florida Design Consultonts, Inc. Drawings and concepts moy not be used or reproduced without written permission Sheet 2 of 3 J: \ 308 \Dota\Owgs \LS \308_1-S1 _Nursery dwq — Mor 25. 2013 0 8: 35om — potenoude THIS IS IQI A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS, INC., AT THE CLIENTS REQUEST, BEARINGS ARE BASED UPON, SEE SKETCH AND LEGAL DESCRIPTION N LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC 6- 29S -16E S R/W UNE OF MONTCLAIR ROAD, FORMERLY SUNSET POINT COACHMAN ROAD PER CCMB 5, PG 60 413.77 L52 POO L53 N89:33'1,1 NW CORNER OF THE SW 1/4 OF THE NW 1/4 OF SEC 6- 29S -16E 10' ESMT PARCEL 121.2 PER ORS 8312, PC 1478 19.5' !/W PARCEL 121.1 PER On 8312. PO 1478 POC SW CORNER OF THE SW 1/4 OF THE NW 1/4 OF SEC 6- 29S -16E N00'34'41 "W 9 S R/W OF MONTCLAIR RD PER ORB 4609. PG 203 C2'S ACT AREA= 956 SQUARE FEET 4,44/ OR 13.322 ACRE. MORE OR LESS t �y ,fp. OF R RO N^47" t�'" (COUNTY ROAD d 94) PER ORB 4609, PG 20 L43 /-L59 110' R/W PER ORB 4809, PG 203 R/W PARCEL 151.1 PER ORB 8312, PG 1478 SEE DETAIL "A" 21.1 R/W 3ARCPL 121.1 4 � -�: 8312, PG 1478 SUNSET POINT ROAD STATE ROAD 164 S- 588(FDOT) COUNTY ROAD 576(PCSD) R/W WIDTH VARIES 0 150 PREPARED F019 SHEET DEl 100' R/WCl (FDOTXPCSD) } S R/W OF MONTCLAIR RD PER ORB 4715, PG 2002 DETAIL "A" NOT TO SCALE L R/W PARCEI. CO 151.1 PER (, OR8 8312. PG 1478 L4.1 v L40 162 NORTHERLY R/W OF SUNSET POINT RD PER ORB 6312, PG 1478 WESTERLY R/W OF BELCHER RD PER ORB 8312, PG 1478 300 600 1 " -300 1 WEBS'S NURSERY LEGAL DESCRIPTION AND S TCH - NURSERY SITE SCALE: �» r' 300' 3 -14 -13 DRAM: CALCtlik LCS JO8 No.: CNN: 2008 -30 308 6 TOtMSHP: 29 S 01EC11ED: RCM/ RANGE: 16 E FLORIDA DESIGN CONSULTANTS, WC. ENGINEERS, ENVIRONMENTALISTS SURVEYORS I! PLANNERS 3030 Slorkey Blud. New Port Richey, Florid° 34655 (727) 849 -7588 Certificate of Authorization: LB 6707 Stone of Florida NOT VALID WITHOUT THE SIGNATURE AND THE 0c INAL RAISED SEAL • A FLORIDA LI S' 0 SURVEYOR AND ER. ROBERT C. WRIGHT, JR. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ©Copyright 2013 Florida Design Consultonts, Inc. Drowings and concepts moy not be used or reproduced without written permission. Sheet 3 of 3 .h \ 308\ Doto \Dwge \LS \308_LS2_lomesteod.dwg - Mar 25, 2013 0 8:39om - jpatenoude ?HIS IS mar A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS, INC., AT THE CLIENTS REQUEST. BEARINGS ARE BASED UPON, SEE SKETCH AND LEGAL DESCRIPTION LEGAL DESCRIPTION: A parcel of land being o portion of the Southwest 1/4 of the Northwest 1/4 of Section 6, Township 29 South. Range 16 East. Pinellas County, Florida. being more particularly described as follows: Commence of the Southwest corner of the Soulhrtst 1/4 of the Northwest 1/4 of Section 6, Township 29 South. Range 16 Eost, Pinellas County, Florida: thence NO0•34'41"W, olong the West line of seed Southwest 1/4 of the Norlhwasl 1/4 of Section 6 (being the basis of bearings for This legal description). for 70.95 feet to the point of intersection with the Northerly Right -of -Wey line of Sunset Point Rood (Stot• Rood S -588) occording to Officio, Records Pooh $312. psis 1478, of the Public Records of Pineltos County, Florida, somo else being Ihs point of intersection with a non - tangent curve, concave Norfheeste►ly, some being the POINT OF RtGINNIN6: thanes ((utterly tiling said Northerly Right -of -Way lino of Sunset Point Rood (Slots Reed 8 -568) according to Official Resorts •oak 0312. page 1470. •long the ere of said curve. from • radial ►tiering of $00'22'44 "E, having o radius of 34,120.10 toot, a control angle of 00°24'50 ", on ere length of 246.30 feet. end o chord booring 389 °49'41'E for 246.50 foot to the point of information with • non - tangent line: thence leaving said Northerly Right-of-Wei line of Sunset Point Rood (!tots Rood 5 -588) according to Official Records Book 8312. pogo 1478, N50'10'18"E, for 35.77 foot; thence N55•37'03 "E, for 34.61 feel; thence N44 °39'02 "E, for 27.73 feet; thence N70.38'26'E, for 35.22 feet; thence S65 °03'37'E, for 17.00 feet; thence N58°38'47 "E. for 24.23 feet; thence N41'52'55 "E, for 45.45 Mel; thence 355'11'27 "E, for 2.64 toot; 'home N34•48'34 -E, for 14.46 Iett; thence N55'11'26 "W, for 27.00 feet; thence N34 °48'34 "E, for 90.00 test; thtnes NO3 °03.00 "W, for 36.68 feet; thence N25 °31'10'W, for 119.04 feet; thence 5534•51'0i'W. for 207.11 lest; thence N29 °18'08 "W, for 86.82 feet; thence N47 °36'09 "E, tor 130.01 foot; thence NI5 °28'18'E, for 217.95 feet: thence NO3°16'38'E, for 223.16 loot; thence N16'25'32'w, for 46.91 feet; thence NOO'00'00"E, for 109.72 feet to the point of intersection with North line if the Southwest 1/4 of the Northwest 1/4 0l Section 6, some being the South Right -of -Way line of Montclair Rood. according to Board of County Commission Minute Book S. pogo 60: thence S89 °55'41 "W, along said North line of the Southwest 1/4 of the Northwest 1/4 of Section 6, some bung said South Right -of -Way lint of Montclair Rood. according to Board of County Commission Minute Book 5, pogo 60, for 413.77 foot to the Northwest corner of said Southwest 1/4 of the Northwest 1/4 of Section 6. thence SOO°34'417E, along said West lino of the Southwest 1/4 of the Northwest 1/4 of Section 6, for 1276.57 feet to the POINT OF BEGINNING. Coni•ining 489.208 square loot or 11.230 acres. mart or less. CON - County Conwnlssbn Menlo Rook C*U - (atsm.nl FOOT - nand. Dapertrwant of Transportation LB - Corporate Cartifisotton Number Licensed Surveyor ONO - Officio' Records Book PA - Property Apprelsers Mop Data PCSO - Pinellas Couoty Survey Deportment PO(S) - Popo 1'000 . Point of llopinninq NO OMI - Rte1 S(C ■ Ien Roy PREPAREO FOR: SHEET DESCIItPT10N: semi: NONE JOG No.: 2008-30 WEB'S NURSERY LEGAL DESCRIPTION AND SKETCH - HOMESTEAD SITE sot 3-14-13 308 0RA•eh JTP I N1I1M1: 6 LCS TO•NSNIP: 29 S RCW 5ANO(: 16 E FLORIDA DESIGN CONSULTANTS, INC ENGINEERS, ENVIRONMENTALISTS SURVEYORS d PLANNERS 3030 Slorkey Blvd. New Port Richey, Florida 34655 (727) 849 -7588 Certificate of Authorization: LB 6707 Stote of Florida NOT VALID WITHOUT THE SIGNATURE ANO THE •'IGINAL RAISED SEAL OF • FLORIDA L �"SED SURVEYOR AND P R. ROBERT C. WRIGHT, JR. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA OCopyight 2013 Florida Design Consultants, Inc. Drowings and concepts may not be used or reproduced without written permission Sheet 1 of 2 J:\ 308\ 0ato \Owgs \LS \308J.52J.lomesteod.dwg - Mar 14. 2013 0 10: 40om - jpatenoude THIS IS NQI A SURVEY THERE MAY BE ADDITIONAL RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LEGAL DESCRIPTION SHOWN HEREON WAS CREATED BY FLORIDA DESIGN CONSULTANTS, INC., AT THE CLIENTS REOUEST. BEARINGS ARE BASED UPON: SEE SKETCH AND LEGAL DESCRIPTION N LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC 6- 29S -16E S R/W LINE OF MONTCLAIR ROAD, FORMERLY SUNSET POINT COACHMAN S89'55'4J'W ROAD PER CCMB 5, PG 60 NW CORNER OF THE SW‘15 1/4 OF THE NW 1/4 OF SEC 6- 29S -16E 10' ESMT PARCEL 121.2 PER ORB 8312, PO 1478 P0B L24 19.5' R/W PARCEL 121.1 PER ORB 8312, PC 1478 POC SW CORNER OF THE SW 1/4 OF THE NW 1/4 OF SEC 6- 29S -16E 413.77 L6 L4 L3 L2 L1 C• tlb 1. r SUBJECT AREA - 489,200 SQUARE FUT OR 11.230 ACRE, MORE OR LESS 100• R/W (FDOTj(PCSO) NORTHERLY R/W OF SUNSET POINT RO PER OR8 8312, PG 1478 P9 Q 110' R/W PER ORB 4609, PG 203 R/W PARCEL 151.1 PER ORB 6312, PG 1476 UNE TABLE UN BEARING LENGTH 11 N50'to'te"E 35.77' L2 N55'37'031 34.61' 13 144416'02[ 27.73' L4 1470'38'25'( 3322' Ls 9111183'37't 12.08' L6 N58'38'47-t 24.23' 17 N41'33'$3'[ 43.46' 15 55511'27" 1 2.6•' L9 N34'4034-t l4.46' L10 N5511'26'w 27.00' 111 N34'48'341 90.00' 112 NO3•03'00•w 35.68' L13 142511'10 -W 119.04' 114 143411101-91 207.11' 115 N2916'06•W 66.82' L16 N4716'09'E 130.01' 117 111576'18'E 217.95' L18 N0316'38'E 223.16' 119 141675'32'111 46.91' L20 N00'00'00"E 109.72' 124 N00'34'41 -W 70.95' 0 150 300 600 1. 21.5' R/W PARCEL 121.1 eNS!_e PER ate 6312. PG 1478 I " -300 SU POINT ROAD STATE ROAD S- 588(FDOT) COUNTY ROAD 576(PCSD) R/W WIDTH VARIES CURVE TABLE mom /mom LENGTH 014080 8[AR940 61 34120.10' 245.50' 24850' Sq'4.41'E DELTA 00'24'90' RAOML SEARING 100'22'441 •Rt ARtO POR: WEBB'S NURURY *WET ets018IP110N: LEGAL DESCRIPTION AND SKTCH - HOMESTEAD SITE SCALE: - 300' DAR: 3 -14 -13 ORA9N: JTP 1,,CS o 1601(0: RCW '< Joe No.: 2008 -30 EPN: 308 9ECTON: 6 TOWNSHIP: 29 S 16 E FLORIDA DESIGN CONSULTANTS, NC. ENGINEERS, ENVIRONMENTALISTS SURVEYORS 8 PLANNERS 3030 Starkey Blvd. New Pori Rickey, Florida 34655 (727) 849 -7588 Certificate of Authorizotion: LB 6707 State of Florida NOT VALID WITHOUT THE SIGNATURE AFLORIDA AND THE • ' IGINAL RAISED 9E �� SED SURVEYOR A 3'LII'ER. ROBERT C. WRIG T, J PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ®Copyright 2013 Florida Design Coosultonts. Inc Drawings and concepts moy not be used or reproduced without written permission. Sheet 2 of 2 PROOF OF OWNERSHIP OWNERS: WEBB'S NURSERY, INC. & DAVID B. AND SHARON WEBB Webb's Nursery, Inc.- Warranty Deed recorded at O.R. Book 3094, Page 315, dated June 5, 1969 David B. and Sharon Webb- Corrective Deed recorded at O.R. Book 17259, Page 995, dated May 25, 2011 %t II ?' ri 0tII)4 wort ice$% iH hlf � 11 ANN 11 • $.I4 IIf f. rAf)�-�nfefu •. • f $'• f ....h.f »�. 4 i:1• {�: ). ;.�:+l i 1 r*"r a .» 14 `/ 9 yI.I,J ., r •JJ.C/ • ee .1 R Z.A. W re co cc o .2 E re I -in 03 CS )-3 ea 2. `1 J zs r.7 g o° E 2 W ac .e C H UP F r N O •01; t 4 4;itt bent*, 14:1 to f .I/ra //f' /him Sth dal ref June .1. 1). 1.') 69, iir #utrrn J. BUFORD WEBB, also known as JAMES BUFORD WEBB, and RUTH D. WEBB, his wife, of the Cora,,/r1 of Pinellas nod .Male rrf Florida, purl ies of 1hefirst part, and WEBB 'S NURSERY, INC., a r•urp.)rntiol, ea•ixting nude, the totem of the ./tale elf Florida, yr tax haring its principal plaice of hominess in the f'.,rrnt1l of Pinellas State of Florida pearly of the ,t'efld part. {Ma ng address: 2251 Sunset Point Road, Clearwater, Florida 43 tsar/; /hail the amid purl ies el the first part, for awl i11 eonxt aRlan of If f• mom ,f n Dollars and other valuable consideration fidnitass /o the in hand paid. the ree(•ipl whereof ix hereby oeknowled¢rd. ha ve a(n.ted. bargained. sold. aliene,I. remised. released. eufeal)`r•d. tvt,ire/ /4iI and eon- tinned and by theme pres,wlx ,/o drain/. tar_ rain. st//. alien. remise, release, en %er,i)'. aware!) and coo/Trot onto the maid tarty III /hr• scrawl part anal its xnreex- s(u'x and axxtgnx %,,ewer, all that certain parcel of land lying and being in the (+aunty Pinellas um' Mlle of Plurida, more particularly dexeribr'(6 as follows: LOTS 1 gr•d 16, PINELLAS t;WVES SUBDIVISION, according to map or plat theieef as recorded 1.n Plat Book 1, Page 55, of the Public Records of Pinellas County, Florida, located in the Southeast Quarter of Section 1, Township 29 South, Range 15 East; and The Northwest Quarter of the Southwest Quarter and the Southwest Quarter of the Northwest Quarter of Section 6, Township 29 South, Range 16 East, LESS AND EXCEPT existing road rights - of-way and LESS AND EXCEPT the following described parcel of the Southwest Quarter of said Northwest Quarter, to -wit: From the Northwest corner of the Southwest Quarter of the Northwest Quarter of Section 6, Township 29 South, Range 16 East, run East along the 40 -acre line 300 feet; thence South 0 °37'22" East 800 feet; thence South 89 °54'39" West 300 feet to the West section line of said Section; thence North along the Nest section line of said Section 800 feet, more or less, to the point of beginning; SUBJECT to existing encumbrances of record. K with all the tenements, lrerr(lrlamentx and apparlenances, with every prirzde&se. ,v:hl, title. interest and estate, Blower and right of dower, rerersion, remainder and easement thereto belonging or in any•ixe appertaining: fn Iaut anti m Inns the same in fee simple forever. •4n the sate parties of the first part do covenant /till" the said party of the second part that they are fatefully seized of the maid premises, that they are free of all tnetembranr. and that they have good Hot and lawp,7 iarelhority to sell the sane; and that said parties of the ftrat part dath hereby fully uwrrani the title to said land, and will defend the same against the lauittl claims. of all persons whontsoerer. 3n liftintss I rTraf. the said part Yes of the first part have heret(ulo set their hands -and sea the day and year above written. and 1 ii Our Presence: Otatt of /lnrila 1 UR 30:i3 116 llooutg of PINELLAS 3lorrhg Qkrtifg Thal u// Ibis 5th dull"' June, ./. /;. 11169. h.•ir,r,• me /,rra',ululh/ 411.1,rur.•./ J. BUFORD WEBB, also known as JAMES BUFORD WEBB, and RUTH D. WEBB, his wife, iN Mr k/Il'u,, 10 ill' Ill r l.rr'.Y111/s Ilr'Fr'l'1 /, e./ 111 (Mil /l'h r, r'.1I'1'll 11'., 111. /Ilrr.4 ,irr•i rllr/lunr'r' 1n WEB3'S NURSERY, INC., unrl - .'rr•r'IVrllll u.'6•nr,ro./,-r/_ .,/ (..heir/im l lrrren/' to be their /rye rrrt rind deed /ilr /he uses Unrl lull'l,rsr.r 11041t1 u a , ,, III ■, s rr : ■s /11l /.irrurr/urr r/ln/ n /)irful >v•tl 11/ Clearwater in the 1' „rr11111 HI Pinellas nrlr/ shut. r,j /7nridu. lhr .luq ull,/ yew. last .1 /i,r.'.Kui/l. 1 r1rh Co/lihI•i..?iun Rxplet',r ._ ty/ Pub/in I #: 2011138801 BK: 17259 PG: 995, 05/25/2011 at 12:44 PM, RECORDING 5 PAGES $44.00 D DOC STAMP COLLECTION $0.70 KEN BURKE, CLERK OF COURT PINELLAS COUNTY, FL BY DEPUTY CLERK: CLKDU13 This Instrument Prepared by and Return To: GASSMAN, BATES & ASSOCIATES, P.A. ALAN S. GASSMAN, ESQUIRE 1245 Court Street, Suite 102 Clearwater, FL 33756 Property Appraiser's Parcel I.D. Number(s): CORRECTIVE DEED I 1 1 . 1 1 , 1 , , THIS CORRECTIVE WARRANTY DEED, made the 1/ - day of A.D. 2011 by JOHN D. WEBB, DAVID B. WEBB, and JAMES L. WEBB, as ccessor Co- Trustees of the RUTH D. WEBB LIVING TRUST dated February'14, 2000, with full power and authority either to protect, to serve, to lease, and to se11, t5 efiivey, to eifcuinber, and to otherwise manage and dispose of the real property herein descrfjied, h prrn ere &fed the Grantor, to DAVID B. WEBB and SHARON WEBB, his wife, hereinaf irealledtherGrantee. The Grantee's post office address is 2251 Montclair Road, Clearwater, FJ 33,76 ; • (Wherever used herds tile terois "tractor" aad"graatkc" iaelude til the pirtiea to dds itstroa cotsad the kin, legal represettladves and *saps orhodtvid.ai , sad the sem:dors sad iu jigas otcorpondoas) WITNESSETH, That the Gr, ntor,fexandIndonsiderationofthe sum often dollars (S10.00) and other good and valuable constdkrat; receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises; teiea's and conveys and confirms unto the Grantee all that certain land situate in Pinellas Cgainty, 5tittesoOlorida, and more fully described as follows: SEE EXHIBIT "A" The Grantor hcrebr` epresents and warrants that the above- referenced property IS NOT the `dtorneitcad propch of the Grantor. - jhls dtk d was prepared without the benefit of a title search of the subject property and the prcparcr of Z - - this conveyaocc does not guarantee merchantability or marketability of title. Togther;,with all the tenements, hereditaments and appurtenances thereto belonging or in 'at►ywise appertaining. TO HAVE AND TO HOLD, the same in fee simple forever. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land, and hereby warrants the title to said Iand and will defend the same against the lawful claims of all persons whomsoever; and that said land is free of all encumbrances, except taxes accruing subsequent to December 31, 2002. PINELLAS COUNTY FL OFF. REC. BK 17259 PG 996 IN WITNESS WHEREOF, the said Grantor has signed and sealed these presents the day , and year first above written. Signed, sealed and delivered in the presence of: Witness Signature 3 bait C. -1)01110 Print 'Witness Signature .1 4-- rte.& Witness Signature • • • HN . WEBB, as luccessor Cp- Trustee of the RUTH D. WEBB isi,VING TRUST dated February 14, 2000 ' ; _ • 2101 VicioiN.Drive Cleajvuater, FL 337¢3,' • ,' -. ` I 1 , eftwh I4#Ie Printed Witness Signature STATE OF FLORIDA COUNTY OF PINELLAS{•' ) I HEREBY`CERJ`i.FXthat on this day, before me, an officer duly authorized to administer oaths and take acicnowledgniFn% personally appeared JOHN D. WEBB, known to me to be the person described idignd who oxecuted the foregoing instrument, who acknowledged before me that he executed this Deee&artfiai I relied upon the following forms of identification of the above -named person< - - NOTARYPUBUCSfATE OF FLORIDA V Cynthia J. Gay D776457 Commission #D Expires: MAY 13, 2012 BONDED THRU ATLWTTC BONDING CO, INC. NOTARYPUBLICITATE OF FLORIDA � Cynthia J. Gay V)Commission •DD7764 e7 �+. ,,.�, Expires: MAY 13, 2'' DONDRD THRTJ ATLANTIC BONDING CO _. PINELLAS COUNTY FL OFF. REC. BK 17259 PG 997 Witness Signs PSIIted WittJess Sl ture4 1. ?ji✓ (4o.. Witness Signature 1�I 6 41e_, Printed Witness Signature STATE OF FLORIDA COUNTY OF PINELLAS „ DAVID B. WEBB, as Successor Co- Trustee of the RUTH D. WEBB LIVING TRUST - - - -:, ', • dated February 14, 2000 - ' , • 2251 Montclair Road , Clearwater, FL 33763 - - , , ss ' - " , 5 5 4 , I HEREBY CERTIFY that on this day,: before me; ariv5fficer duly authorized to administer oaths and take acknowledgments, personally: appearec AVID B. WEBB, known to me to be the person described in and who executed t$eloregoing inlizluuent, who acknowledged before me that he executed this Deed, or that I relied ipaird folic forms of identification of the above -named person: , WITNESS, my offec }a1 hand mid seal this • (SEAL) t " • • • • \ , °T;BLICSTATE OF FLORIDA Cynthia J. Gay commission SDD776457 :r:pires: MAY 13, 2012 �........i) 71,RU ATLANTIC BONDING CO, INC NOTARY PUBLIC-STATE OF FLORIDA (6-‘, Cynthia NJ D Gy 4 57 Expms: sion Mf AY 13, 2012 BONW THRO ATn1NIIC BONDING Co.,INC. PINELLAS COUNTY FL OFF. REC. BK 17259 PG 998 Witness Sienaturl �'�r . `T� : B, : +r Co- Trustee `the RUTH D. WEBB LIVING TRUST' - _ _ ; dated February 14, 2000 - , l :7„M ,', ec. c- (rgl, Printed Witness Signature • Witness Signature I? kb Printed Witness Signature 867 Weathersfield Drive Dunedin„ FL 34698 STATE OF FLORIDA ) r' ` COUNTY OF PINELLAS ) I HEREBY CERTIFY that on this day,.'iefare me,' an officer duly authorized to administer oaths and take acknowledgments, personalliippeared;t S L. WEBB„known to me to be the person described in and who executed ti}e!ording instilment, who acknowledged before me that he executed this Deed, or that I relied upoirthe fbllowirig tons of identification of the above -named person: ' ; WITNESS, my offieia1 hand and seal this 0 day of 2011. I1 , I • (SEAL) • SS '30trebb, RsidOlarida deedlwazranty Deed3e.wpd :ghtnK 5l/f t t, NOT"A`RRYY PUBUC.STATE OF FLORIDA Cynthia J. Vi Commission DA77 Gay ++ V Expires: MAY 13, 2012 BONDED WHRUATLANDCBONDD96MOM PINELLAS COUNTY FL OFF. REC. BK 17259 PG 999 EXHIBIT "A" , The North Eight hundred (800) feet of the West Three hundred (300) • ,„ e 1 • Se feet of the Southwest Quarter (S W') of the Northwest Quarter , - - (NW%.) of Section 6 Township 29 South, Range 16 East, LESS ANY,` • ` • �: 1 1 • 1 1 AND ALL ROAD. 1 , ,s „ J:1W\Webb, RothkExhibit A.2_2.wpd :cjh•cjh 5/2/11 • c, 1 ` 1 • ,1 ,', • ) 1 , e , , 11 1 1 • 1 , 1 1 1 ` 1 1 , s • 11 1 , • • 1 1 EXHIBIT B OWNERS: WEBB'S NURSERY, INC. & DAVID B. AND SHARON WEBB ANALYSIS OF PLAN AMENDMENT STANDARDS FOR REVIEW Introduction There are two parcels owned by two different and related entities that comprise this application for an amendment to the Future Land Use Map of the City of Clearwater. The eastern parcel is owned by Webb's Nursery, Inc., is approximately 12.52 acre in size and is located at the northwest quadrant of the intersection of Belcher Road and Sunset Point. The eastern parcel is also bordered by Montclair Road on the north. David and Sharon Webb, the second Applicant and an owner of Webb's Nursery, Inc., own an approximate 11.23 acre parcel immediately west of the Webb's Nursery parcel with its principal frontage on Montclair Road. The two applicants have jointly submitted this Comprehensive Plan Map amendment along with applications for Annexation and Rezoning of the overall parcel which totals approximately 23.75 acres. The Comprehensive Plan Amendment requests a change in the Future Land Use Map from the current Residential Urban (RU) category to the Residential Medium (RM) and Preservation (P) categories. The Preservation plan category is requested for the jurisdictional wetlands on the property as shown on the enclosed Boundary Survey. A related rezoning application has also been submitted requesting a rezoning from the Pinellas County RPD -7.5 district to the City of Clearwater MHDR, Medium High Density Residential and P, Preservation zoning districts. The property was acquired in 1921 by the Webb family and is part of the family ownership that originally totaled approximately 150 acres. From the original purchase in 1921 through 1950, the site was operated as an orange grove. In approximately 1950, the eastern portion of the site was converted to a plant nursery which is still in operation. The western parcel owned by David and Sharon Webb is currently in use as a single family home. Due to the changing economic conditions in operating a nursery and the changed land use pattern in the area, the owners have determined it appropriate to request annexation, land use plan amendment and rezoning applications. Analysis of Standards for Review The City of Clearwater's Community Development Code establishes the Standards for review of a Comprehensive Plan Amendment in Section 4 -603.F as follows: "No amendment to the Comprehensive Plan of Future Land Use Map shall be approved unless it complies with the following standards." The Webb's Nursery Plan Amendment application complies with the six standards for review, is consistent with the Future Land Use Map in the vicinity and with the City's Comprehensive Plan as shown in the analysis below. 1 April 1, 2013 1. The amendment will further implementation of the Comprehensive Plan consistent with the goals, policies and objectives contained in the Plan. Response: The plan amendment site is located within the unincorporated area of Pinellas County but has long been identified as being within the City of Clearwater's Planning Area and Utility Service Area. Therefore, annexation of this site is consistent with the City's longstanding policy of encouraging sites within its Planning Area to be annexed through the voluntary annexation process. Simultaneously with the submittal of the annexation application, the Applicant also desires to amend the Plan Category and assign a City of Clearwater zoning district to the site. The request to amend the site's Plan Category from Residential Urban (RU) to Residential Medium (RM) is consistent with the City's Comprehensive Plan for the reasons cited below. 1. The City's Comprehensive Plan designates Belcher Road as a Scenic Non - Commercial Corridor and supports the preservation of the residential character of this section of the corridor. According to the Countywide Plan Rules, this segment of Belcher Road is considered a Mixed Use subclassification. The proposed RM plan category is consistent with the Mixed Use subclassification according to Table 2, Section 4.2.7 of the Countywide Plan Rules. 2. The City's Comprehensive Plan supports land use conversions on economically underutilized parcels and corridors which is applicable to this underdeveloped property. 3. The residential development in the area includes the RLM category immediately west of the site, the RM plan category to the north and northeast and the ROR category immediately adjacent across Belcher Road to the east. The proposed RM plan category is consistent with the character of the area of the site and with the land use pattern on the City's Future Land Use Map. 4. The City's Evaluation and Appraisal Report, August 2006, has identified the need for new residential development to support the City's population growth and this site represents a unique opportunity for a significantly sized residential development. 5. The site is located at the intersection of three major streets: Belcher and Sunset Point Roads are designated as minor arterials and Montclair Road is designated as a Collector. According to the Transportation Analysis prepared by Raysor Transportation Consulting, LLC, the adjacent roads will operate at acceptable levels of service with the proposed project. Belcher Road and Sunset Point Road will operate at LOS B/C and Montclair Road will operate at LOS C, where LOS D is an acceptable LOS for all streets. 6. All public services are available to the site and the development of the property will not have an adverse impact on the Level of Services (For more detail, please see the Response to Standard # 4). 2 April 1, 2013 7. The jurisdictional wetlands on the site have been formally approved by SWFWMD and these wetlands are requested to be designated with the Preservation Plan Category and the Preservation zoning district. The Comprehensive Plan has been reviewed for applicable goals, objectives and policies that support the application and the following have been identified. FUTURE LAND USE ELEMENT A.1 GOAL- THE CITY OF CLEARWATER SHALL CONTINUE TO PROTECT NATURAL RESOURCES AND SYSTEMS THROUGHOUT THE CITY AND ENSURE THAT THESE RESOURCES ARE SUCCESSFULLY INTEGRATED INTO THE URBAN ENVIRONMENT THROUGH LAND DEVELOPMENT REGULATIONS, MANAGEMENT PROGREMS, AND COORDINATE WITH FUTURE LAND USE INTENSITIES AND CATEGORIES. A.1.1 Objective- On an ongoing basis, natural resources and systems shall be protected through the application of local, state and regional regulations, mitigation and management plans, and permitting procedures as well as through locally instituted land purchase programs focusing on environmentally sensitive properties and significant open space areas. A.1.1.3 Policy- Environmentally sensitive wetlands subject to Department of Environmental Protection (DEP) and the jurisdictional wetlands of the Southwest Florida Water Management District (SWFWMD) shall be designated by "Preservation" (P) zoning and prevented from being built upon except as permitted by the Preservation Zoning District. A.2 GOAL- A SUFFICIENT VARIETY AND AMOUNT OF FUTURE LAND USE CATEGORIES SHALL BE PROVIDED TO ACCOMMODATE PUBLIC DEMAND AND PROMOTE INFILL DEVELOPMENT. A.2.2 Objective- Future Land Use in the City of Clearwater shall be guided by the Comprehensive Land Use Plan Map and implemented through the City's Community Development Code. Map categories are further defined in Policy A.2.2.1 below. A.2.2.2 Policy- Residential land uses shall be appropriately located on local and minor collector streets; if appropriately buffered, they may be located on major collector and arterial streets. Residential land uses shall be sited on well - drained soils, in proximity to parks, schools, mass transit and other neighborhood - serving land uses. A.4 GOAL- THE CITY SHALL NOT PERMIT DEVEOPMENT TO OCCUR UNLESS AN ADEQUATE LEVEL OF SERVICE IS AVAILABLE TO ACCOMMODATE THE IMPACTS OF DEVELOPMENT. AREAS IN WHICH 3 April 1, 2013 THE IMPACT OF EXISTING DEVELOPMENT EXCEEDS THE DESIRED LEVELS OF SERVICE WILL BE UPGRADED CONSISTENT WITH THE TARGET DATES FOR INFRASTRUTURE IMPROVEMENTS IN THE APPLICABLE FUNCTIONAL PLAN ELEMENT. A.4.1 Objective- The City shall examine and upgrade the Concurrency Management and Information system as appropriate for granting development permits. This system shall continue to consider the current, interim, and ultimately desired Levels of Service for roads, transit, water, sewer, garbage collection, public school facilities and drainage systems and shall provide data on sub - sectors of the City in which service deficiencies exist or in which services are adequate to serve existing and planned new development. This level of service status will be considered and made part of the staff recommendation at the time of zoning, site plan, or plat approval. The level of service monitoring system shall be adjusted, at a minimum, annually to determine adequacy of service capacity. Should a requested development permit result in approvals which would burden service systems above adopted levels, permission to proceed with the development will not be granted until the City has assured that adequate services will be available concurrent with the impacts of development. A.4.1.1 Policy- No new development or redevelopment will be permitted which causes the level of City services (roads, recreation and open space, water, sewage treatment, garbage collection, public school facilities, and drainage) to fall below minimum acceptable levels. However, development orders may be phased or otherwise modified consistent with provisions of the concurrency management system to allow services to be upgraded concurrently with the impacts of development. A.5 GOAL- THE CITY OF CLEARWATER SHALL IDENTIFY AND UTILIZE A CITYWIDE DESIGN STRUCTURE COMPRISED OF A HIERARCHY OF PLACES AND LINKAGES. THE CITYWIDE DESIGN STRUCTURE WILL SERVE AS A GUIDE TO DEVELOPMENT AND LAND USE DECISIONS WHILE PROTECTING THOSE ELEMENTS THAT MAKE THE CITY UNIQUELY CLEARWATER. A.5.1 Objective- Establish the Hierarchy of Places as shown on Map A -14. A.5.2 Objective- Define linkages as shown on Map A -14. A.5.2.3 Policy- Identify Designated Scenic Non - Commercial Corridors: specially designated roadway for which policies exist to preserve traffic capacity and to protect the aesthetic qualities of the roadway corridor as well as limiting commercial development. 4 April 1, 2013 A.5.3 Objective- Use the city -wide design structure as a guide to preserve the existing character of certain corridors within the City of Clearwater. A.5.3.1 Policy- Preserve the residential character of the designated scenic non- commercial corridor of Belcher Road from Sunset Point Road to the northem City limits. A.6 GOAL- THE CITY OF CLEARWATER SHALL UTILIZE INNOVATIVE AND FLEXIBLE PLANNING AND ENGINEERNG PRACTICES, AND URBAN DESIGN STANDARDS IN ORDER TO PROTECT HISTORIC RESOURCES, ENSURE NEIGHBORHOOD PRESERVATION, REDEVELOP BLIGHTED AREAS, AND ENCOURAGE INFILL DEVELOPMENT. A.6.2 Objective- The City of Clearwater shall continue to support innovative planned development and mixed land use development techniques in order to promote infill development that is consistent and compatible with the surrounding environment. A.6.2.2 Policy- Encourage land use conversions on economically underutilized parcels and corridors, and promote redevelopment activities in these areas. A.7 GOAL- THE CITY OF CLEARWATER SHALL ENSURE THE EFFICIENT DELIVERY OF URBAN SERVICES AND UNIFIED LAND USE AND PROPERTY MAINTENANCE STANDARDS, AS WELL AS FOSTER COMMUNITY IDENTITY AND REDUCE SOURCES OF ENVIRONMENTAL CONTAMINATION THROUH THE ANNEXATION OF UNINCORPORATED PROPERTIES WITHIN THE CLEARWATER PLANNING AREA. A.7.1 Objective- Develop a strategic annexation program focused on eliminating enclaves and other unincorporated areas within the Clearwater Planning Area. A.7.1.2 Policy -When evaluating and prioritizing areas to annex, consideration should be given to the following: Whether sanitary sewer service is currently available; Whether the property could be efficiently served with solid waste service even though sanitary sewer service is not readily available; Whether the property is located in an enclave; Whether the annexation would alleviate conflicts for public safety services; Whether property was given high priority in the City's Sewer Expansion Feasibility Study completed in 2002; Whether property already receives sanitary sewer service; Impact of annexation on City's tax base and enterprise funds; Size of unincorporated area; and Extent of neighborhood currently located within the City boundaries. 5 April 1, 2013 TRANSPORTATION ELEMENT B.1 GOAL- THE TRAFFIC CIRCULATION SYSTEM SHALL PROVIDE FOR THE SAFE, CONVENIENT AND EFFICIENT DELIVERY OF PEOPLE AND GOODS BY A MULTIMODAL TRANSPORTATION SYSTEM. B.13 Objective- The City will continue to monitor traffic counts, accidents and road improvements, to provide timely status evaluation of level of service conditions for issuance of development approvals. B.I.3.1 Policy- Requests for amendment to the Future Land Use Map will have an analysis of traffic impacts. B.1.4 Objective- The City shall specifically consider the existing and planned LOS of the road network affected by a proposed development, when considering an amendment to the land use map, rezoning, subdivision plat or site plan approval. B.1.4.1 Policy - The City shall continue to review trips generated by development projects through the Traffic Concurrency Management Program. B.1.5 Objective- All County roadways in Clearwater, except those identified as backlogged or constrained by the Pinellas County MPO, shall operate at level C average daily/ D peak hour. B.1.5.1 Policy- Acceptable peak -hour Levels of Service for arterial and collector streets as listed in the MPO's current "Level of Service Inventory Report" are the desired minimum levels. B.1.5.6 Policy- Recognize the LOS standard of C average daily/ D peak hour and volume/ capacity ratio of 0.9 on roads under county jurisdiction, in accordance with the MPO's countywide concurrency management standards. HOUSING ELEMENT C.1 GOAL - AN AFFORDABLE VARIETY OF STANDARD HOUSING UNITS IN DECENT AND SAFE NEIGHBORHOODS TO MEET THE NEEDS OF CURRENT AND FUTURE RESIDENTS REGARDLESS OF RACE, NATIONALITY, AGE, MARITAL STATUS, HANDICAP, OR RELIGION. C.1.1 Objective for Adequate Housing- Assure an adequate supply of housing in Clearwater by providing for additional new dwelling units in a variety of types, costs, and locations to meet the needs of the residents of the City of Clearwater. 6 April 1, 2013 C.1.1.1 Policy- Maintain sufficient residentially zoned acreage, of varying densities and locations, to accommodate the existing and future housing needs of the City of Clearwater. UTILITIES ELEMENT D.1 GOAL- TO PROVIDE HIGH QUALITY, RELIABLE, AND EFFICIENT SANITARY SEWER SERVICE IN AN ENVIRONMENTALLY SOUND MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY. D.1.1 Objective- To maintain adequate Levels of Service for existing and future populations through the year 2020. D.1.1.1 Policy - In determining the availability of facility capacity and the demand created by new development, the minimum level of service standard is an average of 127 gallons per person per day (GPCD). D.1.2 Objective- The City shall continue to produce advance wastewater treatment (AWT) improvements at all water pollution control facilities in accordance with Florida Department of Environmental Protection (DEP) and U.S. Environmental Protection Agency (EPA) requirements. D.1.2.1 Policy- Sewer services shall not be extended to properties outside the corporate limits of the City unless an agreement to annex or a petition to annex is filed and approved by the Clearwater City Council. Sufficient capacity must exist to serve the areas committed to City service, as well as those proposed for service. D.2 GOAL- TO PROVIDE THE MOST RELIABLE, COST EFFECTIVE AND ENERGY EFFICIENT METHOD OF COLLECTING, RECYCLING, AND DISPOSING SOLID WASTES THROUGHOUT THE CITY OF CLEARWATER IN AN ENVIRONMENTALLY SOUND MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY. D.2.1 Objective- Continue to maintain adequate levels of service for existing and future populations through the year 2020. D.2.1.1. The following levels of service standards have been established for the City of Clearwater and shall be used in determining the availability of facility capacity and the demand created by new development Service Solid Waste Facility Level of Service Standards Average Solid Waste Generator Rate 7.12 pounds per capita per day 7 April 1, 2013 D.3 GOAL- PROVIDE THE MOST COST EFFECTIVE AND EFFICIENT PROVISION OF STORMWATER MANAGEMENT INCLUDING THE IMPROVEMENT AND ENHANCEMENT OF STORMWATER QUALITY DISCHARGING INTO LOCAL RECEIVING WATERS, AND PROVIDE MAXIMUM PRACTICAL PROTECTION TO PERSONS, PROPERTY, AND THE NATURAL ENVIRONMENT. D.3.1 Objective- To maintain adequate levels of service for existing and future populations through the year 2020. D.3.1.1 Policy - The following level of service standards have been established for the City of Clearwater and shall be used in determining the availability of facility capacity and the demand created by new development and shall be applied to all new development, redevelopment, and for all City facilities through 2020. Service Level of Service Standard Stormwater Management Design Storm Facilities 10 -year storm frequency for all new street development using the rational design method. 25 -year storm frequency with positive outfall for major storm systems with basin time of intensities controlling the duration.* 50 -year storm frequency when no outfall and discharge is to street right -of -way.* 100 -year storm frequency when no outfall and discharge is across private property. * *Design standards for stormwater quality treatment/ storage quantity shall conform to the current SWFWMD requirement (Presently being the SCS Unit Hydrograph design method, using the design storm frequency and a twenty -four (24) hour duration for sites ten (10) acres or more, and the rational design method for sites under ten (10) acres ). D.3.3 Objective- Lower high water profiles during storm events, as necessary, to reduce house flooding occurrences and to lessen the resulting adverse effects on public health, the natural environment, public and private property. D.3.3.4 Policy- Development and redevelopment activities shall comply with all stormwater management design standards and criteria. D.5 GOAL- PROVIDE, DEVELOP AND MAINTAIN AN PERMANENT POTABLE WATER SUPPLY SYSTEM TO MEET ANTICIPATED DEMAND WHILE PROVIDING MAXIMUM PRACTICAL PROTECTION TO THE ENVIRONMENT AT A COST CONSISTENT WITH THE PUBLIC'S ABILITY AND WILLINGNESS TO PAY. 8 April 1, 2013 D.5.1- Objective- To maintain adequate Levels of Service for existing and future populations through the year 2018. D.5.1.1. Policy - The following level of service standards have been established for the City of Clearwater and shall be used in determining the availability of facility capacity and demand created by new development. Service Area Potable Water Facilities City and County Water City Service Area of 40 -45 Level of Service Standards Average Water Consumption Rate 120 gallons per capita per day at a pressure psi.* *Continue to maintain water consumption of one hundred twenty (120) GPCPD or less as per the conditions set forth by Clearwater's Water Use Permit. D.5.2 Objective- Provide adequate quantity and quality of water service to all customers of the Clearwater service area. Current service level (July, 2007) is 40,390 customer accounts (potable, reclaimed and fire). D.5.2.3 Policy - When new subdivisions are being developed, it shall be the responsibility of the developer to provide internal potable water and reclaimed water systems which are constructed to City specifications. CONSERVATION ELEMENT F.1 GOAL- TO PROTECT AND CONSERVE ALL ASPECTS OF THE NATURAL ENVIRONMENT AND TO ENHANCE NATURAL FEATURES WHICH CONTRIBUTE TO THE EXISTENCE OF THE NATURAL QUALITIES AND CHARACTERISTICS OF CLEARWATER'S SENSITIVE ENVIRONMENT. F.1.5 Objective- The City shall continue to maintain the wetland inventory of 760 acres as identified in the City's 2005 Wetlands Survey. F.1.5.1 Policy- Wetlands shall not be dredged and filled or disturbed in any manner other than by natural phenomenon and their natural functions shall be protected, except through the implementation of State or City mitigation standards. F.1.5.3 Policy - The City shall protect and prevent disturbance of any natural wetland areas whether publicly or privately owned, by utilizing assessments and authority provide by the Florida Department of Environmental (FDEP), the Southwest Florida Water Management District (SWFWMD), Pinellas County and the Army Corps of Engineers. 9 April 1, 2013 INTERGOVERNMENTAL COORDINATION ELEMENT H.3 GOAL- THE CITY SEEKS TO COORDINATE THE DELIVERY OF URBAN SERVICES AND ANNEX ALL OF THE PROPERTY IN ITS WATER SERVICE AREA, TO PROVIDE FOR COORDINATION OF LAND USE AND UTILITY SERVICE DEMANDS, AND TO ENCOURAGE AN ORDERLY PATTERN OF URBAN GROWTH AND SERVICES, AND SHALL WORK WITH OTHER LOCAL JURISDICTIONS TO AMEND STATE LAWS WHICH UNDULY RESTRICT ANNEXATION. H.3.1 Objective- the City shall continue to work with the PPC, the State and the County in the orderly annexation of the City's existing enclaves. H.3.1.4 The City shall be strategic and proactive in pursuing the annexation of enclaves as well as other unincorporated areas within the Clearwater Planning Area. 2. The amendment is not inconsistent with other provisions of the Comprehensive Plan. Response: Please see the detailed analysis in the Response to Standard #1 above. 3. The available uses, if applicable, to which the property may be put are appropriate to the property in question and compatible with existing and planned uses n the area. Response: The site is located at the intersection of three major streets: Belcher Road, Sunset Point Road and Montclair Road in a highly urbanized section of Clearwater. The Belcher Road/Sunset Point Road intersection is retail commercial in nature with the properties designated with the ROR, CG and ROG plan categories. This intersection is fully developed with commercial and office uses consistent with their plan and zoning designations. The general area surrounding the intersection is characterized by residential development with varying residential densities ranging from Residential Medium (RM- 15 u/ac), Residential Low Medium (RLM- 10 u/ac) and Residential Urban (RU- 7.5 u/ac). The Top of the World retirement community is located to the north, east and west of the plan amendment site with plan categories of RM to the northeast and west and RU to the north. Immediately north of the subject site is a townhouse and multifamily residential development designated as RU on the Future Land Use Map. Several multifamily developments located to the southwest of the site on Sunset Point Road are designated with the RM plan category. Based on the above analysis, the proposed RM plan category and future residential development is consistent with the existing development pattern and the Future Land Use Map in the vicinity of the site. 10 April 1, 2013 4. Sufficient public facilities are available to serve the property. Response: Water and Wastewater The site is located within the boundaries of both the City's Planning Area and Water Service Area, therefore, future development on this site has been included in the capacity evaluations for potable water and wastewater services. The City's 2006 Evaluation and Appraisal Report (EAR) states that there is more than sufficient potable water supply to meet the demands and to continue to meet the adopted Level of Service of 117 gallons per day per person (EAR, Page 2.4 -4). The EAR also states that there is excess capacity within the City's wastewater treatment plants, with the total plant capacity operating at 46% of its capacity (EAR, Page 2.4 -4). Therefore, capacity is available and the site can be served by the City water and wastewater utilities. Transportation A detailed Transportation Analysis has been prepared by Raysor Transportation Consulting, LLC to evaluate the project's impact on the affected roadway system. In summary, the Analysis found that: "Acceptable operating conditions are anticipated for roadway segments and intersections surrounding the project site in consideration of future traffic conditions for both the existing and proposed project entitlements." (Source: Webb's Nursery Site Transportation Analysis, page 23) Please see the Transportation Analysis included with the Comprehensive Plan Amendment Application package for more detailed analysis and information. Recreation and Open Space The City currently exceeds its adopted LOS of 4 acres per 1,000 population with the current provision of 4.9 acres per 1,000 population (EAR, Page 2.4 -3). Additionally, the City had adopted a Recreation and Open Space Impact Fee to purchase park land to assist in the maintaining this LOS. This site will be subject to that fee upon redevelopment. Therefore, the annexation of the site will not have a detrimental effect on the City's Recreation and Open Space service. Solid Waste The City's EAR states that they can serve new development and that the Pinellas County Waste to Energy Plant and Landfill has capacity through the time period of 2085 -2090 (EAR, Page 2.4 -5). Therefore, the City's solid waste utility has the capacity to serve the site. 11 April 1, 2013 Stormwater Drainage The Level of Service for Stormwater drainage is based on design criteria that are evaluated during the development review process. The site will be subject to and will comply with the stormwater design criteria upon redevelopment. In summary, all of the City services are available to serve the site and the redevelopment of the site will not result in any negative impact on the public services. 5. The amendment will not adversely affect the natural environment. Response: As stated in the Introduction, SWFWMD has approved a jurisdictional wetlands line as shown on the boundary survey submitted with the application. Future development of the property will respect the approved jurisdictional wetlands line and comply with the SWFWMD and City regulations relating to wetlands. Additionally, this Plan Amendment application requests the designation of P, Preservation plan category for the jurisdictional wetlands which provides another level of protection. 6. The amendment will not adversely impact the use of property in the immediate area. Response: The proposed designation of the site as Residential Medium is compatible with the fully developed commercial comer at the intersection of Belcher and Sunset Point Roads. The residential development that will occur on the site will utilize the retail shopping and services that are located in close proximity to the site. The proposed Residential Medium Plan Category is also compatible with existing multifamily developments to the north, northeast, south and west. Due to the similarity of the proposed residential use on the site with the residential development in existence in the neighborhood, there are no expected adverse impacts to property in the immediate area. 12 April 1, 2013 WEBB'S NURSERY SITE RESIDENTIAL DEVELOPMENT TRANSPORTATION ANALYSIS Prepared For: Webb's Nursery, Inc. 2251 Montclair Road Clearwater, Florida 33763 Prepared By: RAYSOR Transportation Consulting, LLC. 19046 Bruce B. Downs Boulevard, Suite 308 Tampa, Florida 33647 (813) 625 -1699 1 (813) 413 -7432 fx ENB No. 27789 March 22, 2013 0 PROFESSIONAL ENGINEERING CERTIFICATE I hereby certify that I am a registered professional engineer in the State of Florida, practicing with Raysor Transportation Consulting, LLC., a corporation authorized to operate as an engineering business (ENB No. 27789), by the State of Florida Department of Professional Regulation, Board of Professional Engineers, and I have prepared or approved the evaluation, findings, opinions, conclusions, or technical advice hereby reported for: PROJECT: Webb's Nursery Site Residential Development LOCATION: Clearwater, Florida REPORT DATE: March 22, 2013 PREPARED FOR: Webb's Nursery, Inc. 1 acknowledge that the procedures and references used to develop the results contained in this report are standard to the professional practice of transportation engineering as applied through professional judgment and experience. NAME: Michael [ . Ra , or, P.E., TOE P.E. NO.: 60919 DATE: ?0!V SIGNATURE: RAYSOR Transportation Consulting CONTENTS SECTION 1.0 SECTION 2.0 SECTION 3.0 SECTION 4.0 SECTION 5.0 SECTION 6.0 SECTION 7.0 SECTION 8.0 SECTION 9.0 WEBB'S NURSERY SITE RESIDENTIAL DEVELOPMENT TRANSPORTATION ANALYSIS Introduction 1 Project Site Trip Generation 1 Project Site Trip Distribution 3 Study Area 3 Traffic Volumes 8 Analysis Scenarios 8 Intersection Analysis 8 Roadway Segment Analysis 21 Site Access 21 23 SECTION 10.0 Conclusion TABLES TABLE 1.0 Trip Generation Summary 3 TABLE 2.0 Intersection Analysis Summary 17 TABLE 3.0 Roadway Segment Analysis 22 FIGURES FIGURE 1.0 Project Site Location 2 FIGURE 2.0 Project Traffic Distribution & Assignment 4 FIGURE 3.0 Traffic Volumes - Existing 9 FIGURE 4.0 Traffic Volumes - Background 11 FIGURE 5.0 Traffic Volumes - Total (with Current Project Entitlements) 13 FIGURE 6.0 Traffic Volumes - Total (with Proposed Project Entitlements) 15 APPENDICES APPENDIX A: APPENDIX B: APPENDIX C: APPENDIX D: Methodology Trip Generation Project Traffic Distribution Traffic Count Data APPENDIX E: APPENDIX F APPENDIX G: APPENDIX H: Historical Growth Trend Study Traffic Volumes Intersection Analysis Roadway Segment Analysis Webb's Nursery Site - i - Transportation Analysis Residential Development March 22, 2013 RAYSOR Transportation Consulting WEBB'S NURSERY SITE RESIDENTIAL DEVELOPMENT TRANSPORTATION ANALYSIS SECTION 1.0 INTRODUCTION This report documents a transportation analysis for the Webb's Nursery site, undertaken for the purposes of supporting an application for a land use amendment and rezoning. The project site is located on the west side of Belcher Road, between Sunset Point Road (CR -576) and Montclair Road, as shown in Figure 1.0. The 23.75 acre project site is currently entitled with 121 residential units (RU Plan Category) and is proposed to be amended to allow up to 242 residential units within the RM Plan Category; whereas 12.52 acres of the site is currently being used as a plant nursery and 11.23 acres are occupied by a single family home. The buildout year assumed in this study was 2018, providing for a five (5) year development time frame to accomplish land use, zoning, site planning, permitting, and construction. The analysis documented herein was prepared in accordance with methodology discussions held with City staff, as agreed to at a meeting that occurred on March 1, 2013, and subsequently memorialized in a methodology statement, as provided in Appendix A. SECTION 2.0 PROJECT SITE TRIP GENERATION The daily and peak hour trip generation of the project site was estimated using trip characteristic data in accordance with Trip Generation (Institute of Transportation Engineers [ITE], 9th edition, 2012), as summarized in Table 1.0 and further documented in Appendix B. The ITE land use category used as the basis for the trip generation estimates was ITE LUC 220 (Apartments), as this land use category provides for a worst -case (higher) trip estimate as compared to other multi - family related categories such as townhomes, condominiums, etc. The project site's current entitlements are estimated to generate 858 daily trips, with 63 trips during the AM peak hour and 84 trips during the PM peak hour. The project site's proposed entitlements are estimated to generate 1590 daily trips, with 122 trips during the AM peak hour and 151 trips during the PM peak hour. The resulting differential increase in project traffic generation that would occur as a result of the increase in entitlements was identified as 732 additional daily trips, with 59 additional trips during the AM peak hour and 67 additional trips during the PM peak hour. Webb's Nursery Site - 1 Transportation Analysis Residential Development March 22, 2013 RAYSOR Transportation Consulting FIGURE 1.0 PROJECT SITE LOCATION Fmi ndiFth men* • ■ • • • Webb's Nursery Site Residential Development -2 Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting TABLE 1.0 TRIP GENERATION SUMMARY Current Entitlements Proposed Entitlements 121 units 858 63 13 50 242 units 1,590 122 24 98 Differential 121 units 732 59 11 48 84 55 151 98 67 43 29 53 24 SECTION 3.0 PROJECT SITE TRIP DISTRIBUTION The distribution of project generated trips was estimated based on an application of the FSUTMS Tampa Bay Regional Planning Model. The resulting project traffic distribution and assignment is illustrated in Figure 2.0, as further documented in Appendix C. In regard to driveway traffic assignments, for the purposes of this analysis, one driveway connection was assumed for each roadway frontage. This assumption provides for a worst -case analysis; whereas upon site plan development and permitting, additional connections may be pursued as needed to best serve the property. SECTION 4.0 STUDY AREA The study area was determined in conjunction with City staff, as those roadway segments and intersections which are anticipated to have the most potential for project impacts, and includes the following: Roadway Segments Belcher Road from Coachman Road to Sunset Point Road Belcher Road from Sunset Point Road to Montclair Road Belcher Road from Montclair Road to Countryside Blvd Montclair Road from Hercules Avenue to Belcher Road Sunset Point Road from Hercules Avenue to Belcher Road Sunset Point Road from Belcher Road to U.S. 19 Intersections Belcher Road at Sunset Point Road Belcher Road at Montclair Road Montclair Road at Hercules Avenue Belcher Road at Project Site Driveway Montclair Road at Project Site Driveway Webb's Nursery Site - 3 - Transportation Analysis Residential Development March 22, 2013 RAYSOR Transportation Consulting FIGURE 2.1 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (AM PEAK HOUR - CURRENT ENTITLEMENTS) (0 %) (3 %) 0 0 0 0 Jl4 T 2 4-- 0 0 0 1 Montclair Road to s N z Z— 0 4— 0 24 %) OI F W 11 4— 0 ,`— 0 0 4— 0 0—► 0 —4 qtr 0 0 0 t O ( 1% 0 0—> 1 —1 1t N O W r (16 %) • • • • • • PROJECT SITE Sunset Point Road 1--> 2-4, N NI OI r W Y 0 o 0 1- 0 4- 0 0 F- 6 —1 0 —* 34 Belcher Road -4 r- Im tiI .I-, 4 E- W y t0 Shopping m 0 0 Center NORTH (0 %) L 4 4- 0 0 4 4— 2 2± 0—� 0� tr O M 0 (21 %) 34 %) Webb's Nursery Site Residential Development - 4 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 2.2 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (PM PEAK HOUR - CURRENT ENTITLEMENTS) 0 4— 3% ) N1 T- O O N J 1 L. t- 1 4— 0 4- 0 Montclair Road (0% J c n > Z t_ 0 000 <— 0 �1 I 5 o, qtr o� qtr 0-4, 2-, °1 1- hercules Avenue (16 %) PROJECT SITE Sunset Point Road (24 %) t— 0 V 4, 4_1 411 �° 4 3-1' 41 t I 0 0rl0 o 5 1l t—o F-- 0 t— 0 0 4- Belcner Road tr O00 M 0 19 4— 9 9 —� `1 t r 0� ONO 0 —1 `-• (21 %) 10 NORTH (0 %J Shopping Center (34 %) Webb's Nursery Site Residential Development -5 Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 2.3 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (AM PEAK HOUR - PROPOSED ENTITLEMENTS) 0 4— 3% - I'm 3 0 0 . F 0 IL, IL J 1 Montclair Road 0% of 000 (24% ‘1,1 Ir L 0 N c o 4— 0 0 4— 0 0� r 0 000 0-4, .-+1 To hercules Avenue ( 1% 00� 1, V O 1, ~ 3-4, 12— PROJECT SITE • • • • Sunset Point Road 16 4- 4 u1L 12- 0 —+ 67-4, tI i O N 0 '4 Lo 4- 0 ,-o 0 4- Belcher Road 0 N 0 0 o m 8 ' N m 4— 0 4� I 0 ' o n o 0 —1 N l I u 8 4— 33 NORTH ( o %) Shopping Center (34 %) Webb's Nursery Site Residential Development - 6 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 2.4 PROJECT TRAFFIC DISTRIBUTION & ASSIGNMENT (PM PEAK HOUR - PROPOSED ENTITLEMENTS) (0 %) 0 4- - 0 (3 %1 rn t 00m T— 2 4— fi1L r- 1 Montclair Road (0 %) o 0 0 0 4i 1L (24 %) LO t- 0 moo F-1 �0 1 4— 0-'' 0J 41 t 0—' 00,4 0� co 0 4� 11 t Hercules Avenue (1% PROJECT SITE ; (16 %) Sunset Point Road 6 0 -i N 0 4] 1 L 0 n0 �-0 4-0 0 0 4— 8 4— 6 0 36-4, r-rm Belcher Road 0 000 t— 33 4- 0 0 33 E- ----4 16 16 0� or'o 0 ry TN 8 NORTH 1% ) (0 %) Shopping Center (34 %) Webb's Nursery Site Residential Development - 7 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting SECTION 5.0 TRAFFIC VOLUMES Existing traffic volumes were identified from manual intersection turning movement counts performed in March 2013 during AM and PM peak periods, and were subsequently adjusted to reflect peak season conditions using FDOT seasonal factors. Roadway segment traffic volumes were calculated from the intersection traffic volumes. Traffic count data is provided in Appendix D. Background traffic conditions (for the 2018 buildout year) for study area roads and intersections were identified to be equivalent to existing traffic volumes (i.e., zero growth). This determination was made based on an evaluation of historical traffic volumes in the vicinity of the project site, where it was found that traffic volumes have either decreased or remained stable since 2008, as shown in Appendix E. Project generated traffic was added to the background traffic volumes to estimate future year total traffic conditions for both the current entitlements scenario and proposed entitlements scenario. Figures 3.0 through 6.0 illustrate the traffic volumes used in this analysis, as further documented in Appendix F. SECTION 6.0 ANALYSIS SCENARIOS Four scenarios were evaluated for AM & PM peak hour conditions as follows: (1) existing conditions, (2) future (2018 buildout year) background conditions, (3) future (2018 buildout year) background conditions plus existing entitlements project traffic, and (4) future (2018 buildout year) background conditions plus proposed entitlements project traffic. SECTION 7.0 INTERSECTION ANALYSIS Operational analyses of the study area intersections were undertaken for each of the four analysis scenarios using Highway Capacity Manual methods calculated by Synchro software, in consideration of existing signal timings. Table 2.0 summarizes the intersection analysis, as further documented in Appendix G. The results of the analysis indicate that all study area intersections currently operate acceptably, and are anticipated to continue to operate acceptably for future conditions, in consideration of both existing and proposed project entitlements. Furthermore, the impacts of the subject project, considering both the existing and proposed project entitlements, were found to be negligible to the operation of the study intersections in terms of level - of- service, delays, and capacity utilization. Webb's Nursery Site - 8 - Transportation Analysis Residential Development March 22, 2013 RAYSOR Transportation Consulting FIGURE 3.1 2013 EXISTING TRAFFIC VOLUMES (AM PEAK HOUR) 16 o t 14 C) V) Is VD N 4-- 6 +I 1L x-39 Montclair Road 01 ;1t T-0 % 80 u1 m 0 4— 1 L. r-1 13 94 4— 77 12 `1 r 14-4. m cr. to 51 - 4, 01 v TO 1 �Tf 77 o O o 0 — PROJECT SITE ) 1 , 1 , Sunset Pant Road 33- 35 —> 7—y m rrn m 0 + n 736 0 0—> 0--I, 0 N Cr In m O m N rl H 29 F-0 10 o0 t-13 4— 434 234 87 39 4— 61 681 4- 1016 206 655 —> 155 -4 n.-, m 900 NORTH Shopping Center Webb's Nursery Site Residential Development -9 Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 3.2 2013 EXISTING TRAFFIC VOLUMES (PM PEAK HOUR) Ny I o O1 1 ~ 0I �N t 0 N Z D ^v a, t- 96 � 6 vlN 1--316 .-1 N N F 34 co o N F- 177 �n 00 r, e— 89 86 <-1 1 �— 24 Montclair Road +I 1 i— 0 J 1 3 408 42 12� I�r $�� tr 30� �r Inv,^ 000 tD0m 18 rnm ^' 0-1, 13 01 LA 00 Hercules Avenue PROJECT ; ■ SITE 1 , , 1231 E- Sunset Point Road t- 126 <— 0 X12 0 Cri N N 00 N /1 111 J1L 61 *— 833 216 160 138 4— 87 1110 4— 1189 431 1 t 664 vcom 94 co al H N N N At L/1 00 y t- .--1 —4 1015 NORTH Shopping Center Webb's Nursery Site Residential Development - 10 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 4.1 2018 BACKGROUND TRAFFIC VOLUMES (AM PEAK HOUR) 0 o'o I-- U N 16 14 E— 6 39 Montclair Road v o l0 1 �. m t— 80 nmo mein t-13 41 1 L T---1 94 4— 12 77 14-' mm\o 51 r' 1� 77—> 000 0 SITE 736 Sunset Pont Road 33 - 35- 7-4, 0 N 0 m 0 r N r1 N `1 T r t— 29 —0 10 - 87 39 Belcner Road 1L. 0.100 13 4-434 234 61 681 4— 1016 206 655 --' itr 155 -1, m c1 cnul 900 NORTH Shopping Center Webb's Nursery Site Residential Development Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 4.2 2018 BACKGROUND TRAFFIC VOLUMES (PM PEAK HOUR) 86 N1 1 Oy t'1 r m z 00 L -- 96 t 6 r�vm ,NNII, 4— 34 a00N 4— 177 1 24 1 O Montclair Road vv„^, t- 316 4J 1 -39 408 4— 12 —t t I 7 � t 12— �,nN 80—# 000 18— ^'m^' 0—� oa N 42 0 t^ PROJECT SITE ss Sunset Pont Road 1231 4— 39 --t 30 —0. 13— 0o 4J 1 L 0—I 0 O K N N m 41. C71 N N N V) V J 1 h L 61 4— 833 — 216 160 138 4— 87 1110 4— -4 1189 431 itf 664 > cr co m 94 conm N N e-I 1015 NORTH Shopping Center Webb's Nursery Site Residential Development - 12 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 5.1 2018 TOTAL TRAFFIC VOLUMES WITH CURRENT PROJECT ENTITLEMENTS (AM PEAK HOUR) 16 0 0 \O t� 0 N J1L. iN t— 16 4- 6 40 Montclair Road 01 v 0 \O i1L 12- n t r 77 14 mrn\v 51 -1 1 r' T°° 1 77 —t 1 o 1 —1 PROJECT SITE Sunset Pant Road 744 4-- �1 �01 t_ 80 40 mo m t— 13 f-11� c- 1 36 --# 88 Vl m 9-4, 94 4— t 29 4-0 10 Belcaer Boad Ul OUl (V Cr 0 0 4n N N ci +I 1 h t- 17 4 — 434 234 39 4— 61 685 4— 1018 208 55 655 p 917 0 155 ^`"'' m i v1 m NORTH Shopping Center Webb's Nursery Site Residential Development - 13 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 5.2 2018 TOTAL TRAFFIC VOLUMES WITH CURRENT PROJECT ENTITLEMENTS (PM PEAK HOUR) 86 N l r 0 44, ^ae-I AIL L 97 -34 24 Montclair Road i1r oy r'^ X316 CO ul 1 1 30 409 12-1 42 12--> 44,44100 18-1, ma, r4 herculee Avenue 00 7 T 80— X0441 2� PROJECT SITE , , , ss , i , Sunset Point Road 42 —.1‘ 30--> 14 —� a, 1-126 ti O 0100 l0 0 ,`-12 160 138 0 I o ^^ 20 10 Belcher Road 87 a, L. t_ 80 e-i m 00 11236 N ,n ,I) 816 1129 j I+ 1198 664 —> 1025 V O m 94 00 a, a, .-1,-4 N NORTH Shopping Center Webb's Nursery Site Residential Development - 14 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 6.1 2018 TOTAL TRAFFIC VOLUMES WITH PROPOSED PROJECT ENTITLEMENTS (AM PEAK HOUR) 0 0^ NtD 16 4— t_17 4--6 40 Montclair Road 01 o 4i1 L tm L v s > zo L 2 4— 51 2 m 1D t— 80 ^mo L 13 1 94 4 — 12 —1 1 r 77 14- m O D 51 Hercules Avenue T°° 1-j 1 1 F 77 —> vo�D 1 —4, r' PROJECT SITE Sunset Pont Road 45 - 36 —> 10-4, m rr1 m E I 1 L, i t r 29 .4-0 ,4---10 88 39 4— 752 4— 12 ± 0- * 67 0 az 4) v an ti 00 l0 00 V O LD N ■-■ N 1L x-21 4— 434 234 61 689 4— 1020 210 655 —> 155-4, ^ 7 N .ti 4'1 ro 933 NORTH Shopping Center Webb's Nursery Site Residential Development - 15 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting FIGURE 6.2 2018 TOTAL TRAFFIC VOLUMES WITH PROPOSED PROJECT ENTITLEMENTS (PM PEAK HOUR) N1 TO 01 Im t 41 s > z 6 ^L� t_ 98 � 6 , N m 86 4— 34 cO 0 "I 4— 177 +I 1 86 25 Montclair Road J 1l. 9 On' 1 CO (NI T O ^ 316 N l r-I 0 00 .- t-- 90 FI11 3 409 E- —s 12 t T I 42 12 —> ,n ,n CO 18-4 m0iN T°° t0 7� 4iTr 80 -0 000 4 PROJECT ; SITE ; , Sunset Pont Road 45--t 1t 31--> W tr. r, 15 —4, e-i ° O t -126 (-I CO 0I10 4— 0 1 �, X12 161 138 4- 1239 4— 6� I I 36 — ^ ^"' N 0 N cf l0 N V1 N Belcher Road ---4- 87 t— 94 E-- 833 1143 - 216 4 — 1205 4 47—r 664 amrn 94-4 co cn °' N r-1 0 co ▪ ▪ T --- 1033 NORTH Shopping Center Webb's Nursery Site Residential Development - 16 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting TABLE 2.1 INTERSECTION ANALYSIS SUMMARY (2013 EXISTING TRAFFIC CONDITIONS) Location Peak Hour Metric Overall Intersection Movements with V/C> 1.00 Deficient Belcher Road at Sunset Point Road AM LOS D No Delay 44.3 sec No V/C 0.64 PM LOS D No No Delay 51.7 sec V/C 0.91 Belcher Road at Montclair Road AM LOS B No No Delay 12.5 sec V/C 0.38 PM LOS C No No Delay 26.1 sec V/C 0.62 Montclair Road at Hercules Avenue AM LOS A No No Delay 8.3 sec V/C 0.46 PM LOS A No No Delay 9.6 sec V/C 0.51 Belcher Road at Project Driveway (shopping center) AM LOS Not Applicable Max LOS@ "8„ No No Delay V/C PM LOS Not Applicable Max LOS@ "B" No No Delay V/C Belcher Road at Project AM LOS Not Applicable Max LOS @ "A" No No Delay y V/C Driveway (Nash Drive) PM LOS Not Applicable Max LOS @ "A" No No Delay y V/C [1] Shared Lane; [2] Unopposed Movement; [3] Not Applica ble Webb's Nursery Site Residential Development - 17 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting TABLE 2.2 INTERSECTION ANALYSIS SUMMARY (2018 BACKGROUND TRAFFIC CONDITIONS) Location Belcher Road at Sunset Point Road Peak Hour AM Metric LOS Overall Intersection D Movements with V /C> 1.00 No Deficient No Delay 44.3 sec V/C 0.64 PM LOS D No No Delay 51.7 sec V/C 0.91 Belcher Road at Montclair Road AM LOS B No No Delay 12.5 sec V/C 0.38 PM LOS C No No Delay 26.1 sec V/C 0.62 Montclair Road at Hercules Avenue AM LOS A No No Delay 8.3 sec V/C 0.46 PM LOS A No No Delay 9.6 sec V/C 0.51 Belcher Road at Project Driveway (shopping center) AM LOS Not Applicable Max LOS @ "8" No No Delay y V/C PM LOS Not Applicable Max LOS@ "B" No No Delay y V/C Belcher Road at Project AM LOS Not Applicable Max LOS @ "A" No No Delay y V/C Driveway (Nash Drive) LOS Not Applicable Max LOS @ "A" No No PM Delay y V/C [1] Shared Lane; [2] Unopposed Movement; [3] Not Applicable Webb's Nursery Site Residential Development - 18 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting TABLE 2.3 INTERSECTION ANALYSIS SUMMARY (2018 TOTAL TRAFFIC CONDITIONS WITH CURRENT PROJECT ENTITLEMENTS) Location Peak Hour Metric Overall Intersection Movements with V/C > 1.00 Deficient Belcher Road at Sunset Point Road AM LOS D No No Delay 44.2 sec V/C 0.64 PM LOS D No No Delay 52.2 sec V/C 0.92 Belcher Road at Montclair Road AM LOS B No No Delay 12.9 sec V/C 0.39 PM LOS C No No Delay 26.5 sec V/C 0.62 Montclair Road at Hercules Avenue AM LOS A No No Delay 8.4 sec V/C 0.46 PM LOS A No No Delay 9.6 sec V/C 0.52 Belcher Road at Project Driveway (shopping center) AM LOS Not Applicable Max LOS@ "D" No No Delay V/C PM LOS Not Applicable Max LOS@ "C" No No Delay V/C Belcher Road at Project Driveway (Nash Drive) AM LOS NotApplicoble Max LOS@ "A" No No Delay V/C PM LOS No No Delay Not Applicable Max LOS@ "B" V/C 111 Shared Lane; i21 Unopposed Movement; [3] Not Applicable Webb's Nursery Site Residential Development - 19 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting TABLE 2.4 INTERSECTION ANALYSIS SUMMARY (2018 TOTAL TRAFFIC CONDITIONS WITH PROPOSED PROJECT ENTITLEMENTS) Location Peak Hour Metric Overall Intersection Movements with V /C> 1.00 Deficient Belcher Road at Sunset Point Road AM LOS D No Delay 44.2 sec No V/C 0.65 PM LOS D No No Delay 53.1 sec V/C 0.93 Belcher Road at Montclair Road AM LOS B No No Delay 13.2 sec V/C 0.39 PM LOS C No No Delay 26.8 sec V/C 0.62 Montclair Road at Hercules Avenue AM LOS A No No Delay 8.4 sec V/C 0.46 PM LOS A No No Delay 9.6 sec V/C 0.52 Belcher Road at Project Driveway (shopping center) AM LOS Not Applicable Max LOS @ "D" No No Delay y V/C PM LOS Not Applicable Max LOS @ "C" No No Delay V/C Belcher Road at Project AM LOS Not Applicable Max LOS @ "A" No No Delay y V/C Driveway (Nash Drive) LOS Not Applicable Max LOS@ "8" No No PM Delay V/C [1] Shared Lane; [21 Unopposed Movement; [31 Not Applicable Webb's Nursery Site Residential Development - 20 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting SECTION 8.0 ROADWAY SEGMENT ANALYSIS Operational analyses of the study area roadway segments were undertaken for each of the four analysis scenarios. For the roadway segments anticipated to be impacted most (i.e., those segments immediately adjacent to the project site), detailed analysis methods were used. Specifically, Highway Capacity Manual methods were used, as calculated by Synchro software. For the remaining study area roadway segments, generalized methods were used for the analysis, in consideration of the Florida Department of Transportation's service volume tables (version: October 4, 2010). Table 3.0 summarizes the roadway segment analysis, as further documented in Appendix H. The results of the analysis indicate that all study area roadway segments currently operate acceptably, and are anticipated to continue to operate acceptably for future conditions, in consideration of both existing and proposed project entitlements. Furthermore, the impacts of the subject project, considering both the existing and proposed project entitlements, were found to be negligible to the operation of the study roadway segments in terms of level -of- service, travel speeds, and capacity utilization. SECTION 9.0 SITE ACCESS For the purposes of this analysis, one driveway connection was assumed for each roadway frontage. This assumption provided for a worst -case condition in regard to the operational analysis of the driveway connections; whereas pursuant to Section 7.0 of this report, all study intersections including the site driveway connections were found to operate acceptably. Upon site plan development and permitting, additional connections may be pursued as needed to best serve the property; and site access will be further analyzed at that time to confirm that acceptable operating conditions can be anticipated and to definitively identify the need for turn lanes at site driveways, including the design lengths thereof. Based on the traffic volume estimates documented herein, a preliminary evaluation of the need for site access turn lanes identified the potential need for a northbound -to- westbound left -turn lane on Belcher Road at the project's site access connection to Belcher Road; whereas this turn lane currently exists, however may be subject to lengthening. A review of intersection queuing was performed for the eastbound approach to the signalized intersection of Belcher Road at Montclair Road to evaluate the potential for queue conflicts at the project site driveway connection to Montclair Road. Based on the results of the operational analysis, the referenced eastbound queues formed at the subject signalized intersection are anticipated to be 100 feet or less. Since it is anticipated that any project driveway connections to Montclair Road will be located further than 100 feet from Belcher Road, queue conflicts are not expected to occur at this driveway connection. Webb's Nursery Site - 21- Transportation Analysis Residential Development March 22, 2013 RAYSOR Transportation Consulting TABLE 3.0 ROADWAY SEGMENT ANALYSIS SUMMARY Roadway Segment LOS Std. Peak Hour Direction Existing Traffic (2013) Scenario Future Total Future Total Future Traffic (2018) Traffic (2018) Background Traffic (2018) Current Proposed Entitlements Entitlements Belcher Road Coachman Road to Sunset Point Road D AM NB B B B B SB B B B B PM NB C C C C SB B B B B Belcher Road Sunset Point Road to Montclair Road D AM NB C C C C SB D D D D PM NB D D D D SB D D D D Belcher Road Montclair Road to Countryside Blvd D AM NB B B B B SB B B B B PM NB B B 8 8 SB B B B B Montclair Road Hercules Avenue to Belcher Road D AM EB D D C C WB C C C C PM EB C C C C WB C C C C Sunset Point Road Hercules Avenue to Belcher Rood D AM EB B B B 8 WB B B 8 B PM EB B B B B WB B B B B Sunset Point Road Belcher Road to U.S. Highway 19 D AM EB C C C C WB C C C C PM EB C C C C WB C C C C Webb.'s Nursery Site Residential Development - 22 - Transportation Analysis March 22, 2013 RAYSOR Transportation Consulting Similarly, a review of intersection queuing was performed for the southbound approach to the signalized intersection of Belcher Road at Sunset Point Road to evaluate the potential for queue conflicts at the project site driveway connection to Belcher Road. Based on the results of the operational analysis, the referenced southbound queues formed at the subject signalized intersection are anticipated to be 400 feet or less. Since it is anticipated that any project driveway connections to Belcher Road will be located further than 400 feet from Sunset Point Road, queue conflicts are not expected to occur at this driveway connection. SECTION 10.0 CONCLUSION Based on the data, analyses and findings contained herein, the following is concluded in consideration of the proposed land use amendment and rezoning of the Webb's Nursery site to allow an increase in entitlements from 121 residential units to 242 residential units. ❖ Acceptable operating conditions are anticipated for roadway segments and intersections surrounding the project site in consideration of future traffic conditions for both the existing and proposed project entitlements. ❖ The impacts of the subject project, considering both the existing and proposed project entitlements, were found to be negligible to the operation of the surrounding intersections in terms of level -of- service, delays, and capacity utilization. ❖ The impacts of the subject project, considering both the existing and proposed project entitlements, were found to be negligible to the operation of the surrounding roadway segments in terms of level - of- service, travel speeds, and capacity utilization. • Preliminary analyses of the project site driveway connections identified that acceptable operating conditions can be anticipated, and identified the potential need for a northbound -to- westbound left-turn lane on Belcher Road at the project's site access connection to Belcher Road; whereas this turn lane currently exists, however may be subject to lengthening. Upon site plan development and permitting, project access configurations will be finalized, and will be further analyzed at that time to confirm that acceptable operating conditions can be anticipated, and to definitively identify the need for turn lanes at site driveways, and the design lengths thereof. ❖ A review of intersection queuing was performed to evaluate the potential for queue conflicts at the project site driveway connections, whereas the results identified that queue conflicts are not expected to occur at the driveway connections. Webb's Nursery Site - 23 - Transportation Analysis Residential Development March 22, 2013 APPENDIX A Methodology RAYSOR Transportation Consulting TECHNICAL MEMORANDUM TO: FROM: DATE: SUBJECT: Traffic Analysis Methodology Webb's Nursery Site City of Clearwater �`��" ,� Michael D. Raysor, P.E., PTOE iii RAYSOR Transportation Consulting, LLC. March 7, 2013 VIA E -MAIL This memorandum documents the proposed methodology for performing a traffic study for the Webb's Nursery site for the purposes of supporting an application for a land use amendment and rezoning; as discussed with City staff at a meeting held on March 1, 2013, including Lauren Matzke (city), Himanshu Patni (city), Robert Tefft (city), Bennett Elbo (city), Cyndi Tarapani (Florida Design Consultants), and Michael Raysor (Raysor Transportation Consulting). Project Description The project site is located on the west side of Belcher Road, between Sunset Point Road (CR -576) and Montclair Road. The project site is currently entitled with 121 residential units (RU Plan Category) and is proposed to be amended to allow up to 242 residential units within the RM Plan Category. Preliminary site access connections will be defined and evaluated as part of this traffic study; however, final access points will be identified at a future date during the site planning process. Project Site Trip Generation The daily and peak hour trip generation of the project site will be estimated based on trip characteristic data, as identified in Trip Generation (Institute of Transportation Engineers (ITE], 9`h edition, 2012). Trip Distribution The distribution of project generated trips will be estimated based on application of the FSUTMS Tampa Bay Regional Planning Model, adjusted using engineering judgment as applicable. Study Area The study area will consist of the following roadway segments and intersections: Roadway Segments Belcher Road from Sunset Point Road to Montclair Road Montclair Road from Hercules Avenue to Belcher Road Sunset Point Road west of Belcher Road Sunset Point Road east of Belcher Road Belcher Road north of Montclair Rood Belcher Road south of Sunset Point Road Intersections Belcher Road at Sunset Point Road Belcher Road at Montclair Road Montclair Road at Hercules Avenue Belcher Road at potential site driveway(s) Montclair Road at potential site driveway(s) 19046 Bruce B. Downs Blvd, Suite 308 • Tampa, FL 33647 • (813) 625 -1699 • (813) 413 -7432 fx APPENDIX A - 1 of 4 RAYSOR Transportation Consulting PAGE 2 of 2 Analysis Scenarios Four scenarios will be evaluated for AM & PM peak hour conditions as follows: (1) existing conditions, (2) future (buildout year) background conditions, (3) future (buildout year) background conditions plus existing entitlements project traffic, and (4) future (buildout year) background conditions plus proposed entitlements project traffic. The buildout year to be assumed in the study will be 2018, providing for a five (5) year development time frame to accomplish land use, zoning, site planning, permitting, and construction. Traffic Volumes Existing traffic volumes to be used in the study will be obtained from intersection turning movement counts to be performed in March /April 2013 during peak hour conditions (7am to 9am & 4pm to 6pm) at the study intersections. The traffic volumes obtained from these counts will be adjusted using FDOT peak season factors. Roadway segment volumes will be calculated from the counted intersection volumes. Background traffic conditions (buildout year conditions) for study area roads and intersections will be estimated through the application of a growth rate to existing traffic volumes. A 1% per year growth rate was initially discussed at the referenced methodology meeting; whereas it was determined that additional research was necessary to identify the specific historical growth rate for the study area. Based on an evaluation of historical traffic volumes in the vicinity of the project site, it was found that traffic volumes have either decreased or remained stable since 2008 (refer to Attachment "A "). Thus, background traffic conditions for the study will be calculated based on zero growth. Project generated traffic will be added to the background traffic volumes to estimate future year total traffic conditions. Analysis Methods Intersection analyses will be undertaken using Synchro software in consideration of existing signal timings. If signal timing revisions are identified to be necessary to obtain acceptable operating conditions, this will be documented in the traffic study report. Roadway segment analyses will be undertaken using the results of the intersection (Synchro) analyses where applicable (i.e., Belcher Road from Sunset Point Road to Montclair Road, and Montclair Road from Hercules Avenue to Belcher Road). The analyses of other roadway segments will be undertaken using generalized methods in consideration of FDOT's service volume tables. Study Findings The results of the analyses will be evaluated to identify existing and future operating conditions including deficiencies, and to identify and evaluate potential impacts associated with the subject project. Documentation A report documenting the methodologies, data, analysis, and findings of the traffic study will be prepared. The report will be signed and sealed by a Florida registered professional engineer. 19046 Bruce B. Downs Blvd, Suite 308 • Tompo, EL 33647 • (813) 625 -1699 • (813) 413 -7432 fx APPENDIX A - 2 of 4 Webb's Nursery Traffic Study Study Area Growth Rate Evaluation Roadway Segment AADT Type 2011 2010 2009 2008 Growth Rate Belcher Road Sunset Point Road to Countryside Boulevard Sunset Point Road Belcher Road to US -19 Hercules Avenue /Greenbriar Blvd Virginia Street to Belcher Road Cumulative AADT Count Value 26,128 25,666 29,191 32,406 Linear Trend 24,994 27,230 29,466 31,702 Count Value 25,230 25,736 24,261 25,212 Linear Trend 25,339 25,186 25,033 24,880 Count Value 7,585 7,502 7,716 7,506 Linear Trend 7,581 7,578 7,576 7,574 Count Value 58,943 58,904 61,168 65,124 Linear Trend 57,914 59,994 62,075 64,156 -7.10% 0.60% 0.00% -3.20% AADT SOURCE: Pinellas County MPO RAYSOR Transportation Consulting APPENDIX A - 3 of 4 Michael Raysor From: Himanshu.Patni @MyClearwater.com Sent: Friday, March 08, 2013 11:24 AM To: mdr @raysor- transportation.com Cc: Bennett.Elbo @myClearwater.com; Lauren.Matzke @MyClearwater.com; Robert.Tefft @MyClearwater.com; ctarapani@fldesign.com Subject: RE: Webb's Nursery Site - Traffic Study Methodology Looks like it covers everything we discussed. I've asked Cory to provide you the signal timings. Himanshu Patni, P.E. Traffic Operations City of Clearwater (727) 562 -4560 From: Michael Raysor ( mailto :mdrPraysor- transportation.com] Sent: Thursday, March 07, 2013 11:41 AM To: Patni, Himanshu Cc: Elbo, Bennett; Matzke, Lauren; Tefft, Robert; 'Cyndi Tarapani' Subject: Webb's Nursery Site - Traffic Study Methodology Himanshu, Thanks again for taking the time to meet with Cyndi and I last week to discuss the traffic study methodology for the Webb's Nursery site. I have prepared the attached methodology statement to memorialize our discussion and to provide additional data regarding the traffic growth rate in the area. Can you please review the attached methodology and let me know if there are any items that we need to discuss or resolve? In addition, can you also let me know if you're able to provide the signal timings for any of the three signalized study intersections (Belcher /Sunset, Belcher /Montclair, Montclair /Hercules). Thank you, -Mike Michael D. Raysor, P.E., PTOE RAYSOR Transportation Consulting 19046 Bruce B. Downs Boulevard, 6308 Tampa, Florida 33647 (813) 625 -1699 ( (813) 413 -7432 fx APPENDIX A - 4 of 4 SURVEYOR'S REPORT MAP OF ALTA /ACSM LAND TITLE SURVEY AND BOUNDARY SURVEY: THE MAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT THE OTHER. (SEE SHEET INDEX IN IN TITLE BLOCK) LEGAL DESCRIPTION: ISEE DATA SOURCES 3) A Parcel I at and 00, g a parley, of fns Southeesl 1/4 el the NArlh0,s1 1/4 of Section 6, T.0n.hip 29 500th, Rong4 16E00. Pinellas County. Florida, being more par scalar ly described as fellows: Commence at Ins Southwest c the Sot A..st 1/4 el the Ne•tnweai I/a 01 Scotian 6, Township 29 South. ORonge 15 Ea.. Plnella. County. Florida: 156,1 N00'34'AI'*. along the 6..! Iin. of •id Soulbuost I/4 TVA Northwest I/4 of Section 6 ibaieg the bolt o bearing. ter Ibi, .gel desoriptia,). for 1347.62 feet 1 e Northwest c 101 sold Seutneest I/4 of Nor1*...! 1/4 of Section 6. thence N89'55r'41•E. a ong Ins North 1 et sold 0 5001594.1 1/4 el the Northwest I/O of Section 6, lane 60)ng the So01K0Right -at -Way Il 4 el 04,10101! Read 1100n =917 Sunset Point Coo *Neap Reed) Tel to Board 0 Cooly Corrals n Min a Bo. S. page 00. the Pas OR.c IT P In 0 County. Florida. 01 4'13.77 fort 1. I . POINT OF BEGINNING: 1 .1 N89•55'41•E. o ion9 olds rth Iin. et the Soulo,..! I/4 of the Northwest ll /4 Cl Section 6, ing said South 01561 -01 -Ray I of Montclair Read. according to Board o Co• unty C I.e. On • Bops 5, pa, 60. for 600.78 10.1: Homo 1h1 f olleri0* • (3)0'0 ong 80,10•11, Ri,51- 0T-04ey Read Pi• !ding the Official t Root. Bea, 4609, pap. 203.1. the PublicvReeerd. e oelles County. F l e w idol ( I I thenl0 leg sold 100111 1 ) 1 0 1 1 6 . e Sorg.. 1/4 01 15. Norlhoasl I/O of S.otle. 6,1500'27.47'04, for 16.06 1..1 le lb. peinl , f Inl.r.aslian w n- tangent e e 8eutherly: (2) thane. Easterly along T0• said radial aOaring of NOB•27•48•E, hawing a of 210.00 foal. a rot f angle 30°45`41'. a .ng,h el o 112.70 end a chord bearing 374•09•22•E for f 1.40 foot to 1,e0pal. al 0.15.11: (311 ,I-0.,c 1 I. 06M•R cIairar R od a tin9 T IS.c 011i,1,1n Roo. Book ,, pole 203. SI1 •S8•56'E, .tool 1M Swth.rlyrRight- af-W0T tine 0 Mont.1.IT Real according 10• 010)11,) Roods Bose 4715. p•'. 2002. el 1M Pub110 Records •1 • Canty, FI.1110, lo 15.06 t e point •i 1 with T. Westerly R0g11 -et -Way line of Bog.. Reed 0.00, (County Road 941 0 according 4 to sold 011,141 Records Bo00 4609. peso 203: I00.oe 53.0'591*, s sag said Westerly Right -01-My line el Delch.. Rae4 (County Read 94) a ording To Otlicial Roods *6.k 4609, pole 205. tar 846.29 cett thence the 1 ieg Os 16) < along the W.0141 17 Right -06051 live al char RPN o(Count0 Rod 641 1 .14111 I. Olfici.l Remolds 0.ek 0512. pals Cl 11.78, 6 TM P.blic Roods • Comfy. Fl,44 l 111 1 ee Thome 005 IS'W, ter 276'32 lot: (2) a 163.•0'34'', for 81,44 loot: (31 n nce N55.1I•26'*, tor 27.00 gets (4)01 n.0e. 534.0.34'04. for 0,00 TOO: 161 Ihance 655•11'26•E. for 27.00 lot: (6) thanes 534.48134.1, ter 128.62 feet t, ih4 point 0 ia 00000 Alien wiih Ike Northerly Right -,l -Way lino of Sun00t Patel Read (State Rol 5 -586) o eoli•g 1 said 0111001 R1g61 Record II.. A 8312. Pal• 1478: Theo. 87.16'02Y1.c. Dag said Nor..r., Right -et -W. Ilse o UAW Point Read (5fote Re44 S -588) according la Official Roods Saak 8312, page 1470!0lar 53.95 ta•1 to Ine point 11.010 0011l0n with , nee- tangynl curve. e Ner,1erlg: Th(Slo Dote., aleel Acid 1Hr1,10ly Right -el -Way 11e• et Sunset Point Road ISI,1I Road S -5881 Gooding to 111(clel Records Book 8312. pegs 147e. ,long t r I Oearin9 of 5010 1.6•E, homing a rodie. 01034.120.10 tot, a from et •00.06.60', . length of 67.80 t.et. and a c1etd borings 989.54'28'0 for 57.60 loaf 10 Ilse m70101 et inl0001All,n 0116 s O n- tangent lg.: 16,00. 1. ring 4011 No rl6er l7 Ri901- of-Way III. of Sunset Point Rood (Slate Road 5 -5881 a ordi09 to 001101.1 Rood. 80,0 0312, page (076. 050)0'IB•E. tar 35.77 1.01: ce Thence 955•37•03•E. tar 34.61 oat; 18.n,O N44•39'02•E. ter 27.73 1. o.N70.3B'26'E. tar 35.22 feat: thence 565•03'37•E. for 17.00 le .• 050'30'07'E, for 24.23 1001; 1 N41•52'SS•E. tar •5.45 1.01: 015.00.e1655'II'27'E. for 2.64 feel: Ihance N54•40'34•E. I or 14.46 I eel thence N55•11'tN'W. to 27.00 Teel : 1 once 0034•41'54'E. to 90.00 M3•03'00'R. 36.68 I boo 015•31'10'04, 116.04 11 l lna00e 103.51'01'1, 1 207. II 1.0: 15ene. 1*19•I0•08'M. 06.82 1.01; I500s 14716'09'E. lore 130.01 lees: thence 1I5'28'I6•E. 1 ry 217.35 l.et, 0. NO3•16'38•E. ter 223.16 gal; 111•10• H16•25'32'1V. To, 46.91 tot: Thence 100•00•00.5, for 109.72 Net to the POINT OF B EGINNING. ISNOWN AS (LI d THE MP OF SURVEY) ACGIRACY: I. THE ACCURACY STANDARD USED F. THIS SURVEY. AS CLASSIFIED IN TE MINIM.. TECHNICAL STANDARDS (5J -17 FOC). IS 'COSSERCIAL /HIQI RISK THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF SURVEY IS 1 FOOT IN 10.000 FEET. ALSO SEE TIE OLTA /4501 CERTIFICATION. 2. ARMORY CONTROL POINT POSITIONS FOR THIS SURVEY MERE ESTABLISHED FRd A MINIMUM or TOO (EI KNOWN CITY OF CLEARWATER. FLORIDA CONTROL POINTS 1SEE DATA SOURCES 11 USING GLOBAL POSITIONING METHODS WITH REAL TIME KINEMATIC SESSIONS (RTN). TIE MAXIMUM POSITIONAL UNCERTAINTY OF TIE PHYSICAL SEMI'S.. CONTROL POINTS IS CMOUTED TO 8E 0.033 FEET 110.0 MILLIIETERS) USING THE ALGEBRAIC Sal MEAN OF TIE PROCESSED POSITIONS. 3. NOR IZONTAL CO0IRO5 IEASUREMIST6 WERE MAOE WITH A TRANSIT Ne STEEL TAPE, OR DEVICES W1T14 EQUIVALENT OR HIRER DECREES WE ACCURACY 4. CONTROL ELEVATIONS FOR THIS SURVEY ARE BASED A LOWS- LOOP USINS DIFFERENTIAL LEVELING TEQMIMES. CLOSURE ACHIEVED IS 0.004' ERROR IN A 1.05 MILE LOOP LENGTH 01101 EXCEEDS THE MINION AOCURACY REWIR*ENT CILCIAATED AT A IMKIhSM MIS- CL41URE OF 0.051 FEET. DATA SOURCES: I. HORIZONTAL COORDINATES (IN U.S. SURVEY FEET) FOR THIS SURVEY AE WED ON THE CITY OF CLEARWATER HORIZONTAL NETWORK. NORM MERIGII DATUM 1143/16M ADJUSTMENT (MO 65/99). FLORIDA STATE PLANE COORDINATES. FLORIM EST 200E 11021. CONTROL POINTS UTILIZED AE: le) A FOND CITY GE CLEARWATER SRAM DIM( STIED 'I-ll', DESIOMTED UT NE CITY OF CLE6WATE9 AS T -11' INOTHI0 • 1,329.763.2100. VOTING • 412.682.39001: AND (b) A POUR CITY OF CLENMWAIER BRASS DHK STAMPED '1-12•, acsitefet00 07 M CITY OF CLEARWATER AS 1 -I2' /NURTNING • 1.329.777.6100, EASTING • 419.561.3200): Roe. AS PT0LINED BY M CITY OF CLEMNRTER WEB SITE. (0.0. 01.01 ..for- 0(,001) 2. SEAR«. FOR TR15 SURVEY ARE BASED UPON THE EST LIE OF IRE SOUTHWEST I/O CF M NORTHWEST 1/4 OF SECTION 6. MOW., 23 30UTM, *OE I6 EAST, PAELLAS COUNTY, FLORIDA, BEING 100.34.41 5. AS SICI ON TIE PAW OF SURVEY, 3. THIS SURVEY WAS PREPARED WITH M SCREFIT OF A 0001171El7 FOR TITLE INSURANCE PREPARED BY CHICAOD TITLE INSUNMICE COPANY, REVISION 2. NICER HOMER 4017486. WITH ON EFFECTIVE DATE OF 000,ST 22. 2012. AT 8100.., M LEOSL OESORIPTION MOON HEREON WAS CREATED 07 FLMIOA DESIGN CONSULTANTS. 1M.. AT M CLIENTS REQUEST. Me IS A PORTION OF WE PROPERTY DESCRIBED 110 SALO REPORT. SUPPORT DOCTAE1fTS SUPPLIED WITH SAID CONITLENT. •. THIS SURVEY WAS PREPARED WITH M KIEV, OF M RECORD DOCUMENTS AS REFERENCED TERM. ALL OF TIE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA. 5, CERTIFIED CORER ECOMS SERE 0TAIE0 FROM TIE FLORIDA DEPARTMENT OF EM'IROMEHTAL PROTECTION LAM 50RDARY INFONATION SYSTEM MB SITE. (.... I0bins. erg) 8. ELEVATION ARE BREED UPON TIE CITY OF a_Feeferet VERTICAL- NETWORK, WORTH MERICM VERTICAL DATUM OF 1908 (X01$ ea). CONTROL BENCHWARKS UTILIZED ARE: (e) A FOND CITY OF CLEARWATER MASS DISK STOWED '1 -I I', DESIGNATED BY THE city . CLFi1MATER AS 'I -11' ELEVAT1001 • 10.0151: NO (6) • FOND CITY OF CLEARWATER BRASS DUSK STOWED 1-12'. DESIGNATED BY M CITY OF CLEARWATER 49 7-12' ELEVATION • M.450; BOTH AS PL0LISED BY M CITY O CLEARWATER WEB SITE. 19ww.cl emrrr R er- )).meal 7. TITO SURVEY WAS PREPARED WITH M BENEFIT OF TOT CERTAIN STATE 07 FLORIDA STATE ROAD DEPARTIENT RIGHT OF OAT MW FOR STATE ROAD 5 -5M (SUNSET POINT NOM), SECTION 15501 -2601. DATED 11- 30.60. LAST REVISED 11- 29 -02. (SOON AS (FOOT) ON TE POP OF SURVEY) 5. THIS SURVEY WAS PREPARED WITH M BENEFIT OF THAT CERTAIN PnELL. COUNTY 31041 -0E-WAY MAP FOR COUNTY ROAD 576 (SUNSET POINT ROADI. FROM IEEE ROAD TO U.S. HWY. 19. PREPARED 81" COSY AM FAIR. INC.. DATED 11-16 -88, LAST REVISED 9- 25 -92. /SHOW AS (PC601 ON M NAP OF SURVEY) LIMITATIONS USE OF THIS SURVEY 6Y ANYONE OTHER THAN TIw0 PREPARED FOR /CERTIFIED TO. WILL BE TIE RE -USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 2. THERE MAY BE ADDITIONAL EA500915 ATM/CR RESTRICTIONS AFFECTING THIS PROPERTY THAT SAY OR TAT NOT BE FOUND IN TIC PUBLIC RECORDS OF THIS COUNTY. 3. PRINTED DIENSIDNS SHOWN ON TIE SURVEY SUPERSEDE SCALED DIM'NSIONS THERE WAY RE ITEMS DRAWN 017 OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION. 4. CALCULATED IC) GEOMETRY SHOW HEREON WAS CALCULATED USING FIELD LOCATED POINTS AND CERTAIN PUBLISHED DATA ISEE DATA SOURCES). 6. SHOOT ANYWHERE ON THIS SURVEY. TIE WORD 'CERTIFY' IS UNDERSTOOD TO 85 AN EXPRESSION OF A PROFESSIONAL OPINION BASED UPON M 5UtVEYOR'8 BEST SDWLEDGE. IIFOMATIOI AND BELIEF, AM THAT IT THUS CONSTITUTES NEITHER A GUARANTEE NOR A WARRANTY. S. SUBSURFACE FORMATIONS AND THEIR LOCATIONS HAVE NOT BEEN DETERMINED. 7 IRRIGATIU EQUIPMENT AM /OR THEIR APPURTENANCES LAVE NOT SEEN LOCATED «LESS OTHERWISE SIOON M MM OF SURVEY. I. TIE LOCATIONS OF TIE UNDERGROUND UTILITIES NO/OR THEIR APPURTENANCES WERE PERFORM° BY A FIELD SURVEY AM ONLY LOCATED A6 611080 ON TIE MAP OF SURVEY. ONLY THE OME6MOND UTILITIES AND/Oft 18018 AFeurrrr eeces WHICH WERE VISIBLE FROM 0ROUNU LEVEL TO TIC SURVEYOR ON THE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED NW MAPPED, ND EXCAVATIONS OR SUBSURFACE WON EFFORTS OF ANY RIO* SERE PERFORMER BY THE SLRVETOR TO VERIFY 1TE EXISTENCE OF AMY UMFRGR000 UTILITIES AND/OR THEIR APPURTENANLES. THE SUMEYOR METES NO GUARANTEE THAT M 1.1OE1feeeure UTILITIES AM /O1 THEIR MPURTE6NNOES 31WNR OOPRIE ALL SUCH UTILITIES IN M AKA. 217MR IM SERVICE M ABNOOIED. 9. ND 10 30007100 ON ADJOINING PROPERTY OSIERS W SIWPLIEO TO THE SURVEYOR. 10. HORIZONTAL D19080100 FROM BOUNDARY LINES TO LOCATED 11100 5111CH USE SYMBOLS ISEE SYMMS LEGEND) ARE MEASURED TO THEIR CENTER. II. TIE FIELD MONUMENTS SODIUM WITH (e) HEREON WERE NOT FOLD VERIFIED FOR REVISION 2. NOR REVISION 3. 12. TIE DRYERS NO EOORDI0 INFORMATION FOR ADJACENT PROPERTIES ARE PER TIC T HIELLA6 COUNTY PROPERTY APPRAISERS NEB SITE ON 3_25 -2015. 13. THE SWIM WETLAND/SURFACE WATER LINE LOCATIONS TIME DETERMINED IN THE FIELD Al TRUOY KILLEEN OF FLORIDA DES141 CONSULTANTS, INC. BETIEEN 7 -21 -2008 AND 1- 3012005. TIE FLAMED FIELD SMTMRD WETLAND/SURFACE WATER LINE POINTS SERE FIELD LOCATED SY PRIOR DE8141 CONSULTANTS. INC. WOMEN T -21 -2000 AM 6 -27 -2000. THE S0FW8 WETLDD /SURFACE INTER LINE MS FIELD REViMED BY PATRICIA A. FRANTZ. SENIOR 2NVIROMENTM- SCIENTIST. TAPA REBU,ATION DEPARTMENT. S0U1HWE5T FLORIDA WATER 11MNA0EAENT PERM ICT ON N -E0-2008. 14. A SCALE FACTOR OF 1.000007412 WOULD BE CONSIDERED DURING 01IT0 EFFORTS. IS ORIGINAL FIELD SOK COBENCED ON 7 -21 -2005 NO SAS COMPLETED ON 6 -27 -2008 ND IS CONTAINED IN FIELD BOO( 1477. PAGES 6 -28 WO FIELD BOO! 1478. PAGES 6 -11. NO FIELD SOS) WAS PERFORMED FOR REVISION I. REMOVED SEFWO 0(11000 LINE FRED O 16)7 -0F -WAY PARCEL 151.1 AM CORRESPONDING POINTS FRED COORDINATE TABLE) FIELD SOAR FM REVISION 2 WAS COMPLETED ON 6 -15 -2012 AM IS CORAIMED IN FIELD B00r. 1471, PAGES 30 -34. FIELD WORK FOR REVISION S HMS CO0LETEO ON 3-14 -2013 AM IS CONTAINED IN FIELD BOOK 1477, PAGES 36 -41 AM IS LIMITED TO REVISING THE BOUNDARY CONFIRMATION LEGAL DESCRIPTION NO UPDATING TIE PERIMETER POPPING (INTERIOR TAPPING NOT UPDATED). IS. UTILITY PAINT STRIPES SHOWN ON TIE NAP OF SURVEY SERE FIELD LOCATED ON THE ACTUAL DAY OF THE FIELD SURVEY. IT IS 0R(NORJ TO THIS SURVEY. MAT ENTITT MM0KE0 SAID UTILITY PAINT STRIPES, OR THE ACCURACY OF SAID UTILITY PAINT STRIPES, BOUNDARY INOON9S1ENCIES: ANY ANGULAR AND/OR DIMENSIONAL DISCREPANCIES BEOIEEN TIE LEGAL DESCRIPTION(5) AM THE FIELD LOCATED OCCUPATION BOUNDARY CORNERS. AND BOUNDARY LONERS WITH NLTIPLE BOUNDARY MDIR.MENTS ALOUD WITH THEIR CORRESPONDING QUADRANT DIRECTIONAL MISSES. ARE SHORN ON MP OF S.6VEY. APPARENT PHYSICAL USE: THE SUBJECT PROPERTY IS CURRENTLY BEING USED AS A TREE AM PLANT MIRSERT 0710001 AS IEOB'5 NURSERY. EASEMENTS/RIGHT-Of-BAY: I. TIERS MAY BE ADOITI6ML (0804005 AM/00 RESTRICTIONS AFFECTING THIS PROPERTY THAT CAN BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, 2. TOE RIGHT-0F -WAY FOR 8ELCIER ROAD (COUNTY ROAD TM) ADJACENT TO THE SBJECT PROERTY IS ACCORD.. TO OFFICIAL RECORDS BOOK 4608, PAGE 203 AND OFFICIAL EDQOB 8001( 8312. PARE 1478, BOTH OF THE PUBLIC RECORDS OF 71305,LAS COUNTY. FLORIDA. S. THE RIGHT-OF-WAY FOR MONTCLAIR ROAD IPONFRLY SUNSET POINT 000010 M MAD) 00.MCENT TO THE SUBJECT PROPERTY 18 ACCORDING TOWARD OF COUNTY COMMISSIONERS MINUTES Malt 5, NNE M. OFFICIAL RECORDS BOOK 4609. PAGE 241 MO OFFICIAL RECORDS SOOT 4715, PAGE DOOE. ALL OF THE PUBLIC RECORDS O PINELLAS CORTY, FLORIDA. 4. TINT FRRFRLY OFFICIAL FLORIDA. PORTION er M 00NIT -1W-WAY FM MOTET POINT ROAD (COUNTY MAO 570, STATE RAID 1 -1410 ADJACENT TO TIE BONJECT PROPERTY IS ASfll6 TO RECORDS OWW( Ult. PAGE 1478 OF THE PUBLIC RECORDS OF PINELLAS COUNTY. TIE FOLOWING ARE KR $0EAU.E R SECTION 11 OF DE TITLE CBIMITWENT 11EFEIENCED IN BATA SOURCES 3: (M MANNER RIDS/ AS (/1 CORRESPONDS WITH SAID CONI11EM) S. (I -II) MDT SURVEY MATTERS S. (12) Eoaa.11e) gr.el•4 10 Flerid. Paoar C.tpy Ii.e cootyged in Biclr ikvti.n Eaew a 011101.1 000.14s Boon 6640. P•51 479. [THIS BOOAET DESCRIBES M ELIMENT AS 'Ig ing Igo teat ,A5 std, ISO 0.01.11 Ile •l MINTle1'O 1MI1111•C . THIS IS A NOM-PLOTTAS,E BLANKET TYPE (*00ERT THAT AFFECTS A PORTION OF M ABJECT PROPERTY AS SM. ON TIE MM OF CARNET. I 7. I I B ) Dactar.fian •I Ce,•00, 04 o 1 1 . 0 0 0 5 or /N I. 61110101 0.0.145 B ook 1520 AN . POI. 1946. (THESE COVENANTS ND RESTRICTION AFFECT THIS PROJECT PROPERTY. EXHIBIT •A' .0 EXHIBIT 'B' ME SHORN. TIE MOP OF SURVEY) 6. (14) Petp.ival E001,wnl • • 01.1..1 in 01 der .1 TOkiy roeer /0d In 0111,1.1 Record. Book 8312, Past 1478 LAS SINAI ON M LAP OF SURVEY] PREPARED FOR: HEM'S NURSERY. INC CERTIFIED TO: SEM'S RASE.. LNG. SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE: ROBERT C. WIGHT, 00. (rot 10010114/0 10n.0 ..) PROFESSIONAL SURVEYOR AND MAPPER LICENSE MRMER LO 4965 STATE OF FLORIDA SYMBOLS LEGEND ▪ = Aerial Target = Ben* Mark = Cade TV Pant Stripe = Cade TV B. C = Can cations Monnde • - Concrete light Pole • - Concrete 0041 AIL - Concrete Utgity Pole ® - Drainage Monhde to - Cedric Box (S- ENClric Manhole _- FPC Paint Stripe ▪ = F7aC Pedeel11 Z( - Fire Hydrant p - nag Pole F.- GCS Line Apgar ,G. = Co FIIW Cop B4 - COB VON GM - Gee Meter Boo RA'S - Gce Line Point stripe ® - Grate Inlet ® - GTE manual* A - GTE Pedestal F.- GTE Marker • E Light Polo ® - 1.141 bs • = Metal Poet mID - Monitoring Well = Parking Meter 2 3 - Redahwd Water Pont Stripe ® - Reclaimed Water Box 1Sb I Reclaimed Water Valve ® - Sanl(ary Sew« Manhole O = 5«dt «y Cleatal SAWS= Sanitary Sewer Point Stripe 0 - Section Caner jh s Siamese Connection v = Sign CB - Sprinkler COMM Box YY = Sprinkler Head 113- Stop, Water Paint Stripe ® - Traffic Sgnal Box *0 - Traffic Signal Pole _ - Mater Line Pant Stripe 00 - Web Meter Et - Oster Valve Ms - Wood UMRy Pole * = Wood Light Pate • = Wood Poet • E Pohl of Ele•e11on 2.1 ,4 - Cdalatwd DY melon from Structure to Bum «y / RIgllt -of -Way Line ABBREVIATIONS LEGEND AC - Acme A/C - Ak Conditioner AVM - Aphdt Tese« A05 a Adveoce Drainage Systems A5PH - Aphdt 0/C - Bak of Gab OCCM - Board al Canty Ca misismO Medea Book BFPD - Bock Flow Prevention Device BLDG = Budding SNOT = Boundary SWF = Barb Nee Force (C) - C1OAated Data C/C - Covered Concrete CCCL - Coastal Constructor, Control Lee CCR - *011100 Corner Record COW - Concrete Driveway a - Curb Inlet i - Canter Line aF - Chain tick Fence CM - Concrete Mcr3WWn1 CARP - CWrugated Metal Pipe CO - 9040 out COLIC - Concrete COR = CN, CPR - Condo Mot Book C/s - Concrete Slob C/T - Curb TN De - Deed Back DCVA - Double Check Valve Assembly OIR = Deportment of Natural Resources DEPT Dpalment DA = Diameter DP - Du ink Mon Pipe DAM - Drainage madroU E - Eget (OAP - pptkd COIagated Metal Poo EL = EleMtbn EUW - Edge of Water E/P a Edge of 055.5001 FRCP - EOpt)ad Reinforced Concrete Pipe EMT - Easement (F) - Field Deo ECM 0 Found Concrete Monument FOOT - Florida Department of Transportation FN - Fie Hydrant FR • Found ken Rod and Cap f14 - Found Nall PINELLAS COUNTY / 1 E■ Section 6, Township 29 South, Range 16 East, County of Pinellas, State of Florida INETYPE LEGEND ENO FEND FFE 104th FOP *100 FPC FPP ERRS FT F/T FXC G/A GE 0 GV IE INV LB LP LS INS APES MN NNW MOL N/C N/T NW NANO NOS NGW NP (NR) 0/A OLIN ORB (PA) PB PC PLED PACED PEW PACSG PUP PG(S) R Boundary LM Center link EaMnTnt Line - e Edge of Mal. Jurisdictional Line Right -Of -Way LNIe - = Section Line Top Bonk « Top of helm = Toe of Slope or Gad, Beak - Found - Found Nall and 01* - Finished Floor emotion I Found Nail and Th Tab - Found Open End Nan Poe - Electric Power Box - Bectrk Power Company - Fa.d Plnd1ed Mon Pipe - Found Railroad Sok* = Feet -Fence r - Fa«d X -cut Guy Wire Anchor Grote Devotion - Groh Inlet Gos Valve - Invert ewe. - Invert Camara« Certification Number - Light Pale - Leaned Surveyor e Masonry = MItend End Section - Manhole - Mean High Water - More or to - North - Na Cap as Not Found - North Anwi an fetum - Non American Vertical Datum NNatsa301 Geodetic Suv.y - 0010.1al Geodetic Vortical Datum - Normal Peal Elevation - Non Rode' - Nerd. ceeee 0 Wee - Of6cid Record Book - Properly Appraisers Map Data Peal Book Poet of GRVWInre PMRIIM County En0i0«b1g Department - Pasco Canty Engineering Deportment - PMMIa County Surrey Department Ppce County Survey Department - Perm0ent Control Point 0 Pogue = Pahl of Intersection DO(UUENT LEGEND (L) - Lege 50,00 ptian Data (P) - Pat Book 38. pep 67 D0)0 (FOOT) = State of Rorke Stale Rood Deportment Right Of Way sop for State Road 3 -580 (Sunset Point Road). Section 15501 -2601, Dated 11- 30-60, Lost Rests. 11 -29 -82 (PCSD) - Pin.11oo Canty Right- of-Way Map for Canty Road 576 (Sunset Point Rood). Trap Keene Rood to U.S. Hwy. 19, prepared by Cumby ad Fier, loc.. Dated 11 -Il -84 Last R.N. 9 -25-92 PIO - Permanent MenII500I1on Number C - Property Line PLO = Profeselanal Land Surveyor POB = Point of Begiming POC = Pont of Commencement POL = Point on Line PRE = Pennon 1) Referee.. Monument N 504 - Professional 5lwvspr and Mapper PT = Pont of 10055407 \ Point PVC = Polyvoyl Chloride Pipe (R) - Recorded Data RCP - Reinforced Concrete Pee RID = 0.50.1ered Land 5ur0ya RNG - Range R/W - Right of Way 5 - South Sal - Set Concrete Monument CotT. PRE LB 6707 Sp1(N - Set Concrete Monument. 4 -se, FOC 6B 6707 WITNESS PT SEC - Section SHED - Seasonal High Rote: Elevation SR - Set 5/8'00 Rod and Cap. FCC LB 8707 SIR(W) a Set 5/B'Nan Rod and Cap, RE LB 6707 *MESS PT SAM - Sanitary Manhole SEW - Set Hal and 01ak. IOC LB 6707 SNMI(W) - Set NMI and DAL FOC LB 6707 WITNESS PT 50 - Spam SR - Sate Rood STY - Stay SWINE - 5w0OWet Florida Wet« Manogo9Wnt District sin - Sidewalk Thu - Te.tee•y Ballch01011 106 - Tap of Bank )RAY = IMAM. (11T) - T040d /VP - ToMM'q U/P = IMty Pala VCP - VMS. Cloy Ppe N - Nast W/ - Rxh W/F - Wood Fence 'MM - Meter Meter BLIP = Wood Welty Pole W/T - Wall Tie WV - Mate Valve e Minutes (Baring.) - Second (Bearing) = Feet (Distances) ALTA /ACSM CERTIFICATION: To Taylor Morrison of Florida. Inc.. a Florida Corporation. Chicago Title Insurance Company and Total Florida Title, Inc.: This I s to c e r t i f y ES.) t h i s map or p l a t and 1 o 5 4 0 0 vey an which it it based were made In accardenbe with she 2011 Minimum Standard Detail Requirements for ALTA/ACSM Land Title Sorveys, jointly established and adopted by ALTA and NSP5. and includes no Items of table A thereof. The field work was completed Al 3 -14 -2013. (for revision 3) Dote of Plof or Map: 3 -25 -2013 THE MAP AN0 REPORT ARE NOT F10.1. AND COMPLETE WITHOUT 1E OTHER 101 SUBJECT. WEBB'S NURSERY NURSERY SITE SHEET DESCRIPTION. ALTA/ACSM LAND TITLE SURVEY AND BOUNDARY SURVEY NRAT Nat. f- "� LEGENDS 2096 -D030 30B M�IS'LY MN WO IIOMT W M NOM THEREOF ME MT ate RIM. M *MATMIE MR M M.* RAMR NAL « M`� TA"" .1LT �pW/�■/�� Ltb FLORIDA DESIGN CONSULTANTS, We WC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 5lorha Btd. Mew P «I N00e FL. 346!6 1' ) T01. (M7) 849- 7506 - P.,, (T27) 646 -1648 Certificate of Authorization: LB 6707 -'' MAn a sTRIEY 3. MAP SURVEY mom 1 0- F4-IDH3 W. 9.0(11 U10AMSS IN m ,� s 1mAt -2s B(4�,f11� �� -' 2 �n-2pS �^ e LEO I 10-f -2005 MEW SCAM* muss ems Mos KM PAR. W I DR Fns WXN N1*em) ROW g� cane ALINTIONS OR DELETIONS TO SURVEY MAPS ROBERT C. WRIGHT. R. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMCER LS 4965 STATE OF FLORIDA awM1. � rn wee. 40. « OR REPORTS BY Ofl THAN THE SUING PARTY OR PARTIES IS PRU99TED. . NONE DWW State of Floral. sed or reproduced without written per ants. ine. Ordains, and c 5900010 WETLAND/SURFACE WATER UNE POINT COORDINATE TABLE NAD 83/99 ( FEET) 416) NATO 88 (SEE DATA SOURCES 2 AND 0619490445 13) al'un Nothing East E1ewtim D3 331020.01 415702 19 58.54 04 331010.00 415721 25 59.73 D5 331023 B6 415734.76 60.65 D6 331014 87 415751.14 59.31 07 330982.81 415759.58 50.57 08 330931.09 415763.05 59.22 D9 330912.49 415774.95 56.45 010 330659.62 415771.16 57.37 O 11 330811.75 415789.93 56.56 012 330753 20 •15905.82 57.16 013 330775 17 415763.94 56.67 O 14 330762.31 415776.92 56.52 015 330744.31 415797.75 56.35 016 330744.65 413761.50 56.32 016 330750.07 415719.21 55.99 017 330526.25 415721.99 57.41 018 330072 47 415736.04 57.74 019 330906.10 415726.31 O 20 330939.36 415713.20 58.13 021 330955.22 415705. 14 57.94 022 330993.23 415695.74 57.97 023 331021 10 415650.34 38.28 024 331040 63 415447.35 57.58 025 331033 56 415661.04 58.40 PT 330467.53 415660.32 93.04 76 330510.35 415692.26 53 -51 PIRA 330490.55 415730.31 54.34 P19 550517.54 415743.17 55.07 720 350543.75 413722.74 53.72 P21 330554.94 415711.17 54.52 722 330572.32 •15704.36 54.30 723 330620.35 415702.60 53.42 724 330653.45 415723.07 54.91 P244 330674.90 415719.16 54.01 725 330712.13 415701.74 54.12 P26 530712.60 413667.51 54.76 727 330664.09 415633.21 57.42 728 330643.73 •15626.02 55.77 729 330603.69 415622. 19 54.37 730 330679.32 415605.65 54.65 7304 3 46 05.99 415566.65 53.99 131 3310326. 97 45576.35 53.22 751A 330491.01 416576.96 53.70 NW COR OF THE 5W 1/4 OF 011 NW 1/4 OF SEC 6- 295- 16E(1) FR 1/2 11/0 N UNE OF 1191 SW 1/4 OF THE NW 1/4 OF SEC 6- 295- 16E(L) 5 R/W (NE OF 008410 AR ROAD, FOIMFRI.Y SUNSET POINT COACHMAN ROAD PER CCMB 5. PG 60(2) SUBJECT AREA = 545,436 SO FT OR 12.522 AC, MOL TOTAL UPLAND AREA = 493,226 SO FT CR 11.323 AC, MOL TOTAL NEILAND/SURfACE WATER AREA = 52,210 SO FT OR 1.199 AC, MOL Section 6, Township 29 South, Range 16 East, County of Pinellas, State of Florida N 613.77)LF') _ � 413.77(LF) (BEARING BASS) 9 UNE OF 771E SW 1/4 OF THE NW 1/4 OF SEC 6- 295- 16E(1) 31X001'(0) MONTCLAR ROAD f 4u 8/, 7[5550, 37655 E FFOOC186707 N 1/4 MR OF SEC 6- 29S -16E OCR 75723 FNO X CUT IN CORM.) u 44824 N /T T 1369.18C) I _ e 75875414.6 0 0 /6/) o ^ 66.00(76) F01 4'44' 9/4449(4) 1386.96'(1) SURFACE WATER AREA. 1,095 5O FT OR 0.025 AC. 001. NOT INCLUDED UNPlATTED DAVID B. W BB AID SHARON WEBB ORB 172559. PG 995 TIE N 600' OF THE W 300. OF RE SW 1/4 Of 777E NW 1/4 OF SEC 6- 295 -156. LOS ROAD DISTRIBUTION E50T AREA PER ORB 0644 PG 479 EXHIBIT •■• 06 ORB 13245, PG 1946 9RFACE 'MATER AREA. 11,737 50 17 OR 0.270 44 MOL N LINE OF THE sr( 1/4 OF RE NW 1/4 OF SEC 6- 265- 16E(L) 5 R/W LINE OF MONTCLAIR ROAD, FORMERLY SUNSET POINT COACHMAN ROAD PER CQ43 5. PG 60(L) / \8 MC LB 6707 X50027'4 % ' 1 16'88'(2, 50(46F605,P 2RD ,PER ORB 4609, PG 203(0 `T) 11 f9* ▪ g; 0011864 %7 RD f(Y(O 002 L CJ 5 0/64 OF 6011 446 PER ORB 4715' PG 2 () 51138'S6'E(L,C) 15'06'(LC) CORNERS NOT SET M PUNIER AREA CATE 94 • SN60 FDC LB 6707 M16E55 PT SUBJECT AREA= 545,436 SO FT OR 12.522 AC, MORE OR LESS 0/51(41 545 4464) ,r SWFTNO SURFACE 17/617R UNE (5EE LMRATME 13) 0(885 NURSERY, INC. ORB 3094, PG 315 731. . '(2`ngy aw o4 6' y' Si A PORTION OF EMIT li• OF ORB 13245. PG 1646 WESTERLY R/W OF BELCHER RD (COUNT( ROAD 94)PER on 4609, PG 20.7(2.) )NP'L ATTED U'5AM) AREA= 466'543 SO FT OR 11.169 AC, MCC SWFl1160 NETLAND/ SURFACE WATER UNE (SEE LIMITATONS 13) 581664CE WATER AREA.. 26.651 50 FT OR 0.612 AC, MOL r27uaAi 504941 ,A- NOT SET /} 1 wAI�ENN 196 6059 SET NAIL N 510E 9F lr POST EL- 64.28' (MAYO 68) 4, MATCH UNE - SEE SHEET 3 /*„A,/.2-0.141 S 9 66.08(4) J BLOCK C SUNSET POINT ESTATES PB 39, PG 67 N/F AMERICUS DRIVE(P) e 5,9060 MI x.7659 N/F BLOCK A SUNSET POUT ESTATES PB 39, PG 67 I o, THE MAP AND REPORT ARE NOT FULL AND OCMPLETE %SNOUT 11E 014469 Homer 55 00540 FLORIDA DESIGN CONSULTANTS, VCS ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 01.,6. 61.7. 540 P33I 1)469 FL. 34655 Tel: (727* 949 -7568 - F7.. (727) 645 -3643 Certificate of Authorization: LB 6707 State of Florida 51.1B CT. WEBB'S NURSERY NURSERY SITE 5NEET OE5CRIP7ION, ALTAIACSM LAND TITLE SURVEY AND BOUNDARY SURVEY 5-14-11513 1,009* UM. (la 1A5a9M9*16) t27-SN IN -0554 WAY. 50901 ream v4AO TMN4TM uo 74x1 0/44 wpm 993 (45 5560 Tow 1689144215 PAW m 1- 5lRYEltlR'S REPORT AND MOMS 7 -3. MAP OF SURVEY Z0000301°' 306 308 DINO Cana ADOMONS OR OELET13N5 TO SURVEY MAPS OR REPORI5 BY OTHER THAN THE STONING PARTY CR FAMES IS PREHENT D. 4477/6 -26 =imp 1478/6 -11 J.rl 1.0-27 -2006 .et. 1•. S91 010969 KV AN 9136517 a THE COME 71WA60r ME MST BEM W M1r15ur r1W A MO THE = WM0. ROBERT C. WRIGHT, PR0FE5510NAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA t 1013 FIo,ido De 1 T C E 1 N47 6'09'E(L.C) \ 130.01'(L.C) ni DAVID B. NEBB AND SHARON WEAR ORB 17259. PG 995 THE N 800' a TFIE W 300' CF THE SW 1/4 OF THE NW 1/4 OF SEC 6- 295 -15E LESS ROAD DISIRBUIRMI ESMT AREA PER ORB 6640. PG 479 EXHIBIT 'A' OF ORB 13245. PG 1946 U :PLATTM (TV m NOT SET FALLS N WATER WATER 0,51/E 2-21-11000 4,45.14 CRAMMER.. 414 SO FT OR 0010 AC, MOL TBLI (I 6060 SET NAIL E SIDE OF 13' PALM TREE EL- 57.06' (U864 88) MATCH UNE - SEE SHEET 2 Section 6, Township 29 South, Range 16 East, County of Pinellas, State of Florida UPLAND AL(EA- 486.513 50 FT OR 11.198 AG MEL A PORTION CF EVERT '8' OF ORB 13245, PG 1946 LARE 7- s�m�nai'c455w NOT SET FALLS N WATER SUB,ECT AREA. 545,436 SR FT OR 12.522 AC, MORE OR LESS 300.01' C 5809519 -M(C) (BEARING 88905) W LINE OF RE SW 1/4 OF THE '' NW 1/4 CF SEC 5- 295- 16E(L) EA NOT 9KLUOED YERAIO AREA - 10.709 912 FT OR 0.246 AC. MOL WASURFACE TER DLAE FAD LOCATOR DESIGNATOR MD 01098980 EL (SEE LYITATR895 13 COORDINATE TNLE) SWFWD MERANO IRE (SEE LYTA16E6 13) UNPLR ^ED FN 9 FOC LB 50, 6,5 �SWT60 WETLNO UNE FE1D LoCA1DN. RESONATION AND GROUND EL (SEE UWITA1IONS 13 & COORDINATE TABLE) 6 0 ` rcNa .04 ¢ IF MEMO IM MO U MTATBNS 13) NOT SET NEBB'S NURSERY. INC. FALLS N WATER ORB 3094. PG 315 UNPL TIED A PORTION OF MOT 'B' OF ORB 13245. PG 1946 SW660 9ELA D (SEE MCADO O 13) CODERS NOT SET FALL N WATER T■15 1515 AREA A%1' FR 5/8' •d as. FOE LB 6707 4 X55„ LIE TABLE UNE NEARING LENGTH POT 5/8 WESTERLY R/W OF BELCHER RD UDC LB 670 PER ORB 8312. PG 1476(5) URIE E E:POLOo' 4/2110 WIER r 00070 MEMO WETLAND UNE (SEE LMTATI0NS 13) MEMO VERAM3 UNE FEND LOCARON, OF9RIATION MD GROUND EL (SEE 11176110145 13 E COORDINATE TABLE) NORTHERLY R/W CF SUNSET PONT RD PER one 8312, PC 1478(L) 01 5N'iNm 15] PER CORERS NOT SET • FALL N WATER ` 11P 1111S AREA FR 5/0' roc LB 6707 TYP L13 1X15 AREA 698 19 -0 V �L�11.1aa'1 Y -�.' CURVE TABLE CURVE RADOS LENGTH CHORD BEARING DELTA RADIAL SEWN 1$II I iORT'•1111i 16LRTM1:IJ,i•.'Y I'I11E'7 5 • 6! L4 UPLAND MEAL 6.261193FT OR 0,144 0.144 AC. MOO SUNSET POINT 4) µ..S21 e',FZ STATE ROM S- T) 4 we 6_70 COUNTY ROAD 576(PCSO) :/ 706 : R/W ROM VABES(C) PE(L) SW COP CF TIE SW 1/4 OF 1HE NW 1/4 OF SEC 6- 295 -16E(U P1440 PBStJ LB 24 0M 1-12 END CRY OF 0LE4RWAIER 019(04 C'ONC MEDVN STAMPED I-12 EL -08.45 (NAND 00) 1364.24'(C) 0 25 50 MD 50' SUBJECT AREA - 545,436 SO FT OR 12.522 AC, MOL TOTAL UPLAND AREA - 493.226 SQ FT OR 11.323 AC, MOL TOTAL WETLAND /SURFACE WATER AREA = 52,210 SO FT OR 1.199 AC, MOL 51E11I0 WEILMD/BURFACE WATER 1U M ET� RAO 83/99 (S U n MO 88 (SEE DATA SOURCES 2 AND IMITATIONS 13) D440wUon NorN•Y9 EeRiq 04.480.1 P▪ 2 P3 P4 P 44 P6 P6 PIO PIP PI2 PIS PP15 5 PIG PIT PI2 P32 SR 56 05 510 4118 212 . 13 4 • 5 WIG 211. avA WI8 215 W2-I 112-2 52-3 82 -34 52 -4 52 -5 Ri 112 -7 02 -0 62 -9 82 -10 6-11 330474.42 415559.65 53.20 330459.97 415557.61 53 -60 330436.74 415544.72 53 -69 530400.54 415567.55 51.96 330414.49 415513.29 330447.48 415536.72 52.40 336470.54 415621.77 53.13 350466.42 415704.06 53.14 330426.47 415706.41 52.99 330354.64 415709.57 53.27 330346.72 415717.51 53.51 530502.67 415729.59 53.65 39021626 415752.33 32.59 330511.40 415767.09 53.66 330543.65 415773.95 53.66 330973.12 415769.20 93.94 330441.33 415763.02 5427 330475.66 419563.41 53 19 350021.09 415765.77 54.69 530026.97 415770.77 56.04 334044.13 415782.57 55.90 330067.07 415766.55 55.46 330079.56 415767.27 53.35 330094.10 415765.72 54.57 330101.53 415755.59 34.44 330125.55 415743.42 53.63 350151.47 415715.55 52.72 330223.83 415700.70 55.45 330219.29 415675.11 53.29 330323.40 415045.59 330351.07 415566.34 52.91 330373 05 415573.40 52.96 330397.45 415977.52 51.74 330402.65 415574.51 330453.46 415545.16 52.62 350474.35 415332.76 54.13 329819.22 415442.95 57.75 529011.59 415470.69 67.05 329819.94 415496.03 67.67 325821.65 416543.07 56.54 329543.06 415560.61 55.59 329082.10 415597.55 55.26 329882.55 415616.57 52.20 321094.00 415130.06 52.74 329986.53 415185.51 52.66 32419.44 411556.20 53.06 321039.25 416716.54 53.21 321983 77 415725.05 FLORIDA DESIGN CONSULTANTS, INC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 6 PLANNERS 5050 Slwk4) 01,4. N.. Port RkMY FL, 34655 TN. (727) 049 -7565 - Fen (7271 040.5640 Certificate of Authorization: LB 6707 State of Florida SUBJECT. WEBB'S NURSERY NURSERY SITE 525E7 DESCRIPTION. ALTA /ACSM LAND TITLE SURVEY AND BOUNDARY SURVEY 3- 14-9983 E 511100 80 1100110115 15) O17-2012 /2102211022 AR 1. SIRIEYLR'S REPORT 810 LEGENDS 2 -3. MAP OF 54830Y IPA IR-1 -2005 1010E 9080 521085 166 0100 V/0 PM. 00 965 UM 100489) L6 OlooTv minims OR DOEINMS 10 SURVEY MAPS OR REPORTS BY OTHER 154441 iK 001510 PARTY OR PARTIES 6 PR010011ED. SS Ti3 1306.6010) N/F NOW5039'E o /KF) 2730.04' 0 /4(F) FOP 3/4'(') BLOCK SUNSET POINT ESTATES PB 39. PG 67 FIR 5/0' N/C(') 703 4 sec CENTER -255 -t0E 06I 75744 MAO PCSD MS 3014(0) RE MAP AND REPORT NE NOT FULL MD COMPLETE WMOUT 111E OTHER 2000- 00301 306 44410 M14� 1477/0-20 R1470/0-11 98.0 -27 -mm I' - 00' V T THE F ,80 00 T3 9 VIAL RAP25 rIJODA LNf1100 4ut4o44-NW YAPPER. PROFESSIONAL T WRIGHT SURVEEYORAND MAPPER LICENSE NUMBER L5 4965 STATE OF FLORDA 064, 3 3 0 8 3 0 1 2 ©Copr5hl 201.3 Florida Design SURVEYOR'S REPORT MAP OF BOUNDARY SURVEY: THE NAP AND REPORT ARE NOT FULL AND COMPLETE WITHOUT TOE OTHER. (SEE SHEET INDEX IN TITLE BLOCK) LEGAL DESCRMTION: (SEE DATA SOURCES 3) A parcel of land being • perlion of the Southwest 1/4 of the Northwest I/4 of Section 6, Township 29 South. Range 16 Encl. Pine," County. Florida. being mere Po ticalarlydescribe. qv follows: Commence a 1 the Southwest comer the o Soelhve.l 1/4 of the Norih.ast 1/4 of Mc11o, 6, TOwnahlp 29 South Rome 16 East. Pin.11es Ceuo1y. Florid.: PDD'34'4H'W, along the Wes? of meld 6000...? 1/4 e e Narth.esl 1I /ono Section 6 Mooing the . . . . . ? ? el bearings this legal doscri IIlenl, for 70.95 TM pole? of i act ?on with the Northerly Right -ef -Way I 1 Sunset Mist Rood Rood (Slate Reed n9 -5881 a ending lo Ofli41a1 Regards Boat 13312. lie. 1478, .f The Public Records of Pinallac County. Florida, came being the point i n n- tangent a 1N gamest c e beleg the POINT OF1E ?I FNING: Thence Eas ter ty along mid Nor Tlerly 14101 -el -Way , of Smog? Point M .8 Reed (Stale Read 545) ding le 011?ciel Boob 8312. page 1414, elem ohm ate of sold fel.. Tem o radial Searles of 10015(515'E. hewing a radius at 34,120,10 feet, o central male of 00624'50', en91h o 246.30 ono chord gearing Se9'49'41•E 2•6.50 reel the Imint of to Ilh a an- Lance?, : thence I lag said Northerly Right -ml -Way door elm Smoot Pointe Mod Mal. 'Read S -588) occordim to 01,00 Records BOOM 8312, pogo 1478, N50410'18'E, ter 35,77 feet; thence NS5437'03'E, ter 34.61 feet: thence 02•E, ter 27.73 feet; ,hence N7R56'26'E, I 35.22 feet: thence 565'03'37.E. 30°3. r a for 17.00 eel; thence N35.38'47'E, for 24.23 thence 034 NAIMESSTE. 45.45 foal: Thome O''II'M'E, 2.64 ibenco N54648'04'E. far 14.46 I.e1; Thence 166611'26'W, lerr 27.00 feet: thence N34'3I'34'E, far 90.00 le.? Thome N0Y03'OO'W, 56.68 teetr Thome NCS'31'10'W. ter 115.04 feet: thence N34'91'01M, r 207.11 .el; thence N29118.06.11. tar (7.9 teat: a N4rx'0S'E. 130.01 thence N16.26'I2'E, r 217.95 feel; tthe ea ND3'16'30'E, far 223.16 toot: thence N16'25'SL'W. Our 46.91 feet: ?15. NO0400'00E. for 109.72 lee. to Me 6 thoseMien P116 North 1 et the Southwest 1/4 a the Northwest 1/4 of ISootie4 6, seme being the See1T Right-of-Way Ilea a1 Monte,. Read, according le Beard or County .. Southwest Minafo Mao 5. pose 60: Thome. $40055'41-11/. eleng sold North line of 1t. Southwest 1/4 el the Noriborml 1/4 of Section 6, mom being said South RIOT -et -Wm ?Ins of No6tcleir Reed. according 1e Hoard f County Camni a s . a n Minute Beek 5. Page GO, ter 413.77 1,5 to t • M.Th./mot 0 54'41 said Southwest I/O ai the Northwest 1/4 el Se4(1om 6, Thence 500'34'414, oleo' ,sold West line a e Seothuasl 1/4 of le. Northnct 1/4 el S.ctlon 6, far 276,57 feet le the POINT OF BEOI1NING. Containing 489.204 square Taal .r 11.230 acres. norm sr ices. ISHOM AS (L) ON TIE MAP OF SURVEY) ACCURACY: I. THE ACCURACY STANDARD USED FOR THIS SURVEY. VEY. AS CLASSIFIED IN T MINIMS TECHNICAL STAMM05 (52 -17 FACT. IS 'CO*ERCHAL/HIOH RISK-. TIE MINIMA* RELATIVE DISTANCE ACCURACY FOR THIS TYPE W RRVEY IS I FOOT IN 10.000 FEET. ALSO SEE TIE ALTA/ASO4 CERTIFICATION. E. PRIMARY CONTROL POINT POSITIONS FOR THIS SURVEY NERE ESTABLISHED FROM A MINIMUM W TWO (2) 1040811 CITY OF CLEARWATER. FLORIDA CONTROL POINTS (SEE DATA SOUR0E5 11 USING MORAL POSITIONING 1ET1ED5 WITH REAL 711E KINEMATIC SESSIONS (RTK) . TIE MAX... POSITIONAL UNCERTAINTY OF TIE PHYSICAL SECONDARY CONTROL POINTS IS COMPUTED TO BE 0.033 FEET (10.5 MILLIMETERS) USING TIE ALGEBRAIC 5LM ATM OF TIE PROCESSED POSITIONS. 5. HORIZONTAL CORROL MEASURDENTS WERE MADE W1111 A TRANSIT AM STEEL TOPE. OR DEVICES WITH EOUIVALEM CR NIGHER DEGREES OF ACCURACY. •. CONTROL ELEVATIONS FOR THIS 51RVEY APE BASED A LEVEL LOOP USING DIFFERENTIAL LEVELIND TECHNIQUES. CLOSURE ACHIEVED IS 0.004' ERROR IN A 1.05 YULE LOOP LENGTH NINON EXCEEDS TIE MINIMUM ACCURACY REQUIREMENT CALCULATED AT A MAX IMAM MIS - CLOSURE W 0 -051 FEET. DATA SOURCES: I. IORIZO TAL COORDINATES (IN U.S. SURVEY FEET) FCt THIS SURVEY NM BASED ON RE CITY OF CLEARWATER 009(2 41 IETION, NORTH MERICI11 DATA 1983/1999 ADJUSTMENT (MD e3/SII. FLORIDA STATE PLANE COORDINATES, FLORIDA EST ZONE (902). CONTROL POINTS UTILIZED ARE: (a) A FOUND CITY OF CLEARWATER MASS 015K STAMPED 1 -I I', DESIGNATED IT TIE CITY OF C1.URWATER Y 1-01' (NCITHI90 • 1,329.769.2100. DATING • •12,812.3•00): AM (b) A FOUND CITY OF CLEARWATER BRASS DISK STAINED '1 -I2', DESIGNATED NT THE CITY W CLEARWATER AS (9OR1 (505 • 1,329,777.9100, CASTING • •19.561.9260(: MOTH AS PUBLISH. SY TIE CITY OF CLEARWATER TES SITE. I ewe ,0? - I?.e.) 2, BEARINGS FOR THIS SUMO ME IMM O UPON TIE WEST LOSE OF THE 90UTTAIEWT 1/4 OF THE NOM/NEST I/4 OF SECTION 6, T9M9UIP 29 60U1H, RANGE IG EAST PAELLAS OCNRT. FLORIDA, Wiles 100•34'41•, AS 3090? ON M MAP OF SURVEY. 3. TIE LEM, DESCRIPTION NORM IEIEON 555 CREATED SY FLORIDA DESIGN CONRLTMTS, INC.. AT TIE CLIENTS REQUEST •. IRIS SURVEY WAS PREPARED DUI TIE BENEFIT OF M RCMP) DOCL EOTS Y REFERENCED HEREON. ALL OF M PUBLIC RECORDS OF PIIELUAS COUNTY. ELMIRA. S. CERTIFIED COINER RECORDS WERE a6TA1IEO FINN TM FLORID. 6EPARTAENT W ENVIRONMENTAL PROTECTION LAM BOUSMY INCNLTIOI SYSTEM HER SITE loom.? a6 ins .erg) E. ELEVATIONS ARE RAMFD IRON M CITY W CLEARWATER VERTICAL IETBOBI, NORTH MERMAN VERTICAL DATE OF ISIS MAYO 00). CONTROL 9ENCHIAN9 UTILIZED ME: (v) A FORD CITY OF CLEO/EATER BASS DISK STAINED 1 -I I'. °ESTIMATED BY M CITY O CLEANATR AS '1 -It' ELEVATION • SO 0051? AM III A FORD CITY OF CLEARWATER BRASS DISK STRAFED 1-It'. OESIMATED BY M CITY O CLEARWATER AS 1 -12' ELEVATION - 50.464; BOTH AS NM ASK D SY M CITY OF CLEARWATER SETT SITE. tow.. el pi earn) T. THIS SURVEY WAS PREPARED WITH M BENEFIT W TAT CERTAIN STATE OF FLORIDA STATE ROAD DEPAIMENT RIgM OF AY IMP FOR STATE ROM S -5138 (SUNSET POINT ROOD), SECTION 15501 -2601. OPTED II -30-60, UST REVISED 11- 29 -42. [SHOWN AS (MOT) ON TEE AP OF SURVEY] 9. THIS SURVEY WAS PREPARED WITS M BENEFIT W THAT CERTAIN PINELLAS COUNTY RIONT -OF -MAY MAP FOR COUNTY 8019 576 (5110ET POINT ROAD). FROM KEENE ROAD TO U.S. 501' 19, PREPARED BY GRIM MM FAIR, INC . . DATED 11- 16-06, LAST REVISED 9- 25 -92. 19NOM AS (70001 ON M IMP CF SURVEY) 5. THIS SURVEY WAS FRE2ARE6 WIN M BENEFIT O TAT CERTAIN ALTA/ACSM LAID TITLE SUNNY MO BOUNDARY SURVEY PREPARED 6Y FLORIDA DESIM CONSULTANTS, INC.. LAST REVISED S- 14 -2013- LIMITATIONS USE OF THIS SURVEY BY N(YONE OTTER THAN THOSE PREPARED F./CERTIFIED TO, WILL BE THE RE -USERS SOLE RISK WITHOUT LIABILITY 70 THE SUREYOR. 2. THERE MAY BE ADDITIONAL EASEMENTS AND /OR RESTRICTIONS AFFECTING THIS PROPERTY THAT MAY OR MAY NOT BE FOUND IN THE PUBLIC RECORDS OF 10(5 COUNTY. 3. PRINTED DIMENSIONS SWORN ON THE NAIVE). SUPERSEDE SCALED 011,EN5 IONS. TIERS MAY BE ITEM DRAWN OUT OF SCALE TO Ct0PHICALLY SHOW THEIR LOCATOR& 4. CALCULATED IC) GEMETRY STOaa HEREON WAS CALCULATED USING FIELD LOCATED POINTS AND CERTAIN PUBLISHED DATA (DEC DATA SOURCES), 5. SHOWN ANTMERE ON THIS SURVEY, TIE UORD 'CERT OFT' IS UNDERSTOOD TO BE AN EOPRESSION OF A PROFESSIONAL OPINION BASED UPON TIE SURVEYOR'S BEST KNOWLEDGE. IIFUWMTION AND BELIEF. AND THAT IT THUS CONSTITMIES NEITHER • GUARANTEE RCN A WARRANTY 6. SUBSURFACE FOUNDATIONS AND THEIR LOCATIONS HAVE NOT BEEN (ETERNISED. 7. IRNISATION EMINENT AN0/011 THEIR APPURTENANCES NAVE NOT BEEN LOCATED UNLESS OTTEAISE SHOWN ON MAP OF SURVEY. 8. TIE LOCATIONS OF ME 4OIOER000U D UTILITIES AND /OR THEIR APPURTENANCES WERE PERFORMED BY A FIELD SURVEY AND ONLY LOCATED AS SHOWN ON TIE MAP OF SLRVET. ONLY THE UNDERGROUND UTILITIES AM/OR THEIR APPURTENANCES 1N1CH WERE v1615LE Mad COINS LEVEL TO TIE SURVEYOR ON TIE ACTUAL DAY OF THE FIELD SURVEY WERE LOCATED AND MAPPED. NO ExCAVAY IONS OR SUBSURFACE WORK EFFORTS OF ANY KIM SERE PERFORM/ BY THE SURVEYOR TO VERIFY THE EX101ERCE OF NIT 1.0050 011 UTILITIES AM /OR THEIR APPURTENANCES. TIE SURVEYOR IMKES NO GUARANTEE THAT THE IUIDERIROND UTILITIES AM /OR THEIR APPURTENANCES NOM COPRISE ALL SUCH UTILITIES IN THE AREA. EI11ER IN SERVICE OR ABA1SOED. 9. LEFT CLAM INTENTIONALLY 10. HKRIZONrAL DIAENS1011S FROM 6DIREINRY LINES TO LOCATED ITEM WHICH USE SYMOLS (SEE 0*056L6 LE0EM) ARE 1040 ED TO REIN CENTER. 1, NO MNP1Y aF INTERIOR FEATURES WAS PEIFOWED. 01L0 M VISIBLE 11PROVEMENTS MICA ARE PEM OR CROSSOVER THE SLOJECT PROPERTY LINES WERE NAPPED AM SHORN . RE AP OF SURVEY, 12. TIE I1FOW16TI0 ON ADJOINING PROPERTY DRIERS WAS SUPPLIED TO TIE SURVEYOR. IS. TIE Series) 9ETLAS /RRFACE INTER LINE LOCATIONS ME PER OE SURVEY REFERENCED IN DATA SOURCES B. WINO 5ETLAS /SURFACE WATER LINE LOCATIONS ME NOT A PART OF THIS DAVEY. SAID SURVEY STATES - 6ETERWI1ED IN TIE FIELD BY TROY KILLEEN OF FLORIDA DE51. CONSULTANTS, INC. SETTEES 7 -21 -MOO AND 7 -30 -2005. TIE FLAGGED FIELD 6UFNE WETLAND /SURFACE 1MIES LINE POINTS SERE FIELD LOCATED BY FLORIDA DESIGN CONSULTANTS. INC. SETTEES T -21 -2008 NO 427 -2008, TOE SWFM5 WETLAM /SUFACE AIR LUTE WAS FIELD REVIEWED NY PATRICIA A. FRANTZ. SENIOR ENVIRONMENTAL SCIENTIST. TAMPA REGULATION DEPARTMENT. SOUTMEST FLORIDA WATER AMIIACE5ENR DISTRICT ON 9 -20- 2000'. 14. A SCALE FACTOR OF I .000007412 SHOULD BE CONSIDERED OCRIN6 GROUND EFFORTS. I5. OR161NAL FIELD WORK WAS PERFORMED OETWEEN 3 -13 -2013 AND 3 -14 -2013 AND IS CONTAINED IN FIELD BOOK 1477. PARES 36 -41. IS. UTILITY PAINT STRIPES MOM ON TIE IMP W SURVEY ONE FIELD LOCATED ON TIE ACTUAL OAT OF TIE FIELD MIMEY, IT IS UNKNOWN TO THIS SURVEYOR WHAT ENTITY DANCED SAID UTILITY PAINT STRIPES, OR THE ACCURACY W SAID UTILITY PAINT STRIPES. IT. THE FIELD MOMAENTS SHORN WITH (o) HEREON ARE FROM TIE SURVEY REFERENCED IN DATA SOURCES 9 AID WERE 1601 REAEASUiED FOP THIS BOUMARY SURVEY_ BOUNDARY INCONSISTENCIES: MT AMMAN AND /ON OIMENSIO& DISCREPANCIES SCREEN TIE LEGAL IIESCRIPTIO )S) AM TOE FIELD LOCATED OCCUPATION BOUNDARY CORNERS, AIM BOUNDARY LONERS WITH 104L51PLE BOUIOARY MOMENTS ALONG WITH THEIR CORRESPONDING 004000ANT DIRECTIONAL MISSES. ARE SIIOMI4 ON POP OF SURVEY. APPARENT PHYSICAL USE: THE SUBJECT PROPERTY IS CURRENTLY BEING USED AS A TREE MD PLANT NURSERY KNBM m mess' S NURSERY. EASEMENTS/RIGHT-OF-WAY: t. THOS MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS AFFECTING THIS PROPERTY TAT CAN BE FOUNT IN THE PUL1C RECORDS W THIS COR=Y. 2. THE RIGOR-OF -MY FOR .EDGIER ROAD (COUNTY ROAD N) ADJACENT TO TIE SUBJECT PROPERTY IS ACCORDING TO OFFICIAL RECORDS SOAK 4606, PAGE 203 AND WFICML IECOMS SOCK 4512. PADS 1470. BOTH OF THE PUBLIC RECORDS OF PINELLAS CONTY, FLORIDA. 3. RE ROT-CF-WAY FOR IONTCLAIR ROM (FOIWERLT SIINBET POINT C000NN MID) ADJACENT TO TIE SUBJECT PERENTY IS AGCONOI/S TO SIMD OF COUNTY COMISOIOIFAS MINUTES 8001( S. PARE 60. OFFICIAL MOMS 1001( 4RM9, PAM 203 AID OFFICIAL MEMOS EOM 4715, PARE 2002. ALL W TIE PUBLIC IEC5RD5 OR P0EL1A5 COUNTY, FLORIDA, 4. THAT POTION OF TIE RIGHT-W-AT FOR SUNSET POINT TDAD (COWRY ROAD 576, FORMERLY STATE MAD 0 -S11•) ADJACENT TO M SUBJECT 2 0ERTY IS ACCORIIMB TO OFICIAL RECCMS Mar 6312. AYE 1478 W WE PUBLIC WORDS W PINELLAS COUNTY. FLORINS_ S. (I2) Eeswnt).) granted o P101i00 PD..r Coo pePalien motels. I. B1.tr16O Slea Eeeaee00 r card. llP 011101/1 Meth M. 0640, so 471. [THIS SOCl/ENT 6ESOR15ES M (00101 Y '17175 five Heel ms map aid. of 50e meter l Ina ml N.elae'0 loci l I lies', THIS IS A NON- PLOTTAKE BLANKET TYPE EMINENT TINT AFFECTS A PONTION OF M SUBJECT PROPRTY Y MOWN ON M AP W 9RVET. ) 6. 513) Mcleretia. .t G M11010l l.s recorded le Ol ilelel Reeomls Seek 13245. Pogo 1946. IMSE COVENANTS AM RESTRICTIONS AFFECT OUTS REJECT PROPERTY. E1OIRIT 'A' MO EXHIBIT 'B' 001E MOM ON M NAP OF SURVEY) 7. 114) PDrNlwal R....y Easaw.el a • nc ee m la?1 I. Order el Tok?c5 r c4,Nd in emir 01110101 Roger,. 8312, P.P.m 1170Y M ( SHOWN ON AMP OF SURVEY) PREPARED FOR: NIB'S NURSERY. INC. DOMED T0: W DO'S NURSERY. INC. ,SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE INSERT C. MIGHT. JR. PROFESSIONAL 51RVETOR ANO MAPPER LICENSE RAVER L5 4965 STATE OF FLORIDA SYMBOLS LEGEND + = Aerro) Torah * = Bench Mule • Cable TV Pohl Stripes • Cotle TV Bo. ® = Cammualcouons Monhde * - Canere09 Light Pale • - Concrete Poet OA: = Concnle Utalty Pole 1® = 01110052 Monhde ED - Eleclria Box 0 - Electric Manhol. EMT= FPC Paint Stripe .9, = FPC Pedestal Fke Hydrant S = Floe Pde IA.. Gas Um Mother {y - Gas F1)er Cap - Gm Value D®= Gas Meter Box 9,2 = Goo Lire Pont Stripe ® = Grate Inlet . GTE Manhole • GTE Pedestal P: GTE Maker • . Guy Moe G - Light Pale ® - Mal Boo e = Metd Post ® = Mon11015 Wdl 4 = Poking Meter ETAn = Reclaimed Water Paint Shim RS = Reclaimed Water Bo. - 000011n. Water Value - Sanitary Sayer Manhole O = Sanitary amnoat = Sanitary Sewer Point Stripe - Section Corner Siamese Connection Sign ED Sprinkler Control Box C - Spr0Me1 Head = Storm Water Point Stripe ® - Traffic Signal Hair [03 - Traffic Signal Pole _ = Water Line Pane( Stripe ® - Water Meter - Water Vd.e ti = Wood Utility Pole * - Wood LIgh1 Pole • a Wood Post Paint of Eleeatlan 25-2 to Boundary / Right-of-Way LI.. Structure ABBREVIATIONS LEGEND AC A/C ADW ADS ASPH B/C BCCM BFPO BLDG 5007 BTF (C) C/C CCCL CCR COW CI t CLF CM OP CO CONC COR CPS C/S C/T OR OCVA DNR DEPT DIA OP UTAH WISP EL EOM E/P FRCP (SLIT (F) FCM FDOT M FR FN AS Cadltio,sr - Asphalt Driwwoy - Advance Orokwge Systems - Asphalt - Bark of Curb - Mad of Canty Camm®lo.. Mato Boot Beek Flow Prevention Devine Buidng - Bab (Me Fence Calculated Data = Covered Concrete - Coastal Construction Control line . Certified Comer Record Concrete Driveway - Curb Inlet Cuter Lie Chain Link Fence = Concrete Manmment - Corrugated Metal Pb. - Clean out - Comma - Corner - Cando Flat Book = Conant. Slab _ (116 n. Deed Book - Double Check Vohs Assembly De0er6na4 N NAM* Resources - Overtime( - Dbaeter - Ductile ken PM Drainage /ADMaIe = Evt - Owl,. Cemugeted Metal Pipe - Devotion Edge N Water - Edge of 2.0wUnent = MAIM Reinforced Comets Pape = Emement - FARM Data Found Concrete Melurnant - Florida Deportment of TraaspatatTos Fire Hydrant - Found Iron Rod and Cap - Fond Nat Section 6, Township 29 South, Range 16 East, County of Pinellas, State of Flo /ids VICINITY MAP f PINELLAS COUNTY ( g� ST LJNETYPE LEGEND FWD FROM Pro FNi1T FOP FPS FPC FPP FRRS FT F/T PVC G/A GE O GV E Nv LB LP LS MAO APES MO MOW VOL N/C N/F HAD NAVO NOD NP (NR) 0/A 02114 ORB (PA) PS PC PLED PACED PC5D PA6D Pa PC(S) R Boundary Line Canter Low = Comment U,ne = Edge eI Water ARMdbtbnd Ilse Right -Of -WAY line - Section Line Top Bank or Top of Berm = Toe of Slope or Grade Break = Found - Fmnd Nay and D.* - Finished Floor Devotion - Found Nay and Tin Tan - Found Open End Iron Ppe = Electric Power Bas Electric Power Company = Found Pinched Iron Pipe - Found Railroad Spike - Feet -Fence TM - Fond K -ant - Guy IN. Anchor - [rate 5ewtbn - Grote 61.E = Cos Valve - Invert U.WNon - Awrt = Corporate Certification Number = Ught Pale - licensed ammo - Naoory - Mitered End Section = Manhole 0 Mem High Water = Mere or Um - Not No CRP - Not Found - North American Datum - Noel Amer(out Vertical Datum = Notional Geodetic Survey - Ne5Mnd Geedetio Vertical Darken - Normal Peel 00Metlen Nan%Mel - Overhead Yoe - Official Record took - P'RP017 Apgr6Mers My Dote Plat Beak = Point of ampler. Pinellas County Erginserkg Department - Paseo County Engineering Department - !Melba County Survey 009000 mot - Pomo Canty Survey Department - Permanent Control Point - POgRO . Point of intersection e PLS POB POC POL PRM PSI PT PVC (R) RCP RLS FDIC R/W DOCUMENT LEGEND (L) - Legal Description Data (7) - Pbt Book 39, page 67 Data (FOOT) - Stets of Deride Stets Rood Overtmsnl Right 01 Way Mop for State Rood 5 -568 (Sunset Point Rood). Section 15501 -2601. Dated 11- 30-60, lest Revised 11 -29 -82 (PCSD) - Pinellas County RIght -of-Way My for County Rood 576 (Sunset Point Road), from Keane Road to U.S Hwy. 1A pr.paed by Cumby old Fair, Mc., Dated 11 -15 -8M, Last Revised 9 -25-92 - Permanent I06MI0cotiom Number = Preparty UT. = Professional Land Surveyor - Paint of Beginning . Point of Commencement - Point on Une - Pommeled Reference Monument - Pro5NOmd Survey of and Mopped- = Point of Tangency \ Point - Poirdnyl Chloride Plea - Recorded Data = Reinforced Concrete Pipe - Registered Land Sump,. - Range - Rlpht Al Way - Soule 5CM - Set Concrete Monument. 4.00. PRM 113 6707 SCL0(W) - Set Concrete Mawment 4x4', FDC LB 5707 NTIESS PT SEC = Section SOW - Seasonal High Water Devotion SR - Set 5/6'6on Rod and Cop, FOC 113 6707 OR(11) - Set 5/B1kan Rod and Cap, FOC LB 6707 WITNESS PT 54I - Sanitary Manhole 91110 - Set Nall ad DIM, FDC LB 6707 911D(W) - Set Nall and OINK. FOC LB 6707 NTNESS PT SD - Square 5R - Stet. Rood STY - Story Sanaa) o Southwest Florida Neter Manoge 511 DMbot s/W - Sidewalk TIN - TervRay Benchreak 104 - Tv of Bank TRAY - Ts.,... (TIP) - Typical 17► - Township LOA' - OMEN), P.O. VCP - Vitrified gay Pipe W W/ W/F W/T WV Wood Fence - Wale MM. - Wood UL M7 Pale = Wall Tie - Water Valor = Degrees = Minute (Borings) Seconds (Bearing) - Feet (Distances) M NAP AND REPORT APE NOT F1A1 AND COMPLETE WITHOUT M OTHER peeve JTF Cleeteet LC5 905 FLORIDA DESIGN CONSULTANTS, R ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 6 PLANNERS 3030 51a0e N.. New Port NcM) FL 34655 T.I. (721) Hag 415.8 - Fe.. (7271 540 -3648 Certificate of Authorization: LB 6707 State of Florida SUBJECT. WEBB'S NURSERY HOMESTEAD SITE SHEET DESCRIPTION. BOUNDARY SURVEY 1. SR9EEVIRS REPORT AND LEGENDS 7-3. MAP OF SURVEY 2f106 -OObr ' 306 DATA eV. 0477/36 -41 here MINAS ADDITIONS OR DELETIONS TO SURVEY MAPS OR IEPON76 BY OTHER THAN M SIGNING PARTY OR PARRS 51 PROMOTED. UWt 3-14 -2013 er 101101. VW vac NONE MOM VALS M M ererlrai'1WEtm�R *Tie 5Nc F 0. CDT Des of aft.. MOP.. mMwE.ee AM, MmF.EN. ROBERT C. WRIGHT. JR. PROFESSIONAL SURVEYOR 0 LICENSE N00000 L5 4965 056MAPPER STATE OF FLORIDA 3 01 1 01 ONOA SUBJECT AREA = 489,208 SO FT OR 11.230 AC, MOL TOTAL UPLAND AREA - 197,493 SO FT OR 4.533 AC, MO). TOTAL WETLAND /SURFACE WATER AREA >< 12.832 SO FT OR 0.295 AC, MCA LAKE AREA = 278,883 SO FT OR 6.402 AC, MCI N LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC 8- 295- 16E(L) S R/W UNE OF MONTCLAIR ROAD. 1FRLY SUNSET POINT COACHMAN ROAD PER COAB 5. PG 50(L) CURVE TABLE CURVE RADIUS LENGTH CHORD BEARIG NILO. RADIAL BENING Cl 210.00• 112.75 111.40(C) S7499.22'50 044541' NO027.48'E C2 34120.10' 97.60' 67.203'5'3 539E4'2616(F) 0055.50' 900v569'E C3(L) 34120.17 246.50' 246.50•€) 50639'41'E(F) 0024'50' 50022'043 RR 5/11' FDC LB 6707 MONTCLAIR ROAD(F) 40 RNPA 26015.16 b 5019140 WETLAND /SURFACE WATER UNE 11.091T COORDINATE TABLE NAO 63/99 (IN US SURVEY FEET) AND NAVD 88 (SEE DATA SOURCES 2 AND I9AITATN2IS 13) DeMgnotlon N5rMYq EaAing Dev0NOn 03 04 05 06 07 DB 09 DID 011 012 013 DID 015 016 016 017 016 019 020 021 022 023 024 023 P7 P1 P14 P19 P20 P2 P22 P23 P24 2244 025 P26 P27 029 1429 P30 P304 P31 P31A 331020.01 331010.00 331023.86 331014.87 330962.81 330951.09 330912.49 330859.62 530411.75 330753.20 330773.17 330762.31 330744.31 330744.65 330740.07 350628.25 330672.47 330906.10 330939 56 330955.22 330893.23 331021.10 331040.63 331035.46 530407.53 330510.35 530490.53 330517.54 350545.75 550354.54 330572,32 350620.35 350653.45 330674.90 350712.13 330712.60 330664.06 330645.73 310903.69 530679.32 530546.99 350526.97 350491.01 4(1702 19 415721.25 415734.75 415751.14 415759.56 •15763.03 415774.95 415771.16 415759.93 •15806.52 415705 94 415776.92 415797.75 415761.90 415719.21 415721.99 415736.04 415728,34 415715.20 415706.14 415695.74 •15650.54 415647.55 415464.04 •15640.52 415492.26 415750.54 411743.17 415722.74 415711.17 415704.59 415702.60 415723.07 415719.16 416701.71 415647.31 415633.21 415626.42 415422.19 •15996.95 •16596.96 415576.30 415575 -96 55.84 59.73 60.65 59.31 55.57 59.22 50.43 57.37 56.55 57.16 56.67 56.52 56.95 56.52 55,99 57.41 57.74 57.74 58.13 67.94 57.97 65.25 57.40 NI 40 15.01 55.11 59 54 55.07 53.72 54.52 54.50 55.42 54.91 54.01 54.12 54.71 57.42 55.77 54.57 54.65 53.59 53.22 53.70 300. '(C NW COIL OF THE 1/4 OF THE NW 1/4 OF SEC 6- 295- 16E(L) FIR 1/2' N/C SURFACE WATER AREA- 1,095 50 FT CR 0.025 AC. MOL NO01I0.00'E(L,F)'_ 109.774.,1) LA' EFT, 7 90Y ` 9 4/1, \II\ tr N8955.41'E(F) 600.78'(1) N LINE OF THE SW 1/4 OF THE NW I/4 OF SEC 6- 295- 16E(L) S 0/04 LINE OF MONTCLAR ROAD. FORMERLY SUNSET PONT COACHMAN ROAD PER COATI 5, PG 60(L) UPLAND AREA - 197,493 50 FT OR 4.533 AC, MOE 1�p SUBJECT AREA 489,208 SO FT OR 11.230 AC, MORE OR LESS No NIEIIOR MAIMING DF FFARI TES (IF ARA PERFORM) (SEE MUMS II)) UN/PLATTED A !141: 1 VP MIME, SURFACE WAIR UNE (SEE 189TAIIONS 13) 5009910 SURFACE WATER (SEE 1)60611010 13) SURFACE WATER AREA. 14.690 60 FT CM 0.341 AC. MOL 5414410 SURFACE MAR LAE FIELD LOCATION, 9®W4111014 AND GROUND EL(15P) (SEE LB6TA110N5 13 & C60ROWAS TABLE) \t` Are Ik �G 44 65 U NPLATTED A PQtRON OF MINT 'B' OF ORB 13245, PG 1946 FIR 5/8' FOC 18 6707 /RR 5/e' FDC LB 6707 S0027'47"W(F) 16.86'(1) 1356.96'(C) 0040'1'8(0) 0216) os FOE n 16 6 5 R/0 OF MONTCLAIR RD PER ORB 4609. PG 207(1) S R/N OF MONTC 106 RD PER ORB 4715, PG 2002(1) 51158'56'E(C) 15.06'(C) WESTERLY 0/10 OF 8ELC ER IA (COUNTY ROAD 94)PER ORB 4600, PO 203(L) IZN Section 6, Township 29 South, Range 16 East, County of Pinellas, State of Florida 0 25 50 100 - 30' COAER5 NOT SET ,NN PUNIER PAEA DAVID 12 WEUB NA SHARON WEBS ORB 17219. PC 995 iFE N 600' OF THE W 300' OF 14E SW 1/4 OF 141E NW 1/4 OF SEC 6- 295 -151; LESS ROAD DISTRBV1IN MT AREA PER ORB 9640, PC 479 E10981T 'A' OF ORB 13245, PC 1946 \ SURFACE WATER NREA ,1,737 SO FT OR 0.270 AC, MOL f� di a I 141n' Palo .41G2a :'; 4: Y7 fA1 PnA k 115q ...mod!' -�DI . ..�..i� 500111.10 1ER.AND/ SURFACE WATER UNE (SEE UAITAIIQ/S 13) SURFACE WATER AREA - 24,651 SO FT OR 0.652 AC, M01 NOT #CURED 0 SET 6.40 OF 12' POST EL 4464.20' (MARD 88) MATCH LINE - SEE SHEET 3 SN5D FDC 10 6707 9115055 PT 53540'34^9(6) 1144t40 N6955'41'E 0 /6(C) 2776.14' 0 /4(C) N/F rr 66.00'(P,F) FR 1/2' N/C(') 0.2594, 0.30'W 2 a 02 66.00 (P) N 1/4 CCR OF SEC 6- 295 -16E COO 75723 650 X CUT N CURB(') 1389.18'(C) FO1 4'04' W/144.E(4) BOCK SUNSET POINT ESTATES P8 39, PC 67 N/F AMERICUS DRIVE(P) 444,4265 Fe 34.74 47 N/F a.= A SUNSET POINT ESTATES P6 39. PG 67 TIE MAP ARO REPORT ARE NOT F1AU. AND COMPLETE 16711131.44114E 0)110 JTP MOM 1CS RG9 FLORVA DESIGN CONSULTANTS, INC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 SI5L4> 0,4. INY Port 9(15, FL, 54653 TA, (127) 049 -7554 - F9., (727) 640 -3640 Certl6cote of Authorizotion: LB 6707 Stote of Florida 6UB.4EC7. WEBB'S NURSERY HOMESTEAD SITE SHEET DESCRIPTION, BOUNDARY SURVEY OMR 11106 1. SURVEYORS REPORT AND LECFJCS 2 -3. MAP OF SURVEY 2008- 0030I".. 306 d4. e30 GOMEL 4001110 115 OR DELERONS 10 SURVEY MAPS W REPORTS WY 011ER nom THE SIGNING PARTY OR PAR11E5 15 P008916D. w 14477/36 -41 POEM. Or GIME pas gm. UZI r 3- 14-893 MEL I' -50 EPEE AK HOT PAM, MAP YEA WITHOUT TIE 9X41RV11EENe TISE M6MAL 141660 SEE 4r A n.M. L mein M1YLT09 ROBERT C. WRIGHT PROFESSIONAL SURVEYOR )JA MAPPER LICENSE NUMBER LS 4965 STATE OF FLORIDA ANSI 2 3 M1I 2013 Florida Decgn O a (41)3.1ti.$ .00S 1 N4736'09'E(LC) 130.01'(LC) DAVID B. WEBS AND SHARON WEBS 028 17259. PG 995 THEN B00. OF THE W 300 OF THE SW 1/4 OF 144E NW 1/4 OF SEC 6- 295 -15E. LESS ROAD DISTRIBUTION ESMT AREA PER ORB 6640. PG 479 0041817 'A' OF ORB 13245. PG 1946 UNPLATTED 300.0 nA\) \,34.07 TBM 8 4 SE0 HAL6060 L E 590 1 j OF 13' PALM TREE dl ,EL- S7.06' 01090 58) NOT SET FALLS N WATER 7- 21- T6O.:6 s�oo0� Tf�g9e 8201 W4m �P.i ..496 NOT SET FALLS IN WATER A PORTION OF EXHIBIT 'B' OF ORB 13245, PG 1946 MATCH LINE - SEE SHEET 2 h' NOT MUMS -0400* SIRWME •••• _ WATER LINE FIELD LOCATION, OE8GU1DN MO GROUND EL (SEE U6T411014 13 ! COGONAW TIME) (NO my) ISO -MMR® tsi[ mamas to (BEARING BASIS) W LINE OF THE SW 7/4 OF THE NW 1/4 CF SEC 6- 29S- 16E(1) 278,5AREA- 83 SO FT OR 6.402 AC, M01. 550404143 IE1LAND LINE (SL LIMITATIONS 13) UNPLATiED RE FOC L51a 6 4:* �. '- FIELD LOCATION DESIGNATION AND MOUND 21 SWORD 1ER NO i J COORDINATE TAME) ,x $v 4 4, / / LONTADMIS 13 ! Q (SEE IMITATIONS 13) 4yy 4\ NOT SET YEWS NURSERY. INC. FALLS N WATER ORB 1094, PG 315 \ \\ / /01,1 T9\ �.7 �FL'J .\* 41 f / 4�C'F 4 ' UNPLATTED Q{L y �/(/y �6 . 0 f1R 5 44.\4 4 sFOC IB 6407 A PORRON OF CREDIT •0' . �k !` CORNERS NOT SET I .1'44 •• 4! OF ORB 11245. PG 1946 TFYPAL1. IN WAAREER / °' ,/ . t / SUBJECT AREA - 489,208 SO F7 OR 11.230 AC, MORE OR LESS SWFWMO SERA4O (SEE IMITATIONS 13) woo WESTERLY R/6 OF BELCIER RD FOC LB 670 PER ORB 8312, PG 1478(1) SL40.50.440h 0431.! 7-8-2034 AT 5.5541 5163040 REMAND LIE (SEE LMTARG4 13) �m -13-13 SMF1R10 RERAN) L9E \`!\/ FIEND LOCATOR. DESIGNATION (40 GROUND Q (SEE UMITARONS 13 ! COORONAIE TABLE) cos 5•5550. , /188583/2 wmOsW NORTHERLY R/5 OF SUNSET POINT RD PER ORB 8215 PG 1475(1) gl CORNERS NOT SET FALL IN WATER 1VP TINS AREA FN 5/6' F11C LB 6707 TOP THIS AREA CURVE C2 C3(1) �-s Paa 966 4/0 PNW6 1261 PA 0156Wy IC 046 L4 NW 8 5 nR J 0704 0.v 144 8/8W 4611476 5/ LI 9707 SUNSET POINT ? ■ STATE ROAD S- 500(01967) 66920 .65 . -rte COUNTY ROAD 576(PC0D) ...ME A4 1 MO1H V*RES(C) .0,1 hone v0. x.143 0 5,m•W S 81 OF 144E SW I/4 OF THE NW 1/4 OF SEC 6- 295- 10E(L) MOD PBS*4 18 24 as 0-12 RID CITY Or CLEAMMTER 0131f N COW INDIAN STAINED 1-12 61 -5840' (NAND IM) RADIUS 210.00' 34120.10' 34120.10' LENGTH 112,75' 57.89' 24@.57 136454'(6) IRE TABLE BEARING LENGTH mournmszTa OEMS `...1J. 2A MEMIN EIEM310>cFRf'iG NUMMI O3E1341101F3[ 304 CH011 111.4011) 87150151 24650'(F) BEARING 5741 722%!1'1 sews4'm'9m 589'49'41'EfF5 DELTA 3745'41' 0796'06' 0724'5O' -ANAL MANN No02191'E 50006'44'E 500'27441 Section 6, Township 29 South, Range 16 East, County of Pinellas, State of Florida 25 99 1'-57 SUBJECT AREA - 44#9,900 SQ FT OR 11.230 AC, MOL TOTAL UPLAND AREA - 197,493 SQ FT OR 4.53.3 AC, MCC TOTAL WETLAND/SURFACE WATER AREA - 12.632 SQ FT OR 0.295 AC, MOL LAKE AREA - 278,863 SQ FT OR 6.402 AC, MOL S211 IETL ND/SUMAGE WATER HAD 634 (4 POINT 25 SAWN' FEET) T T AMD NOD 96 (SEE DATA SOURCES 2 AND LAHTATIOHS 13) Oe&iprotal Nothing EeNY,9 EMAttion P I 330474.42 416569.85 53.20 P2 330439.67 •15561.81 53.60 P3 330438.74 415564.72 33.69 P4 330405.54 415587.83 51.96 PM 330414.49 •15165.29 PS 330447.49 41 %35.72 52.49 PS 350478.54 415671.77 53.13 PS 330468.42 4i 5704.06 53.14 P10 330429.47 5708.41 52-99 PII 330394.64 915705.57 53.27 PIE 330345.72 415717.51 53.51 PIE 330302.67 415729 -89 53,85 330295.06 415752,33 52.39 P15 550311.40 415767.09 53.66 P16 350343.65 415773.96 53.68 P17 330373.12 415795.20 53.94 P11 330441.35 415763.02 54.87 P32 330475.66 415563.41 53.19 54 330021.09 415765.77 54.69 51 330028.97 •15770.77 56.04 116 330044.13 415752.37 55 -90 127 330567.07 415768.56 55.46 NV 330079.56 416767.27 53.35 59 530094.10 415795.78 51,87 W10 330104.53 415755.59 54.44 611 330125.65 415743.42 53.65 5112 330161.47 415715.55 52,72 *12 330225.65 415700.78 53.45 513 330289.29 •16575. II 53.25 330323.40 415695.69 515 350351,62 415586.56 52.91 WIC 330373,06 416573,15 52.95 517 330367.45 415577.52 51.74 6172 330402 .06 415914.91 VII 330451.46 415645. IN 52.82 519 330474.30 4111638.76 54.15 92-1 329619.22 416442.96 61.70 52-2 329818,33 411479,0 37.53 82 -3 325519.54 411466.05 67 -67 02-34 325521.95 415643.07 46.54 WEi 329543.56 416926.81 53.59 62 -5 329662.60 449091.36 53.26 52-6 329062.33 416616.67 52.24 52 -7 329604.00 416640.06 52.74 W1-6 529686.53 415663.91 62.68 WEa 324669.44 4116116.20 53.06 52 -10 325133.81 416714.54 53.21 W2-11 319120_77 411723.05 66.00'(P) 66.06'(F) 66.00•(.) 85.90'(1) TSes.601c) N/F N89.50'31YE 0 /A(P) 2730.84' 0 /0(0) FOP 3/41.) OLODK SUNSET POINT ESTATES PO 30, PC 67 FIR 5/8' N/C(') N/F• A 9I CENTER OF SEC 0- 205 -16E CM/ 79744 FN69 POD PLS 3NK•) RE MAP AI8 REPORT ARE HOT FULL AND COMPLETE 181NOUT 11E 01H ER SUBJECT. FLORVA DESIGN CONSULTANTS, INC. ENGINEERS, ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 3030 5102. Bir6. Ne6 P01 RICO. FL, 34655 T.I. (727) 949 -7588 - Fo,. (727) 846 -3848 Certificate of Authorization: LB 6707 State of Florida WEBB'S NURSERY HOMESTEAD SITE SHEET DESCRIPTION, BOUNDARY SURVEY 1. SURVETCR'S REPORT AID IEM OS 2 -3. MAP OF MINEY 2006- 003DI� 306 Marl DMA 906 306-59 544.4 4055 504W11 1477/36.41• ADDITIONS OR MUTTONS TO MACY MAPS CR REPORTS BY 015ER 7484 14E %MC PARTY OR PAR1E5 IS PROHIBITED. .W « 3- 14-2013 .� ....• 1' -50' 541417 607 2115 861157 55 TK 5E1124 316140F A6: 867 9 A SEAL Ofr rewrwe • 0111. L40001 111HYer6 erne. 9 MAMA. ROBERT C. WRIGHT. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4966 STATE OF FLOR5A 11 3013 FlaIAo Design Con