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12/02/2021Thursday, December 2, 2021 6:00 PM City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 Main Library - Council Chambers City Council Meeting Agenda December 2, 2021City Council Meeting Agenda Welcome. We are glad to have you join us. If you wish to address the Council, please complete a Comment Card. Comment Cards are on the right-hand side of the dais by the City Clerk. When recognized, please hand your card to the Clerk, approach the podium and state your name. Persons speaking before the City Council shall be limited to 3 minutes unless otherwise noted under Public Hearings. For other than "Citizens to be heard regarding items not on the Agenda," a spokesperson for a group may speak for 3 minutes plus an additional minute for each person in the audience that waives their right to speak, up to a maximum of 10 minutes. Prior to the item being presented, please obtain the form to designate a spokesperson from the City Clerk. Up to 60 minutes of public comment will be allowed for an agenda item. No person shall speak more than once on the same subject unless granted permission by the City Council. The City of Clearwater strongly supports and fully complies with the Americans with Disabilities Act (ADA). Please advise us at least 48 hours prior to the meeting if you require special accommodations at 727-562-4090. Assisted Listening Devices are available. Kindly refrain from using cell phones and electronic devices during the meeting. Citizens wishing to provide comments on an agenda item are encouraged to do so in advance through written comment. The City has established the following two options: 1) eComments via Granicus - eComments is integrated with the published meeting agenda. Individuals may review the agenda item details and indicate their position on the item. You will be prompted to set up a user profile to allow you to comment, which will become part of the official public record. The eComment period is open from the time the agenda is published. Comments received during the meeting will become part of the official record, if posted prior to the closing of public comment. The City Clerk will read received comments into the record. 2) Email – Individuals may submit written comments or videos to ClearwaterCouncil@myclearwater.com. All comments received by 5:00 p.m. the day before the meeting (December 1) will become part of the official record. The City Clerk will read received comments into the record. 1. Call to Order 2. Invocation 3. Pledge of Allegiance 4. Approval of Minutes 4.1 Approve the minutes of the November 18, 2021 City Council Meeting as submitted in written summation by the City Clerk. 5. Citizens to be heard re items not on the agenda Page 2 City of Clearwater Printed on 12/1/2021 December 2, 2021City Council Meeting Agenda 6. Consent Agenda The Consent Agenda contains normal, routine business items that are very likely to be approved by the City Council by a single motion. These items are not discussed, and may all be approved as recommended on the staff reports. Council questions on these items were answered prior to the meeting. The Mayor will provide an opportunity for a Councilmember or a member of the public to ask that an item be pulled from the Consent Agenda for discussion. Items pulled will receive separate action. All items not removed from the Consent Agenda will be approved by a single motion of the council. 6.1 Approve the Term Sheet to modify the terms of an existing loan between the City of Clearwater and Greenwood Apartments, LLC, and to facilitate a change in ownership, debt repayment restructure, and substantial rehabilitation of Palmetto Park Apartments, and authorize the appropriate officials to execute instruments required to affect closing of the transfer of the property. (consent) 6.2 Approve a purchase order and agreement with Axon Enterprise, Inc. of Scottsdale, AZ, for the purchase of in-car video equipment and digital evidence storage and management in the amount of $187,200.00, for a five-year term ending December 31, 2026, pursuant to City Code of Ordinances Section 2.563 (1)(c), Piggyback, and authorize the appropriate officials to execute same. (consent) 6.3 Authorize one Pierce Heavy Duty Velocity Pumper (engine) G#2611, previously authorized to surplus, to temporarily remain in fleet reserve, and authorize the appropriate officials to execute same. (consent) 6.4 Authorize a purchase order to Municipal Emergency Services (MES) of Pinellas Park, FL, for Personal Protective Equipment for Clearwater Fire and Rescue (CFR) personnel in an amount not-to-exceed $200,000.00 for term November 29, 2021 through June 30, 2022, pursuant to Clearwater Code of Ordinances Section 2.563 (1)(c), Piggyback, and authorize the appropriate officials to execute same. (consent) 6.5 Authorize a purchase order to Ten-8 Fire and Equipment, Inc of Bradenton, FL for one Osage Warrior Type I Rescue 2022 Ford F450 Extended Cab Chassis in the amount of $219,850.00, pursuant to Clearwater Code of Ordinances Section 2.563(1)(c), Piggyback, and Section 2.563(1)(d), non-competitive purchase; authorize the surplus of G3869 a 2010 Ford F650 pursuant to Clearwater Code of Ordinances Section 2.623 (7)(c), public auction, or (e), trade-in, whichever is in the best interest of the City and authorize the appropriate officials to execute same. (consent) Page 3 City of Clearwater Printed on 12/1/2021 December 2, 2021City Council Meeting Agenda 6.6 Ratify and confirm purchase orders to Garland/DBS, Inc., of Cleveland, OH, for roof replacement at Fire Station 49 and the gymnasium roof at the Countryside Recreation Center in a cumulative amount of $784,328.00, which includes a 5% contingency to include Fix Points for Solar Ready Installation and any other unforeseen site conditions, pursuant to Clearwater Code of Ordinances Section 2.563 (1)(c), Piggyback, and authorize the appropriate officials to execute same. (consent) 6.7 Approve a purchase order to Communications International of Vero Beach, FL in the amount of $2,564,944.35 for the purchase of 283 XL-185P, 50 XL-200P portable radios and 265 XL-185M mobile radios for the Clearwater Police Department (CPD), replacing the current M7300 and P7300 radios pursuant to Clearwater Code of Ordinances Section 2.563(1)(a), Single Source; authorize lease purchase under the City's Master Lease Purchase Agreement or internal financing via an interfund loan from the Capital Improvement Fund, whichever is deemed to be in the City's best interest; authorize the surplus of L3Harris P7300 and M7300 radios pursuant to Clearwater Code of Ordinances Section 2.623(7)(e), trade-in, and authorize the appropriate officials to execute same. (consent) 6.8 Reappoint Marita Lynch to the Environmental Advisory Board with a term to expire December 31, 2025. (consent) 6.9 Appoint Sheila Sullivan to the Environmental Advisory Board to fill the remainder of an unexpired term through September 30, 2022. (consent) Public Hearings - Not before 6:00 PM 7. Administrative Public Hearings - Presentation of issues by City staff - Statement of case by applicant or representative (5 min.) - Council questions - Comments in support or opposition (3 min. per speaker or 10 min maximum as spokesperson for others that have waived their time) - Council questions - Final rebuttal by applicant or representative (5 min.) - Council disposition Page 4 City of Clearwater Printed on 12/1/2021 December 2, 2021City Council Meeting Agenda 7.1 Approve the request from the owner of property addressed as 300 Jones Street, Clearwater to vacate a portion of North Osceola Avenue described as that certain portion of North Osceola Avenue lying west of the west boundary of Block 2, Jones’ Subdivision of Nicholson’s Addition to Clearwater Harbor as recorded in Plat Book 1, Page 13, of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part; and lying east of the east boundary of Block 1, of said Jones’ Subdivision of Nicholson’s Addition to Clearwater Harbor, and lying east of the east boundary of a portion of Lot B, Clovis C. Lutz Subdivision as recorded in Plat Book 35, Page 76, of the Public Records of Pinellas County, Florida and pass Ordinance 9516-21 on first reading. 7.2 Approve the request from the City of Clearwater vacating public right-of-way described as that certain portion of State Street abutting Lot 11 and Lot 18 of E.A. Marshall Subdivision as recorded in Plat Book 3, Page 44 of the Public Records of Pinellas County, Florida, and pass Ordinance 9517-21 on first reading. 7.3 Approve the proposed second amendment to an existing Development Agreement between the City of Clearwater and 411ES, LLC, which provides for certain changes to the conceptual site plan and elevations and increases the overall number of hotel units and height proposed for the subject site; adopt Resolution 21-26 and authorize the appropriate officials to execute same. (HDA2019-03001B; 400/405/408/409/411 East Shore Drive). 8. Second Readings - Public Hearing 8.1 Adopt Ordinance 9509-21 on second reading, annexing certain real property whose post office address is 1882 Lakeview Road, Clearwater, Florida 33764, into the corporate limits of the city and redefining the boundary lines of the city to include said addition. 8.2 Adopt Ordinance 9510-21 on second reading, amending the future land use plan element of the Comprehensive Plan to designate the land use for certain real property whose post office address is 1882 Lakeview Road, Clearwater, Florida 33764, upon annexation into the City of Clearwater, as Residential Low (RL). 8.3 Adopt Ordinance 9511-21 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post office address is 1882 Lakeview Road, Clearwater, Florida 33764, upon annexation into the City of Clearwater, as Low Medium Density Residential (LMDR). 9. City Manager Reports Page 5 City of Clearwater Printed on 12/1/2021 December 2, 2021City Council Meeting Agenda 9.1 Approve additional loan financing in an amount not to exceed $1,800,000 for an 81-unit affordable housing development project at 610 Franklin Street and authorize the appropriate officials to execute same. 9.2 Approve Supplemental 1 Work Order to Cardno, Inc., of Clearwater, FL., to complete Expanded Ground Penetrating Radar (GPR) Survey at the St. Matthew’s Baptist Church Cemetery, in the amount of $48,223, increasing the work order from $87,888 to $136,111 pursuant to Request for Qualifications (RFQ) 26-19, Engineer of Record Consulting Services (EOR), and authorize the appropriate officials to execute same. 9.3 Accept a sidewalk easement from Sarah L. Williamson for the construction, installation and maintenance of a public sidewalk on real property located at 1157 Russell Street and adopt Resolution 21-35. 9.4 Accept the assignment of a Drainage Easement from Pinellas County, a political subdivision of the State of Florida, as recorded in Official Records Book 2780, Page 68 of the Public Records of Pinellas County, Florida, for the construction, installation and maintenance of city drainage facilities on real property located at 2701 Via Cipriani and adopt Resolution 21-36. 9.5 Appoint one member to the Neighborhood and Affordable Housing Advisory Board, as a citizen who resides within the City of Clearwater, with a term to expire November 30, 2025. 10. City Attorney Reports 11. Closing comments by Councilmembers (limited to 3 minutes) 12. Closing Comments by Mayor 13. Adjourn Page 6 City of Clearwater Printed on 12/1/2021 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8645 Agenda Date: 12/2/2021 Status: Agenda ReadyVersion: 1 File Type: MinutesIn Control: City Council Agenda Number: 4.1 SUBJECT/RECOMMENDATION: Approve the minutes of the November 18, 2021 City Council Meeting as submitted in written summation by the City Clerk. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/1/2021 City Council Meeting Minutes November 18, 2021 Page 1 City of Clearwater City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 Meeting Minutes Thursday, November 18, 2021 6:00 PM Main Library - Council Chambers City Council Draft City Council Meeting Minutes November 18, 2021 Page 2 City of Clearwater Roll Call Present: 5 - Mayor Frank Hibbard, Vice Mayor Hoyt Hamilton, Councilmember David Allbritton, Councilmember Mark Bunker and Councilmember Kathleen Beckman Also Present: Jon Jennings – City Manager, Micah Maxwell – Assistant City Manager, Michael Delk – Assistant City Manager, David Margolis - City Attorney, Rosemarie Call – City Clerk, and Nicole Sprague – Deputy City Clerk. To provide continuity for research, items are listed in agenda order although not necessarily discussed in that order. Unapproved 1. Call to Order – Mayor Hibbard The meeting was called to order at 6:00 p.m. 2. Invocation 3. Pledge of Allegiance – Ministry Leader Jonathan Allen from New Destiny Worship Center. 4. Special recognitions and Presentations (Proclamations, service awards, or other special recognitions. Presentations by governmental agencies or groups providing formal updates to Council will be limited to ten minutes.) – Given. 4.1 Oath of Office for City Manager Jon Jennings The City Clerk administered the Oath of Office to City Manager Jon Jennings. 4.2 November Service Awards Two service awards were presented to city employees. The October 2021 Employee of the Month Award was presented to David Wilson, Parks & Recreation. 4.3 Airpark Advisory Board Annual Presentation - Kelli O’Donnell, Chair Draft City Council Meeting Minutes November 18, 2021 Page 3 City of Clearwater Ms. O'Donnell provided a brief history of the Clearwater Airpark and reviewed accomplishments from the past year. She said the Board would like to provide recommendations on what should be prioritized in the Master Plan, discuss where the new FBO should be located, provide recommendations to Planning staff concerning Airpark issues, and have the opportunity to review items concerning the Airpark before they are approved by Council. The Board also wishes to improve their relationship with the surrounding neighborhoods by receiving all resident complaints and praises that are currently sent to Council. She said the Board also wishes to see the Airpark highlighted more on the City's website and social media pages. In response to questions, Ms. O'Donnell said items are brought before the Board after decisions have been made, such as the Landings re-purposing. The Board wishes to receive the complaints in order to discuss the items as a Board and provide Council with recommendations. Staff develops the meeting agendas. The FBO provides an update at every meeting. The Board is familiar with Greenprint 2.0 and discussed solar panels for the new hangar C and discussed increasing access to recycle containers with the FBO. The City Attorney said there is no legal issue with emails being shared with board members but all discussion must be held at a public meeting. 4.4 Environmental Advisory Board Annual Presentation - Jared Leone, Chair Mr. Leone reviewed board accomplishments from the past year and discussion items for the upcoming year. The Board wishes to utilize video conferencing for future meetings to increase accessibility. The Board is requesting consideration to amending the meeting schedule to every other month and assigning the City's Sustainability Coordinator as the Board Liaison. In response to questions, Mr. Leone said the Board feels initiatives have bypassed them and believe if the Board was reassigned to the Sustainability Division, there were would be opportunity to provide feedback before decisions are made. The Board did not review the backyard chicken ordinance. He said all board members contribute to the agenda development process. He said he was not sure changing the meeting time would be effective to increasing attendance since there are advisory boards that meet later and lack attendance. The Board wishes to meet six times a year with two scheduled field trips. Draft City Council Meeting Minutes November 18, 2021 Page 4 City of Clearwater 4.5 Parks and Recreation Board Annual Presentation - Bruce Rector, Chair Mr. Rector reviewed the Board's accomplishments over the past year. He said the Board wishes to amend their meeting schedule to allow six meetings annually. In response to questions, Mr. Rector said board members participate in the agenda process by visiting city parks, seeking input from resident, and bringing concerns for board discussions. Five of the seven board members have actively participated in building the meeting agendas. He said individuals are invited to meetings to present on several topics in an effort to increase meeting attendance. The Board has suggested to staff to create a QR code on signs in city parks for citizens to submit comments to the Board. Mr. Rector said the Board does not have the authority to manage or direct staff as it is an advisory board to the City Council. Managing or leading a team on matters identified in the strategic plan is difficult when board members cannot discuss items that could potentially come before them for action unless they are discussed at a public meeting. 5. Approval of Minutes 5.1 Approve the minutes of the November 4, 2021 City Council Meeting as submitted in written summation by the City Clerk. Vice Mayor Hamilton moved to approve the minutes of the November 4, 2021 City Council Meeting as submitted in written summation by the City Clerk. The motion was duly seconded and carried unanimously. 6. Citizens to be heard re items not on the agenda Patrick Raftery welcomed City Manager Jon Jennings to the City of Clearwater. He said the City is in good shape but at the cusp of change with his leadership. Gloria Campbell welcomed City Manager Jon Jennings to the City of Clearwater. She thanked the City Council, former City Attorney Pamela Akin and former City Manager Bill Horne for supporting the Clearwater Draft City Council Meeting Minutes November 18, 2021 Page 5 City of Clearwater Urban Coalition's efforts in pursuing a community redevelopment agency designation. She presented a plaque to William B. Horne II posthumously. Leslie Lightsy expressed concerns with business signage regulations and lack of affordable housing in Clearwater. She urged Council to provide incentives for affordable housing and small businesses opening within city limits. Jennifer Haithcock expressed concerns with Pinellas Safe Harbor and treatment of individuals seeking services at the facility. Hunter Nash submitted an eComment regarding an appeal that was read into the record by the City Clerk (see page 20). 7. Consent Agenda – Approved as submitted, less Item 7.8 7.1 Approve an agreement and purchase order for professional services pursuant to RFP 48-21 to Vanasse Hangen Brustlin, Inc. (VHB) for the preparation of the North Greenwood Community Redevelopment Plan for a fee not to exceed $161,500 and authorize the appropriate official to execute the same. (consent) 7.2 Approve Guaranteed Maximum Price proposals to Keystone Excavators, Inc. of Oldsmar, FL in an amount of $109,450.00 and Khors Construction, Inc., of Pinellas Park, FL in an amount of $121,561.10, each of which includes a 10% contingency, for renovations at the Enterprise Dog Park located at 2671 Enterprise Road pursuant to RFQ 40-20, Construction Manager at Risk (CMAR) Services for Continuing Contracts; approve a first quarter budget amendment to transfer $40,000.00 from project 93286, Parking Lot/Bike Path Resurfacing, to project C2205, Enterprise Road Dog Park Renovation, and authorize the appropriate officials to execute same. (consent) 7.3 Approve purchase orders to Playmore West, Inc., of Fort Myers, FL, for $149,892.20 and Rep Services, Inc., of Longwood, FL for $124,621.97, each of which includes a 10% contingency, for the purchase and installation of playground equipment at the Long Center, pursuant to Clearwater Code of Ordinances Section 2.563(1)(c) Piggyback, and approve a first quarter budget amendment to transfer $53,000.00 from project 93278, Long Center Infrastructure Repairs, to project 93637, Playground Equipment Purchase and Replacement, and authorize the appropriate officials to execute same. (consent) 7.4 Approve a Guaranteed Maximum Price proposal to J.O. DeLotto and Sons, Inc., of Tampa, FL for renovations and restoration of the stadium seating at BayCare Ballpark in an amount of $191,025.00, which includes a 10% contingency, pursuant to RFQ 40-20, Draft City Council Meeting Minutes November 18, 2021 Page 6 City of Clearwater Construction Manager at Risk for Continuing Contracts, and authorize the appropriate officials to execute same. (consent) 7.5 Approve a Joint Use Agreement between the School Board of Pinellas County and the City of Clearwater providing for the joint use of facilities, from January 1, 2022 through December 31, 2026, with additional five-year renewal options and authorize the appropriate officials to execute same. (consent) 7.6 Approve a Joint Land Utilization Agreement between the School Board of Pinellas County and the City of Clearwater, from January 1, 2022 through December 31, 2031, with additional five-year renewal options, to provide an outdoor recreation park consisting of basketball courts and recreation play areas at the southeast corner of Russell Street and Douglas Avenue and authorize the appropriate officials to execute same. (consent) 7.7 Approve acceptance of a United States Department of Justice, Office of Justice Programs (OJP), 2021 Bureau of Justice Assistance Fiscal Year 2021 Edward Byrne Memorial Justice Assistance Grant (JAG) Program - Local Solicitation, grant award in the amount of $27,900 for Axon Signal Vehicle equipment and authorize the appropriate officials to execute same. (consent) 7.8 Ratify an agreement between the City of Clearwater and Tampa Bay Psychology Associates, LLC, of Clearwater, Florida, for psychological and educational services, in a not to exceed amount of $180,000.00, during the contract period concluding July 31, 2023, pursuant to Clearwater Code of Ordinances Section 2.563(1)(f) Professional services not subject to CCNA, and authorize the appropriate officials to execute same. (consent) See below. 7.9 Approve Supplemental Work Order 3 from Ardurra Group, Inc. for East Water Reclamation Facility (WRF) Influent Pump Station Rehabilitation project (13-0016-UT) in the amount of $187,966.00 for additional design, increasing the work order from $168,965.00 to $356,931.00, and authorize the appropriate officials to execute same. (consent) 7.10 Approve a Master Agreement with Black and Veatch of Tampa, FL, for the Water Reclamation Facility Master Plan project (17-0007-UT) in the amount of $2,748,098 per Request for Qualifications (RFQ) 07-21 and authorize the appropriate officials to execute same. (consent) 7.11 Approve the conveyance of a Distribution Easement to Duke Energy Florida, LLC, d/b/a Duke Energy, for the installation, operation, and maintenance of electric facilities at the City’s Northeast Water Reclamation Facility whose address is 3200 State Road 580 and authorize the appropriate officials to execute same. (consent) Draft City Council Meeting Minutes November 18, 2021 Page 7 City of Clearwater 7.12 Ratify and confirm authorization to increase Purchase Order No. 20001154 to Erickson Consulting Engineers (ECE) of Sarasota, FL, for Supplemental Work Order 1 for emergency repair design associated with the Clearwater Harbor Marina, in the amount of $122,100.00 for a new design total of $215,600.00 pursuant to RFQ 26-19, Engineer of Record, and authorize the appropriate officials to execute same. (consent) 7.13 Approve the 2022 City Council Meeting Schedule. (consent) Councilmember Allbritton moved to approve the Consent Agenda as submitted, less Item 7.8, and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. 7.8 Ratify an agreement between the City of Clearwater and Tampa Bay Psychology Associates, LLC, of Clearwater, Florida, for psychological and educational services, in a not to exceed amount of $180,000.00, during the contract period concluding July 31, 2023, pursuant to Clearwater Code of Ordinances Section 2.563(1)(f) Professional services not subject to CCNA, and authorize the appropriate officials to execute same. (consent) In recent years, the mental health of law enforcement officers has become an increasing concern. There has been a nationwide increase in the rate of officer suicide, including several officer suicides which have occurred in the Tampa Bay area. Though the Clearwater Police Department (CPD) has not experienced such an incident, empirical research has demonstrated that occupational stress is directly attributed to higher rates of heart disease, divorce, alcohol abuse, and other psychological disorders such as depression and post-traumatic stress disorder. In 2019, CPD sought to proactively provide additional mental health resources to all CPD employees, sworn and professional staff, through an agreement with Tampa Bay Psychology Associates, LLC, which specializes in the mental health treatment of public safety employees. Tampa Bay Psychology Associates is utilized by several law enforcement agencies within the Tampa Bay region. This 2019 agreement provided for the maintenance of a 24/7 resource telephone number (for continual employee access, if needed for a mental health concern), individual counseling services, mental health check-ins, fitness for duty evaluations, pre-employment evaluations, employee wellness and safety training, additional tailored training modules, and post-academy training. The initial two-year agreement expired in July 2021 and based upon the success of this partnership, CPD sought to negotiate an extension of the Draft City Council Meeting Minutes November 18, 2021 Page 8 City of Clearwater agreement. The new agreement expires in July 2023 and covers the same services as was outlined in the initial agreement. The agreement was previously executed through the City Manager’s Office but based upon the term of the agreement and amount potentially allotted to this vendor, CPD seeks Council ratification of the executed agreement. APPROPRIATION CODE AND AMOUNT: Budgeted funds for FY22 are available in CPD cost code 0101156-530100 - Professional Services. In response to questions, Police Chief Daniel Slaughter said the original 2019 contract was for a lesser amount. The current level is up to $90,000 annually. He said that does not mean the Department will utilize the $90,000; staff is using their experience over the past two years to gauge the amount. The service has been well utilized the first couple of years. The Department averages approximately 17 counseling session per month and four calls come in through the crisis line per month. He said the company is also used for in-service training and outreach efforts. Councilmember Beckman moved to Ratify an agreement between the City of Clearwater and Tampa Bay Psychology Associates, LLC, of Clearwater, Florida, for psychological and educational services, in a not to exceed amount of $180,000.00, during the contract period concluding July 31, 2023, pursuant to Clearwater Code of Ordinances Section 2.563(1)(f) Professional services not subject to CCNA, and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. Public Hearings - Not before 6:00 PM 8. Administrative Public Hearings 8.1 Approve the annexation, initial Future Land Use Map designation of Residential Low (RL) and initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 1882 Lakeview Road, and pass Ordinances 9509-21, 9510-21, and 9511-21 on first reading. (ANX2021-09015) This voluntary annexation petition involves a 0.249-acre property consisting of one parcel of land occupied by a single-family dwelling. The property is located on the north side of Lakeview Road approximately 435 feet east of Brookside Draft City Council Meeting Minutes November 18, 2021 Page 9 City of Clearwater Drive. The applicant is requesting annexation in order to receive sanitary sewer and solid waste service from the City. The property is located in an enclave and is contiguous to existing city boundaries to the east. It is proposed that the property be assigned a Future Land Use Map designation of Residential Low (RL) and a Zoning Atlas designation of Low Medium Density Residential (LMDR). The Planning and Development Department determined that the proposed annexation is consistent with the provisions of Community Development Code Section 4-604.E as follows: • The property currently receives water service from Pinellas County. The closest sanitary sewer line is located in the adjacent Lakeview Road right-of-way. The applicant has paid the City's sewer impact and assessment fees in full and is aware of the additional costs to extend City sewer service to this property. Collection of solid waste will be provided by the City of Clearwater. The property is located within Police District III and service will be administered through the district headquarters located at 2851 McMullen Booth Road. Fire and emergency medical services will be provided to this property by Station #47 located at 146 Lakeview Road. The City has adequate capacity to serve this property with sanitary sewer, solid waste, police, fire and EMS service. The property will continue to receive water service from Pinellas County. The proposed annexation will not have an adverse effect on public facilities and their levels of service; and • The proposed annexation is consistent with and promotes the following objectives and policy of the Clearwater Comprehensive Plan: Objective A.6.4 Due to the built-out character of the City of Clearwater, compact urban development within the urban service area shall be promoted through application of the Clearwater Community Development Code. Objective A.7.2 Diversify and expand the City’s tax base through the annexation of a variety of land uses located within the Clearwater Planning Area. Policy A.7.2.3 Continue to process voluntary annexations for single-family residential properties upon request. • The proposed Residential Low (RL) Future Land Use Map category is consistent with the current Countywide Plan designation of the property. This designation primarily permits residential uses at a density of 5 units per acre. The proposed zoning district to be assigned to the property is the Low Medium Density Residential (LMDR) District. The use of the subject property is consistent with the uses allowed in the District and the property exceeds the District’s minimum dimensional requirements. The proposed annexation is therefore consistent with the Countywide Plan and the City’s Comprehensive Plan and Community Development Code; and Draft City Council Meeting Minutes November 18, 2021 Page 10 City of Clearwater • The property proposed for annexation is contiguous to existing city boundaries to the east; therefore, the annexation is consistent with Florida Statutes Chapter 171.044. In response to a question, Planning and Development Director Gina Clayton said the Applicant will remain on county water. The Applicant is annexing into the City for sewer service. Councilmember Bunker moved to approve the annexation, initial Future Land Use Map designation of Residential Low (RL) and initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 1882 Lakeview Road. The motion was duly seconded and carried unanimously. Ordinance 9509-21 was presented and read by title only. Vice Mayor Hamilton moved to pass Ordinance 9509-21 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Vice Mayor Hamilton, Councilmember Allbritton, Councilmember Bunker and Councilmember Beckman Ordinance 9510-21 was presented and read by title only. Councilmember Allbritton moved to pass Ordinance 9510-21 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Vice Mayor Hamilton, Councilmember Allbritton, Councilmember Bunker and Councilmember Beckman Ordinance 9511-21 was presented and read by title only. Councilmember Beckman moved to pass Ordinance 9511-21 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Vice Mayor Hamilton, Councilmember Allbritton, Councilmember Bunker and Councilmember Beckman 8.2 Provide direction on the proposed second amendment to an existing Development Agreement between the City of Clearwater and 411ES, LLC which provides for certain changes to the conceptual site plan and elevations and increases the overall number of hotel units and height proposed for the subject site and confirm a second public hearing in City Council Chambers before City Council on December 2, 2021, at 6:00 p.m., or as Draft City Council Meeting Minutes November 18, 2021 Page 11 City of Clearwater soon thereafter as may be heard. (HDA2019-03001B; 400/405/408/409/411 East Shore Drive). This is a request for a second amendment to the approved Hotel Development Agreement (HDA2019-03001) as amended (HDA2019-03001A) for the referenced project located at 400/405/408/409/411 East Shore Drive. On July 18, 2019, the City Council approved a Development Agreement along with a concept plan and elevations as part of application HDA2019-03001. Consistent with applicable Florida Statutes and the City’s Community Development Code the agreement was transmitted to the Florida Department of Economic Opportunity on August 1, 2019, rendering the effective date August 31, 2019. On October 1, 2020, the Council approved the first amendment to the approved Development Agreement (HDA2019-03001A) granting a one-year time extension request which amended Section 6.1.3.2. No changes to the conceptual site plan or elevations were proposed. On November 17, 2020, the Community Development Board (CDB) approved companion applications FLD2020-05012 and TDR2020-05001 for a 74-unit overnight accommodation use consistent with the conceptual site plans and elevations approved as part of HDA2019-03001 (as amended). The applicant is requesting a second amendment to the Development Agreement with the following main changes: • An increase in the overall number of hotel units from 74 to 91. • An increase in height from 65 feet to 80 feet. • An overall decrease in the number of slips from 55 to 50 slips; a decrease in number of publicly accessible slips from 22 to eight and an increase in the number of commercial dock slips from 35 to 42 slips. • An increase in parking from 100 spaces to a minimum of 113 spaces. The current proposal is to demolish all structures on the 1.115-acre site and build a single, eight-floor hotel with 91 hotel rooms (81.64 units per acre) and a marina and marina facility with up to eight-slips. The applicant desires the ability and flexibility to be able to sell, rent or lease any or all of the eight noted slips to the general public, which would constitute a marina and marina facility, or, conversely, use any or all the slips as strictly accessory to the hotels which would render any such slip a commercial dock. The remaining 42 slips shown will be accessory to the hotel and considered a commercial dock. A maximum of 50 slips are proposed. The following uses are defined in the Community Development Code (CDC) Article 8, which would be applicable to this application: 1. A commercial dock is any dock, pier, or wharf, including boatlifts, that is used in connection with a hotel, motel or restaurant where the slips are not rented, leased or sold. The CDC provides specific criteria applicable to Draft City Council Meeting Minutes November 18, 2021 Page 12 City of Clearwater commercial docks in Section 3-603.C.3. 2. A marina is any structure constructed on pilings over open water or supported by flotation on the water which provides three or more boat slips for the purpose of sale or lease. 3. A marina facility is a use of land involved in the operation of a marina including structures and activities normally integral to the operation of a marina, such as servicing, fueling, pumping-out, chartering, launching, and dry-storage of boats and boating equipment. The CDC provides specific criteria applicable to marinas and marina facilities in Sections 2-803.G and 3 -603.A through J. The applicant has committed that any personal watercrafts (PWCs) stored at this facility will only be made available to guests of the hotel as an accessory use to the hotel and not to the general public. In addition, the applicant will maintain and oversee the use of all slips whether rented, sold or leased and will specifically prohibit the establishment of any commercial uses or enterprises. The 91 proposed units include 55 units otherwise permitted by the Resort Facilities High future land use category, eight units previously allocated from the Hotel Density Reserve through Beach by Design (HDA2019-03001) and a total of 28 transferred hotel units. Eleven units have previously been approved for use with the approval of TDR2020-05001 and were also included in the total room count of the original Development Agreement (HDA2019-03001, as amended). The applicant intends to submit a Level II Flexible Development application requesting approval for the use of an additional 17 transferred hotel units. It is important to note applications FLD2020-05012 and TDR2020-05001 will need to be amended. The primary changes to the Development Agreement approved as HDA2019-03001 (as amended) are limited to the following components: • Recitals: Updated to reflect the specifics of the requested amendment and to reflect pertinent prior events and approvals including the approvals of HDA2019-03001A, FLD2020-05012 and TDR2020-05001. • Section 4.1: Updated to reflect the increase in total units from 74 to 91, the overall number of units to be derived from a transfer of development rights (28 hotel units) and a decrease in the number of publicly accessible slips from 22 to eight. • Section 4.2: Updated to reflect an increase in the total number of provided parking spaces from 100 to a minimum of 113. • Section 4.4: Updated to reflect the increase in height from 65 feet to 80 feet. • Exhibit B: Updated with the revised conceptual site plan and elevations. No other changes are proposed to the agreement. Specifically, no changes are made to any restriction placed on the property regarding operations of the Draft City Council Meeting Minutes November 18, 2021 Page 13 City of Clearwater marina and marina facility component, the prohibition on full kitchens and limitations on amplified music. The agreement also continues to include specific language for the inclusion of the public boardwalk and public access walkway. The building will be 80 feet in height (from the point at which minimum floor elevations have been established by law) to roof as otherwise permitted utilizing the Height Bonus Schedule for the Marina District of Beach by Design for property totaling one acre or more on both sides of East Shore Drive and the provision of a publicly accessible Boardwalk. The proposal includes a tropical modern architecture, which is consistent with and complements the tropical vernacular envisioned in Beach by Design. The site consists of four parcels, three of which are located on the east side of East Shore Drive and one on the west side. All four parcels will need to be joined together through a unity of title and lot combination request prior to the issuance of any permits. The parcels on the east side of East Shore will contain the 91-unit hotel, an eight-slip marina and marina facility, and a 42-slip commercial dock component. These parcels will be accessed via two driveways from East Shore Drive. An egress-only driveway will be located at the north side of the site and an ingress-only driveway is proposed at the south end of the site. The primary pedestrian entrance to the building will be centrally located along East Shore Drive on the ground floor. The ground floor of the hotel building will also include bike racks, a solid waste component, storage space, mechanical equipment and 71 parking spaces all of which are valet only, and some of which extend out from under the footprint of the building. The ground floor will also include a patio and pool at the southeast corner of the site. A 15-foot wide publicly accessible boardwalk is proposed along the entire length of the property along Clearwater Harbor, consistent with Beach by Design, and a walkway between East Shore Drive and the boardwalk will be provided along the north side of the site. This boardwalk helps achieve the vision in Beach by Design and the Marina District. The second floor will contain 10 hotel units, mechanical equipment rooms, a staffed lobby, a fitness room congregating/lounge area and an outdoor terrace. Floors three through eight will contain the remaining 81 hotel units. While the rooftop will be accessible by guests no additional structures of any kind (outside of permitted mechanical equipment rooms) are permitted. No additional amenities are proposed. The Marina District provisions of Beach by Design allow for a property located on Clearwater Harbor to request a height bonus of up to 80 feet when a 15-foot wide publicly accessible boardwalk is provided, Draft City Council Meeting Minutes November 18, 2021 Page 14 City of Clearwater which the proposal is requesting. The parcel on the west side of East Shore Drive will contain a 42-space surface parking lot accessed via a single driveway along East Shore Drive. Of the 42 spaces within the parking lot 38 spaces will be valet only and serving the hotel component with the remaining four spaces designated as reserved specifically for users of the marina and marina facility component. These spaces must be a minimum of nine feet wide, 18 feet deep and include a 24 foot back out aisle (as provided). Valet spaces serving a hotel use may differ in these dimensional standards, pursuant to CDC Section 3-1402.K, in that spaces may be 8.5 feet wide, 16 feet deep, may be tandem (stacked up to two spaces) and may include spaces within and one side only of the drive aisle (as provided). All existing docks will be removed and replaced with two docks containing a total of 50 slips, eight of which will be made available for sale or lease to the general public (marina and marina facility). This will result in two uses being established on the property; a hotel with an accessory commercial dock (42 slips) and a marina and marina facility (eight slips). To be clear, all 42 commercial dock slips are accessory to the hotel and may be used only by hotel guests. None of these 42 slips may be sold, leased or rented to the general public. As noted, the Development Agreement continues to include language to limit the specific activities which may take place on the site ensuring that the marina and marina facility component will be compatible with the primary use as overnight accommodations, as well as adjacent and surrounding uses. Specifically, activities such as servicing, fueling, pumping-out, commercial chartering and/or and dry-storage of boats and boating equipment be strictly prohibited and that the marina slips shall be limited to sale and/or lease to privately-owned boats rather than commercial vessels for hire. Consistency with the Community Development Code (CDC): Minimum Lot Area and Width: The subject property is 48,553 square feet in area (uplands) and approximately 300 feet wide. The proposed lot area and width exceed the requirements of the Community Development Code. Minimum Setbacks: The conceptual site plan depicts setbacks to building of five feet along the front (west) along East Shore Drive and side (north and south) setbacks of 36 and 25 feet, respectively. Rear setbacks are not necessarily applicable to the project because the subject site includes property lines which extend over 100 feet eastward of the seawall. Pursuant to CDC Article 8. Definitions, setback means the required horizontal distance between a property line and a structure. The proposed setbacks may be approved as part of a Level Two Flexible Development (FLD) application, subject to meeting the applicable flexibility Draft City Council Meeting Minutes November 18, 2021 Page 15 City of Clearwater criteria of the Community Development Code. The Marina District of Beach by Design specifically permits front setbacks as low as zero feet for overnight accommodation uses. Maximum Height: Beach by Design Section II.C. Height Bonus Schedule for the Marina District within Beach by Design addresses height. The proposal provides for a building 80 feet in height as measured from the point at which minimum floor elevations have been established by law. A height of up to 80 feet is permitted for overnight accommodations on properties within the Marina District that are at least one acre in size, located on both sides of East Shore Drive, and which also provide a publicly accessible boardwalk as consistent with the Marina District of Beach by Design. The proposed height is also permitted by the CDC subject to meeting the applicable flexibility criteria of the CDC and as approved as part of a Level Two Flexible Development (FLD) application and as otherwise limited by Beach by Design. The height of the proposed building is consistent with the design guidelines as well as the specific requirements pertaining to height contained within the Marina District section of Beach by Design. Minimum Off-Street Parking: The 91-room overnight accommodation use with an eight-slip marina and marina facility requires a minimum of 113 off-street parking spaces with 1.2 spaces per unit (109 spaces) for the hotel component and one space per two slips (four spaces) for the eight-slip marina and marina facility component. A minimum of 113 parking spaces will be provided, with 71 spaces located on the ground floor of the hotel building and 42 spaces located within a surface parking lot on the west side of East Shore Drive. This is consistent with the applicable Sections of the CDC. Landscaping: While a formal landscape plan is not required to be submitted for review at this time, the conceptual landscape areas depicted on the site plan show that adequate space for foundation landscaping will be provided along the street frontage and along the rights-of-way facing sides of the surface parking lot as required by Section VII.F of the Design Guidelines within Beach by Design. Since no perimeter landscape buffers are otherwise required in the Tourist (T) District, the proposed landscape areas meet or exceed what is required. It is noted, however, that flexibility, if necessary, may be requested as part of a Comprehensive Landscape Program which would be reviewed at time of formal site plan approval. Consistency with Beach by Design: Marina District Draft City Council Meeting Minutes November 18, 2021 Page 16 City of Clearwater Specific development parameters provided within the Marina District section of Beach by Design address a range of items including a maximum height (80 feet for properties spanning both side of East Shore Drive and at least one acre in size), minimum building setbacks (zero feet along front property lines for overnight accommodation uses and at least 25 percent of the building height along sides which in this case equates to 20 feet), pavement setbacks (at least five feet). Design Guidelines: A review of the provided architectural elevations and massing study was conducted and the proposed building does appear to be generally consistent with the applicable Design Guidelines established in Beach by Design. It is noted, however, that a more formal review of these Guidelines will need to be conducted as part of the final site plan approval process. Hotel Density Reserve: The project has been reviewed for compliance with those criteria established within Beach by Design concerning the allocation of hotel rooms from the Reserve. The project appears to be generally consistent with those criteria, including that the development comply with the Metropolitan Planning Organization’s (MPO) countywide approach to the application of traffic concurrency management for transportation facilities. The submitted Traffic Impact Study concludes that traffic operations at nearby intersections and on adjacent roadways would continue at acceptable levels of service. Standards for Development Agreements: The proposal is in compliance with the standards for development agreements, is consistent with the Comprehensive Plan and furthers the vision of beach redevelopment set forth in Beach by Design. The proposed Development Agreement will be in effect for a period not to exceed ten years, meets the criteria for the allocation of rooms from the Hotel Density Reserve under Beach by Design and includes the following main provisions:  Provides for the allocation of eight units from the Hotel Density Reserve approved previously as part of HDA2019-03001;  Requires the developer to obtain building permits and certificates of occupancy in accordance with Community Development Code (CDC) Section 4-407;  Requires the developer to provide a 15-foot wide publicly accessible boardwalk to utilize the Height Bonus in accordance with Beach by Design;  Requires the return of any hotel unit obtained from the Hotel Density Reserve that is not constructed;  Prohibits the conversion of any hotel unit allocated from the Hotel Density Reserve to a residential use and requires the recording of a covenant restricting use of such hotel units to overnight accommodation usage;  Provides evidence that the development complies with the Metropolitan Planning Organization’s (MPO) countywide approach to the application of concurrency management for transportation facilities, and includes a Draft City Council Meeting Minutes November 18, 2021 Page 17 City of Clearwater transportation analysis conducted for the development;  Provides that all units in a hotel receiving units from the Reserve shall be made available to the public as overnight transient hotel guests at all times through the required hotel reservation system;  That a reservation system shall be required as an integral part of the hotel use and there shall be a lobby/front desk area that must be operated as a typical lobby/front desk area for a hotel would be operated;  Requires a legally enforceable mandatory evacuation/closure covenant that the hotel will be closed as soon as practicable after a hurricane watch that includes Clearwater Beach is posted by the National Hurricane Center;  Limits the operations and activities associated with the marina and marina facility component;  Limits the use of amplified music; and  Limits the provision of full kitchens in any unit within the hotel. Changes to Development Agreements: Pursuant to Section 4-606.I, CDC, a Development Agreement may be amended by mutual consent of the parties, provided the notice and public hearing requirements of Section 4-206 are followed. Revisions to conceptual site plans and/or architectural elevations attached as exhibits to this Development Agreement shall be governed by the provisions of Section 4-406, CDC. Minor revisions to such plans may be approved by the Community Development Coordinator. Other revisions not specified as minor shall require an amendment to this Development Agreement. In response to questions, Planning and Development Director Gina Clayton said a consultant was hired to conduct an extensive traffic analysis to determine at what point would the roundabout fail and what the water/sewer system could handle. The number of density units were derived from the traffic analysis, resulting in 1385 density units. Applicant representative Brian Aungst reviewed the request and said the hotel density units were created by the City and are not transferrable, other than through the City. The applicant cannot sell, convey, lease, license, or give them away. Development agreements are for ten years and include deadlines. He said the development order is for two years and includes deadlines. Whenever the Florida Governor issues an executive order, the development orders are extended for the length of the executive order plus six months and can be invoked within 90 days of the expiration of the executive order. Mr. Aungst said the eight units from the hotel density reserve were given by the City Council to the project in 2019. The 28 base density units were obtained from transfer of development rights . He said per city code, development rights can be transferred or sold as a property right in any special area plan (i.e., Beach by Design, Downtown Plan, and US 19 Plan). He said the Applicant aims to transfer density rights from Somerset Street. The Boardwalk will be Draft City Council Meeting Minutes November 18, 2021 Page 18 City of Clearwater 15 feet wide. One individual urged Council to require underground utilities. One individual spoke in opposition and expressed concerns with the proposed parking configuration and proposed design. One individual expressed concern with the proposed height. In response to questions, Senior Planner Mark Parry said the proposed 80-foot height is not going to create wide-ranging precedence in the Marina District of Beach by Design because it is limited to properties on the water. The height is given for mixed-use development and overnight accommodations for properties that hit a certain acreage and provide a boardwalk. City code requires that certain developments, such as this one, place utilities underground unless it is impractical. He said the service lines onto properties need to be placed underground. Cost could make undergrounding utilities impractical but staff typically receives a letter from Duke Energy stating they do not want to underground the utilities. Ms. Clayton said a district wide plan is needed to accomplish the utility undergrounding. Mr. Aungst said even if there were the financial resources available, undergrounding the utilities will not be possible if Duke Energy does not want to pursue the undergrounding. Councilmember Bunker moved to confirm a second public hearing in City Council Chambers before City Council on December 2, 2021, at 6:00 p.m., or as soon thereafter as may be heard. The motion was duly seconded and carried unanimously. 9. City Manager Reports The City Manager said he has enjoyed meeting many people over the last 11 days and thanked everyone for their kindness. He wished all a Happy Thanksgiving. 10. City Attorney Reports – None. 11. Closing comments by Councilmembers (limited to 3 minutes) Vice Mayor Hamilton said Happy Thanksgiving, safe travels to all and cherish time with your families. Draft City Council Meeting Minutes November 18, 2021 Page 19 City of Clearwater Councilmember Allbritton welcomed Jon Jennings and made a note about the Friends of the District meeting that occurred last night. Everyone had great things to say about Cleveland St. and what is being done in the 400 and 500 blocks. He said he hoped everyone has a safe Thanksgiving. Councilmember Beckman thanked those who came to the meet and greet on Tuesday at the Countryside Recreation Center. She thanked the Police Department for their increased presence on Drew St. She said there is a lot of activities in the City this weekend. She hoped all had a great Thanksgiving. Councilmember Bunker said he is impressed with the new City Attorney and City Manager who have hit the floor running. He said he would like to put C0$ on the agenda to discuss recent property acquisitions and the effect on the city and what can be done about it. He said we are lucky to have Tracey McManus reporting on the Church of Scientology. She understands the organization and the way it behaves. He wished a Happy Thanksgiving to David Miscavige. 12. Closing Comments by Mayor The Mayor thanked those who attended the Veterans Day celebration and thanked the Veterans Alliance who did a great job. He said to slow down and enjoy your family this Thanksgiving. He said the City lost our greatest ambassador, Winter, who changed and improved everyone’s life. 13. Adjourn Mayor City of Clearwater Attest City Clerk Draft 20 21 Name: ! Ai— Address: a'31/ ' I I d t-tl City: 3 Zip: 3 3 3 Telephone Number: o' Lf)-- J 7 3 Email Address: S -cc er ked C' Speaking under citizens tobe he re items not on the agenda? Agenda item(s) to which you wish to spea17 k fva i l( "‘I 'Tv i -12 Ar\_ y e_f ___,Joty- What is your position on the item? For Against INDIVIDUAL SPEAKER Citizen Comment Card INDIVIDUAL SPEAKER Citizen Comment Card Name: f P ( T7-1 - f L .•'( '(I Address: ((e) H. C (%t'' City: i... Zip: S Telephone Number: .` V 9 Li- etO Email Address: 14 Z. cam.° i) cc 9 Speaking under citizens tc\be Beard re items not on the agenda? Agenda item(s) to which you wish to speak. What is your position on the item? For Against INDIVIDUAL SPEAKER Citizen Comment Card Name: Address: Ci Telephone Number: Email Address: Zip:3 7 0 24),/y -q, e Speaking under citizens t be heard re items not on the agenda. Agenda item(s) to which you wish to speak. What is your position on the item? For Against INDIVIDUAL SPEAKER Citizen Comment Card Name: LAct\D Address: Q Clc; v\ 1L0 City: C,00 zip: Telephone Number: 3\--t 1- %`kt- 3 P Email Address: 6U t.i tore,: con~" Speaking under citizens to be heard re items not on the agenda? Agenda item(s) to which you wish to speak: What is your position on the item? For Against Name: at) cc Eco cr Address: (32:7 City: C yr Zip: 3 3 ? rr Telephone Number: / — 3 co —S-6 - > Email Address: Skos(er )V14077 , r Speaking under citizens to be heard re items not on the agenda? Agenda item(s) to which you wish to speak. %, What is your position on the item? For V Against INDIVIDUAL SPEAKER Citizen Comment Card Name: hi)51'ina( (I) 44: '14? i-ty%J `)C' 114/4e A Ale- e' ' t- i CityC' Zip: 33Z Telephone Number: G/. Email Address: G°CA S Ja-e( Speaking under citizens to be heard re items not on the agenda? Address: Agenda item(s) to which you wish to speak. 1/44/71P/V1?&/2-ilo j 75I What is your position on the ite Against. INDIVIDUAL SPEAKER Citizen Comment Card INDIVIDUAL SPEAKER Citizen Comment Card Name: 'iiLL, eV ©id S tS'Ali Address: a ? y ie -, Fe) el-, tiJ City: 1—d -A/ i1'*EE& Zip: -3..Z 74/ Telephone Number: 721 - 1 YC - 3e) 75 Email Address:43/44. TO Ai Sc»i US*, AiE / Speaking under citizens to be heard re items not on the agenda? Agenda item(s) to which you wish to speak. ` '' f 3 What is your position on the item? For Against INDIVIDUAL SPEAKER Citizen Comment Card Name: Address:`k7 gee /9A City: Zip: ,zip: 3.76 f1 - Telephone Number: 014, 07- 99 9 Email Address:41/ l% I V &Wit' ° &e/k, Speaking under citizens to be heard re items not on the agenda? Agenda item(s) to which you wish to speak. l"-5 a1-476 4-J0,07-- (3 /4J)6 What is your position on the item? For Against Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9988 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Economic Development & Housing Agenda Number: 6.1 SUBJECT/RECOMMENDATION: Approve the Term Sheet to modify the terms of an existing loan between the City of Clearwater and Greenwood Apartments, LLC, and to facilitate a change in ownership, debt repayment restructure, and substantial rehabilitation of Palmetto Park Apartments, and authorize the appropriate officials to execute instruments required to affect closing of the transfer of the property. (consent) SUMMARY: Palmetto Park Apartments (Property) is a 179-unit rental housing complex originally built in the 1950’s. The property is located at 1001 North Martin Luther King, Jr. Avenue, Clearwater. As part of a planned tax-exempt bond and low-income housing tax credit financed acquisition and rehabilitation of the Property, the Seller (Greenwood Apartments, LLC) and the Buyer (Palmetto Preservation, LTD.) propose the following: 1.Subordination and assumption of financing to Palmetto Preservation, LTD (Buyer or Borrower). 2.Amendment and restatement of debt on the existing City Loan (including principal and interest) as well as existing loan from Pinellas County Housing Finance Authority (HFA Loan). 3.Modification of terms including a.Interest rate at or above the applicable Long Term Applicable Federal Rate as of the closing date). b.Maturity date and Affordability Period of 45 years from date of closing. c.Percentage of units (89%) required be made available to households at or below 60% of Area Median Income. 4.Additional terms and conditions unrelated to the terms and conditions of the City Loan. Acceptance of the aforementioned will enable the Borrower to monetize tax credit equity of nearly $12 million which will substantially be used for certain required capital improvements. City staff enlisted the services of Public Resources Advisory Group (PRAG), a financial consultant, to determine whether the proposed subordination terms are an appropriate use of public funds. PRAG determined the proposed terms of subordination and assumption of the City Loan are reasonable given the scope of rehabilitation and the extension of affordability requirements. The transaction is scheduled to close in December 2021. Background Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9988 On December 31, 2001, the City of Clearwater approved a $700,000 loan to Greenwood Apartments, LLC c/o Banc of America Community Development Corporation (BACDC) to purchase and renovate Palmetto Park Apartments (formerly known as Greenwood Apartments). The original loan included an 18-year term and annual payments were subject to adequate cash flow. The City injected an additional $300,000 on March 20, 2003, to bring its total loan amount for the acquisition/renovation project to $1,000,000. High vacancy and low rental rates resulted in cash flow insufficient to pay the loan. In 2012, BACDC sold its interest in Palmetto Park Apartments to Greenwood Apartments, LLC. With this transaction, BACDC paid off the then-existing $3.4 million first mortgage and Greenwood Apartments, LLC restructured the subordinate debt. The City was expected to begin receiving annual payments following the transaction, but unanticipated capital improvements needed to maintain the apartment complex reduced cash flow resulting in infrequent annual loan payments to the City. Pinellas County and the Pinellas County Housing Finance Authority (HFA) have also provided loans with terms similar to the City’s loan and both approved the sale and restructure of debt in 2012. The current balances (projected for December 31, 2021) are $900,000, $285,168.99, and $1,297,483.63, respectively. APPROPRIATION CODE AND AMOUNT: N//A USE OF RESERVE FUNDS: N/A Page 2 City of Clearwater Printed on 12/1/2021 150 SECOND AVENUE NORTH, SUITE 400 ST. PETERSBURG, FLORIDA 33701 TEL: (727) 822-3339 | FAX: (727) 822-3502 PUBLIC RESOURCES ADVISORY GROUP INDEPENDENT FINANCIAL ADVISORS MEMORANDUM TO: Chuck Lane, Assistant Director, Economic Development & Housing Department, City of Clearwater FROM: Public Resources Advisory Group SUBJECT: Palmetto Park Apartments Project DATE: October 14, 2021 Public Resources Advisory Group (“PRAG”) has reviewed the request made by Palmetto Preservation, LTD (the ”Borrower”) to revise the terms of three subordinate loans associated with the Palmetto Park Apartments (“Palmetto Park”) (formerly known as Greenwood Apartments) to facilitate the acquisition and rehabilitation of Palmetto Park. The principal amount, interest rate and maturity of each of the three subordinate loans (the City SHIP Loan, the County Home Loan and the Pinellas HFA Loan, jointly the “Subordinate Loans”) and the requested changes are summarized below. The impact of the extension of the maturity date from 2042 to 2066 and the reduction of the interest rate to the AFR are mitigated by the extension of the affordability restrictions (89% of the units restricted to persons or families whose household income does not exceed 60% of the Area Median Income) being extended for an additional 45 years. The 2012 Loan documents require the proceeds of a sale or refinance of the property be used as follows: (1) to satisfy the first mortgage, (2) to pay in full the City Loan and the HFA Loan, pari passu, (3) 25% of the remaining cash to pay the County Loan, (4) remaining cash to be distributed as * Subject to verification ($260,177.92) † Applicable Federal Rate, (expected to be between 1.75% and 2.20%) ‡ Subject to recalculation based upon closing date § Accrued interest will not be added to principal but will be carried forward as payable due to City City of Clearwater Loan Pinellas County Loan HFA of Pinellas County Principal Amount (as of May 2012) $1,209,062 $900,000 $265,945 Current Principal Amount $1,157,472 $900,000 $*254,587 Current Interest Rate 3.00% 0% 3.00% Current Amortization 30 year (as of 2012) None None Current Maturity 5/1/2042 8/1/2045 5/1/2042 Proposed Interest Rate AFR† 0% AFR Proposed Amortization none none none Proposed Final Maturity 2066 (45 years) 2066 2066 Accrued Interest Payable (as of 12/31/2021) ‡§ $140,011 0 $26,340 - 2 - set forth in the Operating Agreement. The Borrower has requested that this provision be waived, and that surplus cash flow be applied as shown below. Current Allocation of Surplus Cash Flow (as of 2012) Proposed Allocation of Surplus Cash Flow Investor Member, in amount equal to credit deficiency, then Investor Services Fee For the interest only period of the first mortgage (expected to be 36 months), 100% of cash flow to repay Seller Note 75% of remaining cash flow paid After the 36th month • HFA Loan and City of Clearwater Loan paid pari passu • First to pay accrued, unpaid interest on the Seller Note • Sponsor Fee Note accrued interest and principal • Second to pay Deferred Developer fee, until paid in full • 40% of remaining cash flow paid to CNHS** • Third, 50% to the Seller Note, and 50% to the City SHIP Loan and the Pinellas HFA Loan • Class A Member payments per Operating Agreement • Class A Member and Investor Member per Operating Agreement The prioritization of payments to the Seller Note is reasonable based on the prior capital contributions made to the project. Similarly, payment of the Deferred Developer Fee is reasonable as an incentive for the development team. This property needs rehabilitation to assure its viability. The existing ownership team took control of the property in 2012 and caught up on significant deferred maintenance. The proposed rehabilitation will address mold and moisture problems that are critical for the health and safety of tenants. The proposed financing structure enables the Borrower to monetize tax credit equity of nearly $12 million; this equity is necessary to pay for the required capital improvements. The Borrower has applied to the Housing Finance Authority of Pinellas County (the “Authority”) for financing to support the acquisition and rehabilitation. The proposed financing structure includes tax exempt bonds, a seller note, deferred developer fee, tax credit equity and continued subordination of the Subordinate Loans with the changes described above. The Authority has engaged First Housing Development Corporation (“First Housing”) to provide a credit underwriting report to evaluate the credit worthiness of the tax exempt bond issuance, and First Housing will also prepare a report for Florida Housing Finance Corporation (“FHFC”) as part of the process for allocation of tax credits. Each of these reports (the “Credit Underwriting Reports” or the “CURS”) assumes the subordination of the Subordinate Loans and looks at the ability to pay the first mortgage secured tax exempt bonds and factors that impact eligibility for tax credits. The sources and uses of funds are shown below. ** Clearwater Neighborhood Housing Services - 3 - Proposed Sources and Uses of Funds (Assuming 89% of units are tax credit eligible) Sources Permanent Uses Pinellas HFA Bonds $10,550,000 Acquisition $17,600,000 Seller Note 10,963,011 Direct Construction Budget 10,473,258 City Loan 1,225,847 Construction Contingency 1,047,326 HFA Loan 269,628 AE & E 707,897 County Loan 900,000 Financing Costs 1,349,502 Deferred Developer Fee 3,500,000 Developer Overhead and Fee 5,412,127 Tax Credit Equity 11,802,000 Legal and Professional 534,000 Escrows 180,853 Reserves 825,133 Insurance and Bonding 236,152 Other Soft Costs 844,243 Total Sources $39,210,486 Total Uses $39,210,491 Based on PRAG’s understanding and evaluation of the project, proposed terms, market conditions and comparable transactions, PRAG confirms that the proposed changes to the Subordinate Loans, including the change in priority of payments, is reasonable given the scope of rehabilitation and the extension of affordability requirements. A summary of the agreed upon terms and provisions is provided below. • Borrower has agreed that the principal amount outstanding of the City Loan is $1,157,472 and accrued interest is $140,011 as of 12/31/2021. • The accrued interest will be added to the outstanding principal amount for a new principal amount of $1,297,483. • Borrower has agreed to extend affordability requirements for a 45 year term so that those requirements are coterminous with the maturity of the City Loan in 2066. • City Loan interest rate will change from the current rate of 3.00% to the Applicable Federal Rate. • County will extend the term of County Loan to match City Loan. • Changes in HFA Loan will mirror those of the City Loan. Cc: Sheri Harris, Pinellas County Kathryn Driver, Housing finance Authority of Pinellas County Taylor Arruda, First Housing development Corporation Palmetto Park Apartments Proposed Debt Assignment and Assumption Terms “City Loan”, “HFA Loan”, and “HOME Loan” Revised 11/01/2021 v6 Background Each of the HFA of Pinellas and the City of Clearwater (the “Subordinate Lenders”) previously provided loans (the “Subordinate Debt”) to Palmetto Park Apartments (the “Property”) to fund a 2003 renovation and extension of affordability as follows: • A loan from the Housing Finance Authority of Pinellas County, Florida (the “HFA”) in the original principal amount of $223,113 (the “HFA Loan”); and • A loan from the City of Clearwater (the “City”) in the original principal amount of $1,000,000 (the “City Loan”). Simultaneously with the above loans, a subordinate loan from Pinellas County, Florida (the “County”) was made in the original principal amount of $900,000 (the “HOME Loan”); and Projected balances as of 12/31/2021 are as follows: • HOME Loan $900,000 • HFA Loan of $285,168.99 o $254,587.93 principal o $30,581.06 of accrued interest • City Loan of $1,297,483.63 o $1,157,472.41 principal o $140,011.22 of accrued interest As part of a planned tax-exempt bond and low-income housing tax credit financed acquisition and rehabilitation of the Property, the Seller is willing to loan up to [$10,726,624] of subordinate financing to the buyer (the “Seller Financing”). In consideration of material capital improvements to, and extended affordability of the property, the Subordinate Lenders and County propose subordinating, amending and restating the Subordinate Debt and the Home Loan on the Closing Date through the execution of an assignment and assumption and modification agreement, subordination agreement and intercreditor agreement and related documents as follows: Borrower: Palmetto Preservation, LTD. Closing Date On or before 12/31/2021 Amount Accrued interest will be added to the principal balances and the loans will be assigned, amended and restated in the following projected amounts: • HOME Loan $900,000.00 (unchanged) • HFA Loan of $285,168.99 • City Loan of $1,297,483.63 Interest Rate: The Subordinate Loans will earn interest at or above the applicable Long Term Applicable Federal Rate as of the closing date (projected to be between 1.75% and 2.20%). The HOME Loan will remain at 0% interest. Term: Subordinate Loan maturity will be the sooner of 45 years from the Closing Date or the repayment of the HOME Loan. The HOME loan maturity will remain at 8/1/2045 unless later extended. Lien Position: Pari Passu with the Seller Financing and the HOME loan. Junior to construction/bridge financing of about $20.00 million through stabilization Junior to permanent financing of about $10.55 million post stabilization 1st mortgage debt and any future refinancing of that debt (provided it does not result in a cash-out to the borrower). Payments: Subordinate Loan payments will be made at maturity and from available cash flow (after all debt service, reserve, asset management fee, capital improvements and other payment required by the higher priority lenders, issuer, service and the LIHTC investor) as follows: • During the 36-month first-mortgage interest-only period, 100% of cash flow will be paid to the Seller Financing. Thereafter: o First to any seller note accrued unpaid interest o Second to the deferred developer fee until paid in full o Third 50% to the Seller Financing and 50% to the Subordinate Loans (pro rata) until repaid in full o HOME loan payments will solely be due at maturity. Prepayments: Prepayment may be made at any time without penalty Fees: None Affordability: As a condition of the proposed assignment and assumptions, modifications and resubordinations the Borrower will agree to a new Florida Housing Extended Use Agreement requiring that at least 89% of the units be affordable to persons at or below 60% AMI (in conformance with Section 42) for a period equal to 45 years. The HFA, City Loan and HOME Loan use agreements will remain unchanged. Project Savings: To the extent allowed by FHFC and approved by the other lenders, at final cost certification any amount remaining in the Subordinate Lender Stabilization Reserve as well as any final development sources in excess of development uses will be applied: • First to reduce the deferred developer fee to 50% of total developer fee • Second, to the Seller Financing and the Subordinate Loans, pari passu. ***END*** Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9960 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Police Department Agenda Number: 6.2 SUBJECT/RECOMMENDATION: Approve a purchase order and agreement with Axon Enterprise, Inc. of Scottsdale, AZ, for the purchase of in-car video equipment and digital evidence storage and management in the amount of $187,200.00, for a five-year term ending December 31, 2026, pursuant to City Code of Ordinances Section 2.563 (1)(c), Piggyback, and authorize the appropriate officials to execute same. (consent) SUMMARY: The Procurement Division issued Request for Proposal (RFP) 29-18, Digital Evidence Management System (DEMS) and Axon Enterprise, Inc (AXON) was selected by the committee to provide these services to the Clearwater Police Department (CPD). On February 7, 2019, City Council approved an agreement between CPD and AXON for their DEMS to create operational efficiencies with regard to evidence location/retention, addressing public records requests, and more appropriately aggregating and controlling property disposals relating to electronic evidence or items which could be digitized. In February 2020, the Police Department installed two Axon Fleet 3 camera systems within traffic enforcement vehicles. These vehicles integrate with the Axon Evidence platform, as do the department’s current Body Worn Cameras (BWC), which was approved by Council on August 6, 2020. Currently, in-car video camera systems are deployed to approximately fifteen additional Traffic Enforcement Team vehicles and selected Patrol Division vehicles. CPD’s existing in-car video equipment was initially purchased over ten years ago and has become functionally obsolete by current standards. Moreover, there is duplication of workflow with the existing vendor as video evidence obtained from the department’s current Panasonic video system is subsequently entered into the Axon Evidence system for processing with the State Attorney’s Office servicing Pinellas & Pasco Counties. Building upon the foundation of the existing DEMS and consistent with CPD’s 2017-2022 Strategic Plan, CPD seeks approval to convert fifteen in-car video camera systems to the Axon Fleet 3 system. The pricing included in this agreement was competitively solicited and obtained through National Purchasing Partners (NPP), contract number VH11629, Law Enforcement Equipment, Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9960 a national resource for public entities for similar public solicitations; the City of Clearwater is a participating member in this partnership. Costs for the initial year are identified at $37,440.00; annual recurring costs for years 2-5 specific to the Fleet 3 cameras are approximately $149,760.00 in total. The Police Department anticipated this purchase and has funding available in the amount of $37,440.00 through P1802 - Police Equipment. Future fiscal year funding will be requested through the annual Operating Budget process. APPROPRIATION CODE AND AMOUNT: P1802 Police Equipment in the amount of $37,440.00. Future fiscal year funding will be requested through the annual Operating Budget process. Page 2 City of Clearwater Printed on 12/1/2021 1 FLEET STATEMENT OF WORK BETWEEN AXON ENTERPRISE AND AGENCY Introduction This Statement of Work (“SOW”) has been made and entered into by and between Axon Enterprise, Inc. (“AXON”), and Clearwater Police Dept - FL the (“AGENCY”) for the purchase of the Axon Fleet in-car video solution (“FLEET”) and its supporting information, services and training. (AXON Technical Project Manager/The AXON installer) Purpose and Intent AGENCY states, and AXON understands and agrees, that Agency’s purpose and intent for entering into this SOW is for the AGENCY to obtain from AXON deliverables, which used solely in conjunction with AGENCY’s existing systems and equipment, which AGENCY specifically agrees to purchase or provide pursuant to the terms of this SOW. This SOW contains the entire agreement between the parties. There are no promises, agreements, conditions, inducements, warranties or understandings, written or oral, expressed or implied, between the parties, other than as set forth or referenced in the SOW. Acceptance Upon completion of the services outlined in this SOW, AGENCY will be provided a professional services acceptance form (“Acceptance Form”). AGENCY will sign the Acceptance Form acknowledging that services have been completed in substantial conformance with this SOW and the Agreement. If AGENCY reasonably believes AXON did not complete the professional services in conformance with this SOW, AGENCY must notify AXON in writing of the specific reasons within seven (7) calendar days from delivery of the Acceptance Form. AXON will remedy the issues to conform with this SOW and re-present the Acceptance Form for signature. If AXON does not receive the signed Acceptance Form or written notification of the reasons for rejection within 7 calendar days of the delivery of the Acceptance Form, AGENCY will be deemed to have accepted the services in accordance to this SOW. Force Majeure 2 Neither party hereto shall be liable for delays or failure to perform with respect to this SOW due to causes beyond the party’s reasonable control and not avoidable by diligence. Schedule Change Each party shall notify the other as soon as possible regarding any changes to agreed upon dates and times of Axon Fleet in-car Solution installation to be performed pursuant of this Statement of Work. Axon Fleet Deliverables Typically, within (30) days of receiving this fully executed SOW, an AXON Technical Project Manager will deliver to AGENCY’s primary point of contact via electronic media, controlled documentation, guides, instructions and videos followed by available dates for the initial project review and customer readiness validation. Unless otherwise agreed upon by AXON, AGENCY may print and reproduce said documents for use by its employees only. Security Clearance and Access Upon AGENCY’s request, AXON will provide the AGENCY a list of AXON employees, agents, installers or representatives which require access to the AGENCY’s facilities in order to perform Work pursuant of this Statement of Work. AXON will ensure that each employee, agent or representative has been informed or and consented to a criminal background investigation by AGENCY for the purposes of being allowed access to AGENCY‘s facilities. AGENCY is responsible for providing AXON with all required instructions and documentation accompanying the security background check’s requirements. Training AXON will provide training applicable to Axon Evidence, Cradlepoint NetCloud Manager and Axon Fleet application in a train-the-trainer style method unless otherwise agreed upon between the AGENCY and AXON. Local Computer 3 AGNECY is responsible for providing a mobile data computer (MDC) with the same software, hardware, and configuration that AGENCY personnel will use with the AXON system being installed. AGENCY is responsible for making certain that any and all security settings (port openings, firewall settings, antivirus software, virtual private network, routing, etc.) are made prior to the installation, configuration and testing of the aforementioned deliverables. Network AGENCY is responsible for making certain that any and all network(s) route traffic to appropriate endpoints and AXON is not liable for network breach, data interception, or loss of data due to misconfigured firewall settings or virus infection, except to the extent that such virus or infection is caused, in whole or in part, by defects in the deliverables. Cradlepoint Router When applicable, AGENCY must provide AXON Installers with temporary administrative access to Cradlepoint’s NetCloud Manager to the extent necessary to perform Work pursuant of this Statement of Work. Evidence.com AGENCY must provide AXON Installers with temporary administrative access to Axon Evidence.com to the extent necessary to perform Work pursuant of this SOW. Wireless Upload System If purchased by the AGENCY, on such dates and times mutually agreed upon by the parties, AXON will install and configure into AGENCY’s existing network a wireless network infrastructure as identified in the AGENCY’s binding quote based on conditions of the sale. VEHICLE INSTALLATION Preparedness 4 On such dates and times mutually agreed upon by the parties, the AGENCY will deliver all vehicles to an AXON Installer less weapons and items of evidence. Vehicle(s) will be deemed ‘out of service’ to the extent necessary to perform Work pursuant of this SOW. Existing Mobile Video Camera System Removal On such dates and times mutually agreed upon by the parties, the AGENCY will deliver all vehicles to an AXON Installer which will remove from said vehicles all components of the existing mobile video camera system unless otherwise agreed upon by the AGENCY. Major components will be salvaged by the AXON Installer for auction by the AGENCY. Wires and cables are not considered expendable and will not be salvaged. Salvaged components will be placed in a designated area by the AGENCY within close proximity of the vehicle in an accessible work space. Prior to removing the existing mobile video camera systems, it is both the responsibility of the AGENCY and the AXON Installer to test the vehicle’s systems’ operation to identify and operate, documenting any existing component or system failures and in detail, identify which components of the existing mobile video camera system will be removed by the AXON Installer. In-Car Hardware/Software Delivery and Installation On such dates and times mutually agreed upon by the parties, the AGENCY will deliver all vehicles to an AXON Installer, who will install and configure in each vehicle in accordance with the specifications detailed in the system’s installation manual and its relevant addendum(s). Applicable in-car hardware will be installed and configured as defined and validated by the AGENCY during the pre-deployment discovery process. If a specified vehicle is unavailable on the date and time agreed upon by the parties, AGENCY will provide a similar vehicle for the installation process. Delays due to a vehicle, or substitute vehicle, not being available at agreed upon dates and times may results in additional fees to the AGENCY. If the AXON Installer determines that a vehicle is not properly prepared for installation (“Not Fleet Ready”), such as a battery not being properly charged or properly up-fit for in-service, field operations, the issue shall be reported immediately to the AGENCY for resolution and a date and time for the future installation shall be agreed upon by the parties. 5 Upon completion of installation and configuration, AXON will systematically test all installed and configured in-car hardware and software to ensure that ALL functions of the hardware and software are fully operational and that any deficiencies are corrected unless otherwise agreed upon by the AGENCY, installation, configuration, test and the correct of any deficiencies will be completed in each vehicle accepted for installation. Prior to installing the Axon Fleet camera systems, it is both the responsibility of the AGENCY and the AXON Installer to test the vehicle’s existing systems’ operation to identify, document any existing component or vehicle systems’ failures. Prior to any vehicle up-fitting the AXON Installer will introduce the system’s components, basic functions, integrations and systems overview along with reference to AXON approved, AGENCY manuals, guides, portals and videos. It is both the responsibility of the AGENCY and the AXON Installer to agree on placement of each components, the antenna(s), integration recording trigger sources and customer preferred power, ground and ignition sources prior to permanent or temporary installation of an Axon Fleet camera solution in each vehicle type. Agreed placement will be documented by the AXON Installer. AXON welcomes up to 5 persons per system operation training session per day, and unless otherwise agreed upon by the AGENCY, the first vehicle will be used for an installation training demonstration. The second vehicle will be used for an assisted installation training demonstration. The installation training session is customary to any AXON Fleet installation service regardless of who performs the continued Axon Fleet system installations. 6 The customary training session does not ‘certify’ a non-AXON Installer, customer-employed Installer or customer 3rd party Installer, since the AXON Fleet products does not offer an Installer certification program. Any work performed by non-AXON Installer, customer-employed Installer or customer 3rd party Installer is not warrantied by AXON, and AXON is not liable for any damage to the vehicle and its existing systems and AXON Fleet hardware. 1 Q-331318-44510.738BR Q-331318-44510.738BR Issued: 11/10/2021 Quote Expiration: 12/17/2021 EST Contract Start Date: 01/01/2022 Account Number: 110543 Payment Terms: N30 Delivery Method: Fedex - Ground SHIP TO BILL TO SALES REPRESENTATIVE PRIMARY CONTACT Business;Delivery;Invoice-645 Pierce St Clearwater Police Dept - FL Brendan Rome 645 Pierce St 645 Pierce St Phone: Phone: Clearwater, FL 33756-5400 Clearwater, FL 33756-5400 Email: brome@axon.com Email: USA USA Fax: Fax: Email: PAYMENT PLAN PLAN NAME INVOICE DATE AMOUNT DUE Year 1 Dec, 2021 $37,440.00 Year 2 Dec, 2022 $37,440.00 Year 3 Dec, 2023 $37,440.00 Year 4 Dec, 2024 $37,440.00 Year 5 Dec, 2025 $37,440.00 Quote Details Bundle Summary Item Description QTY Fleet3A Fleet 3 Advanced 15 Axon Enterprise, Inc. 17800 N 85th St. Scottsdale, Arizona 85255 United States VAT: 86-0741227 Domestic: (800) 978-2737 International: +1.800.978.2737 2 Q-331318-44510.738BR Bundle: Fleet 3 Advanced Quantity: 15 Start: 1/1/2022 End: 12/31/2026 Total: 187200.00 USD Category Item Description QTY List Unit Price Net Unit Price Total(USD) Storage 80410 FLEET, EVIDENCE LICENSE, 1 CAMERA STORAGE, LICENSE 30 $17.00 $13.25 $23,847.31 E.com License 80400 FLEET, VEHICLE LICENSE, LICENSE 15 $20.00 $15.59 $14,027.83 ALPR License 80401 FLEET 3, ALPR LICENSE, 1 CAMERA, LICENSE 15 $49.00 $38.19 $34,368.19 Respond License 80402 RESPOND DEVICE LICENSE - FLEET 3 - LICENSE 15 $15.00 $11.69 $10,520.87 Camera Kit & Warranty 72036 FLEET 3 STANDARD 2 CAMERA KIT 15 $2,405.00 $1,874.27 $28,114.11 SIM 72034 FLEET SIM INSERTION, VZW 15 $15.00 $11.69 $175.35 Router 11634 CRADLEPOINT IBR900-1200M-B-NPS+5YR NETCLOUD 15 $1,509.00 $1,176.00 $17,640.00 Router Antenna 71200 FLEET ANT, AIRGAIN, 5-IN-1, 2LTE, 2WIFI, 1GNSS, BL 15 $270.00 $210.42 $3,156.26 Ethernet Cable 74110 FLEET ETHERNET CABLE, CAT6, 25 FT 15 $25.00 $19.48 $292.25 Vehicle Installation 73391 FLEET 3 NEW INSTALLATION (PER VEHICLE)15 $1,200.00 $935.19 $14,027.83 Camera Refresh 72040 FLEET REFRESH, 2 CAMERA KIT 15 $2,710.00 $2,111.97 $31,679.52 Axon Signal Unit 70112 AXON SIGNAL UNIT 15 $279.00 $217.43 $3,261.47 Cable Assembly 70117 AXON SIGNAL UNIT, CABLE ASSEMBLY 15 $25.00 $19.48 $292.25 Other 80495 EXT WARRANTY, FLEET 3, 2 CAMERA KIT 15 $8.96 $6.98 $5,132.32 Other 80379 EXT WARRANTY, FLEET 2 SIGNAL UNIT 15 $1.16 $0.90 $664.45 Tax is estimated based on rates applicable at date of quote and subject to change at time of invoicing. If a tax exemption certificate should be applied, please submit prior to invoicing. Contract League of Oregon Cities (fka NPP) Contract No. PS20270 is incorporated by reference into the terms and conditions of this Agreement. In the event of conflict the terms of Axon's Master Services and Purchasing Agreement shall govern. 3 Q-331318-44510.738BR Standard Terms and Conditions Axon Enterprise Inc. Sales Terms and Conditions Axon Master Services and Purchasing Agreement: This Quote is limited to and conditional upon your acceptance of the provisions set forth herein and Axon’s Master Services and Purchasing Agreement (posted at www.axon.com/legal/sales-terms-and-conditions), as well as the attached Statement of Work (SOW) for Axon Fleet and/or Axon Interview Room purchase, if applicable. In the event you and Axon have entered into a prior agreement to govern all future purchases, that agreement shall govern to the extent it includes the products and services being purchased and does not conflict with the Axon Customer Experience Improvement Program Appendix as described below. ACEIP: The Axon Customer Experience Improvement Program Appendix, which includes the sharing of de-identified segments of Agency Content with Axon to develop new products and improve your product experience (posted at www.axon.com/legal/sales-terms-and-conditions), is incorporated herein by reference. By signing below, you agree to the terms of the Axon Customer Experience Improvement Program. Acceptance of Terms: Any purchase order issued in response to this Quote is subject solely to the above referenced terms and conditions. By signing below, you represent that you are lawfully able to enter into contracts. If you are signing on behalf of an entity (including but not limited to the company, municipality, or government agency for whom you work), you represent to Axon that you have legal authority to bind that entity. If you do not have this authority, please do not sign this Quote. 4 Q-331318-44510.738BR \s1\\d1\ Signature Date Signed 11/10/2021 Sixth Amendment to Master Price Agreement for LAW ENFORCEMENT EQUIPMENT SKU Product Line Addition This Amendment to the Master Price Agreement is entered into this 1st day of July, 2021 by LEAGUE OF OREGON CITIES LOC (“Purchaser”) and AXON ENTERPRISE, INC. (“Vendor”) based upon the sales and/or service of LAW ENFORCEMENT EQUIPMENT. RECITALS WHEREAS, Purchaser and Vendor entered into a Master Price Agreement numbered PS20270 on or about June 8, 2020 and by this reference incorporated herein; and WHEREAS, Purchaser and Vendor entered into the First Amendment to the Master Price Agreement on or about July 20, 2020 and by this reference incorporated herein; and WHEREAS, Purchaser and Vendor entered into the Second Amendment to the Master Price Agreement on or about August 20, 2020 and by this reference incorporated herein; and WHEREAS, Purchaser and Vendor entered into the Third Amendment to the Master Price Agreement on or about February 26, 2021 and by this reference incorporated herein; and WHEREAS, Purchaser and Vendor entered into the Fourth Amendment to the Master Price Agreement on or about May 19, 2021 and by this reference incorporated herein; and WHEREAS, Purchaser and Vendor entered into the Fifth Amendment to the Master Price Agreement on or about June 2, 2021 and by this reference incorporated herein; and WHEREAS, Effective July 7, 2021, Vendor will implement a new invoicing system that will update the SKU structure for many products. The update includes the creation of new SKUs, the retirement and replacement of SKUs, and the conversion to standalone SKUs from a bundle. Vendor desires to update the Price List with the new SKUs as permitted under the terms of the Master Price Agreement; and WHEREAS, Vendor desires to update the pricing for certain items in the Price List. The new pricing will decrease the price for sixteen products, and due to changes with the original manufacture and/or supplier, increase the price for twelve products. Price changes are permitted under the terms of the Master Price Agreement; and WHEREAS, Vendor has provided notice, on or about June 28, 2021, of the SKU changes and price changes to the Price List in the Master Price Agreement; and WHEREAS, Purchaser and Vendor desire that the Master Price Agreement shall be amended in part to reflect the product line addition. NOW, THEREFORE, Purchaser and Vendor enter into the following: DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 AMENDMENT TO MASTER PRICE AGREEMENT 1. SKU/Product Code Changes. Attachment A to the Master Price Agreement shall be amended in part to reflect following SKU/Product Code changes: ATTACHMENT A to Master Price Agreement by and between VENDOR and PURCHASER. PRODUCTS, SERVICES, SPECIFICATIONS AND PRICES Deleted SKUs Product Code Product Name List Price Notes 11004 WARRANTY, 4 YEAR, X26P $ 361.57 Replaced with "80398" 11008 WARRANTY, 2 YEAR, X26P $ 167.20 Replaced with "80398" 11017 WARRANTY, 1 YEAR EXTENDED, X26P $ 130.10 Replaced with "80398" 11511 ROUTER ANTENNA, FLEET $ 270.00 EOL 11564 2 YEAR TAP FLEX 2 REPLACEMENT $ - Replaced with "BWCamTAP" 11565 2 YEAR TAP DOCK FLEX 2 SINGLE BAY REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11566 2 YEAR TAP DOCK FLEX 2 SIX BAY REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11567 2 YEAR TAP DOCK FLEX 2 SIX BAY + CORE REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11568 2 YEAR TAP DOCK FLEX 2 SINGLE BAY + CORE REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11569 2.5 YEAR TAP FLEX 2 REPLACEMENT $ - Replaced with "BWCamTAP" 11570 2.5 YEAR TAP DOCK FLEX 2 SINGLE BAY REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11571 2.5 YEAR TAP DOCK FLEX 2 SIX BAY REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11572 2.5 YEAR TAP DOCK FLEX 2 SIX BAY + CORE REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11573 2.5 YEAR TAP DOCK FLEX 2 SINGLE BAY + CORE REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11574 3 YEAR TAP FLEX 2 REPLACEMENT $ - Replaced with "BWCamTAP" 11575 3 YEAR TAP DOCK FLEX 2 SINGLE BAY REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11576 3 YEAR TAP DOCK FLEX 2 SIX BAY REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11577 3 YEAR TAP DOCK FLEX 2 SIX BAY + CORE REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11578 3 YEAR TAP DOCK FLEX 2 SINGLE BAY + CORE REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11579 3.5 YEAR TAP FLEX 2 REPLACEMENT $ - Replaced with "BWCamTAP" 11580 3.5 YEAR TAP DOCK FLEX 2 SINGLE BAY REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11581 3.5 YEAR TAP DOCK FLEX 2 SIX BAY REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11582 3.5 YEAR TAP DOCK FLEX 2 SIX BAY + CORE REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11583 3.5 YEAR TAP DOCK FLEX 2 SINGLE BAY + CORE REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11584 4 YEAR TAP FLEX 2 REPLACEMENT $ - Replaced with "BWCamTAP" 11585 4 YEAR TAP DOCK FLEX 2 SINGLE BAY REPLACEMENT $ - Replaced with "BWCamSBDTAP" 11586 4 YEAR TAP DOCK FLEX 2 SIX BAY REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11587 4 YEAR TAP DOCK FLEX 2 SIX BAY + CORE REPLACEMENT $ - Replaced with "BWCamMBDTAP" 11588 4 YEAR TAP DOCK FLEX 2 SINGLE BAY + CORE REPLACEMENT $ - Replaced with "BWCamSBDTAP" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 3 11605 CRADLEPOINT ROUTER - IBR900LP6 $ 880.00 EOL 11622 CRADLEPOINT IBR900-600M-NPS + 5YR NETCLOUD ESSENTIALS (PRIME $ 1,379.00 EOL 11637 CRADLEPOINT FIPS IBR900-600M-NPS+5 YEAR NETCLD ESSENT PRIME $ 1,929.00 EOL 11639 CRADLEPOINT FIPS IBR1700-600M-NPS+5 YEAR NETCLOUD ESSENT (PR $ 2,359.00 EOL 11643 THIRD-PARTY VIDEO SUPPORT LICENSE PAYMENT $ 9.00 Replaced with "11642"" 12118 AXON AIR, MATRICE 210 V2 RTK - GROUND UNIT $ - 12119 AXON AIR, M200 PART 11 TB55 (IFB) BATTERY $ - 12339 AXON AIR EVIDENCE.COM LICENSE PAYMENT $ 100.00 Replaced with "12338" 12345 AXON AIR, LICENSE FOTOKITE SIGMA 1 PAYMENT $ 166.58 Replaced with "12344" 20034 TASER 7 10 YEAR HANDLE WARRANTY $ 600.00 Replaced with "80395" 20035 TASER 7 10 YEAR BATTERY WARRANTY $ 36.00 Replaced with "80374" 20036 TASER 7 10 YEAR DOCK WARRANTY $ 600.00 Replaced with "80387" 20037 TASER 7 HANDLE WARRANTY, 1-YEAR $ 75.00 Replaced with "80395" 20038 TASER 7 BATTERY PACK WARRANTY, 1-YEAR $ 4.50 Replaced with "80374" 20039 TASER 7 DOCK & CORE WARRANTY, 1-YEAR $ 75.00 Replaced with "80380" 20040 TASER 7 HANDLE WARRANTY, 4-YEAR $ 300.00 Replaced with "80395" 20041 TASER 7 BATTERY PACK WARRANTY, 4-YEAR $ 18.00 Replaced with "80374" 20042 TASER 7 DOCK & CORE WARRANTY, 4-YEAR $ 300.00 Replaced with "80380" 20043 TASER 7 HANDLE WARRANTY, 2-YEAR $ 150.00 Replaced with "80395" 20044 TASER 7 BATTERY PACK WARRANTY, 2-YEAR $ 9.00 Replaced with "80374" 20045 TASER 7 DOCK & CORE WARRANTY, 2-YEAR $ 150.00 Replaced with "80374" 20046 TASER 7 SINGLE BAY DOCK + CORE WARRANTY, 4-YEAR $ 130.00 Replaced with "80374" 20047 TASER 7 6-BAY BATTERY DATAPORT WARRANTY, 4-YEAR $ 240.00 Replaced with "80396" 20048 TASER 7 DISCONNECT BATTERY PACK WARRANTY, 4-YEAR $ 30.00 Replaced with "80374" 20069 TASER 7 E.COM LICENSE PAYMENT $ 5.00 Replaced with "20248" 20094 TASER 7 CERTIFICATION PLAN ADD-ON YEAR 1 PAYMENT $ 240.00 Replaced with "20233" 20095 TASER 7 CERTIFICATION PLAN ADD-ON YEAR 2 PAYMENT $ 240.00 Replaced with "20233" 20096 TASER 7 CERTIFICATION PLAN ADD-ON YEAR 3 PAYMENT $ 240.00 Replaced with "20233" 20097 TASER 7 CERTIFICATION PLAN ADD-ON YEAR 4 PAYMENT $ 240.00 Replaced with "20233" 20098 TASER 7 CERTIFICATION PLAN ADD-ON YEAR 5 PAYMENT $ 240.00 Replaced with "20233" 20099 TASER 7 CERTIFICATION PLAN ADD-ON UPFRONT PAYMENT $ 1,200.00 Replaced with "20233" 20134 VR EMPATHY DEVELOPMENT STARTER CONTENT PAYMENT $ 2.50 EOL 20136 IN-HOUSE INSTRUCTOR COURSE ONLINE MATERIAL TWO YEAR ACCESS $ 30.00 Replaced with "20133" 20137 TASER 7 ONLINE TRAINING CONTENT PAYMENT $ 2.50 Replaced with "20247" 20138 TASER 7 UNLIMITED DUTY CARTRIDGE REPLACEMENT PROGRAM PAYMENT $ 2.50 Replaced with "20246" 20151 CEW TECH ASSURANCE PLAN REFUND $ - EOL 20210 TASER 7 CQ BASIC PAYMENT $ 32.25 Replaced with "T7CQB" 20215 TASER 7 CQ BUDGET ADD-ON PAYMENT $ 6.75 Replaced with "20217" 20218 TASER 7 CQ BUDGET ADD-ON PLAN $ - Replaced with "T7CQBudget" 20219 TASER 7 CQ HANDLE 4-YEAR EXTENDED WARRANTY $ 290.00 Replaced with "80394" 20220 TASER 7 CQ HANDLE 1-YEAR EXTENDED WARRANTY $ 58.00 Replaced with "80394" 20221 SINGLE BAY DATAPORT 4-YEAR EXTENDED WARRANTY $ 70.00 Replaced with "80381" 20222 SINGLE BAY DATAPORT 1-YEAR EXTENDED WARRANTY $ 14.00 Replaced with "80381" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 4 20223 EVIDENCE.COM DOCK, CORE 4-YEAR EXTENDED WARRANTY $ 62.80 Replaced with "80380" 20224 TASER 7 CQ BUDGET PAYMENT $ 39.00 Replaced with "T7CQBudget" 20227 TASER 7 CQ BUDGET PLAN $ - Replaced with "T7CQBudget" 20228 TASER 7 CQ DOCK PAYMENT $ 49.00 Replaced with "T7CQDock" 20229 TASER 7 CQ DOCK PLAN $ - Replaced with "T7CQDock" 20232 TASER 7 CQ BASIC PLAN $ - Replaced with "T7CQB" 20236 2020 - TASER 7 CERTIFICATION PLAN ADD-ON PLAN $ - Replaced with "20233" 20237 2020 - TASER 7 CERTIFICATION BUNDLE PAYMENT $ 60.00 Replaced with "T7Cert" 20239 2020 - TASER 7 CERTIFICATION BUNDLE TRUE UP YEAR 3 $ 38.50 EOL 20240 TASER 7 BASIC BUNDLE PAYMENT $ 40.00 Replaced with "T7Basic" 20241 2020 - TASER 7 CERTIFICATION 10 YEAR PLAN $ - Replaced with "T7Cert10Y" 20243 2020 - TASER CERT PROGRAM YEAR 6-10 PAYMENT $ 65.00 Replaced with "20242" 20249 VR EMPATHY DEVELOPMENT STARTER CONTENT ACCESS $ - EOL 20259 VR EMPATHY DEVELOPMENT USER UNLIMITED ACCESS PAYMENT $ 5.00 20261 ADD-ON VR EMPATHY DEVELOPMENT USER UNLIMITED ACCESS PAYMENT $ 2.50 20266 TASER 7 ONLINE TRAINING CONTENT ACCESS: 1 YEAR $ - Replaced with "20247" 20271 AXON VR CONTROLLER KIT $ 2,500.00 EOL 20272 ENTERPRISE UNLIMITED VR CONTENT ACCESS $ - 20273 VR EMPATHY DEVELOPMENT ENTERPRISE UNLIMITED ACCESS $ - 20274 VR 3 DOF ENTERPRISE BUNDLE PAYMENT $ 12,500.00 EOL 20275 VR 6 DOF ENTERPRISE BUNDLE PAYMENT $ 25,000.00 20277 TASER 7 CERT WITH VIRTUAL REALITY TRAINING HEADER $ - Replaced with "T7CertVR" 20278 TASER 7 CERT WITH VIRTUAL REALITY TRAINING PAYMENT $ 70.00 Replaced with "T7CertVR" 20280 TASER 7 CQ DOCK YEAR 6-10 $ - Replaced with "T7CQD10" 20282 TASER 7 CQ DOCK YEAR 6-10 PAYMENT $ 53.60 Replaced with "20281" 20284 TASER 7 CQ DOCK YEAR 10 YEAR HANDLE WARRANTY $ 89.00 Replaced with "80394" 20286 FULL VR TASER 7 ADD-ON PAYMENT $ 12.50 Replaced with "20370" 20287 FULL VR TASER 7 CERT UPGRADE PAYMENT $ 10.00 Replaced with "20371" 20300 X2 ONLINE TRAINING CONTENT ACCESS: 1 YEAR $ - Replaced with "80501" 20310 X26P ONLINE TRAINING CONTENT ACCESS: 1 YEAR $ - Replaced with "80502" 20318 AXON CORE + PLAN WITH T7 CERT 10Y PAYMENT Y1-5 $ 159.00 Replaced with "Core+10" 20319 AXON CORE PLAN T7 CQ WITH DOCK 10Y PAYMENT Y1-5 $ 139.00 Replaced with "Core 10 year" 20320 AXON CORE + PLAN WITH T7 CERT HEADER $ - Replaced with "Core+" 20321 AXON CORE + PLAN WITH T7 CERT PAYMENT $ 159.00 Replaced with "Core+" 20322 AXON CORE + PLAN WITH T7 CERT PAYMENT 6 $ 163.77 Replaced with "Core+10" 20323 AXON CORE + PLAN WITH T7 CERT PAYMENT 7 $ 168.68 Replaced with "Core+10" 20324 AXON CORE + PLAN WITH T7 CERT PAYMENT 8 $ 173.74 Replaced with "Core+10" 20325 AXON CORE + PLAN WITH T7 CERT PAYMENT 9 $ 178.96 Replaced with "Core+10" 20326 AXON CORE + PLAN WITH T7 CERT PAYMENT 10 $ 184.32 Replaced with "Core+10" 20327 AXON CORE PLAN T7 CQ WITH DOCK HEADER $ - Replaced with "Core" 20328 AXON CORE PLAN T7 CQ WITH DOCK PAYMENT $ 139.00 Replaced with "Core" 20329 AXON CORE PLAN T7 CQ WITH DOCK PAYMENT 6 $ 143.17 Replaced with "Core 10 year" 20330 AXON CORE PLAN T7 CQ WITH DOCK PAYMENT 7 $ 147.47 Replaced with "Core 10 year" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 5 20331 AXON CORE PLAN T7 CQ WITH DOCK PAYMENT 8 $ 151.89 Replaced with "Core 10 year" 20332 AXON CORE PLAN T7 CQ WITH DOCK PAYMENT 9 $ 156.45 Replaced with "Core 10 year" 20333 AXON CORE PLAN T7 CQ WITH DOCK PAYMENT 10 $ 161.14 Replaced with "Core 10 year" 20334 AXON CORE PLAN T7 CQ WITH DOCK HEADER 10 YEAR BUNDLE HEADER $ - Replaced with "Core 10 year" 20335 AXON CORE + PLAN WITH T7 CERT HEADER 10 YEAR BUNDLE HEADER $ - Replaced with "Core+10" 20351 COMMUNITY ENGAGEMENT TRAINING VR (1 - 20) PAYMENT $ 55.00 Replaced with "20350" 20353 COMMUNITY ENGAGEMENT TRAINING VR (21 - 50) PAYMENT $ 180.00 Replaced with "20352" 20355 COMMUNITY ENGAGEMENT TRAINING VR (51-100) PAYMENT $ 380.00 Replaced with "20354" 20357 COMMUNITY ENGAGEMENT TRAINING VR (101-150) PAYMENT $ 614.00 Replaced with "20356" 20359 COMMUNITY ENGAGEMENT TRAINING VR (151-250) PAYMENT $ 980.00 Replaced with "20358" 20361 COMMUNITY ENGAGEMENT TRAINING VR (251-500) PAYMENT $ 1,781.00 Replaced with "20360" 20363 COMMUNITY ENGAGEMENT TRAINING VR 501-1000 PAYMENT $ 3,380.00 Replaced with "20362" 20365 COMMUNITY ENGAGEMENT TRAINING VR 1001-1500 PAYMENT $ 5,317.00 Replaced with "20364" 20367 COMMUNITY ENGAGEMENT TRAINING VR 1501-5000 PAYMENT $ 13,200.00 Replaced with "20366" 20369 COMMUNITY ENGAGEMENT TRAINING VR (5,000+) PAYMENT $ - Replaced with "20368" 20381 FULL VR TRAINING ENTERPRISE (1 - 20) PAYMENT $ 165.00 Replaced with "20380" 20383 FULL VR TRAINING ENTERPRISE (21 - 50) PAYMENT $ 540.00 Replaced with "20382" 20385 FULL VR TRAINING ENTERPRISE (51 - 100) PAYMENT $ 1,140.00 Replaced with "20384" 20387 FULL VR TRAINING ENTERPRISE (101 - 150) PAYMENT $ 1,843.00 Replaced with "20386" 20389 FULL VR TRAINING ENTERPRISE (151 - 250) PAYMENT $ 2,940.00 Replaced with "20388" 20391 FULL VR TRAINING ENTERPRISE (251 - 500) PAYMENT $ 5,344.00 Replaced with "20390" 20393 FULL VR TRAINING ENTERPRISE (501 - 1,000) PAYMENT $ 10,139.00 Replaced with "20392" 20395 FULL VR TRAINING ENTERPRISE 1,001 - 1,500 PAYMENT $ 15,950.00 Replaced with "20394" 20397 FULL VR TRAINING ENTERPRISE 1,501 - 5,000 PAYMENT $ 39,600.00 Replaced with "20396" 20399 FULL VR TRAINING ENTERPRISE (5,000+) PAYMENT $ 50,000.00 Replaced with "20398" 20400 2020 - UNLIMITED 7 PAYMENT YEARS 1-5 $ 99.00 Replaced with "Unlimited7" 20401 2020 - UNLIMITED 7 PAYMENT YEAR 6 $ 99.00 Replaced with "Unlimited7" 20402 2020 - UNLIMITED 7 PAYMENT YEAR 7 $ 104.00 Replaced with "Unlimited7" 20403 2020 - UNLIMITED 7 PAYMENT YEAR 8 $ 109.00 Replaced with "Unlimited7" 20404 2020 - UNLIMITED 7 PAYMENT YEAR 9 $ 114.00 Replaced with "Unlimited7" 20405 2020 - UNLIMITED 7 PAYMENT YEAR 10 $ 120.00 Replaced with "Unlimited7" 20410 2020 - UNLIMITED 7 + PAYMENT YEARS 1-5 $ 169.00 Replaced with "Unlimited7+" 20411 2020 - UNLIMITED 7 + PAYMENT YEAR 6 $ 171.00 Replaced with "Unlimited7+" 20412 2020 - UNLIMITED 7 + PAYMENT YEAR 7 $ 178.00 Replaced with "Unlimited7+" 20413 2020 - UNLIMITED 7 + PAYMENT YEAR 8 $ 186.00 Replaced with "Unlimited7+" 20414 2020 - UNLIMITED 7 + PAYMENT YEAR 9 $ 193.00 Replaced with "Unlimited7+" 20415 2020 - UNLIMITED 7 + PAYMENT YEAR 10 $ 201.00 Replaced with "Unlimited7+" 20420 UNLIMITED + BUNDLE HEADER $ - Replaced with "Unlimited7+" 20421 UNLIMITED 7 BUNDLE HEADER $ - Replaced with "Unlimited7" 20422 UNLIMITED + BUNDLE HEADER 10 YEAR $ - Replaced with "Unlimited7+10yr" 20423 UNLIMITED 7 BUNDLE HEADER 10 YEAR $ - Replaced with "Unlimited710Yr" 20424 TASER 7 CERT W VIRTUAL REALITY TRAING 10 YR BUNDLE $ - Replaced with "T7CertVR10Yr" 20430 TASER 7 CERTIFICATION BUNDLE HEADER $ - Replaced with "T7Cert" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 6 20431 TASER 7 CERTIFICATION BUNDLE HEADER - 10 YEAR $ - Replaced with "T7Cert10Y" 20432 TASER 7 CERTIFICATION UPGRADE BUNDLE HEADER $ - Replaced with "T7Basic2Cert" 20437 TASER 7 CERTIFICATION BUNDLE PAYMENT $ 57.50 Replaced with "T7Cert" 20438 TASER CERTIFICATION PROGRAM YEAR 6-10 PAYMENT $ 65.00 Replaced with "20242" 20439 UNLIMITED 7 PAYMENT YEARS 1-5 $ 101.50 Replaced with "Unlimited7" 20440 UNLIMITED 7 PAYMENT YEAR 6 $ 169.00 Replaced with "Unlimited7" 20441 UNLIMITED 7 PAYMENT YEAR 7 $ 174.07 Replaced with "Unlimited7" 20442 UNLIMITED 7 PAYMENT YEAR 8 $ 179.29 Replaced with "Unlimited7" 20443 UNLIMITED 7 PAYMENT YEAR 9 $ 184.67 Replaced with "Unlimited7" 20444 UNLIMITED 7 PAYMENT YEAR 10 $ 190.21 Replaced with "Unlimited7" 20445 UNLIMITED + PAYMENT YEARS 1-5 $ 169.00 Replaced with "Unlimited7+" 20446 UNLIMITED + PAYMENT YEAR 6 $ 174.07 Replaced with "Unlimited7+" 20447 UNLIMITED + PAYMENT YEAR 7 $ 179.29 Replaced with "Unlimited7+" 20448 PRO + LICENSE PAYMENT $ 79.00 Replaced with "Pro+" 20449 PRO + BUNDLE HEADER $ - Replaced with "Pro+" 20450 TASER 7 6-BAY BATTERY DATAPORT WARRANTY, 1 YEAR $ 60.00 Replaced with "80390" 20451 TASER 7 6-BAY BATTERY DATAPORT WARRANTY, 2 YEAR $ 120.00 Replaced with "80390" 20452 TASER 7 6-BAY BATTERY DATAPORT WARRANTY, 3 YEAR $ 180.00 Replaced with "80390" 20453 TASER 7 BATTERY PACK WARRANTY, 3 YEAR $ 13.50 Replaced with "80374" 20454 TASER 7 CQ HANDLE 2 YEAR EXTENDED WARRANTY $ 145.00 Replaced with "80394" 20455 TASER 7 CQ HANDLE 3 YEAR EXTENDED WARRANTY $ 217.50 Replaced with "80394" 20456 TASER 7 DOCK & CORE WARRANTY, 3 YEAR $ 225.00 Replaced with "80380" 20457 TASER 7 HANDLE WARRANTY, 3 YEAR $ 225.00 Replaced with "80395" 20458 TASER 7 SINGLE BAY DOCK & CORE 3 YEAR EXTENDED WARRANTY $ 97.50 Replaced with "80387" 20459 UNLIMITED + PAYMENT YEAR 8 $ 184.67 Replaced with "Unlimited7+" 20460 UNLIMITED + PAYMENT YEAR 9 $ 190.21 Replaced with "Unlimited7+" 20461 UNLIMITED + PAYMENT YEAR 10 $ 195.92 Replaced with "Unlimited7+" 20462 TASER 7 CERT W VIRTUAL REALITY TRAING YR 6-10 PMNT $ 75.00 Replaced with "T7CertVR10Yr" 20465 TASER 7 CERTIFICATION PLAN ADD-ON PAYMENT $ 17.50 Replaced with "20233" 20500 OSP7 FOR CORRECTIONS BUNDLE PAYMENT Y6 $ 143.17 Replaced with "CSP" 20501 OSP7 FOR CORRECTIONS BUNDLE PAYMENT Y7 $ 147.47 Replaced with "CSP" 20502 OSP7 FOR CORRECTIONS BUNDLE PAYMENT Y8 $ 151.89 Replaced with "CSP" 20503 OSP7 FOR CORRECTIONS BUNDLE PAYMENT Y9 $ 156.45 Replaced with "CSP" 20504 OSP7 FOR CORRECTIONS BUNDLE PAYMENT Y10 $ 161.14 Replaced with "CSP" 20520 OSP7 FOR CORRECTIONS (POST) BUNDLE PAYMENT Y6 $ 367.71 Replaced with "CPSP" 20521 OSP7 FOR CORRECTIONS (POST) BUNDLE PAYMENT Y7 $ 378.74 Replaced with "CPSP" 20522 OSP7 FOR CORRECTIONS (POST) BUNDLE PAYMENT Y8 $ 390.10 Replaced with "CPSP" 20523 OSP7 FOR CORRECTIONS (POST) BUNDLE PAYMENT Y9 $ 401.81 Replaced with "CPSP" 20524 OSP7 FOR CORRECTIONS (POST) BUNDLE PAYMENT Y10 $ 413.86 Replaced with "CPSP" 20532 OSP7 FOR CORRECTIONS 10Y PAYMENT Y1-5 $ 139.00 Replaced with "CSP" 20533 OSP7 FOR CORRECTIONS (POST) 10Y PAYMENT Y1-5 $ 357.00 Replaced with "CPSP" 20560 UNLIMITED + PREMIUM BUNDLE $ - Replaced with "Unlimited7+Premium" 20561 UNLIMITED + PREMIUM PAYMENT $ 199.00 Replaced with "Unlimited7+Premium" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 7 20562 UNLIMITED + PREMIUM 10 YEAR BUNDLE $ - Replaced with "Unlimited7+Premium10yr" 20563 UNLIMITED + PREMIUM PAYMENT Y6 $ 204.97 Replaced with "Unlimited7+Premium10yr" 20564 UNLIMITED + PREMIUM PAYMENT Y7 $ 211.12 Replaced with "Unlimited7+Premium10yr" 20565 UNLIMITED + PREMIUM PAYMENT Y8 $ 217.45 Replaced with "Unlimited7+Premium10yr" 20566 UNLIMITED + PREMIUM PAYMENT Y9 $ 223.98 Replaced with "Unlimited7+Premium10yr" 20567 UNLIMITED + PREMIUM PAYMENT Y10 $ 230.70 Replaced with "Unlimited7+Premium10yr" 20580 AXON CORE + PLAN WITH T7 CERT RENEWAL PAYMENT $ 149.00 Replaced with "Core+Renewal" 20581 AXON CORE PLAN T7 CQ WITH DOCK RENEWAL PAYMENT $ 129.00 Replaced with "CoreRenewal" 20582 AXON CORE + PLAN WITH T7 CERT RENEWAL HEADER $ - Replaced with "Core+Renewal" 20583 AXON CORE PLAN T7 CQ WITH DOCK RENEWAL HEADER $ - Replaced with "CoreRenewal" 20584 AXON CORE + PLAN WITH T7 CERT RENEWAL - 10 YEAR $ - 20585 AXON CORE PLAN T7 CQ WITH DOCK RENEWAL - 10 YEAR $ - 20586 CORE BWC ONLY PAYMENT $ 119.00 Replaced with "CoreBWC" 20587 CORE BWC ONLY RENEWAL PAYMENT $ 109.00 Replaced with "CoreBWCRenewal" 20588 CORE BWC ONLY HEADER $ - Replaced with "CoreBWC" 20589 CORE BWC ONLY RENEWAL HEADER $ - Replaced with "CoreBWCRenewal" 20590 CORE BWC ONLY PAYMENT 6 $ 122.57 Replaced with "CoreBWC10Yr" 20591 CORE BWC ONLY PAYMENT 7 $ 126.25 Replaced with "CoreBWC10Yr" 20592 CORE BWC ONLY PAYMENT 8 $ 130.03 Replaced with "CoreBWC10Yr" 20593 CORE BWC ONLY PAYMENT 9 $ 133.94 Replaced with "CoreBWC10Yr" 20594 CORE BWC ONLY PAYMENT 10 $ 137.95 Replaced with "CoreBWC10Yr" 20595 CORE BWC ONLY RENEWAL HEADER - 10 YEAR $ - Replaced with "CoreBWCRe10Yr" 22014 WARRANTY, 4 YEAR, X2 $ 413.82 Replaced with "80399" 22016 WARRANTY, 1 YEAR EXTENDED, X2 $ 266.48 Replaced with "80399" 22021 WARRANTY, 2 YEAR, X2 $ 325.00 Replaced with "80399" 26763 WARRANTY, 4 YEAR, TASER CAM HD $ 163.80 Replaced with "80388" 26764 REPLACEMENT BATTERY, KIT, TASER CAM HD $ 67.93 EOL 26767 WARRANTY, 3 YEAR, TCHD $ 122.85 Replaced with "80388" 26768 WARRANTY, 3 YEAR, X2 $ 369.41 Replaced with "80399" 26769 WARRANTY, 3 YEAR, X26P $ 271.18 Replaced with "80398" 26814 WARRANTY, 2 YEAR, TCHD $ 98.49 Replaced with "80388" 33506 3 YEAR EXTENDED WARRANTY BODY 2 $ 312.75 Replaced with "80494" 33508 TASER 7 SINGLE BAY DOCK & CORE 1-YEAR EXTENDED WARRANTY $ 32.50 Replaced with "80387" 33509 TASER 7 SINGLE BAY DOCK & CORE 2-YEAR EXTENDED WARRANTY $ 65.00 Replaced with "80387" 33510 WARRANTY, 1 YEAR EXTENDED, FLEX 2 CAMERA $ 156.50 Replaced with "80489" 33511 WARRANTY, 1 YEAR EXTENDED, DOCK FLEX 2, SINGLE BAY AND CORE $ 69.00 Replaced with "80500" 33512 WARRANTY, 1 YEAR EXTENDED, DOCK FLEX 2, 6 BAY AND CORE $ 264.00 Replaced with "80500" 33513 WARRANTY, 1 YEAR EXTENDED, BODY 2 $ 104.50 Replaced with "80494" 33514 WARRANTY, 1 YEAR EXTENDED, DOCK 2 SINGLE BAY AND CORE $ 68.00 Replaced with "80392" 33515 WARRANTY, 1 YEAR EXTENDED, DOCK 2 SIX BAY AND CORE $ 262.00 Replaced with "80499" 33516 WARRANTY, 1 YEAR EXTENDED, TCHD $ 38.25 Replaced with "80388" 33518 3 YEAR EXTENDED WARRANTY DOCK 2 SIX BAY + CORE $ 784.50 Replaced with "80499" 33519 3 YEAR EXTENDED WARRANTY DOCK 2 SINGLE BAY + CORE $ 203.63 Replaced with "80392" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 8 33521 3 YEAR EXTENDED WARRANTY DOCK FLEX 2, 6 BAY + CORE $ 792.00 Replaced with "80500" 33522 3 YEAR EXTENDED WARRANTY DOCK FLEX 2, SINGLE BAY + CORE $ 207.00 Replaced with "80500" 33523 3 YEAR EXTENDED WARRANTY FLEX 2 CAMERA $ 469.50 Replaced with "80489" 33524 4 YEAR EXTENDED WARRANTY DOCK FLEX 2, 6 BAY + CORE $ 1,056.00 Replaced with "80500" 33525 4 YEAR EXTENDED WARRANTY DOCK FLEX 2, SINGLE BAY + CORE $ 276.00 Replaced with "80500" 44727 CERTIFICATION OPERATION REPAIR AND ENHANCEMENT (CORE) PLAN $ 62.50 Replaced with "Core" 50034 INTERVIEW PORTABLE KIT - EXTENDED WARRANTY YEAR 4 AND 5 $ 453.00 Replaced with "50448" 50038 AXON CLIENT SW (EACH CLIENT AND TOUCH PANEL) LICENSE PAYMENT $ 1,500.00 Replaced with "50037" 50040 AXON CLIENT SW (EACH CLIENT AND TOUCH PANEL) MAINT PAYMENT $ 25.00 Replaced with "50039" 50042 AXON STREAMING SERVER LICENSE ACCESS PAYMENT $ 1,750.00 Replaced with "50041" 50044 AXON STREAMING SERVER MAINTENANCE PAYMENT $ 29.17 Replaced with "50043" 50046 INTERVIEW ROOM UNLIMITED EVIDENCE.COM STORAGE PAYMENT $ 99.00 Replaced with "50045" 50050 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE YEAR 1 PAYMENT $ 828.00 Replaced with "80504" 50051 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE YEAR 2 PAYMENT $ 828.00 Replaced with "80504" 50052 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE YEAR 3 PAYMENT $ 828.00 Replaced with "80504" 50053 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE YEAR 4 PAYMENT $ 828.00 Replaced with "80504" 50054 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE YEAR 5 PAYMENT $ 828.00 Replaced with "80504" 50055 INTERVIEW ROOM UNLIMITED EVIDENCE.COM LICENSE YEAR 1 PAYMENT $ 1,188.00 Replaced with "50045" 50056 INTERVIEW ROOM UNLIMITED EVIDENCE.COM LICENSE YEAR 2 PAYMENT $ 1,188.00 Replaced with "50045" 50057 INTERVIEW ROOM UNLIMITED EVIDENCE.COM LICENSE YEAR 3 PAYMENT $ 1,188.00 Replaced with "50045" 50058 INTERVIEW ROOM UNLIMITED EVIDENCE.COM LICENSE YEAR 4 PAYMENT $ 1,188.00 Replaced with "50045" 50059 INTERVIEW ROOM UNLIMITED EVIDENCE.COM LICENSE YEAR 5 PAYMENT $ 1,188.00 Replaced with "50045" 50074 AXON CLIENT SOFTWARE MAINTENANCE ANNUAL PAYMENT $ 300.00 50083 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE 5 YEAR UPFRONT $ 4,140.00 Replaced with "80504" 50084 INTERVIEW ROOM UNLIMITED EVIDENCE.COM LICENSE 5 YEAR UPFRONT $ 5,940.00 Replaced with "50045" 50086 AXON CLIENT SOFTWARE MAINTENANCE 5 YEAR UPFRONT $ 1,500.00 50201 AXON SUPPORT ENGINEER, REGIONAL $ 60,000.00 EOL 50212 AXON COMMANDER, CAMERA LICENSE, TERM $ 120.00 EOL 50302 RESPOND CAD USER LICENSE - DISPATCHER PAYMENT $ 50.00 Replaced with "50300" 50308 RESPOND CAD USER LICENSE PAYMENT $ 50.00 Replaced with "50307" 50309 RESPOND CAD USER LICENSE - PATROL PAYMENT $ 50.00 Replaced with "50306" 50325 RESPOND, LTE SERVICE, AXON INDIA, PAYMENT $ 0.48 Replaced with "50324" 50327 RESPOND+, LTE SERVICE, AXON INDIA, PAYMENT $ 3.36 Replaced with "50326" 50329 RESPOND, SOFTWARE SERVICE, AXON INDIA, PAYMENT $ 4.32 Replaced with "50328" 50331 RESPOND+ SOFTWARE SERVICE, AXON INDIA, PAYMENT $ 14.85 Replaced with "50330" 50449 INTERVIEW ROOM 7 YR EXTENDED WARRANTY $ 2,060.00 Replaced with "50448" 50450 INTERVIEW ROOM BUNDLE - 1 CAMERA, 1 ROOM PAYMENT $ 319.00 Replaced with "IR1CB" 50451 INTERVIEW ROOM BUNDLE - 1 CAMERA, 2 ROOM PAYMENT $ 529.00 Replaced with "IR1CB" 50452 INTERVIEW ROOM BUNDLE - 1 CAMERA, 3 ROOM PAYMENT $ 739.00 Replaced with "IR1CB" 50453 INTERVIEW ROOM BUNDLE - 1 CAMERA, 4 ROOM PAYMENT $ 939.00 Replaced with "IR1CB" 50454 INTERVIEW ROOM BUNDLE - 1 CAMERA, 5 ROOM PAYMENT $ 1,149.00 Replaced with "IR1CB" 50455 INTERVIEW ROOM BUNDLE - 2 CAMERA, 1 ROOM PAYMENT $ 429.00 Replaced with "IR2CB" 50456 INTERVIEW ROOM BUNDLE - 2 CAMERA, 2 ROOM PAYMENT $ 749.00 Replaced with "IR2CB" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 9 50457 INTERVIEW ROOM BUNDLE - 2 CAMERA, 3 ROOM PAYMENT $ 1,059.00 Replaced with "IR2CB" 50458 INTERVIEW ROOM BUNDLE - 2 CAMERA, 4 ROOM PAYMENT $ 1,379.00 Replaced with "IR2CB" 50459 INTERVIEW ROOM BUNDLE - 2 CAMERA, 5 ROOM PAYMENT $ 1,699.00 Replaced with "IR2CB" 50460 INTERVIEW ROOM ADV BUNDLE - 1 CAMERA, 1 ROOM PAYMENT $ 399.00 Replaced with "IR1CA" 50461 INTERVIEW ROOM ADV BUNDLE - 1 CAMERA, 2 ROOM PAYMENT $ 629.00 Replaced with "IR1CA" 50462 INTERVIEW ROOM ADV BUNDLE - 1 CAMERA, 3 ROOM PAYMENT $ 859.00 Replaced with "IR1CA" 50463 INTERVIEW ROOM ADV BUNDLE - 1 CAMERA, 4 ROOM PAYMENT $ 1,079.00 Replaced with "IR1CA" 50464 INTERVIEW ROOM ADV BUNDLE - 1 CAMERA, 5 ROOM PAYMENT $ 1,309.00 Replaced with "IR1CA" 50465 INTERVIEW ROOM ADV BUNDLE - 2 CAMERA, 1 ROOM PAYMENT $ 509.00 Replaced with "IR2CA" 50466 INTERVIEW ROOM ADV BUNDLE - 2 CAMERA, 2 ROOM PAYMENT $ 849.00 Replaced with "IR2CA" 50467 INTERVIEW ROOM ADV BUNDLE - 2 CAMERA, 3 ROOM PAYMENT $ 1,189.00 Replaced with "IR2CA" 50468 INTERVIEW ROOM ADV BUNDLE - 2 CAMERA, 4 ROOM PAYMENT $ 1,519.00 Replaced with "IR2CA" 50469 INTERVIEW ROOM ADV BUNDLE - 2 CAMERA, 5 ROOM PAYMENT $ 1,859.00 Replaced with "IR2CA" 70030 EXTENDED WARRANTY, 2 YEAR,EVIDENCE.COM DOCK, CORE $ 31.40 Replaced with "80380" 70031 EXTENDED WARRANTY, 2 YEAR, EVIDENCE.COM AB2 DOCK, 1-BAY $ 51.75 Replaced with "80392" 70032 EXTENDED WARRANTY, 2 YEAR, EVIDENCE.COM AB2 DOCK, 6-BAY $ 434.00 Replaced with "80499" 70056 4-YEAR EXTENDED WARRANTY DOCK 2 SINGLE BAY + CORE $ 271.50 Replaced with "80392" 70057 4-YEAR EXTENDED WARRANTY DOCK 2 SIX BAY + CORE $ 1,046.00 Replaced with "80499" 73120 AXON 2-CAMERA FLEET SOLUTION $ - EOL 73121 AXON 2-CAMERA FLEET SOLUTION FEE $ 93.00 EOL 73198 AXON BODY 3 ENTERPRISE STARTER PACKAGE UPFRONT PAYMENT $ 3,564.00 73205 AXON BODY 3 - BATTERY $ 39.00 EOL 73245 AXON BODY 3 - 1 YEAR WARRANTY $ 140.00 Replaced with "80496" 73246 AXON BODY 3 - 8 BAY DOCK 1 YEAR WARRANTY $ 250.00 Replaced with "80498" 73247 AXON BODY 3 - 1 BAY DOCK 1 YEAR WARRANTY $ 65.00 Replaced with "80391" 73248 AXON BODY 3 - 4 YEAR WARRANTY $ 560.00 Replaced with "80496" 73249 AXON BODY 3 - 8 BAY DOCK 4 YEAR WARRANTY $ 1,000.00 Replaced with "80498" 73250 AXON BODY 3 - 2 YEAR WARRANTY $ 280.00 Replaced with "80496" 73251 AXON BODY 3 - 8 BAY DOCK 2 YEAR WARRANTY $ 500.00 Replaced with "80498" 73252 AXON BODY 3 - 1 BAY DOCK 2 YEAR WARRANTY $ 130.00 Replaced with "80391" 73265 TRANSFERRED AB3 CAMERA TAP WARRANTY $ - Replaced with "80496" 73266 TRANSFERRED AB3 MULTI-BAY DOCK TAP WARRANTY $ - Replaced with "80498" 73270 2 YEAR AB3 CAMERA TAP REPLACEMENT WARRANTY $ - Replaced with "80496" 73271 2 YEAR AB3 1-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80391" 73272 2 YEAR AB3 8-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80498" 73273 2.5 YEAR AB3 CAMERA TAP REPLACEMENT WARRANTY $ - Replaced with "80496" 73274 2.5 YEAR AB3 1-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80391" 73275 2.5 YEAR AB3 8-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80498" 73276 3 YEAR AB3 CAMERA TAP REPLACEMENT WARRANTY $ - Replaced with "80496" 73277 3 YEAR AB3 1-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80391" 73278 3 YEAR AB3 8-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80498" 73279 3.5 YEAR AB3 CAMERA TAP REPLACEMENT WARRANTY $ - Replaced with "80496" 73280 3.5 YEAR AB3 1-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80391" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 10 73281 3.5 YEAR AB3 8-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80498" 73282 4 YEAR AB3 CAMERA TAP REPLACEMENT WARRANTY $ - Replaced with "80496" 73283 4 YEAR AB3 1-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80391" 73284 4 YEAR AB3 8-BAY DOCK TAP REPLACEMENT WARRANTY $ - Replaced with "80498" 73285 AXON BODY 3 - 1 BAY DOCK 3 YEAR WARRANTY $ 195.00 Replaced with "80391" 73286 AXON BODY 3 - 1 BAY DOCK 4 YEAR WARRANTY $ 260.00 Replaced with "80391" 73287 AXON BODY 3 - 3 YEAR WARRANTY $ 420.00 Replaced with "80496" 73288 AXON BODY 3 - 8 BAY DOCK 3 YEAR WARRANTY $ 750.00 Replaced with "80498" 73289 SINGLE BAY DATAPORT 2 YEAR EXTENDED WARRANTY $ 35.00 Replaced with "80391" 73290 SINGLE BAY DATAPORT 3 YEAR EXTENDED WARRANTY $ 52.50 Replaced with "80391" 73300 5 Year Officer Safety Plan AB3 Camera $ - 73319 1-BAY DOCK AXON CAMERA REFRESH FIVE $ - 73324 MULTI-BAY BWC DOCK 5TH REFRESH $ - 73329 AXON CAMERA REFRESH FIVE $ - 73335 FLEET CAMERA REFRESH (ONE FRONT AND ONE REAR) $ - EOL 73337 UCP X2 ANNUAL CARTRIDGE SHIPMENT $ - EOL 73338 UCP X26P ANNUAL CARTRIDGE SHIPMENT $ - EOL 73341 AXON FLEX CONTROLLER REFRESH ONE $ - 73342 AXON FLEX CONTROLLER REFRESH TWO $ - 73350 BWC HARDWARE FINANCING HEADER $ - Replaced with "BWCamTAP" 73351 BWC HARDWARE FINANCING PAYMENT $ 23.30 Replaced with "BWCamTAP" 73355 TRANSFERRED WARRANTY 1 BAY DATAPORT $ - Replaced with "80381" 73356 TRANSFERRED WARRANTY 6 BAY DATAPORT $ - Replaced with "80390" 73357 TRANSFERRED WARRANTY AB2 1 BAY DOCK $ - Replaced with "80392" 73358 TRANSFERRED WARRANTY AB2 6 BAY DOCK $ - Replaced with "80499" 73359 TRANSFERRED WARRANTY AB2 CAMERA $ - Replaced with "80494" 73360 TRANSFERRED WARRANTY AB3 1 BAY DOCK $ - Replaced with "80391" 73361 TRANSFERRED WARRANTY AB3 8 BAY DOCK $ - Replaced with "80498" 73362 TRANSFERRED WARRANTY AB3 CAMERA $ - Replaced with "80496" 73363 TRANSFERRED WARRANTY CORE $ - Replaced with "80380" 73364 TRANSFERRED WARRANTY FLEX 2 1 BAY DOCK $ - Replaced with "80939" 73365 TRANSFERRED WARRANTY FLEX 2 6 BAY DOCK $ - Replaced with "80500" 73366 TRANSFERRED WARRANTY FLEX 2 CAMERA $ - Replaced with "80489" 73367 TRANSFERRED WARRANTY TASER 7 1 BAY DOCK $ - Replaced with "80381" 73368 TRANSFERRED WARRANTY TASER 7 BATTERY $ - Replaced with "80374" 73369 TRANSFERRED WARRANTY TASER 7 CQ HANDLE $ - Replaced with "80394" 73370 TRANSFERRED WARRANTY TASER 7 6 BAY DOCK $ - Replaced with "80396" 73371 TRANSFERRED WARRANTY TASER 7 HANDLE $ - Replaced with "80395" 73372 TRANSFERRED WARRANTY TCHD $ - Replaced with "80388" 73373 TRANSFERRED WARRANTY X2 HANDLE $ - Replaced with "80399" 73374 TRANSFERRED WARRANTY X26P HANDLE $ - Replaced with "80398" 73375 TRANSFERRED WARRANTY FLEET 2 KIT $ - Replaced with "80397" 73376 TRANSFERRED WARRANTY FLEET 2 FRONT CAMERA SYSTEM $ - Replaced with "80382" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 11 73377 TRANSFERRED WARRANTY FLEET 2 REAR CAMERA SYSTEM $ - Replaced with "80383" 73378 TRANSFERRED WARRANTY FLEET 2 REAR CAMERA CONTROLLER $ - Replaced with "80375" 73379 TRANSFERRED WARRANTY FLEET 2 JUNCTION BOX $ - Replaced with "80372" 73380 TRANSFERRED WARRANTY FLEET WIRELESS MICROPHONE $ - Replaced with "80376" 73381 TRANSFERRED WARRANTY FLEET 2 SIGNAL UNIT $ - Replaced with "80379" 73382 TRANSFERRED WARRANTY FLEET 2 BATTERY SYSTEM $ - Replaced with "80373" 73383 TRANSFERRED WARRANTY, FLEET 3, DUAL-VIEW CAMERA $ - Replaced with "80386" 73384 TRANSFERRED WARRANTY, FLEET 3, INTERIOR CAMERA $ - Replaced with "80385" 73385 TRANSFERRED WARRANTY, FLEET 3, HUB $ - Replaced with "80389" 73386 TRANSFERRED WARRANTY, FLEET 3, WIRELESS MIC $ - Replaced with "80378" 73387 TRANSFERRED WARRANTY, FLEET 3, CHARGING BASE $ - Replaced with "80377" 73388 TRANSFERRED WARRANTY, FLEET 3, WIRELESS MIC KIT $ - Replaced with "80384" 73389 TRANSFERRED WARRANTY, FLEET 3, 2 CAMERA KIT $ - Replaced with "80384" 73419 RESPOND DEVICE LICENSE PLUS UPGRADE PAYMENT $ 14.00 Replaced with "73447" 73448 RESPOND DEVICE TO RESPOND DEVICE PLUS LICENSE PAYMENT $ 16.00 Replaced with "73447" 73479 REDACTION ASSISTANT USER ACCESS PAYMENT $ 9.00 Replaced with "73478" 73619 CITIZEN FOR COMMUNITIES USER ACCESS PAYMENT $ 9.00 Replaced with "73618" 73636 OSP 7+ NON-HARDWARE USER ADD ON PAYMENT $ 49.00 73639 STANDARDS LICENSE PAYMENT $ 9.00 Replaced with "73638" 73665 RESPOND DEVICE PAYMENT $ 5.00 Replaced with "73449' 73666 RESPOND DEVICE PLUS PAYMENT $ 19.00 Replaced with "73680" 73779 CAMERA USER EVIDENCE.COM LICENSE PAYMENT $ 10.00 Replaced with "73778" 73807 OSP STANDARD PAYMENT $ 109.00 Replaced with "OSP7" 73810 2020 - OFFICER SAFETY PLAN 7 $ - Replaced with "OSP7" 73811 2020 - OFFICER SAFETY PLAN 7 PAYMENT $ 159.00 Replaced with "OSP7" 73818 OSP STANDARD BUNDLE $ - Replaced with "OSP7" 73819 OSP STANDARD BUNDLE PAYMENT $ 109.00 Replaced with "OSP7" 73820 2020 - OFFICER SAFETY PLAN 7 PLUS $ - Replaced with "OSP7+" 73821 2020 - OFFICER SAFETY PLAN 7 PLUS PAYMENT $ 229.00 Replaced with "OSP7+" 73822 2020 - OFFICER SAFETY PLAN 7 + TRUE UP PAYMENT: Y1 $ 81.50 Replaced with "73951" 73823 2020 - OFFICER SAFETY PLAN 7 + TRUE UP PAYMENT: Y2 $ 50.75 Replaced with "73952" 73827 AB3 CAMERA TAP WARRANTY $ - Replaced with "80496" 73828 AB3 8 BAY DOCK TAP WARRANTY $ - Replaced with "80498" 73829 AB3 BASIC ENTERPRISE STARTER PKG UPFRONT PAYMENT $ 2,700.00 73830 EVIDENCE.COM UNLIMITED AXON DEVICE STORAGE PAYMENT $ 24.00 Replaced with "73686" 73831 10 GB EVIDENCE.COM A-LA-CART STORAGE PAYMENT $ 0.40 Replaced with "73683" 73832 10 GB EVIDENCE.COM ARCHIVAL A-LA-CART STORAGE PAYMENT $ 0.07 Replaced with "73684" 73833 AXON RECORDS FULL PAYMENT $ 29.00 Replaced with "73681" 73834 EVIDENCE.COM VIEWER LICENSE PAYMENT $ 5.00 Replaced with "73687" 73835 AUTO TAGGING LICENSE PAYMENT $ 9.00 Replaced with "73682" 73836 PERFORMANCE LICENSE PAYMENT $ 9.00 Replaced with "73739" 73837 EVIDENCE.COM PROFESSIONAL LICENSE PAYMENT $ 39.00 Replaced with "73746" 73839 PROSECUTOR PROFESSIONAL LICENSE PAYMENT $ 39.00 Replaced with "73838" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 12 73841 EVIDENCE.COM BASIC LICENSE PAYMENT $ 15.00 Replaced with "73840" 73842 UNLIMITED EVIDENCE.COM TAP BUNDLE PAYMENT $ 89.00 73851 ADVANCE DIGITAL EVIDENCE MANAGEMENT ADD-ON PAYMENT $ 15.00 Replaced with "73850" 73853 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 101-250 $ 6,094.00 73854 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 251-500 $ 11,875.00 73855 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 1-100 $ 2,500.00 73857 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 501-1000 $ 22,500.00 73858 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 1001-5000 $ 106,250.00 73859 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 5001-10000 $ 200,000.00 73860 DIGITAL EVIDENCE MANAGEMENT BUNDLE PAYMENT 10001 PLUS $ 350,000.00 73870 DEMS ONLY PROFESSIONAL EVIDENCE.COM ENTERPRISE LICENSE $ - 73871 DEMS ONLY CITIZEN FOR COMMUNITIES LICENSE $ - 73872 DEMS ONLY REDACTION ASSISTANT LICENSE $ - 73873 DEMS ONLY ADVANCE USER MANAGEMENT LICENSES $ - 73874 DEMS ONLY ADV DIGITLAL EVIDENCE MANAGEMENT ADD-ON $ - 73875 DEMS ONLY AUTO TAGGING LICENSE $ - 73880 2020 - OSP TASER CERT PLAN YEAR 6-10 PAYMENT Y6 $ 236.00 Replaced with "T7Cert10Y" 73881 2020 - OSP TASER CERT PLAN YEAR 6-10 PAYMENT Y7 $ 243.00 Replaced with "T7Cert10Y" 73882 2020 - OSP TASER CERT PLAN YEAR 6-10 PAYMENT Y8 $ 250.25 Replaced with "T7Cert10Y" 73883 2020 - OSP TASER CERT PLAN YEAR 6-10 PAYMENT Y9 $ 257.75 Replaced with "T7Cert10Y" 73884 2020 - OSP TASER CERT PLAN YEAR 6-10 PAYMENT Y10 $ 265.50 Replaced with "T7Cert10Y" 73885 2020 - OSP 7 + 10 YEAR BUNDLE $ - Replaced with "OSP7+10Year" 73892 STANDARDS LICENSE, NON-OSP $ - 73924 OSP7 FOR CORRECTIONS (POST) PLAN BUNDLE $ - Replaced with "CPSP" 73925 OSP7 FOR CORRECTIONS (POST) BUNDLE PAYMENT $ 357.00 Replaced with "CPSP" 73927 OSP7 FOR CORRECTIONS PLAN BUNDLE HEADER $ - Replaced with "CSP" 73928 OSP7 FOR CORRECTIONS BUNDLE PAYMENT $ 139.00 Replaced with "CSP" 73930 OSP7 FOR CORRECTIONS (POST) BUNDLE HEADER - 10 YR $ - Replaced with "CPSP" 73931 OSP7 FOR CORRECTIONS PLAN BUNDLE HEADER - 10 YEAR $ - Replaced with "CSP" 73940 OFFICER SAFETY PLAN 7+ PREMIUM BUNDLE $ - Replaced with "OSP7+Premium" 73941 OFFICER SAFETY PLAN 7+ PREMIUM PAYMENT $ 239.00 Replaced with "OSP7+Premium" 73943 OFFICER SAFETY PLAN 7+ PREMIUM 10 YR BUNDLE HEADER $ - Replaced with "OSP7+Premium10Year" 73944 OFFICER SAFETY PLAN 7 + BUNDLE HEADER $ - Replaced with "OSP7+" 73945 OFFICER SAFETY PLAN 7 + 10 YEAR BUNDLE HEADER $ - Replaced with "OSP7+10Year" 73946 OFFICER SAFETY PLAN 7 BUNDLE HEADER $ - Replaced with "OSP7" 73947 OFFICER SAFETY PLAN 7 10 YEAR BUNDLE HEADER $ - Replaced with "OSP710Year" 73948 OSP7 UPGRADE BUNDLE HEADER $ - 73957 OFFICER SAFETY PLAN 7 + PAYMENT $ 209.00 Replaced with "OSP7+" 73958 OFFICER SAFETY PLAN 7 PAYMENT $ 159.00 Replaced with "OSP7" 73959 OFFICER SAFETY PLAN PLUS YEAR 6-10 PAYMENT Y6 $ 215.27 Replaced with "OSP7+10Year" 73960 OFFICER SAFETY PLAN PLUS YEAR 6-10 PAYMENT Y7 $ 221.73 Replaced with "OSP7+10Year" 73961 OFFICER SAFETY PLAN PLUS YEAR 6-10 PAYMENT Y8 $ 228.38 Replaced with "OSP7+10Year" 73962 OFFICER SAFETY PLAN PLUS YEAR 6-10 PAYMENT Y9 $ 235.23 Replaced with "OSP7+10Year" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 13 73963 OFFICER SAFETY PLAN PLUS YEAR 6-10 PAYMENT Y10 $ 242.29 Replaced with "OSP7+10Year" 73964 OFFICER SAFETY PLAN 7+ PREMIUM PAYMENT Y6 $ 246.17 Replaced with "OSP7+Premium10Year" 73965 OFFICER SAFETY PLAN 7+ PREMIUM PAYMENT Y7 $ 253.56 Replaced with "OSP7+Premium10Year" 73966 OFFICER SAFETY PLAN 7+ PREMIUM PAYMENT Y8 $ 261.16 Replaced with "OSP7+Premium10Year" 73967 OFFICER SAFETY PLAN 7+ PREMIUM PAYMENT Y9 $ 269.00 Replaced with "OSP7+Premium10Year" 73968 OFFICER SAFETY PLAN 7+ PREMIUM PAYMENT Y10 $ 277.07 Replaced with "OSP7+Premium10Year" 73990 OFFICER SAFETY PLAN 7 PAYMENT Y6 $ 163.77 Replaced with "OSP710Year" 73991 OFFICER SAFETY PLAN 7 PAYMENT Y7 $ 168.68 Replaced with "OSP710Year" 73992 OFFICER SAFETY PLAN 7 PAYMENT Y8 $ 173.74 Replaced with "OSP710Year" 73993 OFFICER SAFETY PLAN 7 PAYMENT Y9 $ 178.96 Replaced with "OSP710Year" 73994 OFFICER SAFETY PLAN 7 PAYMENT Y10 $ 184.32 Replaced with "OSP710Year" 73995 OFFICER SAFETY PLAN 7 + PREMIUM 10Y PAYMENT Y1-5 $ 239.00 Replaced with "OSP7+Premium10Year" 73996 OFFICER SAFETY PLAN 7 + 10Y PAYMENT Y1-5 $ 209.00 Replaced with "OSP7+10Year" 73997 OFFICER SAFETY PLAN 7 10Y PAYMENT Y1-5 $ 159.00 Replaced with "OSP710Year" 74047 2 YEAR TAP FLEX 2 CONTROLLER REPLACEMENT $ - Replaced with "BWCamTAP" 74048 2.5 YEAR TAP FLEX 2 CONTROLLER REPLACEMENT $ - Replaced with "BWCamTAP" 74049 3 YEAR TAP FLEX 2 CONTROLLER REPLACEMENT $ - Replaced with "BWCamTAP" 74050 3.5 YEAR TAP FLEX 2 CONTROLLER REPLACEMENT $ - Replaced with "BWCamTAP" 74051 4 YEAR TAP FLEX 2 CONTROLLER REPLACEMENT $ - Replaced with "BWCamTAP" 74301 FLOCK SAFETY ALPR CAMERA SYSTEM PAYMENT $ 208.00 Replaced with "74300" 74311 FLOCK CAMERA REFERRAL FEE MONTHLY PAYMENT $ 31.25 Replaced with "74310" 75009 4 YEAR EXTENDED WARRANTY FLEX 2 $ 626.00 Replaced with "80489" 80021 PRO EVIDENCE.COM LICENSE: 5 YEAR $ 2,340.00 Replaced with "73746" 80041 ADV USER MANAGEMENT ADD-ON: 5 YEAR $ 600.00 Replaced with "80503" 80061 API PLATFORM ADD-ON: 5 YEAR $ - 80074 OFFICER SAFETY PLAN STANDARD BWC AND CEW BUNDLE: 5 YEAR $ 6,897.00 Replaced with "OSP7" 80108 5 YEAR OFFICER SAFETY PLAN STANDARD FLEX 2 CAMERA $ - Replaced with "OSP7" 80111 5 YEAR OFFICER SAFETY PLAN STANDARD 6-BAY DOCK AB2 $ - Replaced with "OSP7" 80114 5 YEAR OFFICER SAFETY PLAN STANDARD AXON 1-BAY DOCK $ - Replaced with "OSP7" 80117 FIVE YEAR OFFICER SAFETY PLAN STANDARD FLEX 2 CONTROLLER $ - Replaced with "OSP7" 80118 2 YEAR EXTENDED WARRANTY FLEX 2 CAMERA $ 318.00 Replaced with "80489" 80124 2 YEAR EXTENDED WARRANTY DOCK FLEX 2, SINGLE BAY + CORE $ 138.00 Replaced with "80393" 80125 2 YEAR EXTENDED WARRANTY DOCK FLEX 2, 6 BAY + CORE $ 528.00 Replaced with "80500" 80138 TASER 60 X26P UNLIMITED $ - Replaced with "TASER60-X26PUnlimited" 80173 FLEET 2 TAP PAYMENT: 5 YEAR UPFRONT $ 2,400.00 Replaced with "Fleet2U" 80174 FLEET 2 TAP PAYMENT: YEAR 1 $ 480.00 Replaced with "Fleet2U" 80175 FLEET 2 TAP PAYMENT: YEAR 2 $ 480.00 Replaced with "Fleet2U" 80176 FLEET 2 TAP PAYMENT: YEAR 3 $ 480.00 Replaced with "Fleet2U" 80177 FLEET 2 TAP PAYMENT: YEAR 4 $ 480.00 Replaced with "Fleet2U" 80178 FLEET 2 TAP PAYMENT: YEAR 5 $ 480.00 Replaced with "Fleet2U" 80181 EXTENDED WARRANTY, 4 YEAR, FLEET 2 KIT $ 312.00 Replaced with "80397" 80182 EXTENDED WARRANTY, 4 YEAR, FLEET 2 FRONT CAMERA SYSTEM $ 76.00 Replaced with "80382" 80183 EXTENDED WARRANTY, 4 YEAR, FLEET 2 REAR CAMERA SYSTEM $ 76.00 Replaced with "80383" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 14 80184 EXTENDED WARRANTY, 4 YEAR, FLEET 2 REAR CAMERA CONTROLLER $ 36.00 Replaced with "80375" 80185 EXTENDED WARRANTY, 4 YEAR, FLEET 2 JUNCTION BOX $ 16.00 Replaced with "80372" 80206 FLEET WIRELESS MICROPHONE - 4 YEAR EXTENDED WARRANTY $ 41.80 Replaced with "80376" 80213 FLEET WIRELESS MICROPHONE BUNDLE PAYMENT $ 6.00 80215 FLEET EVIDENCE.COM UNLIMITED STORAGE PAYMENT $ 34.00 Replaced with "80214" 80216 FLEET 2 UNLIMITED 60 PAYMENT $ 99.00 Replaced with "Fleet2U" 80217 FLEET 2 UNLIMITED WITH TAP PAYMENT $ 129.00 Replaced with "Fleet2U" 80219 WI-FI OFFLOAD, SOFTWARE MAINTENANCE PAYMENT $ 50.00 Replaced with "80218" 80222 FLEET EVIDENCE.COM LICENSE PAYMENT $ 29.00 Replaced with "80221" 80224 INACTIVE CHANNEL ACCESS PAYMENT $ 5,000.00 Replaced with "80223" 80226 ACTIVE CHANNEL ACCESS PAYMENT $ 417.00 Replaced with "80225" 80228 RESPOND DEVICE VIEW-ONLY PAYMENT $ - Replaced with "80227" 80270 EXTENDED WARRANTY, 4 YEAR, FLEET 2 SIGNAL UNIT $ 55.80 Replaced with "80379" 80271 EXTENDED WARRANTY, 4 YEAR, FLEET 2 BATTERY SYSTEM $ 20.00 Replaced with "80373" 80276 AXON COMMANDER PRO LICENSE, SMA PAYMENT $ 22.91 Replaced with "80275" 80278 AXON COMMANDER, PRO LICENSE, TERM PAYMENT $ 39.00 Replaced with "80277" 80280 AXON COMMANDER CAMERA LICENSE, SMA PAYMENT $ 7.50 Replaced with "50211" 80282 AXON COMMANDER, CAMERA LICENSE, TERM PAYMENT $ 10.00 Replaced with "80281" 80284 COMMANDER - TASER 7 - TERM LICENSE PAYMENT $ 5.00 Replaced with "80283" 80286 COMMANDER - TASER 7 - PERPETUAL LICENSE SMA PAYMENT $ 87.00 Replaced with "80285" 80291 AXON COMMANDER BASIC LICENSE, TERM PAYMENT $ 15.00 Replaced with "80290" 80292 AXON COMMANDER CAMERA LICENSE, PERPETUAL PAYMENT $ 360.00 Replaced with "80279" 80293 AXON COMMANDER PRO LICENSE PERPETUAL PAYMENT $ 1,100.00 Replaced with "50091" 80295 AXON COMMANDER SERVER PERPETUAL LICENSE PAYMENT $ 2,500.00 Replaced with "80294" 80297 AXON COMMANDER SERVER SMA PAYMENT $ 53.00 Replaced with "80296" 80299 AXON COMMANDER SERVER TERM LICENSE PAYMENT $ 42.00 Replaced with "80298" 80321 PEO ADD-ON PAYMENT $ 9.00 Replaced with "80320" 80323 LIVE STREAMING ADD-ON PAYMENT $ 9.00 Replaced with "80322" 80325 EXTENDED WARRANTY, 1 YEAR, FLEET 2 BATTERY SYSTEM $ 5.00 Replaced with "80373" 80326 EXT WARRANTY, 1 YEAR, FLEET 2 FRONT CAMERA SYSTEM $ 19.00 Replaced with "80382" 80327 EXTENDED WARRANTY, 1 YEAR, FLEET 2 JUNCTION BOX $ 4.00 Replaced with "80372" 80328 EXTENDED WARRANTY, 1 YEAR, FLEET 2 KIT $ 78.00 Replaced with "80397" 80329 EXT WARRANTY, 1 YEAR, FLEET 2 REAR CAM CONTROLLER $ 9.00 Replaced with "80375" 80330 EXT WARRANTY, 1 YEAR, FLEET 2 REAR CAMERA SYSTEM $ 19.00 Replaced with "80383" 80331 EXTENDED WARRANTY, 1 YEAR, FLEET 2 SIGNAL UNIT $ 13.95 Replaced with "80379" 80332 EXTENDED WARRANTY, 1 YEAR,EVIDENCE.COM DOCK, CORE $ 15.70 Replaced with "80380" 80333 EXTENDED WARRANTY, 2 YEAR, FLEET 2 BATTERY SYSTEM $ 10.00 Replaced with "80373" 80334 EXT WARRANTY, 2 YEAR, FLEET 2 FRONT CAMERA SYSTEM $ 38.00 Replaced with "80382" 80335 EXTENDED WARRANTY, 2 YEAR, FLEET 2 JUNCTION BOX $ 8.00 Replaced with "80372" 80336 EXTENDED WARRANTY, 2 YEAR, FLEET 2 KIT $ 156.00 Replaced with "80397" 80337 EXT WARRANTY, 2 YEAR, FLEET 2 REAR CAM CONTROLLER $ 18.00 Replaced with "80375" 80338 EXT WARRANTY, 2 YEAR, FLEET 2 REAR CAMERA SYSTEM $ 38.00 Replaced with "80383" 80339 EXTENDED WARRANTY, 2 YEAR, FLEET 2 SIGNAL UNIT $ 27.90 Replaced with "80379" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 15 80340 EXTENDED WARRANTY, 3 YEAR, FLEET 2 BATTERY SYSTEM $ 15.00 Replaced with "80373" 80341 EXT WARRANTY, 3 YEAR, FLEET 2 FRONT CAMERA SYSTEM $ 57.00 Replaced with "80382" 80342 EXTENDED WARRANTY, 3 YEAR, FLEET 2 JUNCTION BOX $ 12.00 Replaced with "80372" 80343 EXTENDED WARRANTY, 3 YEAR, FLEET 2 KIT $ 234.00 Replaced with "80397" 80344 EXT WARRANTY, 3 YEAR, FLEET 2 REAR CAM CONTROLLER $ 27.00 Replaced with "80375" 80345 EXT WARRANTY, 3 YEAR, FLEET 2 REAR CAMERA SYSTEM $ 57.00 Replaced with "80383" 80346 EXTENDED WARRANTY, 3 YEAR, FLEET 2 SIGNAL UNIT $ 41.85 Replaced with "80379" 80347 EXTENDED WARRANTY, 3 YEAR, EVIDENCE.COM DOCK, CORE $ 47.10 Replaced with "80380" 80348 EXT WARRANTY, 1 YEAR, FLEET WIRELESS MICROPHONE $ 10.45 Replaced with "80376" 80349 EXT WARRANTY, 2 YEAR, FLEET WIRELESS MICROPHONE $ 20.90 Replaced with "80376" 80350 EXT WARRANTY, 3 YEAR, FLEET WIRELESS MICROPHONE $ 31.35 Replaced with "80376" 80351 EXT WARRANTY, FLEET 3, 2 CAMERA KIT, 1 YEAR $ 107.50 Replaced with "80495" 80352 EXT WARRANTY, FLEET 3, 2 CAMERA KIT, 2 YEARS $ 215.00 Replaced with "80495" 80353 EXT WARRANTY, FLEET 3, 2 CAMERA KIT, 3 YEARS $ 322.50 Replaced with "80495" 80354 EXT WARRANTY, FLEET 3, CHARGING BASE, 1 YEAR $ 12.25 Replaced with "80377" 80355 EXT WARRANTY, FLEET 3, CHARGING BASE, 2 YEARS $ 24.50 Replaced with "80377" 80356 EXT WARRANTY, FLEET 3, CHARGING BASE, 3 YEARS $ 36.75 Replaced with "80377" 80357 EXT WARRANTY, FLEET 3, DUAL-VIEW CAMERA, 1 YEAR $ 28.75 Replaced with "80386" 80358 EXT WARRANTY, FLEET 3, DUAL-VIEW CAMERA, 2 YEARS $ 57.50 Replaced with "80386" 80359 EXT WARRANTY, FLEET 3, DUAL-VIEW CAMERA, 3 YEARS $ 86.25 Replaced with "80386" 80360 EXT WARRANTY, FLEET 3, HUB, 1 YEAR $ 53.75 Replaced with "80389" 80361 EXT WARRANTY, FLEET 3, HUB, 2 YEARS $ 107.50 Replaced with "80389" 80362 EXT WARRANTY, FLEET 3, HUB, 3 YEARS $ 161.25 Replaced with "80389" 80363 EXT WARRANTY, FLEET 3, INTERIOR CAMERA, 1 YEAR $ 25.00 Replaced with "80385" 80364 EXT WARRANTY, FLEET 3, INTERIOR CAMERA, 2 YEARS $ 50.00 Replaced with "80385" 80365 EXT WARRANTY, FLEET 3, INTERIOR CAMERA, 3 YEARS $ 75.00 Replaced with "80385" 80366 EXT WARRANTY, FLEET 3, WIRELESS MIC KIT, 1 YEAR $ 24.50 Replaced with "80384" 80367 EXT WARRANTY, FLEET 3, WIRELESS MIC KIT, 2 YEARS $ 49.00 Replaced with "80384" 80368 EXT WARRANTY, FLEET 3, WIRELESS MIC KIT, 3 YEARS $ 73.50 Replaced with "80384" 80369 EXT WARRANTY, FLEET 3, WIRELESS MIC, 1 YEAR $ 12.25 Replaced with "80378" 80370 EXT WARRANTY, FLEET 3, WIRELESS MIC, 2 YEARS $ 24.50 Replaced with "80378" 80371 EXT WARRANTY, FLEET 3, WIRELESS MIC, 3 YEARS $ 36.75 Replaced with "80378" 80420 TAP, FLEET 3, INTERIOR CAMERA, 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80421 TAP, FLEET 3, HUB, 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80422 TAP, FLEET 3, WIRELESS MIC, 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80423 TAP, FLEET 3, CHARGING BASE, 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80424 TAP, FLEET 3, WIRELESS MIC KIT, 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80425 TAP, FLEET 3, 2 CAMERA KIT, 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80426 TAP, FLEET 3, DUAL-VIEW CAMERA 1 REFRESH ACCESS $ - Replaced with "Fleet3B+TAP" 80440 FLEET, EVIDENCE LICENSE 1 CAMERA STORAGE, PAYMENT $ 17.00 Replaced with "80400" 80441 FLEET 3, ALPR LICENSE, 1 CAMERA, PAYMENT $ 49.00 Replaced with "80401" 80442 RESPOND DEVICE LICENSE - FLEET 3 - PAYMENT $ 15.00 Replaced with "80402" 80443 TAP, FLEET 3, DUAL-VIEW CAMERA 1 REFRESH PAYMENT $ 13.00 Replaced with "Fleet3B+TAP" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 16 80444 TAP, FLEET 3, INTERIOR CAMERA, 1 REFRESH PAYMENT $ 11.00 Replaced with "Fleet3B+TAP" 80445 TAP, FLEET 3, HUB, 1 REFRESH PAYMENT $ 24.00 Replaced with "Fleet3B+TAP" 80446 TAP, FLEET 3, WIRELESS MIC, 1 REFRESH PAYMENT $ 5.50 Replaced with "Fleet3B+TAP" 80447 TAP, FLEET 3, CHARGING BASE, 1 REFRESH PAYMENT $ 5.50 Replaced with "Fleet3B+TAP" 80448 TAP, FLEET 3, WIRELESS MIC KIT, 1 REFRESH PAYMENT $ 12.00 Replaced with "Fleet3B+TAP" 80449 TAP, FLEET 3, 2 CAMERA KIT, 1 REFRESH PAYMENT $ 52.50 Replaced with "Fleet3B+TAP" 80457 FLEET 3 BASIC PAYMENT $ 129.00 Replaced with "Fleet3B" 80458 FLEET 3 BASIC WITH TAP PAYMENT $ 169.00 Replaced with "Fleet3B+TAP" 80459 FLEET 3 ADVANCED BUNDLE WITH TAP PAYMENT $ 208.00 Replaced with "Fleet3A" 80463 FLEET, VEHICLE LICENSE, PAYMENT $ 20.00 Replaced with "80400" 80471 FLEET 3 ADVANCED RENEWAL WITH TAP $ - Replaced with "Fleet3ARe" 80472 FLEET 3 RENEWAL WITH TAP $ - Replaced with "Fleet3B+TAPRe" 80473 FLEET 3 RENEWAL $ - Replaced with "Fleet3BRe" 80474 FLEET 3 ADVANCED RENEWAL WITH TAP PAYMENT $ 148.00 Replaced with "Fleet3ARe" 80475 FLEET 3 RENEWAL WITH TAP PAYMENT $ 109.00 Replaced with "Fleet3B+TAPRe" 80476 FLEET 3 RENEWAL PAYMENT $ 69.00 Replaced with "Fleet3B+TAPRe" 80480 EXT WARRANTY, FLEET 3, DUAL-VIEW CAMERA, 4 YEARS $ 115.00 Replaced with "80386" 80481 EXT WARRANTY, FLEET 3, INTERIOR CAMERA, 4 YEARS $ 100.00 Replaced with "80385" 80482 EXT WARRANTY, FLEET 3, HUB, 4 YEARS $ 215.00 Replaced with "80389" 80483 EXT WARRANTY, FLEET 3, WIRELESS MIC, 4 YEARS $ 49.00 Replaced with "80378" 80484 EXT WARRANTY, FLEET 3, CHARGING BASE, 4 YEARS $ 49.00 Replaced with "80377" 80485 EXT WARRANTY, FLEET 3, WIRELESS MIC KIT, 4 YEARS $ 98.00 Replaced with "80384" 80486 EXT WARRANTY, FLEET 3, 2 CAMERA KIT, 4 YEARS $ 430.00 Replaced with "80495" 85035 EVIDENCE.COM STORAGE $ - 85099 EVIDENCE.COM INTEGRATION LICENSE: 5 YEAR $ 900.00 85130 OFFICER SAFETY PLAN STANDARD YEAR 1 PAYMENT $ 1,379.40 Replaced with "OSP7" 85131 OFFICER SAFETY PLAN STANDARD YEAR 2 PAYMENT $ 1,379.40 Replaced with "OSP7" 85132 OFFICER SAFETY PLAN STANDARD YEAR 3 PAYMENT $ 1,379.40 Replaced with "OSP7" 85133 OFFICER SAFETY PLAN STANDARD YEAR 4 PAYMENT $ 1,379.40 Replaced with "OSP7" 85134 OFFICER SAFETY PLAN STANDARD YEAR 5 PAYMENT $ 1,379.40 Replaced with "OSP7" 85135 OFFICER SAFETY PLAN STANDARD FIVE YEAR CONTRACT UPFRONT PAYM $ 6,897.00 Replaced with "OSP7" 85151 5 YEAR OFFICER SAFETY PLAN STANDARD 6-BAY DOCK EVIDENCE.COM $ - Replaced with "OSP7" 85152 5 YEAR OFFICER SAFETY PLAN STANDARD 1-BAY DOCK EVIDENCE.COM $ - Replaced with "OSP7" 85174 TASER 60 X26P $ - Replaced with "TASER60-X26PBasic" 85175 TASER 60 X2 $ - Replaced with "TASER60-X2Basic" 85176 TASER 60 YEAR 1 PAYMENT: X2 BASIC $ 379.34 Replaced with "TASER60-X2Basic" 85177 TASER 60 YEAR 2 PAYMENT: X2 BASIC $ 379.34 Replaced with "TASER60-X2Basic" 85178 TASER 60 YEAR 3 PAYMENT: X2 BASIC $ 379.34 Replaced with "TASER60-X2Basic" 85179 TASER 60 YEAR 4 PAYMENT: X2 BASIC $ 379.34 Replaced with "TASER60-X2Basic" 85180 TASER 60 YEAR 5 PAYMENT: X2 BASIC $ 379.34 Replaced with "TASER60-X2Basic" 85181 TASER 60 YEAR 1 PAYMENT: X26P BASIC $ 319.77 Replaced with "TASER60-X26PBasic" 85182 TASER 60 YEAR 2 PAYMENT: X26P BASIC $ 319.77 Replaced with "TASER60-X26PBasic" 85183 TASER 60 YEAR 3 PAYMENT: X26P BASIC $ 319.77 Replaced with "TASER60-X26PBasic" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 17 85184 TASER 60 YEAR 4 PAYMENT: X26P BASIC $ 319.77 Replaced with "TASER60-X26PBasic" 85185 TASER 60 YEAR 5 PAYMENT: X26P BASIC $ 319.77 Replaced with "TASER60-X26PBasic" 85219 2 YEAR TAP EVIDENCE.COM DOCK CORE REPLACEMENT $ - 85222 2 YEAR TAP EVIDENCE.COM DOCK SINGLE BAY REPLACEMENT $ - 85223 2 YEAR TAP EVIDENCE.COM DOCK 6 BAY REPLACEMENT $ - 85224 2 YEAR TAP 6-BAY DOCK EVIDENCE.COM DOCK REPLACEMENT $ - 85225 2 YEAR TAP 1-BAY DOCK EVIDENCE.COM REPLACEMENT $ - 85226 2 YEAR TAP BODY 2 REPLACEMENT $ - 85227 2 YEAR TAP DOCK 2 SINGLE BAY REPLACEMENT $ - 85228 2 YEAR TAP DOCK 2 SIX BAY REPLACEMENT $ - 85229 2 YEAR TAP DOCK 2 SIX BAY + CORE REPLACEMENT $ - 85230 2 YEAR TAP DOCK 2 SINGLE BAY + CORE REPLACEMENT $ - 85232 2.5 YEAR TAP EVIDENCE.COM DOCK CORE REPLACEMENT $ - 85233 2.5 YEAR TAP EVIDENCE.COM DOCK SINGLE BAY REPLACEMENT $ - 85234 2.5 YEAR TAP EVIDENCE.COM DOCK 6 BAY REPLACEMENT $ - 85240 TASER 60 YEAR 1 PAYMENT: TASERCAM HD $ 175.56 Replaced with "20110" 85241 TASER 60 YEAR 2 PAYMENT: TASERCAM HD $ 175.56 Replaced with "20110" 85242 TASER 60 YEAR 3 PAYMENT: TASERCAM HD $ 175.56 Replaced with "20110" 85243 TASER 60 YEAR 4 PAYMENT: TASERCAM HD $ 175.56 Replaced with "20110" 85244 TASER 60 YEAR 5 PAYMENT: TASERCAM HD $ 175.56 Replaced with "20110" 85250 TASER 60 TASERCAM HD $ - 85251 2.5 YEAR TAP 6-BAY DOCK EVIDENCE.COM DOCK REPLACEMENT $ - 85252 2.5 YEAR TAP 1-BAY DOCK EVIDENCE.COM REPLACEMENT $ - 85253 2.5 YEAR TAP BODY 2 REPLACEMENT $ - 85254 2.5 YEAR TAP DOCK 2 SINGLE BAY REPLACEMENT $ - 85255 2.5 YEAR TAP DOCK 2 SIX BAY REPLACEMENT $ - 85256 2.5 YEAR TAP DOCK 2 SIX BAY + CORE REPLACEMENT $ - 85257 2.5 YEAR TAP DOCK 2 SINGLE BAY + CORE REPLACEMENT $ - 85259 3 YEAR TAP EVIDENCE.COM DOCK CORE REPLACEMENT $ - 85260 3 YEAR TAP EVIDENCE.COM DOCK SINGLE BAY REPLACEMENT $ - 85261 3 YEAR TAP EVIDENCE.COM DOCK 6 BAY REPLACEMENT $ - 85262 3 YEAR TAP 6-BAY DOCK EVIDENCE.COM DOCK REPLACEMENT $ - 85263 3 YEAR TAP 1-BAY DOCK EVIDENCE.COM REPLACEMENT $ - 85264 3 YEAR TAP BODY 2 REPLACEMENT $ - 85265 3 YEAR TAP DOCK 2 SINGLE BAY REPLACEMENT $ - 85266 3 YEAR TAP DOCK 2 SIX BAY REPLACEMENT $ - 85267 3 YEAR TAP DOCK 2 SIX BAY + CORE REPLACEMENT $ - 85268 3 YEAR TAP DOCK 2 SINGLE BAY + CORE REPLACEMENT $ - 85270 3.5 YEAR TAP EVIDENCE.COM DOCK CORE REPLACEMENT $ - 85271 3.5 YEAR TAP EVIDENCE.COM DOCK SINGLE BAY REPLACEMENT $ - 85272 3.5 YEAR TAP EVIDENCE.COM DOCK 6 BAY REPLACEMENT $ - 85273 3.5 YEAR TAP 6-BAY DOCK EVIDENCE.COM DOCK REPLACEMENT $ - 85274 3.5 YEAR TAP 1-BAY DOCK EVIDENCE.COM REPLACEMENT $ - DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 18 85275 3.5 YEAR TAP BODY 2 REPLACEMENT $ - 85276 3.5 YEAR TAP DOCK 2 SINGLE BAY REPLACEMENT $ - 85277 3.5 YEAR TAP DOCK 2 SIX BAY REPLACEMENT $ - 85278 3.5 YEAR TAP DOCK 2 SIX BAY + CORE REPLACEMENT $ - 85279 3.5 YEAR TAP DOCK 2 SINGLE BAY + CORE REPLACEMENT $ - 85281 4 YEAR TAP EVIDENCE.COM DOCK CORE REPLACEMENT $ - 85282 4 YEAR TAP EVIDENCE.COM DOCK SINGLE BAY REPLACEMENT $ - 85283 4 YEAR TAP EVIDENCE.COM DOCK 6 BAY REPLACEMENT $ - 85284 4 YEAR TAP 6-BAY DOCK EVIDENCE.COM DOCK REPLACEMENT $ - 85285 4 YEAR TAP 1-BAY DOCK EVIDENCE.COM REPLACEMENT $ - 85286 4 YEAR TECH ASSURANCE PLAN BODY 2 REPLACEMENT $ - 85287 4 YEAR TAP DOCK 2 SINGLE BAY REPLACEMENT $ - 85288 4 YEAR TAP DOCK 2 SIX BAY REPLACEMENT $ - 85289 4 YEAR TAP DOCK 2 SIX BAY + CORE REPLACEMENT $ - 85290 4 YEAR TAP DOCK 2 SINGLE BAY + CORE REPLACEMENT $ - 85535 EVIDENCE.COM STORAGE (GB)-5 YEAR CONTRACT $ 3.75 85700 TASER 60 YEAR 1 PAYMENT: X2 UNLIMITED $ 523.55 Replaced with "TASER60-X2Unlimited" 85701 TASER 60 YEAR 2 PAYMENT: X2 UNLIMITED $ 523.55 Replaced with "TASER60-X2Unlimited" 85702 TASER 60 YEAR 3 PAYMENT: X2 UNLIMITED $ 523.55 Replaced with "TASER60-X2Unlimited" 85703 TASER 60 YEAR 4 PAYMENT: X2 UNLIMITED $ 523.55 Replaced with "TASER60-X2Unlimited" 85704 TASER 60 YEAR 5 PAYMENT: X2 UNLIMITED $ 523.55 Replaced with "TASER60-X2Unlimited" 85705 TASER 60 YEAR 1 PAYMENT: X26P UNLIMITED $ 449.56 Replaced with "TASER60-X26PUnlimited" 85706 TASER 60 YEAR 2 PAYMENT: X26P UNLIMITED $ 449.56 Replaced with "TASER60-X26PUnlimited" 85707 TASER 60 YEAR 3 PAYMENT: X26P UNLIMITED $ 449.56 Replaced with "TASER60-X26PUnlimited" 85708 TASER 60 YEAR 4 PAYMENT: X26P UNLIMITED $ 449.56 Replaced with "TASER60-X26PUnlimited" 85709 TASER 60 YEAR 5 PAYMENT: X26P UNLIMITED $ 449.56 Replaced with "TASER60-X26PUnlimited" 85741 UCP NO PPM STANDARD UNLIMITED $ - 85742 UCP NO PPM SMART UNLIMITED $ - 85761 AUTO-TRANSCRIBE UNLIMITED PAYMENT (LE ONLY) $ 20.00 Replaced with "85760" 85763 AUTO-TRANSCRIBE JUSTICE PAYMENT $ 70.00 Replaced with "85762" 85764 AUTO-TRANSCRIBE 1000 A LA CARTE MINUTES PAYMENT $ 29.17 Replaced with "85759" 86000 EVIDENCE.COM ARCHIVAL ANNUAL STORAGE $ - 86005 EVIDENCE.COM ARCHIVAL STORAGE 5 YEAR $ 1.88 87024 5 YEAR OFFICER SAFETY PLAN STANDARD DOCK 2 SIX BAY + CORE $ - Replaced with "OSP7" 87025 5 YEAR OFFICER SAFETY PLAN STANDARD DOCK 2 SINGLE BAY + CORE $ - Replaced with "OSP7" 87029 2 YEAR EXTENDED WARRANTY BODY 2 $ 209.00 Replaced with "80494" 87030 2 YEAR EXTENDED WARRANTY DOCK 2 SINGLE BAY + CORE $ 135.75 Replaced with "80392" 87031 2 YEAR EXTENDED WARRANTY DOCK 2 SIX BAY + CORE $ 523.00 Replaced with "80499" 87034 5 YEAR OFFICER SAFETY PLAN STANDARD BODY 2 $ - Replaced with "OSP7" 87040 4 YEAR EXTENDED WARRANTY BODY 2 $ 417.00 Replaced with "80494" 89426 AXON EVIDENCE PRO LICENSE ENTERPRISE PAYMENT 1-1000 USERS $ 56,700.00 Replaced by "Pro+Enterprise" 87051 FLEET VIEW XL LICENSE PAYMENT $ 29.00 Replaced with "87050" 87052 TECH ASSURANCE PLAN 1-BAY BODY 2 DOCK WARRANTY $ - Replaced with "80392" DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 19 87053 TECH ASSURANCE PLAN 1-BAY BODY 2 DOCK PAYMENT $ 3.25 Replaced with "BWCamSBDTAP" 87054 TECH ASSURANCE PLAN 6-BAY BODY 2 DOCK WARRANTY $ - Replaced with "80499" 87055 TECH ASSURANCE PLAN 6-BAY BODY 2 DOCK PAYMENT $ 29.50 Replaced with "BWCamMBDTAP" 87056 TECH ASSURANCE PLAN 1-BAY FLEX 2 DOCK WARRANTY $ - Replaced with "80393" 87057 TECH ASSURANCE PLAN 1-BAY FLEX 2 DOCK PAYMENT $ 3.25 Replaced with "BWCamSBDTAP" 87058 TECH ASSURANCE PLAN 6-BAY FLEX 2 DOCK WARRANTY $ - Replaced with "80500" 87059 TECH ASSURANCE PLAN 6-BAY FLEX 2 DOCK PAYMENT $ 29.50 Replaced with "BWCamMBDTAP" 87060 TECH ASSURANCE PLAN 1-BAY BODY 3 DOCK WARRANTY $ - Replaced with "80391" 87061 TECH ASSURANCE PLAN 1-BAY BODY 3 DOCK PAYMENT $ 9.50 Replaced with "BWCamSBDTAP" 87062 TECH ASSURANCE PLAN 8-BAY BODY 3 DOCK PAYMENT $ 29.50 Replaced with "BWCamMBDTAP" 87063 TECH ASSURANCE PLAN BODY 3 CAMERA PAYMENT $ 28.00 Replaced with "BWCamTAP" 87064 TECH ASSURANCE PLAN BODY 2 CAMERA WARRANTY $ - Replaced with "80494" 87065 TECH ASSURANCE PLAN BODY 2 CAMERA PAYMENT $ 21.00 Replaced with "BWCamTAP" 87066 TECH ASSURANCE PLAN FLEX 2 CAMERA WARRANTY $ - Replaced with "80489" 87067 TECH ASSURANCE PLAN FLEX 2 CONTROLLER WARRANTY $ - Replaced with "80489" 87068 TECH ASSURANCE PLAN FLEX 2 CAMERA AND CONTROLLER PAYMENT $ 30.50 Replaced with "BWCamTAP" 87069 TECH ASSURANCE PLAN FLEET 2 KIT WARRANTY $ - Replaced with "80397" 87070 TECH ASSURANCE PLAN FLEET 2 KIT WARRANTY PAYMENT $ 40.00 20398 FULL VR TRAINING ENTERPRISE (5,000+) LICENSE $ - Replacing "20399" 88118 UCP STANDARD UPFRONT PAYMENT $ 940.50 Replaced with "88114" 88119 UCP SMART UPFRONT PAYMENT $ 1,065.90 Replaced with "88115" 88130 UCP STANDARD - YEAR 1 PAYMENT $ 188.10 Replaced with "88114" 88131 UCP STANDARD - YEAR 2 PAYMENT $ 188.10 Replaced with "88114" 88132 UCP STANDARD - YEAR 3 PAYMENT $ 188.10 Replaced with "88114" 88133 UCP STANDARD - YEAR 4 PAYMENT $ 188.10 Replaced with "88114" 88134 UCP STANDARD - YEAR 5 PAYMENT $ 188.10 Replaced with "88114" 88135 UCP SMART - YEAR 1 PAYMENT $ 213.18 Replaced with "88115" 88136 UCP SMART - YEAR 2 PAYMENT $ 213.18 Replaced with "88115" 88137 UCP SMART - YEAR 3 PAYMENT $ 213.18 Replaced with "88115" 88138 UCP SMART - YEAR 4 PAYMENT $ 213.18 Replaced with "88115" 88139 UCP SMART - YEAR 5 PAYMENT $ 213.18 Replaced with "88115" 89420 AXON EVIDENCE PRO LICENSE ENTERPRISE 1-1000 USERS $ - Replaced by "Pro+Enterprise" 89421 AXON EVIDENCE PRO LICENSE ENTERPRISE 1001 - 5,000 USERS $ - Replaced by "Pro+Enterprise" 89422 AXON EVIDENCE PRO LICENSE ENTERPRISE 5,001 - 10,000 USERS $ - Replaced by "Pro+Enterprise" 89423 AXON EVIDENCE PRO LICENSE ENTERPRISE 10,001 - 20,000 USERS $ - Replaced by "Pro+Enterprise" 89424 AXON EVIDENCE PRO LICENSE ENTERPRISE 20,001 - 50,000 USERS $ - Replaced by "Pro+Enterprise" 89425 AXON EVIDENCE PRO LICENSE ENTERPRISE 50,001+ USERS $ - Replaced by "Pro+Enterprise" 89427 AXON EVIDENCE PRO LICENSE ENTERPRISE PAYMENT 1001 - 5,000 US $ 176,400.00 Replaced by "Pro+Enterprise" 89428 AXON EVIDENCE PRO LICENSE ENTERPRISE PAYMENT 5,001 - 10,000 $ 330,750.00 Replaced by "Pro+Enterprise" 89429 AXON EVIDENCE PRO LICENSE ENTERPRISE PAYMENT 10,001 - 20,000 $ 567,000.00 Replaced by "Pro+Enterprise" 89430 AXON EVIDENCE PRO LICENSE ENTERPRISE PAYMENT 20,001 - 50,000 $ 945,000.00 Replaced by "Pro+Enterprise" 89431 AXON EVIDENCE PRO LICENSE ENTERPRISE PAYMENT 50,001+ USERS $ 1,559,250.00 Replaced by "Pro+Enterprise" 73390 TRANSFERRED WARRANTY, CRADLEPOINT ROUTER $ - EOL DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 20 89432 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE 1-1000 USERS $ - Replaced by "Pro+Enterprise" 89433 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE 1001 - 5,000 USERS $ - Replaced by "Pro+Enterprise" 89434 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE 5,001 - 10,000 USE $ - Replaced by "Pro+Enterprise" 89435 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE 10,001 - 20,000 US $ - Replaced by "Pro+Enterprise" 89436 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE 20,001 - 50,000 US $ - Replaced by "Pro+Enterprise" 89437 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE 50,001+ USERS $ - Replaced by "Pro+Enterprise" 89438 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE PAYMENT 1-1000 USE $ 79,050.00 Replaced by "Pro+Enterprise" 89439 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE PAYMENT 1001 - 5,0 $ 244,125.00 Replaced by "Pro+Enterprise" 89440 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE PAYMENT 5,001 - 10 $ 453,375.00 Replaced by "Pro+Enterprise" 89441 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE PAYMENT 10,001 - 2 $ 767,250.00 Replaced by "Pro+Enterprise" 89442 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE PAYMENT 20,001 - 5 $ 1,255,500.00 Replaced by "Pro+Enterprise" 89443 AXON EVIDENCE PRO PLUS LICENSE ENTERPRISE PAYMENT 50,001+ US $ 2,071,575.00 Replaced by "Pro+Enterprise" Safety Glasses Safety Glasses $ 5.49 New SKUs Product Code Product Name List Price Notes 11604 FLEX 2 CONTROLLER, UK $ 262.04 11607 CABLE, COILED, STRAIGHT TO RIGHT ANGLE, 32 IN, FLEX 2, UK $ 9.96 11608 CABLE, STRAIGHT, FEMALE TO RIGHT ANGLE, 16 IN, FLEX 2, UK $ 9.96 11709 PATCH MOUNT, AXON RAPIDLOCK $ 29.95 12012 AXON AIR, SKYDIO S2 BATTERY $ 115.00 12013 AXON AIR, SKYDIO S2 DUAL CHARGER $ 149.00 12014 AXON AIR, M300 SERIES-DJI SMART CONTROLLER ENT $1,250.00 12015 AXON AIR, DRONESENSE IN-PERSON TRAINING $2,500.00 12016 AXON AIR, DPGS NIGHT OPS COURSE - TRAINING $ 99.00 12017 AXON AIR, SKYDIO 3D SCAN ONLINE OPERATOR TRAINING $ 200.00 12018 AXON AIR, TRAINING - ONLINE: X2E+AXON AIR,MS,LS $ 300.00 12019 AXON AIR, TRAINING - ONLINE: X2E+AXON AIR,MS,LS,3D $ 400.00 12020 AXON AIR, TRAINING - IN-PERSON X2E+ALL SW,LMS+2DAY $5,680.00 12021 AXON AIR, VIRTUAL TRAINING $ 500.00 12022 AXON AIR, CLASS 1 UAS LICENSE $ 167.00 12023 AXON AIR, CLASS 2 UAS LICENSE $ 279.00 12024 AXON AIR, DRONESENSE MOBILE STREAMING LICENSE $ 199.00 12025 AXON AIR, DRONESENSE TILE PROCESSING DATA LICENSE $ 199.00 12026 AXON AIR, SOFTWARE BUNDLE S2: AEF+3D SCAN $3,749.00 12027 AXON AIR, SOFTWARE BUNDLE X2: AEF+3D SCAN $5,199.00 12028 AXON AIR, EVIDENCE.COM LIC PRO ACCESS $ 39.00 12029 AXON AIR, EVIDENCE.COM LIC BASIC ACCESS $ 15.00 20064 Taser 7 Safety Clip $ 8.29 20105 TASER 7 TRADE-IN OSP $ - *Bundle component, not for individual sale 20107 TASER 7 TRADE-IN TASER 60 UNLIMITED $ - *Bundle component, not for individual sale 20109 TASER 7 TRADE-IN TASER 60 UNLIMITED TAP $ - *Bundle component, not for individual sale DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 21 20110 TASER 7 TRADE-IN TASER 60 TCAM BASIC TAP $ - *Bundle component, not for individual sale 20111 TASER 7 TRADE-IN TASER 60 TCAM UNLIMITED TAP $ - *Bundle component, not for individual sale 20148 TASER 7 TRADE-IN CEW TAP $ - *Bundle component, not for individual sale 20149 TASER 7 TRADE-IN TCAM TAP $ - *Bundle component, not for individual sale 20156 TASER 7 TRADE-IN TASER 60 PREMIUM $ - *Bundle component, not for individual sale 22018 GRIP, CEW, HOGUE, PACKAGED $ 20.73 73200 AXON BODY 3 - NA01 $ 699.00 73206 AXON BODY 3 - EU07 - YLW ACCENTS - KLICKFAST $ 699.00 73209 AXON BODY 3 - NA10 - CANADA $ 699.00 73225 AXON BODY 3 - FUNCTIONAL TRAINING CAMERA $ 699.00 74029 AXON BODY 2 CAMERA ASSEMBLY, 5GHZ WIFI DISABLED $ 522.00 74202 TASER 7 SINGLE BAY BATTERY DATAPORT $ 349.00 80372 EXT WARRANTY, FLEET 2 JUNCTION BOX $ 0.33 80373 EXT WARRANTY, FLEET 2 BATTERY SYSTEM $ 0.38 80374 EXT WARRANTY, TASER 7 BATTERY PACK $ 0.42 80375 EXT WARRANTY, FLEET 2 REAR CAMERA CONTROLLER $ 0.75 80376 EXT WARRANTY, FLEET 2, WIRELESS MIC $ 0.87 80377 EXT WARRANTY, FLEET 3, CHARGING BASE $ 1.02 80378 EXT WARRANTY, FLEET 3, WIRELESS MIC $ 1.02 80379 EXT WARRANTY, FLEET 2 SIGNAL UNIT $ 1.16 80380 EXT WARRANTY, DOCK CORE $ 1.31 80381 EXT WARRANTY, TASER 7 SINGLE BAY DATAPORT $ 1.46 80382 EXT WARRANTY, FLEET 2 FRONT CAMERA SYSTEM $ 1.58 80383 EXT WARRANTY, FLEET 2 REAR CAMERA SYSTEM $ 1.58 80384 EXT WARRANTY, FLEET 3, WIRELESS MIC KIT $ 2.04 80385 EXT WARRANTY, FLEET 3, INTERIOR CAMERA $ 2.08 80386 EXT WARRANTY, FLEET 3, DUAL-VIEW CAMERA $ 2.40 80387 EXT WARRANTY, TASER 7 SINGLE BAY DOCK $ 2.71 80388 EXT WARRANTY, TASER CAM TCHD $ 3.41 80389 EXT WARRANTY, FLEET 3, HUB $ 4.48 80390 EXT WARRANTY, TASER 7 SIX BAY BATTERY DATAPORT $ 5.00 80391 EXT WARRANTY, BODY 3 SINGLE BAY DOCK $ 5.42 80392 EXT WARRANTY,BODY 2 SINGLE BAY AND CORE DOCK $ 5.66 80393 EXT WARRANTY, FLEX 2 SINGLE BAY AND CORE DOCK $ 5.75 80394 EXT WARRANTY, TASER 7 CQ HANDLE $ 6.04 80395 EXT WARRANTY, TASER 7 HANDLE $ 6.25 80396 EXT WARRANTY, TASER 7 SIX BAY DOCK $ 6.25 80397 EXT WARRANTY, FLEET 2 KIT $ 6.50 80398 EXT WARRANTY, X26P HANDLE $ 7.53 80399 EXT WARRANTY, X2 HANDLE $ 8.62 80489 EXT WARRANTY, FLEX 2 CAMERA $ 13.04 80494 EXT WARRANTY, BODY 2 CAMERA $ 8.69 80495 EXT WARRANTY, FLEET 3, 2 CAMERA KIT $ 8.96 DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 22 80496 EXT WARRANTY, BODY 3 CAMERA $ 11.67 80498 EXT WARRANTY, BODY 3 EIGHT BAY DOCK $ 20.83 80499 EXT WARRANTY,BODY 2 SIX BAY AND CORE DOCK $ 21.79 80500 EXT WARRANTY, FLEX 2 SIX BAY AND CORE DOCK $ 22.00 80501 X2 ONLINE TRAINING CONTENT LICENSE $ 2.50 80502 X26P ONLINE TRAINING CONTENT LICENSE $ 8.69 80503 ADV USER MANAGEMENT ADD-ON $ 8.96 80504 INTERVIEW ROOM STANDARD EVIDENCE.COM LICENSE $ 69.00 80505 AXON SUPPORT ENGINEER, REGIONAL $5,000.00 80506 WIRE TRANSFER FEE $ - *Bundle component, not for individual sale 80507 SHIPPING FEE $ - *Bundle component, not for individual sale 85765 ATTORNEY ADVANCED ENTERPRISE BUNDLE PAYMENT $ 99.00 85766 ATTORNEY PREMIER ENTERPRISE BUNDLE PAYMENT $ 150.00 85767 DISCOVERY MODULE ACCESS SERVICE $ - *Bundle component, not for individual sale AB21B AB2 1-Bay Dock Bundle $ - *Bundle component, not for individual sale AB2C AB2 Camera Bundle $ - *Bundle component, not for individual sale AB2MuB AB2 Multi-Bay Dock Bundle $ - *Bundle component, not for individual sale AB31BD AB3 1-Bay Dock Bundle $ - *Bundle component, not for individual sale AB3C AB3 Camera Bundle $ - *Bundle component, not for individual sale AB3MBD AB3 Multi Bay Dock Bundle $ - *Bundle component, not for individual sale BasicLicense Basic License Bundle $ - *Bundle component, not for individual sale BWCamMBDTAP Body Worn Camera Multi-Bay Dock TAP Bundle $ - *Bundle component, not for individual sale BWCamMBDTAP10Year Body Worn Camera Multi-Bay Dock TAP 10 Year Bundle $ - *Bundle component, not for individual sale BWCamSBDTAP Body Worn Camera Single-Bay Dock TAP Bundle $ - *Bundle component, not for individual sale BWCamSBDTAP10Yr Body Worn Camera Single-Bay Dock TAP 10 Year Bundle $ - *Bundle component, not for individual sale BWCamTAP Body Worn Camera TAP Bundle $ - *Bundle component, not for individual sale BWCamTAP10Yr Body Worn Camera TAP 10 Year Bundle $ - *Bundle component, not for individual sale BWCUwTAP BWC Unlimited with TAP $ - *Bundle component, not for individual sale Core 2021 Core $ - *Bundle component, not for individual sale Core 10 year 2021 Core 10 Year $ - *Bundle component, not for individual sale Core+ 2021 Core+ $ - *Bundle component, not for individual sale Core+10 2021 Core+ 10 Year $ - *Bundle component, not for individual sale Core+Renewal 2021 Core+ Renewal $ - *Bundle component, not for individual sale Core+Renewal10Year 2021 Core+ Renewal 10 Year $ - *Bundle component, not for individual sale CoreBWC 2021 Core BWC $ - *Bundle component, not for individual sale CoreBWC10Yr 2021 Core BWC 10 Year $ - *Bundle component, not for individual sale CoreBWCRe10Yr 2021 Core BWC Renewal 10 Year $ - *Bundle component, not for individual sale CoreBWCRenewal 2021 Core BWC Renewal $ - *Bundle component, not for individual sale CoreRenewal 2021 Core Renewal $ - *Bundle component, not for individual sale CoreRenewal10Year 2021 Core Renewal 10 Year $ - *Bundle component, not for individual sale CPSP 2021 CPSP $ - *Bundle component, not for individual sale CPSPRenewal 2021 CPSP Renewal $ - *Bundle component, not for individual sale CSP 2021 CSP $ - *Bundle component, not for individual sale DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 23 CSPRenewal 2021 CSP Renewal $ - *Bundle component, not for individual sale Dynamic2 Dynamic Bundle2 $ - *Bundle component, not for individual sale DynamicBundle Dynamic Bundle $ - *Bundle component, not for individual sale E.comSuperUsuario E.com Super Usuario $ - *Bundle component, not for individual sale E.comUsuario E.com Usuario $ - *Bundle component, not for individual sale E.comUsuarioIlimitado E.com Usuario Ilimitado $ - *Bundle component, not for individual sale Fleet2-TAP Fleet 2 Without TAP $ - *Bundle component, not for individual sale Fleet2U Fleet 2 Unlimited $ - *Bundle component, not for individual sale Fleet3A Fleet 3 Advanced $ - *Bundle component, not for individual sale Fleet3ARe Fleet 3 Advanced Renewal $ - *Bundle component, not for individual sale Fleet3B FLEET 3 BASIC $ - *Bundle component, not for individual sale Fleet3B+TAP Fleet 3 Basic + TAP $ - *Bundle component, not for individual sale Fleet3B+TAPRe Fleet 3 Basic + TAP Renewal $ - *Bundle component, not for individual sale Fleet3BRe Fleet 3 Basic Renewal $ - *Bundle component, not for individual sale Flex2C Flex 2 Camera Bundle $ - *Bundle component, not for individual sale Flex2MBD Flex 2 Multi-Bay Dock Bundle $ - *Bundle component, not for individual sale Flex2SBD Flex 2 Single-Bay Dock Bundle $ - *Bundle component, not for individual sale IR1CA Interview Room 1 Camera Advanced $ - *Bundle component, not for individual sale IR1CB Interview Room 1 Camera Basic $ - *Bundle component, not for individual sale IR2CA Interview Room 2 Camera Advanced $ - *Bundle component, not for individual sale IR2CB Interview Room 2 Camera Basic $ - *Bundle component, not for individual sale OSP7 2021 - OFFICER SAFETY PLAN 7 $ - *Bundle component, not for individual sale OSP7+ 2021 - OFFICER SAFETY PLAN 7 PLUS $ - *Bundle component, not for individual sale OSP7+10Year 2021 - OFFICER SAFETY PLAN 7 PLUS 10 Year $ - *Bundle component, not for individual sale OSP7+Premium 2021 - OFFICER SAFETY PLAN 7 PLUS Premium $ - *Bundle component, not for individual sale OSP7+Premium10Year 2021 - OFFICER SAFETY PLAN 7 PLUS Premium 10 Year $ - *Bundle component, not for individual sale OSP710Year 2021 - OFFICER SAFETY PLAN 7 10 Year $ - *Bundle component, not for individual sale OSPX2 OSP X2 $ - *Bundle component, not for individual sale OSPX26P OSP X26P $ - *Bundle component, not for individual sale Pro+ Pro+ Bundle $ - *Bundle component, not for individual sale Pro+Enterprise Pro + Enterprise $ - *Bundle component, not for individual sale ProEnterprise Pro Enterprise $ - *Bundle component, not for individual sale ProLicense Pro License Bundle $ - *Bundle component, not for individual sale PSPFleet2 PSP Fleet 2 Bundle $ - *Bundle component, not for individual sale PSPFleet3 PSP Fleet 3 Bundle $ - *Bundle component, not for individual sale T7AO 2021 T7 Cert Add-On (Shared Handles) $ - *Bundle component, not for individual sale T7Basic 2021 Taser 7 Basic Bundle $ - *Bundle component, not for individual sale T7Basic2Cert 2021 T7 Basic to T7 Cert Upgrade $ - *Bundle component, not for individual sale T7Cert 2021 Taser 7 Certification Bundle $ - *Bundle component, not for individual sale T7Cert10Y 2021 Taser 7 Certification 10 Year Bundle $ - *Bundle component, not for individual sale T7CertVR 2021 Taser 7 Cert Bundle W/ VR $ - *Bundle component, not for individual sale T7CertVR10Yr 2021 Taser 7 Cert Bundle W/ VR 10 Year $ - *Bundle component, not for individual sale T7CQB 2021 T7 CQ Basic $ - *Bundle component, not for individual sale DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 24 T7CQBudget 2021 T7CQ Budget $ - *Bundle component, not for individual sale T7CQD10 2021 T7CQ Dock 10 Year $ - *Bundle component, not for individual sale T7CQDAO 2021 T7 CQ Dock Add-On (Shared Handles) $ - *Bundle component, not for individual sale T7CQDock 2021 T7CQ Dock $ - *Bundle component, not for individual sale TASER60-X26PBasic 2021 TASER 60 - X26P Basic $ - *Bundle component, not for individual sale TASER60-X26PUnlimited 2021 TASER 60 - X26P Unlimited $ - *Bundle component, not for individual sale TASER60-X2Basic 2021 TASER 60 - X2 Basic $ - *Bundle component, not for individual sale TASER60-X2Unlimited 2021 TASER 60 - X2 Unlimited $ - *Bundle component, not for individual sale UCPSmartX2 UCP Smart (X2) $ - *Bundle component, not for individual sale UCPStandardX26P UCP Standard (X26P) $ - *Bundle component, not for individual sale Unlimited7 2021 Unlimited Bundle $ - *Bundle component, not for individual sale Unlimited7+ 2021 Unlimited Plus Bundle $ - *Bundle component, not for individual sale Unlimited7+10yr 2021 Unlimited7+ 10 Year Bundle $ - *Bundle component, not for individual sale Unlimited7+Premium 2021 Unlimited Plus Premium Bundle $ - *Bundle component, not for individual sale Unlimited7+Premium10yr 2021 Unlimited7+ Premium 10 Year Bundle $ - *Bundle component, not for individual sale Unlimited710Yr 2021 Unlimited 7 10 Year Bundle $ - *Bundle component, not for individual sale VRCK VR Controller Kit $ - *Bundle component, not for individual sale Conversion to Standalone from Bundle Product Code Product Name Latest Price Notes 11642 THIRD-PARTY VIDEO SUPPORT LICENSE $ 9.00 Previously part of a bundle 11704 JACKET MOUNT, AXON RAPIDLOCK $ 31.30 Previously part of a bundle 11705 SLIM MOUNT, AXON RAPIDLOCK $ 31.30 Previously part of a bundle 11706 LOOP LOCK MOUNT, AXON RAPIDLOCK $ 31.30 Previously part of a bundle 12338 AXON AIR EVIDENCE.COM LICENSE $ 100.00 Previously part of a bundle 12344 AXON AIR, LICENSE FOTOKITE SIGMA 1 ACCESS $ 166.58 Previously part of a bundle 20133 IN-HOUSE INSTRUCTOR COURSE ONLINE MATERIAL $ 30.00 Previously part of a bundle 20242 TASER CERTIFICATION PROGRAM YEAR 6-10 ACCESS $ 3,009.60 Previously part of a bundle 20246 TASER 7 DUTY CARTRIDGE REPLACEMENT ACCESS LICENSE $ 2.50 Previously part of a bundle 20247 TASER 7 ONLINE TRAINING CONTENT ACCESS LICENSE $ 2.50 Previously part of a bundle 20248 TASER 7 EVIDENCE.COM ACCESS LICENSE $ 5.00 Previously part of a bundle 20281 TASER 7 CQ DOCK YEAR 6-10 ACCESS $ 3,092.95 Previously part of a bundle 20350 COMMUNITY ENGAGEMENT TRAINING VR (1 - 20) LICENSE $ 55.00 Previously part of a bundle 20352 COMMUNITY ENGAGEMENT TRAINING VR (21 - 50) LICENSE $ 180.00 Previously part of a bundle 20354 COMMUNITY ENGAGEMENT TRAINING VR (51-100) LICENSE $ 380.00 Previously part of a bundle 20356 COMMUNITY ENGAGEMENT TRAINING VR (101-150) LICENSE $ 614.00 Previously part of a bundle 20358 COMMUNITY ENGAGEMENT TRAINING VR (151-250) LICENSE $ 980.00 Previously part of a bundle 20360 COMMUNITY ENGAGEMENT TRAINING VR (251-500) LICENSE $ 1,781.00 Previously part of a bundle 20362 COMMUNITY ENGAGEMENT TRAINING VR 501-1000 LICENSE $ 3,380.00 Previously part of a bundle 20364 COMMUNITY ENGAGEMENT TRAINING VR 1001-1500 LICENSE $ 5,317.00 Previously part of a bundle 20366 COMMUNITY ENGAGEMENT TRAINING VR 1501-5000 LICENSE $ 13,200.00 Previously part of a bundle 20370 FULL VR TASER 7 ADD-ON USER ACCESS $ 12.50 Previously part of a bundle 20371 FULL VR TASER 7 CERT UPGRADE USER ACCESS $ 10.00 Previously part of a bundle DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 25 20380 FULL VR TRAINING ENTERPRISE (1 - 20) LICENSE $ 165.00 Previously part of a bundle 20382 FULL VR TRAINING ENTERPRISE (21 - 50) LICENSE $ 540.00 Previously part of a bundle 20384 FULL VR TRAINING ENTERPRISE (51 - 100) LICENSE $ 1,140.00 Previously part of a bundle 20386 FULL VR TRAINING ENTERPRISE (101 - 150) LICENSE $ 1,843.00 Previously part of a bundle 20388 FULL VR TRAINING ENTERPRISE (151 - 250) LICENSE $ 2,940.00 Previously part of a bundle 20390 FULL VR TRAINING ENTERPRISE (251 - 500) LICENSE $ 5,344.00 Previously part of a bundle 20392 FULL VR TRAINING ENTERPRISE (501 - 1,000) LICENSE $ 10,139.00 Previously part of a bundle 20394 FULL VR TRAINING ENTERPRISE 1,001 - 1,500 LICENSE $ 15,950.00 Previously part of a bundle 20396 FULL VR TRAINING ENTERPRISE 1,501 - 5,000 LICENSE $ 39,600.00 Previously part of a bundle 20554 UNLMITED DUTY CARTRIDGES FOR X2 $ 7.00 Previously part of a bundle 20555 UNLMITED DUTY CARTRIDGES FOR X26 $ 7.00 Previously part of a bundle 50037 AXON CLIENT SW (EACH CLIENT AND TOUCH PANEL) LICENSE ACCESS $ 1,500.00 Previously part of a bundle 50039 AXON CLIENT SW (EACH CLIENT AND TOUCH PANEL) MAINTENANCE $ 25.00 Previously part of a bundle 50041 AXON STREAMING SERVER LICENSE ACCESS (PER SERVER) $ 1,750.00 Previously part of a bundle 50043 AXON STREAMING SERVER MAINTENANCE (PER SERVER) $ 29.17 Previously part of a bundle 50045 INTERVIEW ROOM UNLIMITED EVIDENCE.COM STORAGE ACCESS $ 99.00 Previously part of a bundle 50300 RESPOND CAD USER LICENSE - DISPATCHER $ 50.00 Previously part of a bundle 50306 RESPOND CAD USER LICENSE - PATROL $ 40.00 Previously part of a bundle 50307 RESPOND CAD USER LICENSE $ 50.00 Previously part of a bundle 50324 RESPOND, LTE SERVICE, AXON INDIA, ACCESS $ 0.48 Previously part of a bundle 50326 RESPOND+, LTE SERVICE, AXON INDIA, ACCESS $ 3.36 Previously part of a bundle 50328 RESPOND, SOFTWARE SERVICE, AXON INDIA, ACCESS $ 4.32 Previously part of a bundle 50330 RESPOND+ SOFTWARE SERVICE, AXON INDIA, ACCESS $ 14.85 Previously part of a bundle 71014 REPLACEMENT BATTERY SCREWDRIVER KIT $ 6.66 Previously part of a bundle 71029 SIGNAL SIDEARM, HARDWARE PACK A $ 0.75 Previously part of a bundle 71030 SIGNAL SIDEARM, HARDWARE PACK B $ 0.75 Previously part of a bundle 71031 SIGNAL SIDEARM, HARDWARE PACK C $ 0.75 Previously part of a bundle 71032 SIGNAL SIDEARM, HARDWARE PACK D $ 0.75 Previously part of a bundle 71033 SIGNAL SIDEARM, HARDWARE PACK E $ 1.25 Previously part of a bundle 71034 SIGNAL SIDEARM, HARDWARE PACK F $ 1.25 Previously part of a bundle 71044 BATTERY, SIGNAL SIDEARM, CR2430 SINGLE PACK $ 1.00 Previously part of a bundle 72040 FLEET REFRESH, 2 CAMERA KIT $ 2,710.00 Previously part of a bundle 72041 FLEET DUAL-VIEW CAMERA REFRESH $ 660.00 Previously part of a bundle 72042 FLEET INTERIOR CAMERA REFRESH $ 565.00 Previously part of a bundle 72043 FLEET HUB REFRESH $ 1,220.00 Previously part of a bundle 72044 FLEET WIRELESS MIC REFRESH $ 270.00 Previously part of a bundle 72045 FLEET CHARGING BASE REFRESH $ 270.00 Previously part of a bundle 72046 FLEET WIRELESS MIC KIT REFRESH $ 610.00 Previously part of a bundle 73309 AXON CAMERA REFRESH ONE $ 755.00 Previously part of a bundle 73310 AXON CAMERA REFRESH TWO $ 790.00 Previously part of a bundle 73313 1-BAY DOCK AXON CAMERA REFRESH ONE $ 445.00 Previously part of a bundle 73314 1-BAY DOCK AXON CAMERA REFRESH TWO $ 465.00 Previously part of a bundle 73317 1-BAY DOCK AXON CAMERA REFRESH THREE $ 485.00 Previously part of a bundle DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 26 73318 1-BAY DOCK AXON CAMERA REFRESH FOUR $ 510.00 Previously part of a bundle 73345 AXON CAMERA REFRESH THREE $ 825.00 Previously part of a bundle 73346 AXON CAMERA REFRESH FOUR $ 860.00 Previously part of a bundle 73347 MULTI-BAY BWC DOCK 3RD REFRESH $ 1,760.00 Previously part of a bundle 73348 MULTI-BAY BWC DOCK 4TH REFRESH $ 1,840.00 Previously part of a bundle 73352 BWC HARDWARE FINANCING TRUE UP PAYMENT $ 23.30 Previously part of a bundle 73447 RESPOND DEVICE TO RESPOND DEVICE PLUS UPGRADE LICENSE $ 14.00 Previously part of a bundle 73449 RESPOND DEVICE LICENSE $ 5.00 Previously part of a bundle 73478 REDACTION ASSISTANT USER ACCESS LICENSE $ 9.00 Previously part of a bundle 73618 CITIZEN FOR COMMUNITIES USER ACCESS LICENSE $ 9.00 Previously part of a bundle 73638 STANDARDS ACCESS LICENSE $ 9.00 Previously part of a bundle 73680 RESPOND DEVICE PLUS LICENSE $ 19.00 Previously part of a bundle 73681 AXON RECORDS FULL $ 29.00 Previously part of a bundle 73682 AUTO TAGGING LICENSE $ 9.00 Previously part of a bundle 73683 10 GB EVIDENCE.COM A-LA-CART STORAGE $ 0.40 Previously part of a bundle 73684 10 GB EVIDENCE.COM ARCHIVAL A-LA-CART STORAGE $ 0.07 Previously part of a bundle 73686 EVIDENCE.COM UNLIMITED AXON DEVICE STORAGE $ 24.00 Previously part of a bundle 73687 EVIDENCE.COM VIEWER LICENSE $ 5.00 Previously part of a bundle 73688 MULTI-BAY BWC DOCK 2ND REFRESH $ 1,685.00 Previously part of a bundle 73689 MULTI-BAY BWC DOCK 1ST REFRESH $ 1,610.00 Previously part of a bundle 73739 PERFORMANCE LICENSE $ 9.00 Previously part of a bundle 73746 PROFESSIONAL EVIDENCE.COM LICENSE $ 39.00 Previously part of a bundle 73778 CAMERA USER EVIDENCE.COM LICENSE ACCESS $ 10.00 Previously part of a bundle 73838 PROSECUTOR PROFESSIONAL ACCESS LICENSE $ 39.00 Previously part of a bundle 73840 EVIDENCE.COM BASIC ACCESS LICENSE $ 15.00 Previously part of a bundle 73850 ADVANCE DIGITAL EVIDENCE MANAGEMENT ADD-ON LICENSE $ 15.00 Previously part of a bundle 73890 RECORDS LICENSE, NON-OSP $ 29.00 Previously part of a bundle 73891 RECORDS LICENSE, NON-SWORN $ 29.00 Previously part of a bundle 73893 STANDARDS LICENSE, NON-SWORN $ 20.00 Previously part of a bundle 74300 FLOCK SAFETY ALPR CAMERA SYSTEM $ 208.00 Previously part of a bundle 74310 FLOCK CAMERA REFERRAL $ 37.50 Previously part of a bundle 75001 SIGNAL SIDEARM ADHESIVE MOUNT REMOVAL KIT $ 1.52 Previously part of a bundle 79999 AUTO TAGGING / PERFORMANCE IMPLEMENTATION SERVICE $ 2,000.00 Previously part of a bundle 80214 FLEET EVIDENCE.COM UNLIMITED STORAGE $ 34.00 Previously part of a bundle 80218 WI-FI OFFLOAD, SOFTWARE LICENSE MAINTENANCE $ 50.00 Previously part of a bundle 80221 FLEET EVIDENCE.COM LICENSE $ 29.00 Previously part of a bundle 80223 INACTIVE CHANNEL ACCESS LICENSE $ 5,000.00 Previously part of a bundle 80225 ACTIVE CHANNEL ACCESS LICENSE $ 416.67 Previously part of a bundle 80227 RESPOND DEVICE VIEW-ONLY ACCESS $ 24.00 Previously part of a bundle 80275 AXON COMMANDER, PRO LICENSE, SMA $ 22.91 Previously part of a bundle 80277 AXON COMMANDER, PRO LICENSE, TERM $ 39.00 Previously part of a bundle 80279 AXON COMMANDER, CAMERA LICENSE, SMA $ 360.00 Previously part of a bundle 80281 COMMANDER CAMERA LICENSE, TERM $ 10.00 Previously part of a bundle DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 27 80283 COMMANDER - TASER 7 - TERM LICENSE $ 5.00 Previously part of a bundle 80285 COMMANDER - TASER 7 - PERPETUAL LICENSE SMA $ 87.00 Previously part of a bundle 80290 AXON COMMANDER, BASIC LICENSE, TERM ACCESS $ 15.00 Previously part of a bundle 80294 AXON COMMANDER SERVER PERPETUAL LICENSE ACCESS $ 2,500.00 Previously part of a bundle 80296 AXON COMMANDER SERVER SMA ACCESS $ 53.00 Previously part of a bundle 80298 AXON COMMANDER SERVER TERM LICENSE ACCESS $ 42.00 Previously part of a bundle 80320 PEO ADD-ON ACCESS $ 9.00 Previously part of a bundle 80322 LIVE STREAMING ADD-ON ACCESS $ 9.00 Previously part of a bundle 80400 FLEET, VEHICLE LICENSE, ACCESS $ 20.00 Previously part of a bundle 80401 FLEET 3, ALPR LICENSE, 1 CAMERA, ACCESS $ 49.00 Previously part of a bundle 80402 RESPOND DEVICE LICENSE - FLEET 3 - ACCESS $ 15.00 Previously part of a bundle 80410 FLEET, EVIDENCE LICENSE, 1 CAMERA STORAGE, ACCESS $ 17.00 Previously part of a bundle 85759 AUTO-TRANSCRIBE 1000 A LA CARTE MINUTES $ 29.17 Previously part of a bundle 85760 AUTO-TRANSCRIBE UNLIMITED ACCESS SERVICE (LE ONLY) $ 20.00 Previously part of a bundle 85762 AUTO-TRANSCRIBE JUSTICE ACCESS SERVICE $ 70.00 Previously part of a bundle 87050 FLEET VIEW XL ACCESS LICENSE $ 29.00 Previously part of a bundle 88114 UCP STANDARD $ 15.68 Previously part of a bundle 88115 UCP SMART $ 17.77 Previously part of a bundle DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 28 2. Price Adjustment. Attachment A to the Master Price Agreement shall be amended in part to reflect the following pricing adjustment to the Price List: ATTACHMENT A to Master Price Agreement by and between VENDOR and PURCHASER. PRODUCTS, SERVICES, SPECIFICATIONS AND PRICES Price Decrease Product Code Product Name Old Price New Price 50200 AXON SUPPORT ENGINEER, RESIDENT $180,000.00 $ 15,000.00 50197 COMMANDER TERM LICENSE - PRO $ 480.00 $ 40.00 50092 AXON COMMANDER PRO SUPPORT AND MAINTENANCE $ 275.00 $ 22.92 50213 AXON COMMANDER, PROFESSIONAL LICENSE, TERM $ 180.00 $ 15.00 20296 SAMSUNG S7+ TABLET FOR VR SIMULATOR $ 1,000.00 $ 850.00 20298 VR-ENABLED GLOCK 17 CONTROLLER $ 650.00 $ 510.00 50211 AXON COMMANDER, CAMERA LICENSE SMA, PERPETUAL $ 90.00 $ 7.50 20478 UNLIMITED + 10Y TRUE UP 7 $ 58.78 $ 52.70 20471 UNLIMITED + TRUE UP 2 $ 38.84 $ 34.75 20476 UNLIMITED + 10Y TRUE UP 5 $ 28.13 $ 25.00 20474 UNLIMITED + 10Y TRUE UP 3 $ 20.80 $ 18.00 20470 UNLIMITED + TRUE UP 1 $ 17.50 $ 15.50 20475 UNLIMITED + 10Y TRUE UP 4 $ 14.57 $ 13.00 20473 UNLIMITED + 10Y TRUE UP 2 $ 14.00 $ 12.50 20477 UNLIMITED + 10Y TRUE UP 6 $ 11.55 $ 10.25 20472 UNLIMITED + 10Y TRUE UP 1 $ 11.50 $ 10.25 Price Increase Product Code Product Name Old Price New Price 20297 SAMSUNG S7+ TABLET CASE FOR VR SIMULATOR $ 30.00 $ 50.00 71200 FLEET ANT, AIRGAIN, 5-IN-1, 2LTE, 2WIFI, 1GNSS, BL $ 249.00 $ 270.00 71201 FLEET ANT, AIRGAIN, 5-IN-1, 2LTE, 2WIFI, 1GNSS, WH $ 249.00 $ 270.00 73214 AXON BODY 3 - EU07 - YLW ACCENTS - RAPIDLOCK $ 699.00 $ 734.00 20157 CEW HARD CASE - 15.2 X 12 X 4.5 - EGG CRATE FOAM $ 20.80 $ 80.00 11635 CRADLEPOINT IBR1700-1200M-B-NPS+5YR NETCLOUD $2,099.00 $ 2,159.00 20120 TASER 7 INSTRUCTOR COURSE VOUCHER $ 375.00 $ 495.00 11708 OAKLEY FLAK 1.0 MOUNT ONLY KIT, FLEX 2 $ 29.95 $ 199.00 20378 HTC FOCUS 3 VR HEADSET $1,050.00 $ 1,300.00 11634 CRADLEPOINT IBR900-1200M-B-NPS+5YR NETCLOUD $1,249.00 $ 1,509.00 11636 CRADLEPOINT FIPS IBR1700-1200M-B-NPS+5YR NETCLOUD $2,299.00 $ 2,589.00 11638 CRADLEPOINT FIPS IBR900-1200M-B-NPS+5YR NETCLOUD $1,449.00 $ 2,059.00 DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BDDocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 29 3. Full Force and Effect. In each and every other respect, the terms of the Master Price Agreement, as amended, entered into between the parties on or about June 8, 2020 shall remain in full force and effect during the term of the agreement and the parties hereto hereby ratify said Master Price Agreement in its entirety, as if fully set out herein, along with the modifications identified herein. IN WITNESS WHEREOF, the parties have hereto signed this Amendment on the day and year first above written. LEAGUE OF OREGON CITIES _______________________________ Date _________________________ BY: ITS: AXON ENTERPRISE, INC. _______________________________ Date _________________________ BY: ITS: DocuSign Envelope ID: 7D3CD827-3FD6-4D12-A6E6-CE55E1B836BD 7/14/2021 | 12:52 PM MST Bobby Driscoll VP, Assoc. General Counsel DocuSign Envelope ID: 388C0262-C0A2-4274-B859-E868B9182A90 Mike Cully July 14, 2021 | 2:01 PM PDT Executive Director LEAGUE OF OREGON CITIES MASTER PRICE AGREEMENT This Master Price Agreement is effective as of the date of the last signature below (the “Effective Date”) by and between the LEAGUE OF OREGON CITIES, an Oregon public corporation under ORS Chapter 190 (“LOC” or “Purchaser”) and AXON ENTERPRISE, INC. (“Vendor”). RECITALS WHEREAS, the Vendor is in the business of selling certain LAW ENFORCEMENT EQUIPMENT, as further described herein; and WHEREAS, the Vendor desires to sell and the Purchaser desires to purchase certain products and related services all upon and subject to the terms and conditions set forth herein; and WHEREAS, through a solicitation for LAW ENFORCEMENT EQUIPMENT the Vendor was awarded the opportunity to complete a Master Price Agreement with the LEAGUE OF OREGON CITIES as a result of its response to Request for Proposal No. 2010 for LAW ENFORCEMENT EQUIPMENT; and WHEREAS, the LEAGUE OF OREGON CITIES asserts that the solicitation and Request for Proposal meet Oregon public contracting requirements (ORS 279, 279A, 279B and 279C et. seq.); and WHEREAS, Purchaser and Vendor desire to extend the terms of this Master Price Agreement to benefit other qualified government members of National Purchasing Partners, LLC dba Public Safety GPO, dba First Responder GPO, dba Law Enforcement GPO and dba NPPGov; NOW, THEREFORE, Vendor and Purchaser, intending to be legally bound, hereby agree as follows: ARTICLE 1 – CERTAIN DEFINITIONS 1.1 “Agreement” shall mean this Master Price Agreement, including the main body of this Agreement and Attachments A-F attached hereto and by this reference incorporated herein, including Purchaser’s Request for Proposal No. 2010 (herein “RFP”) and Vendor’s Proposal submitted in response to the RFP (herein “Vendor’s Proposal”) as referenced and incorporated herein as though fully set forth (sometimes referred to collectively as the “Contract Documents”). 1.2 “Applicable Law(s)” shall mean all applicable federal, state and local laws, statutes, ordinances, codes, rules, regulations, standards, orders and other governmental requirements of any kind. 1.3 “Employee Taxes” shall mean all taxes, assessments, charges and other amounts whatsoever payable in respect of, and measured by the wages of, the Vendor’s employees (or subcontractors), as required by the Federal Social Security Act and all amendments thereto and/or any other applicable federal, state or local law. 1.4 “Purchaser’s Destination” shall mean such delivery location(s) or destination(s) as Purchaser may prescribe from time to time. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 2 1.5 “Products and Services” shall mean the products and/or services to be sold by Vendor hereunder as identified and described on Attachment A hereto and incorporated herein, as may be updated from time to time by Vendor to reflect products and/or services offered by Vendor generally to its customers. 1.6 “Purchase Order” shall mean any authorized written order for Products and Services sent by Purchaser to Vendor via mail, courier, overnight delivery service, email, fax and/or other mode of transmission as Purchaser and Vendor may from time to time agree. 1.7 “Unemployment Insurance” shall mean the contribution required of Vendor, as an employer, in respect of, and measured by, the wages of its employees (or subcontractors) as required by any applicable federal, state or local unemployment insurance law or regulation. 1.8 “National Purchasing Partners” or “(NPP)” is a subsidiary of two nonprofit health care systems. The Government Division of NPP, hereinafter referred to as “NPPGov”, provides group purchasing marketing and administrative support for governmental entities within the membership. NPPGov’s membership includes participating public entities across North America. 1.9 “Lead Contracting Agency” shall mean the LEAGUE OF OREGON CITIES, which is the governmental entity that issued the Request for Proposal and awarded this resulting Master Price Agreement. 1.10 “Participating Agencies” shall mean members of National Purchasing Partners for which Vendor has agreed to extend the terms of this Master Price Agreement pursuant to Article 2.6 and Attachment C herein. For purposes of cooperative procurement, “Participating Agency” shall be considered “Purchaser” under the terms of this Agreement. 1.11 “Party” and “Parties” shall mean the Purchaser and Vendor individually and collectively as applicable. ARTICLE 2 – AGREEMENT TO SELL 2.1 Vendor hereby agrees to sell to Purchaser such Products and Services as Purchaser may order from time to time by Purchase Order, all in accordance with and subject to the terms, covenants and conditions of this Agreement. Purchaser agrees to purchase those Products and Services ordered by Purchaser by Purchase Order in accordance with and subject to the terms, covenants and conditions of this Agreement. 2.2 Vendor may add additional products and services to the contract provided that any additions reasonably fall within the intent of the original RFP specifications. Pricing on additions shall be equivalent to the percentage discount for other similar products. Vendor may provide a web-link with current product listings, which may be updated periodically, as allowed by the terms of the resulting Master Price Agreement. Vendor may replace or add product lines to an existing contract if the line is replacing or supplementing products on contract, is equal or superior to the original products offered, is discounted in a similar or to a greater degree, and if the products meet the requirements of the solicitation. No products may be added to avoid competitive procurement requirements. LOC may reject any additions without cause. 2.3 All Purchase Orders issued by Purchaser to Vendor for Products during the term (as hereinafter defined) of this Agreement are subject to the provisions of this Agreement as though fully set forth in such Purchase Order. The Vendor retains authority to negotiate above and beyond the terms of this Agreement to meet the Purchaser or Vendor contract requirements. In the event that the provisions of this Agreement DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 3 conflict with any Purchase Order issued by Purchaser to Vendor, the provisions of this Agreement shall govern. No other terms and conditions, including, but not limited to, those contained in Vendor’s standard printed terms and conditions, on Vendor’s order acknowledgment, invoices or otherwise, shall have any application to or effect upon or be deemed to constitute an amendment to or to be incorporated into this Agreement, any Purchase Order, or any transactions occurring pursuant hereto or thereto, unless this Agreement shall be specifically amended to adopt such other terms and conditions in writing by the Parties. 2.4 Notwithstanding any other provision of this Agreement to the contrary, the Lead Contracting Agency shall have no obligation to order or purchase any Products and Services hereunder and the placement of any Purchase Order shall be in the sole discretion of the Participating Agencies. This Agreement is not exclusive. Vendor expressly acknowledges and agrees that Purchaser may purchase at its sole discretion, Products and Services that are identical or similar to the Products and Services described in this Agreement from any third party. 2.5 In case of any conflict or inconsistency between any of the Contract Documents, the documents shall prevail and apply in the following order of priority: (i) This Agreement; (ii) The RFP; (iii) Vendor’s Proposal; Vendor has provided a list of Exceptions to the RFP Solicitation identified in Vendor’s Proposal Vendor’s Exception to include its Master Service and Purchasing Agreement as an exhibit into the final contract award is approved and by this reference incorporated herein. 2.6 Extension of contract terms to Participating Agencies: 2.6.1 Vendor agrees to extend the same terms, covenants and conditions available to Purchaser under this Agreement to Participating Agencies, that have executed an Intergovernmental Cooperative Purchasing Agreement (“IGA”) as may be required by each Participating Agency’s local laws and regulations, in accordance with Attachment C. Each Participating Agency will be exclusively responsible for and deal directly with Vendor on matters relating to ordering, delivery, inspection, acceptance, invoicing, and payment for Products and Services in accordance with the terms and conditions of this Agreement as if it were “Purchaser” hereunder. Any disputes between a Participating Agency and Vendor will be resolved directly between them under and in accordance with the laws of the State in which the Participating Agency exists. Pursuant to the IGA, the Lead Contracting Agency shall not incur any liability as a result of the access and utilization of this Agreement by other Participating Agencies. 2.6.2 This Solicitation meets the public contracting requirements of the Lead Contracting Agency and may not be appropriate under or meet Participating Agencies’ procurement laws. Participating Agencies are urged to seek independent review by their legal counsel to ensure compliance with all local and state solicitation requirements. 2.6.3 Vendor acknowledges execution of a Vendor Administration Fee Agreement with NPPGov, pursuant to the terms of the RFP. 2.7 Oregon Public Agencies are prohibited from use of Products and Services offered under this Agreement that are already provided by qualified nonprofit agencies for disabled individuals as listed on the Department of Administrative Service’s Procurement List (“Procurement List”) pursuant to ORS 279.835-.855. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 4 See www.OregonRehabilitation.org/qrf for more information. Vendor shall not sell products and services identified on the Procurement List (e.g., reconditioned toner cartridges) to Purchaser or Participating Agencies within the state of Oregon. ARTICLE 3 – TERM AND TERMINATION 3.1 The initial contract term shall be for three (3) calendar years from the Effective Date of this Agreement (“Initial Term”). Upon termination of the original three (3) year term, this Agreement shall automatically extend for up to three (3) successive one (1) year periods; (each a “Renewal Term”); provided, however, that the Lead Contracting Agency and/or the Vendor may opt to decline extension of the MPA by providing notification in writing at least thirty (30) calendar days prior to the annual automatic extension anniversary of the Initial Term. 3.2 Either Vendor or the Lead Contracting Agency may terminate this Agreement by written notice to the other party if the other Party breaches any of its obligations hereunder and fails to remedy the breach within thirty (30) days after receiving written notice of such breach from the non-breaching party. ARTICLE 4 – PRICING, INVOICES, PAYMENT AND DELIVERY 4.1 Purchaser shall pay Vendor for all Products and Services ordered and delivered in compliance with the terms and conditions of this Agreement at the pricing specified for each such Product and Service on Attachment A, including shipping. Unless Attachment A expressly provides otherwise, the pricing schedule set forth on Attachment A hereto shall remain fixed for the Initial Term of this Agreement; provided that manufacturer pricing is not guaranteed and may be adjusted based on the next manufacturer price increase. Pricing contained in Attachment A shall be extended to all NPPGov, Public Safety GPO, First Responder GPO and Law Enforcement GPO members upon execution of the IGA. 4.2 Vendor shall submit original invoices to Purchaser in form and substance and format reasonably acceptable to Purchaser. All invoices must reference the Purchaser’s Purchase Order number, contain an itemization of amounts for Products and Services purchased during the applicable invoice period and any other information reasonably requested by Purchaser, and must otherwise comply with the provisions of this Agreement. Invoices shall be addressed as directed by Purchaser. 4.3 Unless otherwise specified, Purchaser is responsible for any and all applicable sales taxes. Attachment A or Vendor’s Proposal (Attachment D) shall specify any and all other taxes and duties of any kind which Purchaser is required to pay with respect to the sale of Products and Services covered by this Agreement and all charges for packing, packaging and loading. 4.4 Except as specifically set forth on Attachments A and F, Purchaser shall not be responsible for any additional costs or expenses of any nature incurred by Vendor in connection with the Products and Services, including without limitation travel expenses, clerical or administrative personnel, long distance telephone charges, etc. (“Incidental Expenses”). 4.5 Price reductions or discount increases may be offered at any time during the contract term and shall become effective upon notice of acceptance from Purchaser. 4.6 Notwithstanding any other agreement of the Parties as to the payment of shipping/delivery costs, and subject to Attachments A, D, and F herein, Vendor shall offer delivery and/or shipping costs prepaid FOB Destination. If there are handling fees, these also shall be included in the pricing. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 5 4.7 Unless otherwise directed by Purchaser for expedited orders, Vendor shall utilize such common carrier for the delivery of Products and Services as Vendor may select; provided, however, that for expedited orders Vendor shall obtain delivery services hereunder at rates and terms not less favorable than those paid by Vendor for its own account or for the account of any other similarly situated customer of Vendor. 4.8 Vendor shall have the risk of loss of or damage to any Products until delivery to Purchaser. Purchaser shall have the risk of loss of or damage to the Products after delivery to Purchaser. Title to Products shall not transfer until the Products have been delivered to and accepted by Purchaser at Purchaser’s Destination. ARTICLE 5 – INSURANCE 5.1 During the term of this Agreement, Vendor shall maintain at its own cost and expense (and shall cause any subcontractor to maintain) insurance policies providing insurance of the kind and in the amounts generally carried by reasonably prudent manufacturers in the industry, with one or more reputable insurance companies licensed to do business in Oregon and any other state or jurisdiction where Products and Services are sold hereunder. Such certificates of insurance shall be made available to the Lead Contracting Agency upon 48 hours’ notice. BY SIGNING THE AGREEMENT PAGE THE VENDOR AGREES TO THIS REQUIREMENT AND FAILURE TO MEET THIS REQUIREMENT WILL RESULT IN CANCELLATION OF THIS MASTER PRICE AGREEMENT. 5.2 All insurance required herein shall be maintained in full force and effect until all work or service required to be performed under the terms of this Agreement is satisfactorily completed and formally accepted. Any failure to comply with the claim reporting provisions of the insurance policies or any breach of an insurance policy warranty shall not affect coverage afforded under the insurance policies to protect the Lead Contracting Agency. The insurance policies may provide coverage that contains deductibles or self-insured retentions. Such deductible and/or self-insured retentions shall not be applicable with respect to the coverage provided to the Lead Contracting Agency under such policies. Vendor shall be solely responsible for the deductible and/or self-insured retention and the Lead Contracting Agency, at its option, may require Vendor to secure payment of such deductibles or self-insured retentions by a surety bond or an irrevocable and unconditional letter of credit. 5.3 Vendor shall carry Workers’ Compensation insurance to cover obligations imposed by federal and state statutes having jurisdiction over Vendor’s employees engaged in the performance of the work or services, as well as Employer’s Liability insurance. Vendor waives all rights against the Lead Contracting Agency and its agents, officers, directors and employees for recovery of damages to the extent these damages are covered by the Workers’ Compensation and Employer’s Liability or commercial umbrella liability insurance obtained by Vendor pursuant to this Agreement. 5.4 Insurance required herein shall not be permitted to expire, be canceled, or materially changed without thirty days (30 days) prior written notice to the Lead Contracting Agency. ARTICLE 6 – INDEMNIFICATION AND HOLD HARMLESS 6.1 Vendor agrees that it shall indemnify, defend and hold harmless Lead Contracting Agency, its respective officials, directors, employees, members and agents (collectively, the “Indemnitees”), from and against any and all damages, claims, losses, expenses, costs, obligations and liabilities (including, without limitation, reasonable attorney’s fees), suffered directly or indirectly by any of the Indemnitees to the extent of, or arising out of, (i) any breach of any covenant, representation or warranty made by Vendor in this DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 6 Agreement, (ii) any failure by Vendor to perform or fulfill any of its obligations, covenants or agreements set forth in this Agreement, (iii) the negligence or intentional misconduct of Vendor, any subcontractor of Vendor, or any of their respective employees or agents, (iv) any failure of Vendor, its subcontractors, or their respective employees to comply with any Applicable Law, (v) any litigation, proceeding or claim by any third party relating in any way to the obligations of Vendor under this Agreement or Vendor’s performance under this Agreement, (vi) any Employee Taxes or Unemployment Insurance, or (vii) any claim alleging that the Products and Services or any part thereof infringe any third party’s U.S. patent, copyright, trademark, trade secret or other intellectual property interest. Such obligation to indemnify shall not apply where the damage, claim, loss, expense, cost, obligation or liability is due to the breach of this Agreement by, or negligence or willful misconduct of, Lead Contracting Agency or its officials, directors, employees, agents or contractors. The amount and type of insurance coverage requirements set forth herein will in no way be construed as limiting the scope of the indemnity in this paragraph. The indemnity obligations of Vendor under this Article shall survive the expiration or termination of this Agreement for two years. 6.2 LIMITATION OF LIABILITY: IN NO EVENT SHALL EITHER PARTY BE LIABLE FOR ANY SPECIAL, INDIRECT, INCIDENTAL, CONSEQUENTIAL OR EXEMPLARY DAMAGES IN CONNECTION WITH OR ARISING OUT OF THIS AGREEMENT, INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR INJURIES TO PERSONS OR TO PROPERTY OR LOSS OF PROFITS OR LOSS OF FUTURE BUSINESS OR REPUTATION, WHETHER BASED ON TORT OR BREACH OF CONTRACT OR OTHER BASIS, EVEN IF IT HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. 6.3 The same terms, conditions and pricing of this Agreement may be extended to government members of National Purchasing Partners, LLC. In the event the terms of this Agreement are extended to other government members, each government member (procuring party) shall be solely responsible for the ordering of Products and Services under this Agreement. A non-procuring party shall not be liable in any fashion for any violation by a procuring party, and the procuring party shall hold non-procuring parties or unrelated purchasing parties harmless from any liability that may arise from action or inaction of the procuring party. ARTICLE 7 – WARRANTIES Purchaser shall refer to Vendor’s Proposal for all Vendor and manufacturer express warranties, as well as those warranties provided under Attachment B herein. ARTICLE 8 - INSPECTION AND REJECTION 8.1 Purchaser shall have the right to inspect and test Products at any time prior to shipment, and within a reasonable time after delivery to the Purchaser’s Destination. Products not inspected within a reasonable time after delivery shall be deemed accepted by Purchaser. The payment for Products shall in no way impair the right of Purchaser to reject nonconforming Products, or to avail itself of any other remedies to which it may be entitled. 8.2 If any of the Products are found at any time to be defective in material or workmanship, damaged, or otherwise not in conformity with the requirements of this Agreement or any applicable Purchase Order, as its exclusive remedy, Purchaser may at its option and at Vendor’s sole cost and expense, elect either to (i) return any damaged, non-conforming or defective Products to Vendor for correction or replacement, or (ii) require Vendor to inspect the Products and remove or replace damaged, non-conforming or defective Products with conforming Products. If Purchaser elects option (ii) in the preceding sentence and Vendor fails promptly to make the necessary inspection, removal and replacement, Purchaser, at its option, DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 7 may inspect the Products and Vendor shall bear the cost thereof. Payment by Purchaser of any invoice shall not constitute acceptance of the Products covered by such invoice, and acceptance by Purchaser shall not relieve Vendor of its warranties or other obligations under this Agreement. 8.3 The provisions of this Article shall survive the expiration or termination of this Agreement. ARTICLE 9 – SUBSTITUTIONS Except as otherwise permitted hereunder, Vendor may not make any substitutions of Products, or any portion thereof, of any kind without the prior written consent of Purchaser. ARTICLE 10 - COMPLIANCE WITH LAWS 10.1 Vendor agrees to comply with all Applicable Laws and at Vendor’s expense, secure and maintain in full force during the term of this Agreement, all licenses, permits, approvals, authorizations, registrations and certificates, if any, required by Applicable Laws in connection with the performance of its obligations hereunder. At Purchaser’s request, Vendor shall provide to Purchaser copies of any or all such licenses, permits, approvals, authorizations, registrations and certificates. 10.2 Purchaser has taken all required governmental action to authorize its execution of this Agreement and there is no governmental or legal impediment against Purchaser’s execution of this Agreement or performance of its obligations hereunder. ARTICLE 11 – PUBLICITY / CONFIDENTIALITY 11.1 No news releases, public announcements, advertising materials, or confirmation of same, concerning any part of this Agreement or any Purchase Order issued hereunder shall be issued or made without the prior written approval of the Parties. Neither Party shall in any advertising, sales materials or in any other way use any of the names or logos of the other Party without the prior written approval of the other Party. 11.2 Any knowledge or information which Vendor or any of its affiliates shall have disclosed or may hereafter disclose to Purchaser, and which in any way relates to the Products and Services covered by this Agreement shall not, unless otherwise designated by Vendor, be deemed to be confidential or proprietary information, and shall be acquired by Purchaser, free from any restrictions, as part of the consideration for this Agreement. ARTICLE 12 - RIGHT TO AUDIT Subject to Vendor’s reasonable security and confidentiality procedures, Purchaser, or any third party retained by Purchaser, may at any time upon prior reasonable notice to Vendor, during normal business hours, audit the books, records and accounts of Vendor to the extent that such books, records and accounts pertain to sale of any Products and Services hereunder or otherwise relate to the performance of this Agreement by Vendor. Vendor shall maintain all such books, records and accounts for a period of at least three (3) years after the date of expiration or termination of this Agreement. The Purchaser’s right to audit under this Article 12 and Purchaser’s rights hereunder shall survive the expiration or termination of this Agreement for a period of three (3) years after the date of such expiration or termination. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 8 ARTICLE 13 - REMEDIES Except as otherwise provided herein, any right or remedy of Vendor or Purchaser set forth in this Agreement shall not be exclusive, and, in addition thereto, Vendor and Purchaser shall have all rights and remedies under Applicable Law, including without limitation, equitable relief. The provisions of this Article shall survive the expiration or termination of this Agreement. ARTICLE 14 - RELATIONSHIP OF PARTIES Vendor is an independent contractor and is not an agent, servant, employee, legal representative, partner or joint venture of Purchaser. Nothing herein shall be deemed or construed as creating a joint venture or partnership between Vendor and Purchaser. Neither Party has the power or authority to bind or commit the other. ARTICLE 15 - NOTICES All notices required or permitted to be given or made in this Agreement shall be in writing. Such notice(s) shall be deemed to be duly given or made if delivered by hand, by certified or registered mail or by nationally recognized overnight courier to the address specified below: If to Lead Contracting Agency: LEAGUE OF OREGON CITIES 1201 Court St. NE Suite 200 Salem OR 97301 ATTN: Jamie Johnson-Davis Email: rfp@ORCities.org If to Vendor: AXON ENTERPRISE, INC 17800 N. 85TH St. Scottsdale AZ 85255 ATTN: Travis Cole Email: tcole@axon.com Either Party may change its notice address by giving the other Party written notice of such change in the manner specified above. ARTICLE 16 - FORCE MAJEURE Except for Purchaser’s obligation to pay for Products and Services delivered, delay in performance or non-performance of any obligation contained herein shall be excused to the extent such failure or non-performance is caused by force majeure. For purposes of this Agreement, “force majeure” shall mean any cause or agency preventing performance of an obligation which is beyond the reasonable control of either Party hereto, including without limitation, fire, flood, sabotage, shipwreck, embargo, strike, explosion, labor trouble, accident, riot, acts of governmental authority (including, without limitation, acts based on laws or regulations now in existence as well as those enacted in the future), acts of nature, and delays or failure in obtaining raw materials, supplies or transportation. A Party affected by force majeure shall promptly provide DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 9 notice to the other, explaining the nature and expected duration thereof, and shall act diligently to remedy the interruption or delay if it is reasonably capable of being remedied. In the event of a force majeure situation, deliveries or acceptance of deliveries that have been suspended shall not be required to be made upon the resumption of performance. ARTICLE 17 - WAIVER No delay or failure by either Party to exercise any right, remedy or power herein shall impair such Party’s right to exercise such right, remedy or power or be construed to be a waiver of any default or an acquiescence therein; and any single or partial exercise of any such right, remedy or power shall not preclude any other or further exercise thereof or the exercise of any other right, remedy or power. No waiver hereunder shall be valid unless set forth in writing executed by the waiving Party and then only to the extent expressly set forth in such writing. ARTICLE 18 - PARTIES BOUND; ASSIGNMENT This Agreement shall inure to the benefit of and shall be binding upon the respective successors and assigns of the Parties hereto, but it may not be assigned in whole or in part by Vendor without prior written notice to Purchaser which shall not be unreasonably withheld or delayed. ARTICLE 19 - SEVERABILITY To the extent possible, each provision of this Agreement shall be interpreted in such a manner as to be effective and valid under Applicable Law. If any provision of this Agreement is declared invalid or unenforceable, by judicial determination or otherwise, such provision shall not invalidate or render unenforceable the entire Agreement, but rather the entire Agreement shall be construed as if not containing the particular invalid or unenforceable provision or provisions and the rights and obligations of the Parties shall be construed and enforced accordingly. ARTICLE 20 - INCORPORATION; ENTIRE AGREEMENT 20.1 All the provisions of the Attachments hereto are hereby incorporated herein and made a part of this Agreement. In the event of any apparent conflict between any provision set forth in the main body of this Agreement and any provision set forth in the Attachments, including the RFP and/or Vendor’s Proposal, the provisions shall be interpreted, to the extent possible, as if they do not conflict. If such an interpretation is not possible, the provisions set forth in the main body of this Agreement shall control. 20.2 This Agreement (including Attachments and Contract Documents hereto) constitutes the entire Agreement of the Parties relating to the subject matter hereof and supersedes any and all prior written and oral agreements or understandings relating to such subject matter. ARTICLE 21 - HEADINGS Headings used in this Agreement are for convenience of reference only and shall in no way be used to construe or limit the provisions set forth in this Agreement. ARTICLE 22 - MODIFICATIONS This Agreement may be modified or amended only in writing executed by Vendor and the Lead Contracting Agency. The Lead Contracting Agency and each Participating Agency contracting hereunder acknowledge and agree that any agreement entered into in connection with any Purchase Order hereunder DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 10 shall constitute a modification of this Agreement as between the Vendor and the Participating Agency. Any modification of this Agreement as between Vendor and any Participating Agency shall not be deemed a modification of this Agreement for the benefit of the Lead Contracting Agency or any other Participating Agency. ARTICLE 23 - GOVERNING LAW This Agreement shall be governed by and interpreted in accordance with the laws of the State of Oregon or in the case of a Participating Agency’s use of this Agreement, the laws of the State in which the Participating Agency exists, without regard to its choice of law provisions. ARTICLE 24 - COUNTERPARTS This Agreement may be executed in counterparts all of which together shall constitute one and the same Agreement. IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and year last written below. PURCHASER: Signature: ____________________________________ Printed Name: Title: ____________________________________________ LEAGUE OF OREGON CITIES Dated: ____________________________ VENDOR: Signature: ______________________________ Printed Name: Title: _____________________________ AXON ENTERPRISE, INC. Dated: ____________________________ DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 Executive Director Mike Cully 6/8/2020 6/5/2020 VP, Assoc. General Counsel Robert Driscoll 11 ATTACHMENT A to Master Price Agreement by and between VENDOR and PURCHASER. PRODUCTS, SERVICES, SPECIFICATIONS AND PRICES DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 12 DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 13 DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 14 DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 15 DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 16 Pricing contained in this Attachment A shall be extended to all NPPGov members upon execution of the Intergovernmental Agreement. Participating Agencies may purchase from Vendor’s authorized dealers and distributors, as applicable, provided the pricing and terms of this Agreement are extended to Participating Agencies by such dealers and distributors. Vendor’s authorized dealers and distributors, as applicable, are identified in a [list, link found at http:], as may be updated from time to time. [ A current list may be obtained from Vendor.] DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 17 ATTACHMENT B to Master Price Agreement by and between VENDOR and PURCHASER. ADDITIONAL SELLER WARRANTIES To the extent possible, Vendor will make available all warranties from third party manufacturers of Products not manufactured by Vendor, as well as any warranties identified in this Agreement and Vendor’s Proposal. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 18 ATTACHMENT C to Master Price Agreement by and between VENDOR and PURCHASER. PARTICIPATING AGENCIES The Lead Contracting Agency in cooperation with National Purchasing Partners (NPPGov) entered into this Agreement on behalf of other government agencies that desire to access this Agreement to purchase Products and Services. Vendor must work directly with any Participating Agency concerning the placement of orders, issuance of the purchase orders, contractual disputes, invoicing, and payment. The Lead Contracting Agency shall not be held liable for any costs, damages, etc., incurred by any Participating Agency. Any subsequent contract entered into between Vendor and any Participating Agency shall be construed to be in accordance with and governed by the laws of the State in which the Participating Agency exists. Each Participating Agency is directed to execute an Intergovernmental Cooperative Purchasing Agreement (“IGA”), as set forth on the NPPGov web site, www.nppgov.com. The IGA allows the Participating Agency to purchase Products and Services from the Vendor in accordance with each Participating Agency’s legal requirements as if it were the “Purchaser” hereunder. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 19 ATTACHMENT D to Master Price Agreement by and between VENDOR and PURCHASER. Vendor’s Proposal (The Vendor’s Proposal is not attached hereto.) (The Vendor’s Proposal is incorporated by reference herein.) DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 20 ATTACHMENT E to Master Price Agreement by and between VENDOR and PURCHASER. Purchaser’s Request for Proposal (The Purchaser’s Request for Proposal is not attached hereto.) (The Purchaser’s Request for Proposal is incorporated by reference herein.) DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 21 ATTACHMENT F to Master Price Agreement by and between VENDOR and PURCHASER. ADDITIONAL VENDOR TERMS OF PURCHASE, IF ANY. This Master Services and Purchasing Agreement (“Agreement”) is between Axon Enterprise, Inc., a Delaware corporation (“Axon”), and the agency on the Quote (“Agency”). This Agreement is effective as of the later of the (a) last signature date on this Agreement or (b) signature date on the quote (“Effective Date”). Axon and Agency are each a “Party” and collectively “Parties”. This Agreement governs Agency’s purchase and use of the Axon Devices and Services detailed in the Quote Appendix (“Quote”). The Parties therefore agree as follows: 1 Term. This Agreement begins on the Effective Date and continues until terminated pursuant to this Agreement (“Term”). Agency may renew this Agreement for an additional 5 years upon execution of a new quote. New devices and services may require additional terms. Axon will not authorize services until Axon receives a signed Quote or accepts a purchase order, whichever is first. 2 Definitions. “Axon Cloud Services” means Axon’s web services for Axon Evidence, Axon Records, Axon Dispatch, and interactions between Evidence.com and Axon Devices or Axon client software. Axon Cloud Service excludes third-party applications, hardware warranties, and my.evidence.com. “Axon Devices” means all hardware provided by Axon under this Agreement. “Quote” means an offer to sell and is only valid for devices and services on the quote at the specified prices. Any terms within Agency’s purchase order in response to a Quote will be void. Orders are subject to prior credit approval. Changes in the deployment estimated ship date may change charges in the Quote. Shipping dates are estimates only. Axon is not responsible for typographical errors in any offer by Axon, and Axon reserves the right to cancel any orders resulting from such errors. “Services” means all services provided by Axon under this Agreement, including software, Axon Cloud Services, and professional services. 3 Payment. Axon invoices upon shipment. Payment is due net 30 days from the invoice date. Payment obligations are non-cancelable. Agency will pay invoices without setoff, deduction, or withholding. If Axon sends a past due account to collections, Agency is responsible for collection and attorneys’ fees. 4 Taxes. Agency is responsible for sales and other taxes associated with the order unless Agency provides Axon a valid tax exemption certificate. 5 Shipping. Axon may make partial shipments and ship Devices from multiple locations. All shipments are FOB shipping point via common carrier. Title and risk of loss pass to Agency upon Axon’s delivery to the common carrier. Agency is responsible for any shipping charges in the Quote. 6 Returns. All sales are final. Axon does not allow refunds or exchanges, except warranty returns or as provided by state or federal law. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 22 7 Warranty. 7.1 Hardware Limited Warranty. Axon warrants that Axon-manufactured Devices are free from defects in workmanship and materials for 1 year from the date of Agency’s receipt, except Signal Sidearm, which Axon warrants for 30 months from the date of Agency’s receipt. Axon warrants its Axon-manufactured accessories for 90-days from the date of Agency’s receipt. Used conducted energy weapon (“CEW”) cartridges are deemed to have operated properly. Extended warranties run from the expiration of the 1-year hardware warranty through the extended warranty term. Non-Axon manufactured Devices are not covered by Axon’s warranty. Agency should contact the manufacturer for support of non-Axon manufactured Devices. 7.2 Claims. If Axon receives a valid warranty claim for an Axon manufactured Device during the warranty term, Axon’s sole responsibility is to repair or replace the Device with the same or like Device, at Axon’s option. A replacement Device will be new or like new. Axon will warrant the replacement Device for the longer of (a) the remaining warranty of the original Device or (b) 90-days from the date of repair or replacement. If Agency exchanges a device or part, the replacement item becomes Agency’s property, and the replaced item becomes Axon’s property. Before delivering a Device for service, Agency must upload Device data to Axon Evidence or download it and retain a copy. Axon is not responsible for any loss of software, data, or other information contained in storage media or any part of the Device sent to Axon for service. 7.3 Spare Devices. Axon may provide Agency a predetermined number of spare Devices as detailed in the Quote (“Spare Devices”). Spare Devices will replace broken or non-functioning units. If Agency utilizes a Spare Device, Agency must return to Axon, through Axon’s warranty return process, any broken or non-functioning units. Axon will repair or replace the unit with a replacement Device. Upon termination, Axon will invoice Agency the MSRP then in effect for all Spare Devices provided. If Agency returns the Spare Devices to Axon within 30 days of the invoice date, Axon will issue a credit and apply it against the invoice. 7.4 Limitations. Axon’s warranty excludes damage related to: (a) failure to follow Device use instructions; (b) Devices used with equipment not manufactured or recommended by Axon; (c) abuse, misuse, or intentional damage to Device; (d) force majeure; (e) Devices repaired or modified by persons other than Axon without Axon’s written permission; or (f) Devices with a defaced or removed serial number. 7.4.1 To the extent permitted by law, the above warranties and remedies are exclusive. Axon disclaims all other warranties, remedies, and conditions, whether oral, written, statutory, or implied. If statutory or implied warranties cannot be lawfully disclaimed, then such warranties are limited to the duration of the warranty described above and by the provisions in this Agreement. 7.4.2 Axon’s cumulative liability to any Party for any loss or damage resulting from any claim, demand, or action arising out of or relating to any Axon Device or Service will not exceed the purchase price paid to Axon for the Device, or if for Services, the amount paid for such Services over the 12 months preceding the claim. Neither Party will be liable for direct, special, indirect, incidental, punitive or consequential damages, however caused, whether for breach of warranty or contract, negligence, strict liability, tort or any other legal theory. 8 Statement of Work. Certain Axon Devices and Services, including Axon Interview Room, and Axon Fleet, may require a Statement of Work that details Axon’s Service deliverables (“SOW”). In the DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 23 event Axon provides an SOW to Agency, Axon is only responsible to perform Services described in the SOW. Additional services are out of scope. The Parties must document scope changes in a written and signed change order. Changes may require an equitable adjustment in fees or schedule. The SOW is incorporated into this Agreement by reference. 9 Device Warnings. See www.axon.com/legal for the most current Axon device warnings. 10 Design Changes. Axon may make design changes to any Axon Device or Service without notifying Agency or making the same change to Devices and Services previously purchased by Agency. 11 Insurance. Axon will maintain General Liability, Workers’ Compensation, and Automobile Liability insurance. Upon request, Axon will supply certificates of insurance. 12 Indemnification. Axon will indemnify Agency’s officers, directors, and employees (“Agency Indemnitees”) against all claims, demands, losses, and reasonable expenses arising out of a third- party claim against an Agency Indemnitee resulting from any negligent act, error or omission, or willful misconduct by Axon under this Agreement, except to the extent of Agency’s negligence or willful misconduct, or claims under workers compensation. 13 IP Rights. Axon owns and reserves all right, title, and interest in Axon devices and services and suggestions to Axon, including all related intellectual property rights. Agency will not cause any Axon proprietary rights to be violated. 14 IP Indemnification. Axon will indemnify Agency Indemnitees against all claims, losses, and reasonable expenses from any third-party claim alleging that the use of Axon Devices or Services infringes or misappropriates the third-party’s intellectual property rights. Agency must promptly provide Axon with written notice of such claim, tender to Axon the defense or settlement of such claim at Axon’s expense and cooperate fully with Axon in the defense or settlement of such claim. Axon’s IP indemnification obligations do not apply to claims based on (a) modification of Axon Devices or Services by Agency or a third-party not approved by Axon; (b) use of Axon Devices and Services in combination with hardware or services not approved by Axon; (c) use of Axon Devices and Services other than as permitted in this Agreement; or (d) use of Axon software that is not the most current release provided by Axon. 15 Agency Responsibilities. Agency is responsible for (a) Agency’s use of Axon Devices; (b) breach of this Agreement or violation of applicable law by Agency or an Agency end user; and (c) a dispute between Agency and a third-party over Agency’s use of Axon Devices. 16 Termination. 16.1 For Breach. A Party may terminate this Agreement for cause if it provides 30 days written notice of the breach to the other Party, and the breach remains uncured at the end of 30 days. If Agency terminates this Agreement due to Axon’s uncured breach, Axon will refund prepaid amounts on a prorated basis based on the effective date of termination. 16.2 By Agency. If sufficient funds are not appropriated or otherwise legally available to pay the fees, Agency may terminate this Agreement. Agency will deliver notice of termination under this section as soon as reasonably practicable. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 24 16.3 Effect of Termination. Upon termination of this Agreement, Agency rights immediately terminate. Agency remains responsible for all fees incurred before the effective date of termination. If Agency purchases Devices for less than the manufacturer’s suggested retail price (“MSRP”) and this Agreement terminates before the end of the Term, Axon will invoice Agency the difference between the MSRP for Devices received and amounts paid towards those Devices. If terminating for non-appropriation, Agency may return Devices to Axon within 30 days of termination. MSRP is the standalone price of the individual Device at the time of sale. For bundled Devices, MSRP is the standalone price of all individual components. 17 Confidentiality. “Confidential Information” means nonpublic information designated as confidential or, given the nature of the information or circumstances surrounding disclosure, should reasonably be understood to be confidential. Each Party will take reasonable measures to avoid disclosure, dissemination, or unauthorized use of the other Party’s Confidential Information. Unless required by law, neither Party will disclose the other Party’s Confidential Information during the Term and for 5-years thereafter. Axon pricing is Confidential Information and competition sensitive. If Agency is required by law to disclose Axon pricing, to the extent allowed by law, Agency will provide notice to Axon before disclosure. Axon may publicly announce information related to this Agreement. 18 General. 18.1 Force Majeure. Neither Party will be liable for any delay or failure to perform due to a cause beyond a Party’s reasonable control. 18.2 Independent Contractors. The Parties are independent contractors. Neither Party has the authority to bind the other. This Agreement does not create a partnership, franchise, joint venture, agency, fiduciary, or employment relationship between the Parties. 18.3 Third-Party Beneficiaries. There are no third-party beneficiaries under this Agreement. 18.4 Non-Discrimination. Neither Party nor its employees will discriminate against any person based on: race; religion; creed; color; sex; gender identity and expression; pregnancy; childbirth; breastfeeding; medical conditions related to pregnancy, childbirth, or breastfeeding; sexual orientation; marital status; age; national origin; ancestry; genetic information; disability; veteran status; or any class protected by local, state, or federal law. 18.5 Export Compliance. Each Party will comply with all import and export control laws and regulations. 18.6 Assignment. Neither Party may assign this Agreement without the other Party’s prior written consent. Axon may assign this Agreement, its rights, or obligations without consent: (a) to an affiliate or subsidiary; or (b) for purposes of financing, merger, acquisition, corporate reorganization, or sale of all or substantially all its assets. This Agreement is binding upon the Parties respective successors and assigns. 18.7 Waiver. No waiver or delay by either Party in exercising any right under this Agreement constitutes a waiver of that right. 18.8 Severability. If a court of competent jurisdiction holds any portion of this Agreement invalid or unenforceable, the remaining portions of this Agreement will remain in effect. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 25 18.9 Survival. The following sections will survive termination: Payment, Warranty, Device Warnings, Indemnification, IP Rights, and Agency Responsibilities. 18.10 Governing Law. The laws of the state where Agency is physically located, without reference to conflict of law rules, govern this Agreement and any dispute arising from it. The United Nations Convention for the International Sale of Goods does not apply to this Agreement. 18.11 Notices. All notices must be in English. Notices posted on Agency’s Axon Evidence site are effective upon posting. Notices by email are effective on the sent date of the email. Notices by personal delivery are effective immediately. Contact information for notices: Axon: Axon Enterprise, Inc. Attn: Legal 17800 N. 85th Street Scottsdale, Arizona 85255 legal@axon.com Agency: Attn: Street Address City, State, Zip Email 18.12 Entire Agreement. This Agreement, including the Appendices and any SOW(s), represents the entire agreement between the Parties. This Agreement supersedes all prior agreements or understandings, whether written or verbal, regarding the subject matter of this Agreement. This Agreement may only be modified or amended in a writing signed by the Parties. Each representative identified below declares that the representative is authorized to execute this Agreement as of the date of signature. Axon Enterprise, Inc. Signature: ______________________________________ Name: _________________________________________ Title: _________________________________________ Date: _________________________________________ Agency DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 26 Signature: ______________________________________ Name: _________________________________________ Title: _________________________________________ Date: _________________________________________ Professional Services Appendix 1 Utilization of Services. Agency must use professional services as outlined in the Quote and this Appendix within 6 months of the Effective Date. 2 CEW Services Packages. CEW Services Packages are detailed below: System set up and configuration • Configure Axon Evidence categories & custom roles based on Agency need. • Troubleshoot IT issues with Axon Evidence. • Register users and assign roles in Axon Evidence. • For the CEW Full Service Package: On-site assistance included • For the CEW Starter Package: Virtual assistance included Dedicated Project Manager Assignment of specific Axon representative for all aspects of planning the rollout (Project Manager). Ideally, Project Manager will be assigned to Agency 4–6 weeks before rollout Best practice implementation planning session to include: • Provide considerations for the establishment of CEW policy and system operations best practices based on Axon’s observations with other agencies • Discuss the importance of entering metadata and best practices for digital data management • Provide referrals to other agencies using TASER CEWs and Axon Evidence • For the CEW Full Service Package: On-site assistance included • For the CEW Starter Package: Virtual assistance included System Admin and troubleshooting training sessions On-site sessions providing a step-by-step explanation and assistance for Agency’s configuration of security, roles & permissions, categories & retention, and other specific settings for Axon Evidence Axon Evidence Instructor training • Provide training on the Axon Evidence to educate instructors who can support Agency’s subsequent Axon Evidence training needs. • For the CEW Full Service Package: Training for up to 3 individuals at Agency • For the CEW Starter Package: Training for up to 1 individual at Agency TASER CEW inspection and device assignment Axon’s on-site professional services team will perform functions check on all new TASER CEW Smart weapons and assign them to a user on Axon Evidence. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 27 Post go-live review For the CEW Full Service Package: On-site assistance included. For the CEW Starter Package: Virtual assistance included. 3 Smart Weapon Transition Service. The Smart Weapon Transition Service includes: Archival of CEW Firing Logs Axon’s on-site professional services team will upload CEW firing logs to Axon Evidence from all TASER CEW Smart Weapons that Agency is replacing with newer Smart Weapon models. Return of Old Weapons Axon’s on-site professional service team will ship all old weapons back to Axon’s headquarters. Axon will provide Agency with a Certificate of Destruction *Note: CEW Full Service packages for TASER 7 include Smart Weapon Transition Service instead of 1-Day Device Specific Instructor Course. 4 Out of Scope Services. Axon is only responsible to perform the professional services described in the Quote and this Appendix. Any additional professional services are out of scope. The Parties must document scope changes in a written and signed change order. Changes may require an equitable adjustment in the charges or schedule. 5 Delivery of Services. Axon personnel will work Monday through Friday, 8:30 a.m. to 5:30 p.m., except holidays. Axon will perform all on-site tasks over a consecutive timeframe. Axon will not charge Agency travel time by Axon personnel to Agency premises as work hours. 6 Access Computer Systems to Perform Services. Agency authorizes Axon to access relevant Agency computers and networks, solely for performing the Services. Axon will work to identify as soon as reasonably practicable resources and information Axon expects to use and will provide an initial itemized list to Agency. Agency is responsible for and assumes the risk of any problems, delays, losses, claims, or expenses resulting from the content, accuracy, completeness, and consistency of all data, materials, and information supplied by Agency. 7 Site Preparation. Axon will provide a hardcopy or digital copy of current user documentation for the Devices (“User Documentation”). User Documentation will include all required environmental specifications for the professional Services and Devices to operate per the Device User Documentation. Before installation of Devices (whether performed by Agency or Axon), Agency must prepare the location(s) where Devices are to be installed (“Installation Site”) per the environmental specifications in the Device User Documentation. Following installation, Agency must maintain the Installation Site per the environmental specifications. If Axon modifies Device User Documentation for any Devices under this Agreement, Axon will provide the update to Agency when Axon generally releases it. If Axon modifies Device User Documentation for any Devices under this Agreement, Axon will provide the update to Agency when Axon generally releases it 8 Acceptance. When Axon completes professional Services, Axon will present an acceptance form (“Acceptance Form”) to Agency. Agency will sign the Acceptance Form acknowledging completion. If Agency reasonably believes Axon did not complete the professional Services in substantial conformance with this Agreement, Agency must notify Axon in writing of the specific DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 28 reasons for rejection within 7 calendar days from delivery of the Acceptance Form. Axon will address the issues and re-present the Acceptance Form for signature. If Axon does not receive the signed Acceptance Form or written notification of reasons for rejection within 7 calendar days of delivery of the Acceptance Form, Axon will deem Agency to have accepted the professional Services. 9 Agency Network. For work performed by Axon transiting or making use of Agency’s network, Agency is solely responsible for maintenance and functionality of the network. In no event will Axon be liable for loss, damage, or corruption of Agency’s network from any cause. Axon Cloud Services Terms of Use Appendix 1 Definitions. “Agency Content” is data uploaded into, ingested by, or created in Axon Cloud Services within Agency’s tenant, including media or multimedia uploaded into Axon Cloud Services by Agency. Agency Content includes Evidence but excludes Non-Content Data. “Evidence” is media or multimedia uploaded into Axon Evidence as 'evidence' by an Agency. Evidence is a subset of Agency Content. “Non-Content Data” is data, configuration, and usage information about Agency’s Axon Cloud Services tenant, Axon Devices and client software, and users that is transmitted or generated when using Axon Devices. Non-Content Data includes data about users captured during account management and customer support activities. Non-Content Data does not include Agency Content. 2 Subscription Term. For Axon Evidence subscriptions, including Fleet 2 Unlimited, the subscription begins after shipment of the applicable Axon Device. If Axon ships the Device in the first half of the month, the start date is the 1st of the following month. If Axon ships the Device in the second half of the month, the start date is the 15th of the following month. For phased deployments, the start date begins on shipment of phase one. For purchases solely of Axon Evidence subscriptions, the start date is the Effective Date. The Axon Evidence subscription term ends upon completion of the Axon Evidence subscription stated in the Quote (“Axon Evidence Subscription Term”). 3 Access. Upon Axon granting Agency a subscription to Axon Cloud Services, Agency may access and use Axon Cloud Services to store and manage Agency Content. Agency may not exceed more end users than the Quote specifies. Axon Air requires an Axon Evidence subscription for each drone operator. For Axon Evidence Lite, Agency may access and use Axon Evidence only to store and manage TASER CEW and TASER CAM data (“TASER Data”). Agency may not upload non-TASER Data to Axon Evidence Lite. 4 Agency Owns Agency Content. Agency controls and owns all right, title, and interest in Agency Content. Except as outlined herein, Axon obtains no interest in Agency Content, and Agency Content are not business records of Axon. Agency is solely responsible for uploading, sharing, managing, and deleting Agency Content. Axon will have limited access to Agency Content solely for providing and supporting Axon Cloud Services to Agency and Agency end users. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 29 5 Security. Axon will implement commercially reasonable and appropriate measures to secure Agency Content against accidental or unlawful loss, access or disclosure. Axon will maintain a comprehensive information security program to protect Axon Cloud Services and Agency Content including logical, physical access, vulnerability, risk, and configuration management; incident monitoring and response; encryption of uploaded digital evidence; security education; and data protection. Axon agrees to the Federal Bureau of Investigation Criminal Justice Information Services Security Addendum. 6 Agency Responsibilities. Agency is responsible for (a) ensuring Agency owns Agency Content; (b) ensuring no Agency Content or Agency end user’s use of Agency Content or Axon Cloud Services violates this Agreement or applicable laws; and (c) maintaining necessary computer equipment and Internet connections for use of Axon Cloud Services. If Agency becomes aware of any violation of this Agreement by an end user, Agency will immediately terminate that end user’s access to Axon Cloud Services. Agency will also maintain the security of end user names and passwords and security and access by end users to Agency Content. Agency is responsible for ensuring the configuration and utilization of Axon Cloud Services meet applicable Agency regulation and standards. Agency may not sell, transfer, or sublicense access to any other entity or person. Agency shall contact Axon immediately if an unauthorized party may be using Agency’s account or Agency Content, or if account information is lost or stolen. 7 Privacy. Axon will not disclose Agency Content or information about Agency except as compelled by a court or administrative body or required by law or regulation. If Axon receives a disclosure request for Agency Content, Axon will give Agency notice, unless legally prohibited from doing so, to allow Agency to file an objection with the court or administrative body. Agency agrees to allow Axon access to certain information from Agency to (a) perform troubleshooting services upon request or as part of regular diagnostic screening; (b) enforce this Agreement or policies governing the use of Axon Evidence; or (c) perform analytic and diagnostic evaluations of the systems. 8 Storage. For Axon Evidence Unlimited, Agency may store unlimited data in Agency's Axon Evidence account only if data originates from Axon Capture or an Axon body-worn camera. For Axon Air Evidence subscriptions, Agency may store unlimited data in Agency's Axon Evidence account only if data originates from an Axon Air device. For Axon Interview Room Unlimited, Agency may store unlimited data in Agency's Axon Evidence account only if data originates from Axon Interview Room hardware. For Axon Fleet Unlimited, Agency may store unlimited data in Agency's Axon Evidence account only if data originates from Axon Fleet hardware. Axon may charge Agency additional fees for exceeding purchased storage amounts. Axon may place Agency Content that Agency has not viewed or accessed for 6 months into archival storage. Agency Content in archival storage will not have immediate availability and may take up to 24 hours to access. 9 Location of Storage. Axon may transfer Agency Content to third-party subcontractors for storage. Axon will determine the locations of data centers for storage of Agency Content. For United States agencies, Axon will ensure all Agency Content stored in Axon Cloud Services remains within the United States. Ownership of Agency Content remains with Agency. 10 Suspension. Axon may temporarily suspend Agency’s or any end user’s right to access or use any portion or all of Axon Cloud Services immediately upon notice, if Agency or end user’s use of or registration for Axon Cloud Services may (a) pose a security risk to Axon Cloud Services or any third- DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 30 party; (b) adversely impact Axon Cloud Services , the systems, or content of any other customer; (c) subject Axon, Axon’s affiliates, or any third-party to liability; or (d) be fraudulent. Agency remains responsible for all fees incurred through suspension. Axon will not delete Agency Content because of suspension, except as specified in this Agreement. 11 Axon Cloud Services Warranty. Axon disclaims any warranties or responsibility for data corruption or errors before Agency uploads data to Axon Cloud Services. 12 Axon Cloud Services Restrictions. Agency and Agency end users (including employees, contractors, agents, officers, volunteers, and directors), may not, or may not attempt to: 12.1. copy, modify, tamper with, repair, or create derivative works of any part of Axon Cloud Services; 12.2. reverse engineer, disassemble, or decompile Axon Cloud Services or apply any process to derive any source code included in Axon Cloud Services, or allow others to do the same; 12.3. access or use Axon Cloud Services with the intent to gain unauthorized access, avoid incurring fees or exceeding usage limits or quotas; 12.4. use trade secret information contained in Axon Cloud Services, except as expressly permitted in this Agreement; 12.5. access Axon Cloud Services to build a competitive device or service or copy any features, functions, or graphics of Axon Cloud Services; 12.6. remove, alter, or obscure any confidentiality or proprietary rights notices (including copyright and trademark notices) of Axon’s or Axon’s licensors on or within Axon Cloud Services; or 12.7. use Axon Cloud Services to store or transmit infringing, libelous, or other unlawful or tortious material; to store or transmit material in violation of third-party privacy rights; or to store or transmit malicious code. 13 After Termination. Axon will not delete Agency Content for 90-days following termination. There will be no functionality of Axon Cloud Services during these 90-days other than the ability to retrieve Agency Content. Agency will not incur additional fees if Agency downloads Agency Content from Axon Cloud Services during this time. Axon has no obligation to maintain or provide Agency Content after these 90-days and will thereafter, unless legally prohibited, delete all Agency Content. Upon request, Axon will provide written proof that Axon successfully deleted and fully removed all Agency Content from Axon Cloud Services. 14 Post-Termination Assistance. Axon will provide Agency with the same post-termination data retrieval assistance that Axon generally makes available to all customers. Requests for Axon to provide additional assistance in downloading or transferring Agency Content, including requests for Axon’s data egress service, will result in additional fees and Axon will not warrant or guarantee data integrity or readability in the external system. 15 U.S. Government Rights. If Agency is a U.S. Federal department or using Axon Cloud Services on behalf of a U.S. Federal department, Axon Cloud Services is provided as a “commercial item,” “commercial computer software,” “commercial computer software documentation,” and “technical data”, as defined in the Federal Acquisition Regulation and Defense Federal Acquisition Regulation Supplement. If Agency is using Axon Cloud Services on behalf of the U.S. Government and these terms fail to meet the U.S. Government’s needs or are inconsistent in any respect with federal law, Agency will immediately discontinue use of Axon Cloud Services. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 31 16 Survival. Upon any termination of this Agreement, the following sections in this Appendix will survive: Agency Owns Agency Content, Storage, Axon Cloud Services Warranty, and Axon Cloud Services Restrictions. TASER 7 Appendix This TASER 7 Appendix applies to Agency’s TASER 7, OSP 7, or OSP 7 Plus purchase from Axon. 1 Term. If Agency purchases TASER 7 as part of OSP 7 or 7 Plus, TASER 7 starts on the OSP 7 start date. Otherwise, the start date is based on shipment of TASER 7 hardware. If Axon ships TASER 7 hardware in the first half of the month, TASER 7 starts the 1st of the following month. If Axon ships TASER 7 hardware in the second half of the month, TASER 7 starts the 15th of the following month (“TASER 7 Start Date”). TASER 7 will end upon completion of the associated TASER 7 subscription in the Quote (“TASER 7 Term”). For phased deployments, each phase will have its own 60-month term, with start dates as described above. 2 Unlimited Duty Cartridge Plan. If the Quote includes “Unlimited Duty Cartridge Plan”, Agency must purchase the plan for each CEW user. A CEW user includes officers that use a CEW in the line of duty and those that only use a CEW for training. Agency may not resell cartridges received. Axon will only replace cartridges used in the line of duty. 3 Training. If the Quote includes a training voucher, Agency must use the voucher within 1 year of issuance, or the voucher will be void. Axon will issue Agency a voucher annually beginning on the TASER 7 Start Date. The voucher has no cash value. Agency cannot exchange it for another device or service. Unless stated in the Quote, the voucher does not include travel expenses and will be Agency’s responsibility. If the Quote includes Axon Online Training or Virtual Reality Content (collectively, “Training Content”), Agency may access Training Content. Axon will deliver all Training Content electronically. 4 Extended Warranty. If the Quote includes a TASER 7 plan (TASER 7 Basic - Upfront Plus Subscription, TASER 7 Basic - Subscription, or TASER 7 Certification), extended warranty coverage is included for the TASER CEW, dock and core, and rechargeable battery as described in the Hardware Limited Warranty. The extended warranty coverage begins on the TASER 7 Start Date and continues for the TASER 7 Term. 5 Trade-in. If a trade-in discount is on the Quote, Agency must return used hardware and accessories associated with the discount (“Trade-In Units”) to Axon. Agency must ship batteries via ground shipping. Axon will pay shipping costs of the return. If Axon does not receive Trade-In Units DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 32 within the timeframe below, Axon will invoice Agency the value of the trade-in discount. Agency may not destroy Trade-In Units and receive a trade-in discount. Agency Size Days to Return from TASER 7 Start Date Less than 100 officers 30 days 100 to 499 officers 90 days 500+ officers 180 days 6 Subscription Term. The TASER 7 Axon Evidence Subscription Term begins on the TASER 7 or OSP 7 Start Date. 7 Access Rights. Upon Axon granting Agency a TASER 7 Axon Evidence subscription, Agency may access and use Axon Evidence for the storage and management of data from TASER 7 CEW devices during the TASER 7 Axon Evidence Subscription Term. Agency may not upload any non-TASER 7 data or any other files to Axon Evidence. Agency may not exceed the number of end users than the Quote specifies. 8 Privacy. Axon will not disclose Agency Content or any information about Agency except as compelled by a court or administrative body or required by any law or regulation. Axon will give notice if any disclosure request is received for Agency Content, so Agency may file an objection with the court or administrative body. Agency acknowledges and agrees that Axon may access Agency Content to: (a) perform troubleshooting services upon request or as part of Axon’s maintenance or diagnostic screenings; (b) enforce this Agreement or policies governing use of Axon Evidence; (c) generate aggregated data, excluding information that can be used to distinguish or trace an individual's identity, either alone or when combined with other personal or identifying information that is linked or linkable to a specific individual (collectively, “PII”), to improve, analyze, support, and operate Axon’s current and future devices and services. 9 Termination. If payment for TASER 7 is more than 30 days past due, Axon may terminate Agency’s TASER 7 plan by notifying Agency. Upon termination for any reason, then as of the date of termination: 9.1. TASER 7 extended warranties and access to Training Content will terminate. No refunds will be given. 9.2. Axon will invoice Agency the remaining MSRP for TASER 7 products received before termination. If terminating for non-appropriations, Axon will not invoice Agency if Agency returns the CEW, rechargeable battery, holster, dock, core, training suits, and unused cartridges to Axon within 30 days of the date of termination. 9.3. Agency will be responsible for payment of any missed payments due to the termination before being allowed to purchase any future TASER 7 plan. DocuSign Envelope ID: 6803D017-DF97-4249-9316-FFEE71F45929 Certificate Of Completion Envelope Id: 6803D017DF9742499316FFEE71F45929 Status: Completed Subject: Please DocuSign: MPA 2010 Between LOC and Axon - MS FINAL.pdf Source Envelope: Document Pages: 32 Signatures: 2 Envelope Originator: Certificate Pages: 5 Initials: 0 Bill DeMars AutoNav: Enabled EnvelopeId Stamping: Enabled Time Zone: (UTC-08:00) Pacific Time (US & Canada) 1100 Olive Way Suite 1020 Seattle, WA 98101 bill.demars@nppgov.com IP Address: 24.16.218.197 Record Tracking Status: Original 6/5/2020 7:18:46 AM Holder: Bill DeMars bill.demars@nppgov.com Location: DocuSign Signer Events Signature Timestamp Mike Cully mcully@orcities.org Executive Director Security Level: Email, Account Authentication (None)Signature Adoption: Drawn on Device Using IP Address: 71.63.237.219 Sent: 6/5/2020 7:21:45 AM Viewed: 6/8/2020 5:30:07 PM Signed: 6/8/2020 5:30:30 PM Electronic Record and Signature Disclosure: Accepted: 6/8/2020 5:30:07 PM ID: c32bf7c1-6f13-49e2-aa84-3b41d3e7850d Robert Driscoll bobby@axon.com VP, Assoc. General Counsel eSign Security Level: Email, Account Authentication (None) Signature Adoption: Pre-selected Style Using IP Address: 74.206.119.243 Sent: 6/5/2020 1:43:03 PM Viewed: 6/5/2020 2:09:04 PM Signed: 6/5/2020 2:09:35 PM Electronic Record and Signature Disclosure: Accepted: 6/5/2020 2:09:04 PM ID: b7d3f79b-2874-41b5-a62d-95a40ed4d971 In Person Signer Events Signature Timestamp Editor Delivery Events Status Timestamp Agent Delivery Events Status Timestamp Intermediary Delivery Events Status Timestamp Certified Delivery Events Status Timestamp Carbon Copy Events Status Timestamp Katie Wingate kwingate@axon.com Security Level: Email, Account Authentication (None) Sent: 6/5/2020 1:43:04 PM Viewed: 6/5/2020 1:44:47 PM Electronic Record and Signature Disclosure: Accepted: 6/5/2020 1:42:19 PM ID: 916a07eb-8842-4a19-90fb-046b8eeec8c3 Witness Events Signature Timestamp Notary Events Signature Timestamp Envelope Summary Events Status Timestamps Envelope Sent Hashed/Encrypted 6/5/2020 1:43:04 PM Certified Delivered Security Checked 6/8/2020 5:30:08 PM Signing Complete Security Checked 6/8/2020 5:30:30 PM Completed Security Checked 6/8/2020 5:30:30 PM Payment Events Status Timestamps Electronic Record and Signature Disclosure ELECTRONIC RECORD AND SIGNATURE DISCLOSURE From time to time, National Purchasing Partners (we, us or Company) may be required by law to provide to you certain written notices or disclosures. 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Electronic Record and Signature Disclosure created on: 3/10/2016 2:06:46 PM Parties agreed to: Mike Cully, Robert Driscoll, Katie Wingate How to contact National Purchasing Partners: You may contact us to let us know of your changes as to how we may contact you electronically, to request paper copies of certain information from us, and to withdraw your prior consent to receive notices and disclosures electronically as follows: To contact us by email send messages to: bruce.busch@mynpp.com To advise National Purchasing Partners of your new e-mail address To let us know of a change in your e-mail address where we should send notices and disclosures electronically to you, you must send an email message to us at bruce.busch@mynpp.com and in the body of such request you must state: your previous e-mail address, your new e-mail address. We do not require any other information from you to change your email address.. 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Acknowledging your access and consent to receive materials electronically To confirm to us that you can access this information electronically, which will be similar to other electronic notices and disclosures that we will provide to you, please verify that you were able to read this electronic disclosure and that you also were able to print on paper or electronically save this page for your future reference and access or that you were able to e-mail this disclosure and consent to an address where you will be able to print on paper or save it for your future reference and access. Further, if you consent to receiving notices and disclosures exclusively in electronic format on the terms and conditions described above, please let us know by clicking the 'I agree' button below. By checking the 'I Agree' box, I confirm that: • I can access and read this Electronic CONSENT TO ELECTRONIC RECEIPT OF ELECTRONIC RECORD AND SIGNATURE DISCLOSURES document; and • I can print on paper the disclosure or save or send the disclosure to a place where I can print it, for future reference and access; and • Until or unless I notify National Purchasing Partners as described above, I consent to receive from exclusively through electronic means all notices, disclosures, authorizations, acknowledgements, and other documents that are required to be provided or made available to me by National Purchasing Partners during the course of my relationship with you. Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9970 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Fire Department Agenda Number: 6.3 SUBJECT/RECOMMENDATION: Authorize one Pierce Heavy Duty Velocity Pumper (engine) G#2611, previously authorized to surplus, to temporarily remain in fleet reserve, and authorize the appropriate officials to execute same. (consent) SUMMARY: New fire engines are placed into front-line service and their replacements are put into reserve status. Reserve units are utilized when the front-line engines are out for repairs. When a reserve unit is replaced, it is put into surplus and traded-in, sold, or donated. On September 17, 2020, council authorization was given to purchase two new Pierce Heavy Duty Velocity Pumpers and surplus G2611 at auction. Clearwater Fire and Rescue requests authorization to temporarily retain fire engine G2611, built in 2001 with 109,313 miles, in reserve fleet due to current supply chain issues and an increase in out of service hours of front-line engines for front-line coverage. APPROPRIATION CODE AND AMOUNT: N/A USE OF RESERVE FUNDS: N/A Page 1 City of Clearwater Printed on 12/1/2021 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9980 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Fire Department Agenda Number: 6.4 SUBJECT/RECOMMENDATION: Authorize a purchase order to Municipal Emergency Services (MES) of Pinellas Park, FL, for Personal Protective Equipment for Clearwater Fire and Rescue (CFR) personnel in an amount not-to-exceed $200,000.00 for term November 29, 2021 through June 30, 2022, pursuant to Clearwater Code of Ordinances Section 2.563 (1)(c), Piggyback, and authorize the appropriate officials to execute same. (consent) SUMMARY: CIP project 91261 outfits firefighters with personal protective equipment (PPE). PPE provides a high degree of protection for firefighters, along with, providing many safety features members will use during an emergency response. Per National Fire Protection Association Standard 1851, PPE gear has a ten-year shelf life. Currently CFR issues one set of gear and then a second set five years later. CFR is implementing the purchase of two sets for all new hires and continuing the replacement of current employees. Approximately 11.36% of this purchase is funded by Pinellas County as approved in the fiscal year 2021/22 CFR budget by the County Commission. This reimbursement is a portion of the annual County Fire Protection Tax revenues received in the general fund as this equipment serves unincorporated residents of the Clearwater Fire and Rescue District. This is a piggyback off of Lake County Contract No. 17-0606G, Fire Equipment, Parts, Supplies and Service valid through June 30, 2022. APPROPRIATION CODE AND AMOUNT: Funds are available in CIP project 315-91261, Personal Protective Equipment, to fund the balance of this purchase order. Funding for future years will be requested in the annual budget process. USE OF RESERVE FUNDS: N/A Page 1 City of Clearwater Printed on 12/1/2021 PROCUREMENT SERVICES – DIVISION OF OFFICE OF MANAGEMENT AND BUDGET SERVICES P.O. BOX 7800 • 315 W. MAIN ST., TAVARES, FL 32778 • P 352.343.9839 • F 352.343.9473 Board of County Commissioners • www.lakecountyfl.gov MODIFICATION OF CONTRACT Modification Number:Nine (9) Effective Date: 3/1/2021 Contract Number: 17-0606G Title: Fire Equipment, Parts, Supplies, and Service Effective Date: July 1, 2017 Contracting Officer: Amy Munday E-mail: amunday@lakecountyfl.gov Telephone Number: (352) 343-9389 Contractor Name and Address: Name: Municipal Emergency Services (MES) Address: 3789 62nd Avenue North City: Pinellas Park, Florida 33781 ATTENTION: Jamie Robinson, Regional VP Issued By: Procurement Services Lake County Administration Building 315 W. Main St., Suite 441 Tavares, Florida 32778-7800 INSTRUCTIONS: Contractor shall sign Signature Block showing acceptance of the below written modification and return this form to Procurement Services within ten (10) days after receipt. Once fully executed, a copy of this modification will be returned to the Contractor to attach to the original Contract. DESCRIPTION OF MODIFICATION: Contract modification to update the manufacturer list for Akron Brass products. SEE ATTACHED: CONTRACTOR SIGNATURE BLOCK Signature: _______________________________________ Print Name: ______________________________________ Title: ____________________________________________ Date: ____________________________________________ E-mail: ___________________________________________ Secondary E-mail: __________________________________ LAKE COUNTY SIGNATURE BLOCK Signature: _____________________________________ Print Name: ___________________________________ Title: Contracting Officer Date: _________________________________________ Distribution: Original – Bid File Copy – Contractor Contracting Officer Jamie Robinson Regional Vice President 03/11/2021 jrobinson@mesfire.com Amy Munday March 12, 2021 PROCUREMENT SERVICES – DIVISION OF OFFICE OF MANAGEMENT AND BUDGET SERVICES P.O. BOX 7800 • 315 W. MAIN ST., TAVARES, FL 32778 • P 352.343.9839 • F 352.343.9473 Board of County Commissioners • www.lakecountyfl.gov MODIFICATION OF CONTRACT Modification Number:Seven (7) Effective Date: 11/3/2020 Contract Number: 17-0606G Title: Fire Equipment-Parts-Supplies-Service Effective Date: July 1, 2017 Contracting Officer: Amy Munday E-mail: amunday@lakecountyfl.gov Telephone Number: (352) 343-9389 Contractor Name and Address: Name: Municipal Emergency Services (MES) Address: 3789 62nd Avenue, North City: Pinellas Park, FL 33781 ATTENTION: Jamie Robinson, Regional VP Issued By: Procurement Services Lake County Administration Building 315 W. Main St., Suite 441 Tavares, Florida 32778-7800 INSTRUCTIONS: Contractor shall sign Signature Block showing acceptance of the below written modification and return this form to Procurement Services within ten (10) days after receipt. Once fully executed, a copy of this modification will be returned to the Contractor to attach to the original Contract. DESCRIPTION OF MODIFICATION: Contract modification to update the attached manufacturing listing: CONTRACTOR SIGNATURE BLOCK Signature: _______________________________________ Print Name: ______________________________________ Title: ____________________________________________ Date: ____________________________________________ E-mail: ___________________________________________ Secondary E-mail: __________________________________ LAKE COUNTY SIGNATURE BLOCK Signature: _____________________________________ Print Name: ___________________________________ Title: Contracting Officer Date: _________________________________________ Distribution: Original – Bid File Copy – Contractor Contracting Officer Jamie Robinson Regional Vice President 11/3/20 jrobinson@mesfire.com Amy Munday November 3, 2020 ATTACHMENT 2 – PRICING FORM Current brands in use by the Fire Rescue Division include the following. Please complete the following information for those brands supported by your firm. Enter “yes” or “no” for stocking distributor. If you represent other manufacturers for similar fire-related equipment, parts, or supplies not listed, please add the manufacturer and pricing information in the blank spaces at end of pricing table. Brand Discount off List Price Hourly Rate for Repair Service Stocking Distributor? 3M COMPANY 15% N/A No ABLE 2 SHO ME 10% N/A No ACTION 25% $50 No AH STOCK 10% $37 No AIM No bid AJAX 10% $34 Min order $50 AKRON BRASS 20% $60 Yes ALL AMERICAN FIRE HOSE No bid ALLEN SYSTEMS No bid ALCOLITE (SAM CARBIS) 10% $40 No AMEREX Net plus 20% $42.50 Yes AMERICAN FIREWEAR 15% $30 Yes AMERICAN LAFRANCE No bid ANGUS 20% $48 Yes ANSUL FOAMS 15% $35 Yes APPLECROFT No bid B & B ENTERPRISES 15% N/A No BIO SYSTEMS No bid BLACKINTON BADGES 10% $16 No BOUTON CO No bid BULLARD – HELMETS 20% $32.50 Yes BULLARD – OTHER 10%32.50 Yes CALIFORNIA MOUNTAIN No bid CARNS & BROTHER No bid CAST PRODUCTS No bid CHARKATE No bid CHUBB (FOAM) No bid CHURCHVILLE No bid CIRCUL AIR List $23 No CODE 3 20% $58 No COLLIN AXES No bid COLLINS DYNAMICS (ROM CORP) 22% $51.50 No COUNCIL TOOLS 20% $44 No CUTTERS EDGE No bid (See Eastern Fire) CW NEILSEN No bid DARLEY & CO No bid DAVID CLARK No bid DB SMITH INDIAN TANKS No bid DICKE TOOL 15% $44 No DRAEGER ENGINEERED SOLUTIONS No bid DREXEL No bid DUO SAFETY No bid EDISON 20% $22 No EDWARDS AND CROMWELL 10% $46 No EDWARDS MFG 10% $22.50 No ELKHART BRASS 20% $36 Yes ETI EMERGENCY TECHNOLOGY No bid EXTENDA LITE (AKRON) No bid FEDERAL SIGNAL CORP 20% $35 No FIRE HOOKS UNLIMITED List $25 Yes FIREDEX 10% $42.50 Yes FIRE POWER No bid FIREQUIP No bid FLAMEFIGHTER 20% $41.50 No FOL-DA-TANK 20% $36 No GEMTOR 20% $28 Min order $75 GLASSMASTER WEHR 15% $22 No GLOBE No bid GLOVE CORP No bid GORMAN RUPP PUMPS No bid HALE FIRE PUMPS List $45 No HANNAY REELS 10% $30 No HARRINGTON 25% $22 No HAZARD CONTROL No bid HEBERT List $55 No HOLMATRO No bid HONEYWELL – PPE 10% $45 No HONEYWELL HELMETS & PARTS 10% $37 Yes HONEYWELL PRO WARRINGTON 10% $40 Yes HUMAT List $20 No HUSKY 25% $45 No HYDRA SHIELD 12% $31 No IMPERIAL HOSE No bid IOWA AMERICAN No bid JANESVILLE No bid JUSTRITE 20% $22 No JV MFG No bid KAPPLER List $35 No KENDALL PRODUCTS No bid KOCHEK 25% $20 Yes KOEHLER MFG CO 20% $25 Yes KUSSMAUL 10% $55 No LACROSSE BOOTS No bid LIFE LINERS No bid LIONS UNIFORMS 10% $35 No LOUIS PRYER No bid LOWELL No bid MAG INSTRUMENTS 10% $35 No MANN AXE No bid MARS SIGNAL LIGHT No bid MC PRODUCTS No bid MORAN (FLASH) No bid MORNING PRIDE 10% $45 No MSA No bid NATALE (CIRCLE D) 15% $35 No NORTH AMERICAN FIRE HOSE List $30 No NOVA No bid NUPLA 15% $35 No PACIFIC REFLEX 15% $40 No PARATECH No bid PARTNER No bid PAUL CONWAY SHIELDS 10% $5 No PELICAN List plus 10% $50 Yes PETZL 20% $38 Yes PGI PROTEXALL 5% $40 No PHOENIX No bid PIERCE No bid PIGEON MOUNTAIN INDUSTRIES 10% $25 No PLANO No bid R & B FABRICATORS 10% $35 No RANGER RUBBER 15% $25 No RAWHIDE FIREHOSE No bid REDHEAD BRASS No bid REFLEXITE No bid RICE HYDRO CO 10% $65 No SCBAS 15% $55 No SCOTT AVIATION No bid SECURITEX No bid SENSIBLE MOUNTS 15% $55 No SERVUS BOOTS No bid SHELBY WOLVERINE List $50 No SNAPTITE No bid SNORKEL No bid SOUTH PARK 20% $45 No SIGNAL VEHICLE PRODUCTS No bid CLASS ONE (SPAN INSTRUMENTS) No bid SPUMIFER No bid STERLING ROPE 15% $22 Yes SUPERVAC 5% $45 No TNT TOOLS 10% $55 No TASK FORCE TIPS (TFT) 5% $45 Yes THOROGOOD/WEINBRENNER/LION BOOTS 15% $37 No SUPERIOR PNEUMATIC No bid TASKMASTER No bid TEAM EQUIPMENT List N/A No TELELITE 5% $55 No TEMPEST FANS 10% $37 No TEMPEST FANS – VS series batteries and accessories List plus 5% $37 No TOMAR No bid TOPPS List plus 10% $35 No TURTLE PLASTICS List $35 No UNDERWATER KINETICS List $35 No UNITY LIGHTS No bid VANNER No bid VERIDIAN - PPE 25% $35 Yes VERTX No bid VETTER List $70 No WATEROUS List $45 No WELDON 25% $33 No WHELEN ENGINEERING 15% $45 No WILL BURT No bid WINCO GENERATORS No bid WINDSOL No bid WILLIAMS FOAM List N/A No WORDEN No bid ZEPHYR List $35 No ZIMATIC / ZICO List $35 Yes OTHER BRANDS NOT LISTED: 5.11 20% N/A Yes Anchor Industries (Fire Shelters) 10% $25 No Avon Manufacturing 5% $45 No Black Diamond 15% $25 Yes Boston Leather 20% $22.50 Yes CET Pumps 15% $40 No Chemguard 10% N/A Yes CMC Rescue 10% $50 Yes CrewBoss 20% $25 Yes Decon Systems (Saunaray) List $70 No Diamond Wipes (Hero Wipes) 5% N/A Yes Dragonfire (J Scott Solutions) 20% $27 Yes DuPont 5% $60 No Eastern Fire Equipment Services 5% $95 No Elbeco 10% $20 Yes Energizer 10% N/A Yes Ergodyne 20% $30 Yes ESS 20% $22 Yes Euramco (Ram Fan) 15% $55 Yes EVAC Systems 5% $50 No Fire Innovations 10% N/A No Fire Research (FRC) 15% N/A No Fire Soaps 5% $N/A No Diamond Wipes (Fire Wipes) 5% N/A Yes Firecom 5% $50 No FireCraft Gas Detecion (Sensit) 5% $105 No FireCraft Gloves 10% $35 Yes First Tactical 10% N/A No FSI North America List $85 No FoxFire 10% $40 No FoxFury 10% $40 No Fresh Gear 5% N/A Yes Grace Industries List $45 No Groves / Red Rack List $70 No Hale 5% $65 No Hammerhead (Gear Keeper) 15% $12 Yes Hero’s Pride 5% N/A No HexArmor 15% N/A Yes Homeland 6 (H6 Tactical) 10% $25 No Honeywell Analytics List plus 5% $95 No Hot Shields 5% $20.50 No Hurst 5% $100 Yes Hurst ED/EWXT Service – per tool $200.00 $100 non-warranty repairs Yes Hurst HP Service – per set $780.00 $100 non-warranty repairs Yes Hurst LP Service – per set $855.00 $100 non-warranty repairs Yes Industrial Scientific – monitors 10% $105 Yes Industrial Scientific – accessories List $105 No Kroll 10% $33 No Lakeland 10% $25 No Leader Fans 10% $65 No Leatherhead Tools 20% $25 Yes Lightning X 10% $15.50 No Little Giant 5% N/A No Majestic Hoods 20% $20 Yes Majestic Hoods – GORE List $20 Yes Matex 15% $30 No Mustang Survival 10% $55 No National Foam 10% N/A Yes National River Supply (NRS) 10% $60 No OHD List $85 No Pacific Helmets 5% $63 No Performance Advantage Company (PAC) 10% $26 No Plastix Plus 5% $30 Yes PMI Rope 10% N/A No Point Blank Per NASPO $55 No Protective Industrial Products (PIP) 10% $55 No Radians 10% $40 No RAE Systems 5% $70 No Redback Boots 20% $24 Yes Rescue 42 5% $63 Yes Ringers List $50 Yes RIT Safety Solutions 10% $38 No Rock N Rescue 10% N/A No Savox List $100 No Scott Safety – compressors and parts 5% $105 No Scott Safety – gas detection 5% $90 Yes Scott Safety – SCBA and parts 15% $85 Yes Scott Safety – SCBA flow test – per SCBA $45.00 N/A Yes Scott Safety/ISG – Thermal Imagers 5% $115 Yes Scott Safety/ISG – Thermal Imager parts List $115 Yes Scott/3M Fit testing – per mask $35.00 N/A Yes Scott Safety – cylinder hydro testing $35.00 N/A Yes Scotty Firefighter 15% $60 No Seek Thermal 5% $45 Yes Shelby List $50 No Silent Partners List N/A Yes Simulaids 5% $60 No SM Smith 5% $35 No StatPacks 10% $25 No Steck 10% N/A No Streamlight 15% $55 Yes Target Solutions List N/A Yes Task Force Tips – Blitzforce series List $45 No Tru-Spec 10% N/A Yes True North (Dragon Fire) 10% $30 No whe Tyco 10% $35 Yes UltraTec 15% N/A No Veridian – gloves, hoods, accessories 10% $35 Yes Warthog 5% N/A No Workrite 10% $30 Yes Yates 5% $37 No         Quote Date 11/02/2021 Quote #QT1523667 Bill To Clearwater Fire Rescue 1140 Court St Clearwater FL 33756-5704 United States Ship To Clearwater Fire Rescue 1716D Belcher Rd. Clearwater FL 33765 United States Expires 11/17/2021 Sales Rep Bessler, Alexander G PO # Shipping Method FedEx Ground 3789 62nd Avenue North Pinellas Park, FL 33781 Item HFRP Tail Coat Custom HFRP Pro Fit Pant Alt. Item # FLCLEA00313 FLCLEA00314 Units Description FLCLEA00313 HFRP Tail Coat Outer Shell: PBI Peak 5 - Black Thermal Liner: Titanium SL2 Moisture Barrier: Stedair 4000 List price: $2,805.15 Lake County price: 10% off list ($2,524.64) Additional discount provided FLCLEA00314 Custom HFRP Pro Fit Pant Outer Shell: PBI Peak 5 - Black Thermal Liner: Titanium SL2 Moisture Barrier: Stedair 4000 List price: $2,471.16 Lake County price: 10% off list ($2,224.04) Additional discount provided QTY 1 1 Unit Sales Pri... 2,112.52 1,861.00 Amount 2,112.52 1,861.00 Subtotal Shipping Cost (FedEx Ground) Total 3,973.52 0.00 $3,973.52 PRICING PER LAKE COUNTY CONTRACT 17-0606G SHIPPING INCLUDED QT1523667 This Quotation is subject to any applicable sales tax and shipping & handling charges that may apply. Tax and shipping charges are considered estimated and will be recalculated at the time of shipment to ensure they take into account the most current local tax information. All returns must be processed within 30 days of receipt and require a return authorization number and are subject to a restocking fee. Custom orders are not returnable. Effective tax rate will be applicable at the time of invoice. Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9979 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Fire Department Agenda Number: 6.5 SUBJECT/RECOMMENDATION: Authorize a purchase order to Ten-8 Fire and Equipment, Inc of Bradenton, FL for one Osage Warrior Type I Rescue 2022 Ford F450 Extended Cab Chassis in the amount of $219,850.00, pursuant to Clearwater Code of Ordinances Section 2.563(1)(c), Piggyback, and Section 2.563(1)(d), non-competitive purchase; authorize the surplus of G3869 a 2010 Ford F650 pursuant to Clearwater Code of Ordinances Section 2.623 (7)(c), public auction, or (e), trade-in, whichever is in the best interest of the City and authorize the appropriate officials to execute same. (consent) SUMMARY: Clearwater Fire & Rescue (CFR) is requesting authorization to purchase an Osage Warrior Type I Rescue 2022 Ford F450 Extended Cab Chassis to replace G3869 at Fire Station 49 (FS49), in the amount of $167,352.00, piggybacking off of the Florida Sheriff’s Association, Contract FSA20-VEF14.01, Ambulances & Other Equipment, valid through March 31, 2023. The purchase is for a basic model with additional options added totaling $52,498.00 ($58,276.00 less $5,778.00, FSA contract rebate), which are impractical to bid due to delay in receipt of vehicle, possible void of warranty for after-market equipment, manufacturer delay in receiving parts, etc. Options added are priced below Manufacturer Suggested Retail Price (MSRP) per section 2.13 of the contract agreement and the purchase order is sent to the Sheriff’s office for final review. CFR performs emergency medical services (EMS) under a contract with the Pinellas County EMS Authority. This purchase was budgeted in the fiscal year 2021/22 capital improvement budget in project 91236, Rescue Vehicle, to be funded with Pinellas County EMS tax revenues as approved in the fiscal year 2021/22 contract. CFR purchased a 2010 Ford F650 with a Pierce body (G3869), which is now a reserve rescue. Due to the age, mileage and maintenance costs of this vehicle, CFR is requesting authorization to retire this vehicle as it has reached the end of its useful life as a front -line rescue unit and either send to auction or trade-in, whichever is in the best interest of the City. Annual operating costs are included in the department’s operating budget for operating and maintaining the vehicle. Garage charges on the new vehicle are expected to be less than the vehicle being retired. APPROPRIATION CODE AND AMOUNT: Funds are available in capital project 91236, Rescue Vehicle to fund this contract. USE OF RESERVE FUNDS: N/A Page 1 City of Clearwater Printed on 12/1/2021 Equipment Proposal This Equipment Proposal (the “Proposal”) has been prepared by Ten-8 Fire & Safety, LLC (“Company”) in response to the undersigned Customer’s request for a proposal. This Proposal is comprised of the special terms set forth below, the Proposal Option List (or for ambulance sales, the Quotation, or Order Form, as applicable), Warranty, and Company’s Purchasing Terms and Conditions. Through its signature below or other Acceptance (as defined below), Customer acknowledges having received, read and being bound by this Proposal, all attachments and Company’s Purchasing Terms and Conditions. Date: May 12, 2021 (“Proposal Date”) Customer: Clearwater Fire Rescue (“Customer”) Customer Address: 1140 Court Streeet Clearwater, FL 33756 Quantity Product Description & Options Price 1 2022 Osage Warrior on F450 4x2 ext cab. Based on FSA20-VEF14.1 Includes install of graphics locally $219,850.00 Purchase Price: $219,850.00 Delivery Timing: The Product described above in the Product Description and Options Section of this document will be built by and shipped from the manufacturer approximately 13 (months) after Company receives Customer’s acceptance of this Proposal as defined below. Other: Contingent upon receipt of chassis Unless accepted within 60 days from date of proposal, the right is reserved to withdraw this proposal. ACCEPTANCE OF THIS PROPOSAL CREATES AN ENFORCEABLE BINDING AGREEMENT BETWEEN COMPANY AND CUSTOMER. “ACCEPTANCE” MEANS THAT CUSTOMER DELIVERS TO COMPANY: (A) A PROPOSAL SIGNED BY AN AUTHORIZED REPRESENTATIVE, OR (B) A PURCHASE ORDER INCORPORATING THIS PROPOSAL, WHICH IS DULY APPROVED, TO THE EXTENT APPLICABLE, BY CUSTOMER’S GOVERNING BOARD. ACCEPTANCE OF THIS PROPOSAL IS EXPRESSLY LIMITED TO THE TERMS CONTAINED IN THIS PROPOSAL AND COMPANY’S PURCHASING TERMS AND CONDITIONS. ANY ADDITIONAL OR DIFFERENT TERMS, WHETHER CONTAINED IN CUSTOMER’S FORMS OR OTHERWISE PRESENTED BY CUSTOMER AT ANY TIME, ARE HEREBY REJECTED. INTENDING TO CREATE A BINDING AGREEMENT, Customer and Company have each caused this Proposal to be executed by their duly authorized representatives as of date of the last signature below. Customer: Clearwater Fire Rescue Ten-8 Fire & Safety, LLC By: __________________________________ By: Title: _________________________________ Title: Authorized Sales Representative Print: _________________________________ Print: Jason Adair Date: _________________________________ Date: 5/11/2021 EXHIBIT A PROPOSAL OPTION LIST (OR FOR AMBULANCE SALES, THE QUOTATION, OR ORDER FORM, AS APPLICABLE) EXHIBIT B WARRANTY EXHIBIT C PURCHASING TERMS AND CONDITIONS PURCHASING TERMS AND CONDITIONS (Florida) These Purchasing Terms and Conditions, together with the Equipment Proposal and all attachments (collectively, the “Agreement”) are entered into by and between Ten-8 Fire & Safety, LLC, a Florida company (“Company”) and Customer (as defined in Ten-8 Fire & Safety, LLC’s Equipment Proposal document) and is effective as of the date specified in Section 3 of these Purchasing Terms and Conditions. Both Company and Customer may be referred throughout this document individually as a “party” or collectively as the “parties.” 1. Definitions. a. “Acceptance” has the same meaning set forth in Company’s Equipment Proposal. b. “Company’s Equipment Proposal” means the Equipment Proposal provided by Company and prepared in response to Customer’s request for proposal for a fire apparatus, associated equipment or an ambulance. c. “Cooperative Purchasing Contract” means an Agreement between Company and a public authority, including without limitation, a department, division, agency of a municipal, county or state government (“Public Authority”), that adopts or participates in an existing agreement between Company and another non- party customer (including, but not limited to such non-party customer’s equipment proposal, its applicable exhibits, attachments and purchasing terms and conditions), often referred to as a “piggyback arrangement,” which is expressly agreed to, in writing, by Company. Company has sole discretion to determine whether it will agree to such a Cooperative Purchasing Contract. d. “Delivery” means when Company delivers physical possession of the Product to Customer. e. “Manufacturer” means the Manufacturer of any Product. f. “Prepayment Discount” means the prepayment discounts, if any, specified in Company’s Equipment Proposal. g. “Product” means the fire apparatus and any associated equipment, or ambulance manufactured or furnished for Customer by Company pursuant to the Specifications. h. “Purchasing Terms and Conditions” means these Purchasing Terms and Conditions; however, if the Company’s Equipment Proposal or the Customer’s related Purchase Order states that it is governed by a Cooperative Purchasing Agreement, “Purchasing Terms and Conditions” shall mean those terms and conditions set forth in the applicable Cooperative Purchasing Agreement. i. “Specifications” means the general specifications, technical specifications, training, and testing requirements for the Product contained in Company’s Equipment Proposal and its Exhibit A (Proposal Option List or for ambulance sales, the Quotation, or Order Form, as applicable), prepared in response to Customer’s request for such a proposal. 2. Purpose. This Agreement sets forth the terms and conditions of Company’s sale of the Product to Customer. 3. Term of Agreement. This Agreement will become effective on the date of Acceptance as defined in Company’s Equipment Proposal (“Effective Date”) and, unless earlier terminated pursuant to the terms of this Agreement, it will terminate upon Delivery and payment in full of the Purchase Price. 4. Purchase and Payment. Customer agrees to pay Company the Purchase Price for the Product(s) as set forth in Company’s Equipment Proposal (“Purchase Price”). The Purchase Price is in U.S. dollars. Where Customer opts for a Prepayment Discount that specifies that Customer will tender one or more prepayments to Company, Customer must provide each prepayment within the time frame specified in the Equipment Proposal in order to receive the Prepayment Discount for that prepayment installment. 5. Representations and Warranties. Customer hereby represents and warrants to Company that the purchase of the Product(s) has been approved by Customer in accordance with applicable general laws and, as applicable, Customer’s charter, ordinances and other governing documents, and funding for the purchase has been duly budgeted and appropriated. 6. Cancellation/Termination. a. Fire Equipment and Apparatus Sales. In the event this Agreement is cancelled or terminated by Customer before completion, Company may charge Customer a cancellation fee. The following charge schedule is based on costs incurred by Manufacturer and Company for the Product, which may be applied and charged to Customer: (a) 12% of the Purchase Price after the order for the Product(s) is accepted and entered into Manufacturer’s system by Company; (b) 22% of the Purchase Price after completion of approval drawings by Customer, and; (c) 32% of the Purchase Price upon any material requisition made by the Manufacturer for the Product. The cancellation fee will increase in excess of (c) in this Section 6, accordingly, as additional costs are incurred by Manufacturer and Company as the order progresses through engineering and into the manufacturing process. b. Ambulance Sales. This Section 6 for Cancellation/Termination does not apply to Ambulance Sales. An order for an ambulance cannot be cancelled or terminated once Company receives and processes Customer’s Acceptance of Company’s Equipment Proposal. 7. Delivery. The Product is scheduled to be delivered as specified in the Delivery Timing section of the Equipment Proposal (“Delivery Timing”), which will be F.O.B. Company’s facility. The Delivery Timing is an estimate, and Company is not bound to such date unless it otherwise agrees in writing. Company is not responsible for Delivery delays caused by or as the result of actions, omissions or conduct of the Manufacturer, its employees, affiliates, suppliers, contractors, and carriers. All right, title and interest in and to the Product, and risk of loss, shall pass to Customer upon Delivery of the Product(s) to Customer. 8. Standard Warranty. The manufacturer warranties applicable to this Agreement, if any, are attached to Company’s Equipment Proposal as Exhibit A and are incorporated herein as part of the Agreement. a. Disclaimer. EXCEPT AS OTHERWISE SET FORTH IN THIS AGREEMENT, COMPANY, INCLUDING ITS PARENT COMPANY, AFFILIATES, SUBSIDIARIES, AND THEIR RESPECTIVE OFFICERS, DIRECTORS, EMPLOYEES, SHAREHOLDERS, AGENTS OR REPRESENTATIVES DO NOT MAKE ANY REPRESENTATIONS OR WARRANTIES, EXPRESS OR IMPLIED, WITH RESPECT TO THE PRODUCTS PROVIDED UNDER THIS AGREEMENT, WHETHER ORAL OR WRITTEN, EXPRESS, IMPLIED OR STATUTORY. WITHOUT LIMITING THE FOREGOING DISCLAIMER, ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY, IMPLIED WARRANTY AGAINST INFRINGEMENT, AND IMPLIED WARRANTY OR CONDITION OF FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY EXCLUDED AND DISCLAIMED. STATEMENTS MADE BY SALES REPRESENTATIVES OR IN PROMOTIONAL MATERIALS DO NOT CONSTITUTE WARRANTIES. 9. Limitation of Liability. COMPANY WILL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL, INDIRECT, ECONOMIC, PUNITIVE, SPECIAL OR EXEMPLARY DAMAGES ARISING FROM OR IN ANY WAY CONNECTED WITH THIS AGREEMENT WITHOUT REGARD TO THE NATURE OF THE CLAIM OR THE UNDERLYING THEORY OR CAUSE OF ACTION (WHETHER IN CONTRACT, TORT, STRICT LIABILITY, EQUITY OR ANY OTHER THEORY OF LAW) ON WHICH SUCH DAMAGES ARE BASED. COMPANY’S LIMIT OF LIABILITY UNDER THIS AGREEMENT SHALL BE CAPPED AT THE TOTAL AMOUNT OF THE MONIES PAID BY CUSTOMER TO COMPANY UNDER THIS AGREEMENT. 10. Force Majeure. Company shall not be responsible nor deemed to be in default on account of delays in performance due to causes which are beyond Company’s control which make Company’s performance impracticable, including but not limited to civil wars, insurrections, strikes, riots, fires, storms, floods, other acts of nature, explosions, earthquakes, accidents, including transportation or delivery losses outside of Company’s control, any act of government, delays in transportation, inability to obtain necessary labor supplies or manufacturing facilities, allocation regulations or orders affecting materials, equipment, facilities or completed products, failure to obtain any required license or certificates, acts of God or the public enemy or terrorism, failure of transportation, epidemics, quarantine restrictions, failure of vendors (due to causes similar to those within the scope of this clause) to perform their contracts or labor troubles causing cessation, slowdown, or interruption of work. 11. Customer’s Obligations. Customer shall provide its timely and best efforts to cooperate with Company and Manufacturer during the manufacturing process to create the Product. Reasonable and timely cooperation includes, without limitation, Customer’s providing timely information in response to a request from Manufacturer or Company and Customer’s participation in traveling to Manufacturer’s facility for inspections and approval of the Product. 12. Default. The occurrence of one or more of the following shall constitute a default under this Agreement: (a) Customer’s failure to pay any amounts due under this Agreement or Customer’s failure to perform any of its obligations under this Agreement; (b) Company’s failure to perform any of its obligations under this Agreement; (c) either party becoming insolvent or becoming subject to bankruptcy or insolvency proceedings; (d) any representation made by either party to induce the other to enter into this Agreement, which is false in any material respect; (e) an action by Customer to dissolve, merge, consolidate or transfer a substantial portion of its property to another entity; or (f) a default or breach by Customer under any other contract or agreement with Company. 13. Manufacturer’s Statement of Origin. Company shall retain possession of the manufacturer’s statement of origin (“MSO”) for the Product until the entire Purchase Price has been paid. If more than one Product is covered by this Agreement, Company shall retain the MSO for each individual Product until the Purchase Price for that Product has been paid in full. 14. Arbitration. Any controversy or claim arising out of or relating to this Agreement, or the breach thereof, shall be settled by arbitration administered by the American Arbitration Association in accordance with its Commercial Arbitration Rules, and judgment on the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. The Arbitration shall take place in Bradenton, Florida. 15. Miscellaneous. The relationship of the parties established under this Agreement is that of independent contractors and neither party is a partner, employee, agent, or joint venture of or with the other. Neither party may assign its rights and obligations under this Agreement without the prior written approval of the other party. This Agreement and all transactions between Ten-8 Fire & Safety, LLC will be governed by and construed in accordance with the laws of the State of Florida. The delivery of signatures to this Agreement may be via facsimile transmission or other electronic means and shall be binding as original signatures. This Agreement shall constitute the entire agreement and supersede any prior agreement between the parties concerning the subject matter of this Agreement. This Agreement may only be modified by an amendment, in writing, signed by duly authorized representatives of both parties with authority to sign such amendments to this Agreement. In the event of a conflict between the Ten-8 Proposal and these Terms and Conditions, the Ten-8 Proposal shall control except in the case of a Cooperative Purchasing Contract as set forth in Section 1(c) and (h) of these Purchasing Terms and Conditions. If any term of this Agreement is determined to be invalid or unenforceable by a competent legal authority, such term will be either reformed or deleted, as the case may be, but only to the extent necessary to comply with the applicable law, regulation, order or rule, and the remaining provisions of the Agreement will remain in full force and effect. Subject to limitations, provisions and conditions set forth in this Warranty, Osage Industries, Inc. does hereby warrant to each Original Purchaser Only that each new vehicle conversion is free from defects and workmanship and materials used in the construction of a production model emergency vehicle for a period as follows: A. PRODUCT CONVERSION WARRANTY For THREE 3 years or 36,000 miles, whichever comes first, from the date of the original purchase. Osage Industries, Inc. will repair or replace, at no cost to purchaser, only those components manufactured by Osage Industries, Inc. for use in a production vehicle and excludes components from other manufacturers used in such conversions; i.e. sirens, inverters, lightbars, oxygen equipment, auto eject, siren drivers and chassis, etc. Individual warranties are covered by those manufacturers included in the Owner’s Manual as supplied with the vehicle and shall apply as set forth by said manufacturer. Osage will only reimburse labor up to (3) years on those components with more than a (3) year warranty. B. ELECTRICAL WARRANTY For SIX (6) years or 72,000 miles, whichever comes first, from the date of the original purchase, Osage Industries, Inc. will cover the cost of labor and material, in the repair or replacement of the electrical systems furnished and installed by Osage Industries, Inc. This warranty shall include switch panels, electrical harnesses (and the installation), printed circuit boards and general design concept used by Osage Industries, Inc. at the time of manufacture. This warranty shall not apply to any electrical equipment furnished and warranted by other manufacturers. All other components are excluded from the coverage of this limited electrical warranty. Extended Warranty if Purchased: For up to Seven 7 years or 100,000 miles on electrical stated above. C. ALUMINUM MODULE BODY AND INTERIOR ALUMINUM CABINET STRUCTURE Lifetime warranted to the original purchaser, on the original chassis. This warranty can be transferred onto a new chassis, providing the remount is performed by Osage. At that time, Osage will thoroughly inspect and repair, if needed. Door Hardware, Cabinet Finish and Latches are warranted for a period of Three (3) years or 36,000 miles, whichever comes first from date of original purchase for defects under normal use; this does not include adjustments. D. PAINT WARRANTY 5 YEARS OR 100,000 MILES Complete, NON-PRO RATED warranty covers paint finish, corrosion and blistering of the ambulance body. Warranty covers the cost of parts and labor. Unless installed by Osage, lettering and graphics replacement due to paint failure will not be covered. Warranty is dependent on agreement by both parties (purchaser and seller) that failure is due to a manufacturing defect. E. GRAPHICS WARRANTY 3 YEARS OR 36,000 MILES Osage warrants its graphics and lettering package to be free from defects in material and workmanship for three (3) years or 36,000 miles. Warranty covers cost of parts and labor. Osage will not be liable for more than the amount of the purchase price of the graphics package. F. BLACK OUT ITEMS - (PARTS SPRAYED WITH SCORPION LINER ) 1 year or 12,000 miles Osage warranties blackout items, for one 1 year or 12,000 miles, whichever comes first, against adhesion failure of the scorpion liner to the item sprayed. This excludes fading, chipping, rub marks and scratches. The above warranties are conditioned upon normal use and reasonable maintenance and do not apply to any components, which have been subject to abuse, accident, alteration, vandalism, and improper or careless use. Any modification of any description made to any components on the conversion, without written approval by Osage Industries, Inc. shall void the warranty of said system and components parts. Prompt written notice of all defects or claims against Osage shall be forwarded to Osage Industries, Inc., P.O. Box 718, Linn, Missouri (MO) 65051, or by calling at 800-822-3634. No repairs or additions shall be performed without prior approval from Osage Industries, Inc. Osage Industries, Inc. reserves the right to reject unauthorized claims and its decision in these matters shall be final. If warranty repairs are necessary, all work must be performed by Osage Industries, Inc. or repair center authorized by Osage Industries, Inc. It is the responsibility of the purchaser to transport vehicle to and from Osage Industries, Inc., Linn, Missouri (MO), or repair center authorized by Osage Industries, Inc. for warranty repairs. Osage is not responsible for any loss or damage that may occur during said transportation. Any expressed warranty not provided herein and any remedy for breach of contract which might arise by implication or operation of law, is hereby excluded and disclaimed. The implied warranties of merchantability and fitness for any particular purpose are expressly limited to the terms stated above. Some states do not allow limitations on how long an implied warranty lasts. Therefore, the above limitations may not apply to you. Osage is not responsible for any loss or damage that may occur during said transportation. Under no circumstances shall Osage Industries, Inc. be liable to purchaser or any other person for any special or consequential damages, whether arising out of breach of warranty, breach of contract, or otherwise. Some states do not allow the exclusion or limitation of incidental or consequential damages. Therefore, the above limitations or exclusions may not apply to you. This Warranty gives you specific legal rights, and you may have other rights, which vary, from state to state. 06/10/19 Document Control Number OM 19-1-34 Rev I Emergency Vehicle Limited Warranty TYPE I & III MODULARS Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9946 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Solid Waste/General Services Agenda Number: 6.6 SUBJECT/RECOMMENDATION: Ratify and confirm purchase orders to Garland/DBS, Inc., of Cleveland, OH, for roof replacement at Fire Station 49 and the gymnasium roof at the Countryside Recreation Center in a cumulative amount of $784,328.00, which includes a 5% contingency to include Fix Points for Solar Ready Installation and any other unforeseen site conditions, pursuant to Clearwater Code of Ordinances Section 2.563 (1)(c), Piggyback, and authorize the appropriate officials to execute same. (consent) SUMMARY: The roof structure at Fire Station 49 is twenty years old and the panels have become detached and pose a safety hazard. General Services received a proposal from Garland/DBS, Inc., proposal 25-FL-210802, in the amount of $425,182.00, to replace the roof at this fire station. A 5% contingency has been added for unforeseen site conditions and for the additional cost to install fix points for solar ready installation for a total of $446,441.15. The roof structure at Countryside Recreation Center Gymnasium is twenty -five years old and currently has numerous leaks throughout the facility and poses a safety /slipping hazard and potential property damage in the gymnasium. General Services received a proposal from Garland/DBS, Inc., proposal 25-FL-210895, in the amount of $321,797.00, to replace the roof at the Countryside Recreation Center. A 5% contingency has been added for unforeseen site conditions and for the additional cost to install fix points for solar ready installation for a total of $337,886.85. An inspection of the roofs was recently conducted by a subcontractor to Garland/DBS, Inc. and indicated that complete removal of the roof systems was necessary to maintain a dry envelope so that no further leaking occurs within the structures. Garland/DBS, Inc. was selected to provide Roofing Supplies and Services, Waterproofing and Related Products and Services, contract no. PW1925, under Master Intergovernmental Cooperative Purchasing Agreement (MICPA) with Racine County, WI and OMNIA Partners, Public Sector (U.S. Communities), valid through October 14, 2024. This contract is available to all members of the U.S. Communities Cooperative, of which the City of Clearwater has been a member of since 2002. Garland/DBS, Inc. took the scope of work and managed a construction bid process, resulting in three local bids for this work. The lowest responsive bids were TarHeel Roofing, Inc., for Fire Station 49 and Advanced Roofing, Inc., for Countryside Recreation Center which will serve as subcontractors to Garland/DBS, Inc. Page Mechanical Group, LLC, an awarded vendor from Invitation to Bid 34-20, Mechanical, Electrical and Plumbing Services, approved by Council on August 6, 2021, will remove and Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9946 reinstall the HVAC system at the Countryside Recreation Center during the replacement period in an amount of $43,300.00, which includes a cost to assist roofers with existing pipe racks. APPROPRIATION CODE AND AMOUNT: A first quarter budget amendment will provide a transfer of $300,000 from capital improvement project GSBM180008, Building Systems, to project GSBM180003, Roof Repairs and Replacements, to fund the remaining amount needed for these purchase orders. Page 2 City of Clearwater Printed on 12/1/2021 1. 2. 3. 4. 5. 6. 7.New aluminum gutter, coping and accessories as is applicable. Install new metal curbs for existing A/C units. Mechanically attach one (1) additional layer of 3" polyisocyanurate insulation into metal deck. Install new high performance metal underlayment directly over top wood deck. MICPA # PW1925 Florida General Contractor License #: CGC1517248 Scope of Work: Base Bid - Gymnasium Metal Roof Replacement Remove existing metal roof system back down polyisocyanurate insulation. Leave felt in tact. Replace any damaged insulation/decking with like material. Purchase orders to be made out to: Garland/DBS, Inc. Please Note: The following budget/estimate is being provided according to the pricing established under the Master Intergovernmental Cooperative Purchasing Agreement (MICPA) with Racine County, WI and OMNIA Partners, Public Sector (U.S. Communities). The line item pricing breakdown from Attachment C: Bid Form should be viewed as the maximum price an agency will be charged under the agreement. Garland/DBS, Inc. administered an informal competitive process for obtaining quotes for the project with the hopes of providing a lower market-adjusted price whenever possible. Install new one-piece clips per fastener specification using bearing plates. Install 0.040 aluminum 16" R-Mer Span Metal Roof System as specified by shop drawings along with any/all accessories. Date Submitted: 10/19/2021 Proposal #: 25-FL-210895 Garland/DBS, Inc. 3800 East 91st Street Cleveland, OH 44105 Phone: (800) 762-8225 Fax: (216) 883-2055 ROOFING MATERIAL AND SERVICES PROPOSAL City of Clearwater Countryside Recreation Center 2640 Sabal Springs Dr Clearwater, FL 33761 Page 1 of 5 1. 2. 3. Item #Unit Price Quantity Unit Extended Price 2.25 2.40$ 9,500 SF 22,800$ 14.01.04 4.72$ 9,500 SF 44,840$ 14.02.01 6.09$ 9,500 SF 57,855$ 14.02.02 1.11$ 9,500 SF 10,545$ 14.02.04 0.58$ 9,500 SF 5,510$ Due to the size of the new metal panels, they will need to be field rolled. Garland/DBS, Inc. to include the cost of the field forming (equipment, freight, operator) in the proposal and will not be the responsibility of the roofing contractor. The roofing contractor will need to provide adequate personnel to handle the finished panels as well as roof load them using a crane and spreader bar. The cost of the required spreader bar will be covered by Garland/DBS, roofing contractor will need to provide the crane and operator. Existing A/C Curbs: The four (4) existing curbs shall be left in place. Roofing contractor to tear off existing flashing and roofing down to bare curbs. Roofing contractor to confirm curbs are the proper height and in good condition. Any issues need to be brought to the attention of the owner. Reflash and install new metal per shop drawings. Existing A/C units: Building owner to handle the removal of the existing units to the ground during roof replacement project. Roofing contractor is responsible to provide temporary caps for the curbs during roof replacement. Roofing contractor is not responsible for any mechanical work which will be handled by the building owner. ADDENDUM 1 Tear-off & Dispose of Debris: SYSTEM TYPE Metal Roofing System - Metal Deck Attachment C: Bid Form - Line Item Pricing Breakdown Item Description METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": PANEL WIDTH OPTION: Add for 16" - 17" Panel Width - Aluminum METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): INSULATION OPTIONS FOR ARCHITECTURAL STANDING SEAM ROOF INSTALLATION OVER SUBSTRATE: INSULATION OPTION: Architectural Application - Mechanically Fasten Polyisocyanurate to Provide an Average R-Value of 20; with 40 mil Self-Adhering Underlayment METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": THICKNESS OPTION: Bare Aluminum Panel Price - 0.032" Aluminum, 18" - 19" Wide Panels METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": THICKNESS OPTION: Add for Bare Aluminum 0.040" Aluminum , 18" - 19" Wide Panels Page 2 of 5 14.02.11 1.05$ 9,500 SF 9,975$ 14.02.29 7.02$ 9,500 SF 66,690$ 218,215$ 22.01 24 218,215$ %52,372$ 22.03 20 218,215$ %43,643$ 22.08 18 218,215$ %39,279$ Sub Total Prior to Multipliers METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": PANEL INSTALLATION OPTION: Architectural Application - Installed Over a Deck At or Above 3:12 Slope MULTIPLIER - DIFFICULT ROOF OR BUILDING ACCESS Multiplier is applied when labor production is effected by roof or building access. Situations that can cause roof access to be more difficult include, but are not limited to: no access for lifts or cranes, access is dependent upon road closure, access point requires the closure of a building entrance, roof level is not accessible from the ground, roof area is interior to adjacent roofs or roof materials and materials and equipment must be loaded to one roof area and carried to another roof area, roof materials and equipment must be carried to the roof through an interior building access point, no or limited staging areas on the ground, etc. MULTIPLIER - ROOF HEIGHT IS GREATER THAN 20 FT, BUT LESS THAN OR EQUAL TO 50 FT STORIES Multiplier is applied when labor production is effected by the roof height. This multiplier applies to roof heights that exceed an estimated 2 stories, but are less than or equal to an estimated 5 stories. Additional roof height can require increased safety requirements, larger lift equipment, tie-offs, etc. MULTIPLIER - MULTIPLE MATERIAL STAGINGS Multiplier is applied when labor production is effected by the time it takes to stage a roof multiple times. Situations include, but are not limited to staging materials to perform work on multiple roof levels, planned shutdowns and restarts, portion of the job is over sensitive work areas requiring staging from more than one point, etc. Page 3 of 5 22.20 15 218,215$ %32,732$ 386,241$ Base Bid - Gymnasium Metal Roof Replacement: 386,241$ Proposal Price Based Upon Market Experience:321,797$ Garland/DBS Price Based Upon Local Market Competition: Advanced Roofing, Inc. Springer-Peterson Roofing and Sheet Metal, Inc. TarHeel Roofing, Inc. Unforeseen Site Conditions / Additional Costs: Additional Fix Points for Solar Ready Installation ADD Wood Blocking (Nailer) Replacement per Ln. Ft. Additional Insulation Replacement per Sq. Ft. Decking Replacement per Sq. Ft. Clarifications/Exclusions: 1. 2. 3. 4. 5. 6. If you have any questions regarding this proposal, please do not hesitate to call me at my number listed below. MULTIPLIER - ROOF SIZE IS GREATER THAN 5,000 SF, BUT LESS THAN 10,000 SF Multiplier is applied when Roof Size is greater than 5,000 SF, but less than 10,000 SF. Situation creates the fixed costs: equipment, mobilization, demobilization, disposal, & set-up labor to be allocated across a smaller roof area resulting in fixed costs being a larger portion of the overall job costs Total After Multipliers 321,797$ 347,433$ 460,217$ Total Maximum Price of Line Items under the MICPA: Please Note – The construction industry is experiencing unprecedented global pricing and availability pressures for many key building components. Specifically, the roofing industry is currently experiencing long lead times and significant price increases with roofing insulation and roofing fasteners. Therefore, this proposal can only be held for 30 days. DBS greatly values your business, and we are working diligently with our long-term suppliers to minimize price increases and project delays which could effect your project. Thank you for your understanding and cooperation. 5.70$ 11.40$ 18.24$ 2,396.00$ Any work not exclusively described in the above proposal scope of work is excluded. Permits are excluded. Bonds are included. Plumbing, Mechanical, Electrical work is excluded. Masonry work is excluded. Interior Temporary protection is excluded. Page 4 of 5 Respectfully Submitted, Matt Egan Garland/DBS, Inc. (216) 430-3662 Matt Egan Page 5 of 5 1. 2. 3. 4. 5. 6. 7. 1. Date Submitted: 10/19/2021 Proposal #: 25-FL-210802 Garland/DBS, Inc. 3800 East 91st Street Cleveland, OH 44105 Phone: (800) 762-8225 Fax: (216) 883-2055 ROOFING MATERIAL AND SERVICES PROPOSAL Fire Station #49 City of Clearwater 565 Sky Harbor Dr. Clearwater, FL 33759 Install new one-piece clips per fastener specification. Install 0.040 aluminum 16" R-Mer Span Metal Roof System as specified by shop drawings along with any/all accessories. Replace any damaged decking with like material. Install new high performance metal underlayment directly over top wood deck. MICPA # PW1925 Florida General Contractor License #: CGC1517248 Scope of Work: Remove existing metal roof system and underlayment back down to wood roof deck. Inspect wood deck/sheathing ensuring proper attachment methods to meet applicable code. Purchase orders to be made out to: Garland/DBS, Inc. Please Note: The following budget/estimate is being provided according to the pricing established under the Master Intergovernmental Cooperative Purchasing Agreement (MICPA) with Racine County, WI and OMNIA Partners, Public Sector (U.S. Communities). The line item pricing breakdown from Attachment C: Bid Form should be viewed as the maximum price an agency will be charged under the agreement. Garland/DBS, Inc. administered an informal competitive process for obtaining quotes for the project with the hopes of providing a lower market-adjusted price whenever possible. New aluminum gutter and downspouts Roofing contractor shall install new standing seam metal roof system in accordance with Miami-Dade NOA #17-0725.08. To achieve required fire rating, roofing contractor shall install any approved fire barrier (i.e. ¼” gypsum board) - mechanically attached to wood deck then new underlayment (R-Mer Seal) installed over top. Addendum 1 Page 1 of 4 Item #Unit Price Quantity Unit Extended Price 2.26 2.40$ 15,100 SF 36,240$ 14.01.03 4.42$ 15,100 SF 66,742$ 14.02.01 6.09$ 15,100 SF 91,959$ 14.02.02 1.11$ 15,100 SF 16,761$ 14.02.04 0.58$ 15,100 SF 8,758$ 14.02.11 1.05$ 15,100 SF 15,855$ 14.02.29 7.02$ 15,100 SF 106,002$ 342,317$ Tear-off & Dispose of Debris: SYSTEM TYPE Metal Roofing System - Wood / Tectum Deck Sub Total Prior to Multipliers Attachment C: Bid Form - Line Item Pricing Breakdown Item Description METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATIONArchitectural or Structural Standing Seam Roof System; Seam Height At or Above 2": PANEL INSTALLATION OPTION: Architectural Application - Installed Over a Deck At or Above 3:12 Slope METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): INSULATION OPTIONS FOR ARCHITECTURAL STANDING SEAM ROOF INSTALLATION OVER SUBSTRATE: INSULATION OPTION: Architectural Application - Minimal Insulation - WOOD OR METAL DECK: Must Have 1/2" Treated Gypsum Board with Glass-Mat (e.g. DensDeck / Securock / Equal); & 40 mil Self-Adhering Underlayment METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": THICKNESS OPTION: Bare Aluminum Panel Price - 0.032" Aluminum, 18" - 19" Wide Panels METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": COLOR OPTION: Add for Standard Colors - Fluorocarbon Paint System Over Aluminum or Galvalume Coated Steel Or Equal METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": THICKNESS OPTION: Add for Bare Aluminum 0.040" Aluminum , 18" - 19" Wide Panels METAL ROOFING SYSTEMS - LOW SLOPE & STEEP SLOPE (2): ROOF CONFIGURATION Architectural or Structural Standing Seam Roof System; Seam Height At or Above 2": PANEL WIDTH OPTION: Add for 16" - 17" Panel Width - Aluminum Page 2 of 4 22.21 8 342,317$ %27,385$ 22.03 20 342,317$ %68,463$ 22.12 15 342,317$ %51,348$ 489,513$ 489,513$ Proposal Price Based Upon Market Experience:425,182$ Garland/DBS Price Based Upon Local Market Competition: TarHeel Roofing, Inc. R.F. Lusa & Sons Sheetmetal, Inc. Advanced Roofing, Inc. Springer-Peterson Roofing & Sheet Metal, Inc. Unforeseen Site Conditions / Additional Costs: Additional Fix Points for Solar Ready Installation ADD Decking Replacement per Sq. Ft. Base Bid Total Maximum Price of Line Items under the MICPA: 7.13$ 4,763.00$ MULTIPLIER - ROOF IS CONSIDERED NON- STANDARD ARCHITECTURE Multiplier is applied when labor production is effected because the roof area is not a box- or rectangular-shaped. Situations considered to be non-standard architecture can include, but are not limited roof areas that contains sharp angles and/or curves, have multiple roof area dividers or expansion joints, long and narrow Total After Multipliers MULTIPLIER - ROOF SIZE IS GREATER THAN 10,000 SF, BUT LESS THAN 20,000 SF Multiplier is applied when Roof Size is greater than 10,000 SF, but less than 20,000 SF. Situation creates the fixed costs: equipment, mobilization, demobilization, disposal, & set-up labor to be allocated across more of an average roof area resulting in fixed costs being a slightly larger portion of the overall job costs 425,182$ 440,104$ 457,977$ 484,472$ MULTIPLIER - MULTIPLE MATERIAL STAGINGS Multiplier is applied when labor production is effected by the time it takes to stage a roof multiple times. Situations include, but are not limited to staging materials to perform work on multiple roof levels, planned shutdowns and restarts, portion of the job is over sensitive work areas requiring staging from more than one point, etc. Page 3 of 4 Clarifications/Exclusions: 1. 2. 3. 4. 5. 6. 7. 8. Respectfully Submitted, Steve Rojek Garland/DBS, Inc. (216) 430-3613 Any work not exclusively described in the above proposal scope of work is excluded. Permits are included. Bonds are included. Plumbing, Mechanical, Electrical work is excluded. Masonry work is excluded. Interior Temporary protection is excluded. Sales and use taxes are excluded. Please issue a Tax Exempt Certificate. Potential issues that could arise during the construction phase of the project will be addressed via unit pricing for additional work beyond the scope of the specifications. This could range anywhere from wet insulation, to the replacement of deteriorated wood nailers. Please Note – The construction industry is experiencing unprecedented global pricing and availability pressures for many key building components. Specifically, the roofing industry is currently experiencing long lead times and significant price increases with roofing insulation and roofing fasteners. Therefore, this proposal can only be held for 30 days. Garland/DBS greatly values your business, and we are working diligently with our long-term suppliers to minimize price increases and project delays which could effect your project. Thank you for your understanding and cooperation. Prevailing Wages are included. If you have any questions regarding this proposal, please do not hesitate to call me at my number listed below. Steve Rojek Page 4 of 4 Serving the South Florida Area since 1985 CMC056850 CFC1426163 EC13007264 www.pagemech.com Fort Myers 4611 Cummins Ct, Fort Myers 33905 239-275-4406 Tampa 12423 62nd St N Largo FL 33753 727-507-0990 West Palm Beach 801 Northpoint Parkway West Palm Beach FL 33407 561-672-1100 Countryside Rec. District RTU Removal and Replacement Proposal 9/23/2021 City of Clearwater 1900 Grand Ave. Clearwater, FL 33765 Mark – 727-562-4891 Project: Countryside Recreation Center 2640 Sabal Springs Dr. Clearwater, FL 33761 Page Mechanical Group, Inc. is pleased to submit a HVAC Proposal for the above referenced project: Scope of Work Included: 1) Shut down system to make safe for work. Perform lock-out/tag-out. 2) To disconnect wind clips, chilled water lines, insulation (at joints), electrical, condensate drains and controls on four existing chilled water AHU’s on roof at the AHU location. *water to be shut off as close to units as possible. 3) To crane the four existing chilled water AHU’s and set on blocks on the ground (until roofers are ready). 4) To perform a basic cleaning on the four existing RTU’s (wipe down inside and clean coils) 5) To crane four existing units back onto the roof at the existing locations after roofer has roofed curbs. 6) To reconnect existing wind clips, chilled water lines, insulating at joints, electrical, condensate drains and controls on four existing chilled water AHU’s on roof at the AHU location utilizing the existing materials and components. 7) Remove “Lock-out/tag out”. 8) Start system and check for proper operation. 9) Clean all Page Mechanical generated trash/debris and remove from work area. 10) 1-year labor warranty. 11) Crane included (two trips). Tree trimming is required for craning (by owner). Exclusions and Clarifications: ⚫ Page 2 September 24, 2021 1) Excluded the following: electrical, plumbing, fire protection, smoke detectors, fire alarm wiring, painting (regardless of where specified), roofing, cutting, patching, asphalt, concrete, landscaping, permits, asbestos abatement and removal, parking fees and dumpsters. 2) Proposal is based on industry standard construction sequences. 3) Any additional work not mentioned in the above scope will be billed at an additional rate and will be preapproved in writing. 4) Work to be completed during normal working hours of M-F 7:30am to 4:00pm. 5) Page Mechanical Group, Inc. will not be held responsible for delays due to Acts of God, weather and/or safety conditions beyond what is deemed reasonable by Page Mechanical Group, Inc. 6) Add 1.5% to our price if bond is required by this contractor. 7) One-year parts and labor warranty included. 8) Engineered drawings and coordination drawings excluded unless stated in the scope of work. 9) Permit excluded (by roofer). 10) Any new piping, or pipe rack work excluded. (pipe racks and pipe to remain – roofers to secure to the existing racks and pipes to the roof). 11) Water treatment excluded. 12) Test and balancing excluded. 13) Bleeding of entire system excluded. 14) Damage or functionality of the AHU’s excluded. 15) Parts excluded during cleaning of units. (if any parts need to be replaced, the owner will be notified and a proposal to replace those parts will be generated for preapproval). 16) Fire alarm work excluded (if needed). 17) Controls excluded (except to disconnect and reconnect existing wires back in their original location). 18) Tree trimming (required for craning) excluded. 19) Existing valves not shutting water to AHU’s due to age excluded. 20) Temporary cooling excluded. 21) Parts reused (existing parts) damaged or not functionable excluded. 22) Responsibility for AHU’s fitting on curbs after roofing excluded. “Page Mechanical will do everything possible to honor the pricing contained in this Proposal as quoted however, due to the COVID-19 Pandemic, Page Mechanical reserves its rights to negotiate contract terms, adjust pricing, modify schedules/delivery dates, or withdraw Proposals completely”. Total HVAC Price: $ 35,400.00 Mech Labor @ $94.50X 191hrs = $ 18,050.00 Electrical Labor @ $86.50 X 40hrs = $ 3,460.00 Parts and supplies at 23% = $ 3,315.00 Subs (crane) = $ 10,575.00 Total = $ 35,400.00 **Prices are subject to change due to Commodity fluctuation Adds: 80 hours to assist roofers with existing pipe racks (no materials) + $ 7,900.00 • Any work after 80 hours will be billed at time and materials. We trust that our proposal is complete. Should you have any questions or concerns, please do not hesitate to contact our office. This proposal is valid for 30 days. ⚫ Page 3 September 24, 2021 Proposal Acceptance ________________________________ ___________________ Sign Date _________________________________________ Print Name Respectfully, Randy Grimmer Special Projects Estimator Page Mechanical Group, LLC. 239-275-4406 office 239-302-9332 cell 239-275-6635 fax randy.grimmer@PageMech.com MASTER INTERGOVERNMENTAL COOPERATIVE PURCHASING AGREEMENT This Master Intergovernmental Cooperative Purchasing Agreement (“Agreement”) is made between certain government agencies that execute a Lead Public Agency Certificate (collectively, “Lead Public Agencies”) to be appended and made a part hereof and other government agencies (“Participating Public Agencies”) that agree to the terms and conditions hereof through the U.S. Communities registration process and made a part hereof. RECITALS WHEREAS, after a competitive solicitation and selection process by Lead Public Agencies, in compliance with their own policies, procedures, rules and regulations, a number of suppliers (each, a “Contract Supplier”) have entered into Master Agreements with Lead Public Agencies to provide a variety of goods, products and services based on national and international volumes (herein “Products and Services”); WHEREAS, Master Agreements are made available by Lead Public Agencies through U.S. Communities and provide that Participating Public Agencies may purchase Products and Services on the same terms, conditions and pricing as the Lead Public Agency, subject to any applicable local purchasing ordinances and the laws of the State of purchase; WHEREAS, the parties desire to comply with the requirements and formalities of the Intergovernmental Cooperation Act as may be applicable to the laws of the State of purchase; WHEREAS, the parties hereto desire to conserve resources and reduce procurement cost; WHEREAS, the parties hereto desire to improve the efficiency, effectiveness and economy of the procurement of necessary Products and Services; NOW, THEREFORE, in consideration of the mutual promises contained in this Agreement, and of the mutual benefits to result, the parties agree as follows: 1. That each party will facilitate the cooperative procurement of Products and Services. 2. That the procurement of Products and Services subject to this Agreement shall be conducted in accordance with and subject to the relevant statutes, ordinances, rules and regulations that govern each party’s procurement practices. 3. That the cooperative use of solicitations obtained by a party to this Agreement shall be in accordance with the terms and conditions of the solicitation, except as modification of those terms and conditions is otherwise allowed or required by applicable law. 4. That the Lead Public Agencies will make available, upon reasonable request and subject to convenience, information which may assist in improving the effectiveness, efficiency and economy of Participating Public Agencies’ procurement of Products and Services 5. That the Participating Public Agency will make timely payments to the Contract Supplier for Products and Services received in accordance with the terms and conditions of the procurement. Payment, inspections and acceptance of Products and Services ordered by the Participating Public Agency shall be the exclusive obligation of such Participating Public Agency. Disputes between the Participating Public Agency and Contract Supplier are to be resolved in accord with the law and venue rules of the State of purchase. 6. The Participating Public Agency shall not use this Agreement as a method for obtaining additional concessions or reduced prices for similar products or services. 7. The Participating Public Agency shall be responsible for the ordering of Products and Services under this Agreement. A Lead Public Agency shall not be liable in any fashion for any violation by a Participating Public Agency, and the Participating Public Agency shall hold the Lead Public Agency harmless from any liability that may arise from action or inaction of the Participating Public Agency. 8. The exercise of any rights or remedies by the Participating Public Agency shall be the exclusive obligation of such Participating Public Agency. 9. This Agreement shall remain in effect until termination by a party giving thirty (30) days prior written notice to U.S. Communities at 2999 Oak Road, Suite 710, Walnut Creek, CA 94597. 10. This Agreement shall become effective after execution of the Lead Public Agency Certificate or Participating Public Agency registration, as applicable. September 23, 2019 Mr. Frank Percaciante Mr. Matt McDermott Garland/DBS 3800 East 91st Street Cleveland, OH 44105 Dear Mr. Percaciante and Mr. McDermott: On behalf of Racine County, I would like to formally congratulate Garland/DBS on being selected to provide Roofing Supplies and Services, Waterproofing and Related Products and Services for Racine County and other municipal governments and local public agencies. Racine County is in the process of preparing a contract to be signed by the required representatives of Racine County and Garland/DBS. Shortly, a draft contract will be forwarded for your review. Upon completion, the final contract will be forwarded for your signature. Again, congratulations on the award. If you have any questions, please feel free to contact me at (262) 636-3700. Sincerely, Duane McKinney Purchasing Coordinator Duane McKinney Purchasing Coordinator 730 Wisconsin Avenue Racine, WI 53403 262-636-3700 fax: 262-636-3763 duane.mckinney@racinecounty.com 10770 West Oakland Park Boulevard, Sunrise, FL 33351 FINANCE & ADMIN. SERVICES DEPARTMENT Purchasing Division Phone: 954-572-2274 Fax: 954-578-4809 May 24, 2019 Sent Via Email michaelk@advancedroofing.com Mr. Robert P. Kornahrens Advanced Roofing, Inc. 19520 NW 22nd Street Ft Lauderdale, FL 33311 Phone # 954-522-6868 (Emergency Phone # 305-720-0733) Vendor No. 438 Tyler-Munis Contract No. 2019000166 Subject: Award– Bid Title: Roofing Maintenance and Repairs Bid No. 19-17-12-HR Mr. Kornahrens, I would like to inform you that the City of Sunrise Commission awarded the above referenced bid for Roofing Maintenance and Repairs on May 14, 2019. Please be advised that your firm was awarded the above referenced bid. Please see the attached documentation that provides a more detailed breakdown. The contract period shall be for three years, June 1, 2019 through May 31, 2022 with three (3) additional one (1) year renewals thereafter providing all terms and conditions remain the same. If I can be of further assistance, please do not hesitate to contact me at 954-572-2202. Best Regards, Holly Raphaelson, MBA, C.P.M., CPPO, CPSM Contracts Administrator cc: Ania Krumenacker, Administrative Officer II, Utilities Attachment: Schedule “A” (24 pages) Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9985 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Solid Waste/General Services Agenda Number: 6.7 SUBJECT/RECOMMENDATION: Approve a purchase order to Communications International of Vero Beach, FL in the amount of $2,564,944.35 for the purchase of 283 XL-185P, 50 XL-200P portable radios and 265 XL-185M mobile radios for the Clearwater Police Department (CPD), replacing the current M7300 and P7300 radios pursuant to Clearwater Code of Ordinances Section 2.563(1)(a), Single Source; authorize lease purchase under the City's Master Lease Purchase Agreement or internal financing via an interfund loan from the Capital Improvement Fund, whichever is deemed to be in the City's best interest; authorize the surplus of L3Harris P7300 and M7300 radios pursuant to Clearwater Code of Ordinances Section 2.623(7)(e), trade-in, and authorize the appropriate officials to execute same. (consent) SUMMARY: Communications International is the authorized L3Harris Channel Partner assigned to the City. Currently CPD is using L3Harris P7300 handheld radios and M7300 vehicle radios. These radios were purchased in 2009 and 2008, respectively. The City received these radios in support of the 2012 Republican National Convention. The current P7300 radio is aging and no longer compatible with other systems in the local area which have transitioned to newer technology. The new radios will provide improved audio quality and user interface, provide more flexibility and customization to meet the demands of today’s modern police force. In the capital improvement plan, this project was budgeted over three years in a phased replacement approach ($1.9 million funded in Fiscal Year 2022). However, phasing a project of this scope creates additional demands upon both General Services and CPD to maintain dual systems over an extended period for such concerns as training, repair, interoperability, and replacement part supply. Additionally, the vehicle radios can be deployed at one time with the vendor, instead of incurring additional costs of requiring the vendor to return yearly. This results in less downtime of equipment and more efficient use of staff time. Staff is recommending a full replacement at this time due to special package pricing being offered by the vendor. Communications International is offering pricing for the purchase of the proposed radios in the form of trade-in allowance, licensing discounts, hardware discounts, and labor discounts. The program savings are as follows: $299,000.00 in trade-in value, $32,500.00 in hardware savings for the XL-200P portables, $180,000.00 in feature discounts, and a labor savings of $50,000.00 in installation services. The total package savings is $561,500.00 above the standard 28% discount resulting in a 45% realized discount. Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9985 APPROPRIATION CODE AND AMOUNT: To provide remaining funding needed in the project, a first quarter budget amendment will increase capital improvement project L2001, P25 Radio Equipment & Infrastructure, by $665,000.00 in lease purchase financing. The operating impact of this purchase will result in an increase to the Police Department fiscal year 2022/23 operating budget of $863,340.00 in debt payments which will be requested as part of the annual budget for each of the next three years. Page 2 City of Clearwater Printed on 12/1/2021 Quote Date:8/2/2021 Valid Until 120 days Quote #:CPD8221.2 Customer ID: Quote/Project Description Presented by: Scot Macdonald Item Qty Model Unit Price Extended Sale 1 50 XL-PPM1M 1,476.00$ $ 73,800.00 2 283 XL-PFS1M 1,476.00$ $ 417,708.00 3 333 XL-FW2X 0.01$ 3.33$ 4 333 XL-PL4F 180.00$ 59,940.00$ 5 333 XL-PL8Y 0.01$ 3.33$ 6 333 XS-PKG8F 500.40$ 166,633.20$ 7 333 XL-PKGPT 1,080.00$ 359,640.00$ 8 333 XS-PL4L 0.01$ 3.33$ 9 333 XS-NC8F 28.80$ 9,590.40$ 10 300 MAEV-NAE9D 126.00$ 37,800.00$ 11 100 XL-HC3L 21.60$ 2,160.00$ 12 100 EC1-HA3A 50.26$ 5,026.00$ 13 300 AT2085A 113.05$ 33,915.00$ 14 7 EC12M-HA3B-D 646.00$ 4,522.00$ 15 666 BPPA3VLIXT 91.56$ 60,978.96$ 16 333 Labor 46.00$ 15,318.00$ 17 333 Trade In (500.00)$ (166,500.00)$ 18 265 XT-MPS1M 2,520.00$ 667,800.00$ 19 265 XT-PKG8F 500.40$ 132,606.00$ 20 265 XT-PL8Y 0.01$ 2.65$ 21 265 XT-PL4F 180.00$ 47,700.00$ 22 265 XT-PL4L 0.01$ 2.65$ 23 265 XT-PKGPT 1,080.00$ 286,200.00$ 24 265 XT-MA4A 432.00$ 114,480.00$ 25 265 XT-MC6A 75.60$ 20,034.00$ 26 265 XT-CP6A 1,080.00$ 286,200.00$ 27 265 C-EB30-HXL-1P 27.50$ 7,287.50$ 28 265 Labor 46.00$ 12,190.00$ 29 265 Labor 160.00$ 42,400.00$ 30 265 Trade In (500.00)$ (132,500.00)$ Total -$ 2,564,944.35$ Quote accepted: Submit Purchase Order to: Communications International Signature Date Vero Beach, FL 32967 www.ask4ci.com Print Name Title Havis Face Plate City of Clearwater Police Radio ReplacementXL-200P/XL-185P Portables and Mobiles Purchased Together AdvanceTec Vehicular Charger 12 Bank Endura Desktop Charger FEATURE, PHASE 2 TDMA FEATURE, SINGLE BAND, 7/800 Customer: Charles Wilson 1900 Grand AvenueClearwater, FL, 33765 BELT CLIP,METAL Description PORTABLE,XL-200P,PARTIAL,MIDNT BLK,US PORTABLE,XL-185P,PARTIAL,MIDNT BLK,US OPERATION,LOAD NIFOG PERSONALITY FEATURE,P25 PHASE 2 TDMA FEATURE, ENCRYPTION LITE FEATURE,256-AES,64-DES ENCRYPTION FEATURE PACKAGE,P25 TRUNKING FEATURE, SINGLE BAND 7/800 ANTENNA,WHIP,1/4 WAVE,762-870MHZ SPEAKER MIC,FM Assumptions ENDURA Single Station Desk Charger Ci- High Cap Battery Portable Radio Refresh Trade In Program (Must Invoice Equipment by 12/30/21) MOBILE, XL-185M, SINGLE-BAND FEATURE PACKAGE, P25 TRUNKING KIT, MOUNTING XL-MOBILE UNIVERSAL MICROPHONE, XL, STANDARD MOBILE CONTROL UNIT, XL-CH Programming Installation of Radio Mobile Radio Refresh Trade In Program (Must Invoice Equipment by 12/30/21) Invoicing of equipment must be completed by 12/30/2021 4450 US Highway 1 Programming CPD Will utilize existing antenna systems and power cables on Vehicles. If a replacement antenna is required the City will perform replacement services. FEATURE, 256-AES, 64-DES ENCRYPTION FEATURE, ENCRYPTION LITE Special Notes and Instructions . May 20, 2021 RE: Sole source for L3Harris 800 MHz sales and service This letter is to certify that Communications International (Ci) is an authorized L3Harris Corporation Public Safety and Professional Communications Channel Partner, Warranty Service Provider and is authorized to sell and service L3Harris portfolio of products. Communications International (Ci) is the authorized L3Harris Channel Partner assigned to provide regional sales and service support to the City of Clearwater. This assignment was made effective August 2000 and does not have an end date. If this status should change at some point in the future you will be notified by L3Harris Corporation in writing. Orders for L3Harris equipment, service, repairs and calibrations for L3Harris products and associated accessories should be placed through Communications International (Ci). If you have any further questions or concerns, I encourage you to call me at my office. Thank you again for choosing L3Harris and Communications International (Ci) for your communications needs. Regards, David B. Muñiz Regional Channel Manager – South East Region Indirect Channel Management COMMUNICATION SYSTEMS / L3HARRIS TECHNOLOGIES Mobile: +1 941 218 9253 www.L3Harris.com / David.Muniz@L3Harris.com 5857 Imbe Street / North Port, FL 34286 / USA Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9944 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 6.8 SUBJECT/RECOMMENDATION: Reappoint Marita Lynch to the Environmental Advisory Board with a term to expire December 31, 2025. (consent) SUMMARY: APPOINTMENT WORKSHEET BOARD: Environmental Advisory Board TERM: 4 years APPOINTED BY: City Council FINANCIAL DISCLOSURE: Not Required RESIDENCY REQUIREMENT: City of Clearwater SPECIAL QUALIFICATIONS: None MEMBERS: 5 CHAIRPERSON: Jared Leone MEETING DATES: Quarterly Meetings - 3rd Wed., 4 pm (Jan., April, July, Oct.) STAFF LIAISON: Sarah Kessler/Eng. PLACE: Main Library/Council Chambers APPTS. NEEDED: 1 THE FOLLOWING ADVISORY BOARD MEMBER HAS A TERM WHICH WILL BE EXPIRING AND NOW REQUIRES REAPPOINTMENT FOR A NEW TERM. SHE WISHES TO SERVE ANOTHER TERM. 1.Marita Lynch - (Guardian Ad Litem) - Register Nurse/IT Consultant Original Appointment: 2/6/20 (1 absence in the last year) Interest in reappointment: Yes (currently filling an unexpired term until 12/31/21) Zip codes of current members: 1 at 33755 1 at 33756 1 at 33764 1 at 33767 Page 1 City of Clearwater Printed on 12/1/2021 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-10000 Agenda Date: 12/2/2021 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 6.9 SUBJECT/RECOMMENDATION: Appoint Sheila Sullivan to the Environmental Advisory Board to fill the remainder of an unexpired term through September 30, 2022. (consent) SUMMARY: APPOINTMENT WORKSHEET BOARD: Environmental Advisory Board TERM: 4 years APPOINTED BY: City Council FINANCIAL DISCLOSURE: Not Required RESIDENCY REQUIREMENT: City of Clearwater SPECIAL QUALIFICATIONS: None MEMBERS: 5 CHAIRPERSON: Jared Leone MEETING DATES: Quarterly Meetings - 3rd Wed., 4 pm (Jan., April, July, Oct.) STAFF LIAISON: Sarah Kessler/Eng. PLACE: Main Library/Council Chambers APPTS. NEEDED: 1 THE FOLLOWING ADVISORY BOARD MEMBER HAS RESIGNED AND NOW REQUIRES REPLACEMENT BY A NEW APPOINTEE: 1.Mark Wright - 1809 West Drive, 33765 - Purchasing/IT Original Appointment: 5/19/16 (was serving 1st term until 09/30/22) Resigned: 10/29/21 THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY: 1. Erika Escamilla - 1812 Beverly Cir. N., 33764 - Interpreter 2. Deena Stanley - 1280 Lakeview Rd., Lot 339, 33756 - Tax and Payroll Accounting Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-10000 3. Sheila Sullivan - 3043 Marlo Blvd., 33759 - Graduate Student in Sustainability Program 4. Nicholas T. West (Pasierb) - 111 N. Nimbus Ave., 33765 - Political Analyst 5. Dagmar Ortiz - 1365 S. Martin Luther King Jr. Ave., 33756 - Sports Teacher Zip codes of current members: 1 at 33755 1 at 33756 1 at 33764 1 at 33767 At the November 29 work session, there was council consensus to appoint Ms. Sullivan. Staff was directed to place the item on the Consent Agenda. Page 2 City of Clearwater Printed on 12/1/2021 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: Ord. 9516-21 Agenda Date: 12/2/2021 Status: Public HearingVersion: 1 File Type: OrdinanceIn Control: Engineering Department Agenda Number: 7.1 SUBJECT/RECOMMENDATION: Approve the request from the owner of property addressed as 300 Jones Street, Clearwater to vacate a portion of North Osceola Avenue described as that certain portion of North Osceola Avenue lying west of the west boundary of Block 2, Jones’ Subdivision of Nicholson’s Addition to Clearwater Harbor as recorded in Plat Book 1, Page 13, of the Public Records of Hillsborough County, Florida, of which Pinellas County was formerly a part; and lying east of the east boundary of Block 1, of said Jones’ Subdivision of Nicholson’s Addition to Clearwater Harbor, and lying east of the east boundary of a portion of Lot B, Clovis C. Lutz Subdivision as recorded in Plat Book 35, Page 76, of the Public Records of Pinellas County, Florida and pass Ordinance 9516-21 on first reading. SUMMARY: This remnant portion of North Osceola Avenue is 40 ft. wide and runs from Jones Street approximately 105 ft. north, where it terminates. In 2007, the City passed Ordinance 7769-07 which vacated the northern extent of this right-of-way, up to Georgia Avenue. At that time the City was conveyed land just to the east where the new portion of North Osceola Avenue was constructed. All abutting properties are owned by the same entity and the proposed development will support this vacation. If vacated, this portion will be used as a private drive for new development. The City will reserve a drainage and utility easement to support existing and future utilities. City staff has reviewed this vacation request and has determined this Right-of-Way is not necessary for city needs and would be in the best interest of the City to be vacated and released. Page 1 City of Clearwater Printed on 12/1/2021 [RE15-1313-080/279725/1] 1 Ord. No. 9516-21 ORDINANCE NO. 9516-21 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING PUBLIC RIGHT-OF-WAY DESCRIBED AS THAT CERTAIN PORTION OF NORTH OSCEOLA AVENUE LYING WEST OF THE WEST BOUNDARY OF BLOCK 2, JONES’ SUBDIVISION OF NICHOLSON’S ADDITION TO CLEARWATER HARBOR AS RECORDED IN PLAT BOOK 1, PAGE 13, OF THE PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORDIA, OF WHICH PINELLAS COUNTY WAS FORMERLY A PART; AND LYING EAST OF THE EAST BOUNDARY OF BLOCK 1, OF SAID JONES’ SUBDIVISION OF NICHOLSON’S ADDITION TO CLEARWATER HARBOR, AND LYING EAST OF THE EAST BOUNDARY OF A PORTION OF LOT B, CLOVIS C. LUTZ SUBDIVISION AS RECORDED IN PLAT BOOK 35, PAGE 76, OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, the owner in fee title of certain real property adjoining that portion of right-of-way described herein and depicted in Exhibit “A” (attached hereto and incorporated herein), has requested that the city vacate said right-of-way; and WHEREAS, the City Council of the City of Clearwater, Florida finds that said right-of-way is not necessary for municipal use and it is deemed to be in the best interest of the City and the general public that the same be vacated; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following: The right-of-way described as follows: See Exhibit “A” Is hereby vacated, closed, and released, and the City of Clearwater releases all of its right, title and interest thereto, contingent upon, and subject to the following: 1. City of Clearwater hereby reserves a drainage and utility easement under, over, across and through the property described in Exhibit “A” (attached hereto and incorporated herein), for the installation and maintenance of any and all [RE15-1313-080/279725/1] 2 Ord. No. 9516-21 2. public utilities. Section 2. The City Clerk shall record this ordinance in the Public Records of Pinellas County, Florida, following adoption. Section 3. This ordinance shall take effect immediately upon adoption. PASSED ON FIRST READING ________________________________ PASSED ON SECOND AND FINAL READING AND ADOPTED ________________________________ ________________________________ Frank Hibbard Mayor Approved as to form: Attest: ________________________________ ________________________________ Laura Lipowski Mahony Rosemarie Call Assistant City Attorney City Clerk LOT 2, BLOCK 1 JONE'SSUBDIVISION OF NICHOLSON'SADDITION TO CLEARWATER HARBOR PLAT BOOK 1 PAGE 13 PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA LOT A CLOVIS C. LUTZ SUBDIVISION PLAT BOOK 35 PAGE 76 LOT B CLOVIS C. LUTZ SUBDIVISION PLAT BOOK 35 PAGE 76 POINT OF BEGINNING SE CORNER LOT 2 BOUNDARY - TOPOGRAPHIC - CONSTRUCTION STAKEOUT NO. 21008 REVISIONSSKETCH & LEGAL PROJECT NO. DRAWING# BY SURVEYOR'S CERTIFICATE DESCRIPTIONDATE KYLE McCLUNG DESCRIPTION ESMT LEGAL DESCRIPTION: A PORTION OF LAND LYING IN SECTION 9, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS: BEGIN AT THE SOUTHEAST CORNER OF LOT 2, BLOCK 1 JONE'S SUBDIVISION OF NICHOLSON'S ADDITION TO CLEARWATER HARBOR PLAT BOOK 1 PAGE 13 PUBLIC RECORDS OF HILLSBOROUGH COUNTY, FLORIDA THENCE N01°15'14"E ALONG THE WEST RIGHT-OF-WAY LINE OF NORTH OSCEOLA AVENUE, A DISTANCE OF 110.00 FEET; THENCE S89°34'57"E, A DISTANCE OF 39.90 FEET; THENCE S01°15'14"W ALONG THE EAST RIGHT-OF-WAY LINE OF NORTH OSCEOLA AVENUE, A DISTANCE OF 110.00 FEET; THENCE N89°34'57"W, A DISTANCE OF 39.90 FEET TO THE POINT OF BEGINNING. CONTAINING 4388.23 SQUARE FEET OR 0.101 ACRES, MORE OR LESS. PROPOSED PUBLIC DRAINAGE AND UTILITY EASEMENT DREW ST JONES ST N FORT HARRISON AVE N OSCEOLA AVE N OSCEOLA AVE 0 00280400300 398400 424200300 221 401AERIAL MAP Proposed Right-of-Way Vacation ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com JB TM N.T.S.277B 09-29s-15e11/09/21Map Gen By:Reviewed By:S-T-R:Grid #:Date:Scale: Proposed Right-of-Way VacationN Osceola Avenue Document Path: C:\Users\James.Benwell\City of Clearwater\Engineering Geographic Technology - GIS\Engineering\Location Maps\PropOsceolaROWVac.mxd Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: Ord. 9517-21 Agenda Date: 12/2/2021 Status: Public HearingVersion: 1 File Type: OrdinanceIn Control: Engineering Department Agenda Number: 7.2 SUBJECT/RECOMMENDATION: Approve the request from the City of Clearwater vacating public right-of-way described as that certain portion of State Street abutting Lot 11 and Lot 18 of E.A. Marshall Subdivision as recorded in Plat Book 3, Page 44 of the Public Records of Pinellas County, Florida, and pass Ordinance 9517-21 on first reading. SUMMARY: This portion of State Street is a dead-end right-of-way that bisects State Street Park. The City of Clearwater Parks and Recreation Department is requesting this right-of-way be vacated to connect the two parts of State Street Park, allowing installation of a fence, in hopes of eliminating illegal dumping taking place regularly in this right-of-way. The City will grant utility easements to the private utility companies to support existing and future utilities over this 30 ft. strip of land. City staff has reviewed this vacation request and has determined this Right-of-Way is not necessary for city needs and is in the best interest of the City to be vacated. Page 1 City of Clearwater Printed on 12/1/2021 [RE15-1313-080/279728/1] 1 Ord. No. 9517-21 ORDINANCE NO. 9517-21 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING PUBLIC RIGHT-OF-WAY DESCRIBED AS THAT CERTAIN PORTION OF STATE STREET ABUTTING LOT 11 AND LOT 18 OF E.A. MARSHALL SUBDIVISION AS RECORDED IN PLAT BOOK 3, PAGE 44 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater (“City”), as owner in fee title of certain real property adjoining that portion of right-of-way described herein and depicted in Exhibit “A” (attached hereto and incorporated herein), has requested that the City vacate said right-of- way; and WHEREAS, the City Council of the City of Clearwater, Florida finds that said right-of-way is not necessary for municipal use and it is deemed to be in the best interest of the City and the general public that the same be vacated; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following: The right-of-way described as follows: See Exhibit “A” Is hereby vacated, closed, and released, and the City of Clearwater releases all of its right, title and interest thereto, contingent upon, and subject to, the City’s fee simple interest therein, which is expressly reserved hereby, and the following conditions precedent: 1. The City of Clearwater shall grant easements to Duke Energy Florida, Inc. (doing business as “Duke Energy”), Bright House Networks, LLC, Verizon Florida, Inc., and Knology of Central Florida (doing business as WOW!), as requested by each entity, the location and terms of which are acceptable to the respective utility providers and the City. Section 2. The City Clerk shall record this ordinance in the Public Records of Pinellas County, Florida, following adoption. Section 3. This ordinance shall take effect immediately upon adoption. [RE15-1313-080/279728/1] 2 Ord. No. 9517-21 PASSED ON FIRST READING ________________________________ PASSED ON SECOND AND FINAL READING AND ADOPTED ________________________________ ________________________________ Frank Hibbard Mayor Approved as to form: Attest: ________________________________ ________________________________ Laura Lipowski Mahony Rosemarie Call Senior Assistant City Attorney City Clerk STATE ST. 38' R/W N. BETTY LN.60' R/WSUNSET POINT RD. R/W VARIES Steven s o n C r e e k Lot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot14 Lot 13 Lot 12 Lot 11 Lot 10 Lot 18 Lot 6Lot 7Lot 8Lot 9 Lot 11Lot 12 Lot 19Lot 9 Clearwater Village Phase One-A Plat Book 135, Page 6 E.A.Marshall Subdivision Plat Book 3, Page 44 E.A.Marshall Subdivision Plat Book 3, Page 44 Lange's Replat of Brown's Subdivision Plat Book 24, Page 74 Lot 18 A 30' Right-of-Way Vacation described as follows: All Right-of-Way of State Street abutting Lot 11 and Lot 18 of E.A. Marshall Subdivision, as recorded in Plat Book 3, Page 44 of the Public Records of Pinellas County, FL. This is not a survey N.T.S. Legal Description OFCITY OF CLEARWATER ENGINEERING DEPARTMENT Exhibit "A' State Street 30' Right-of-Way VacationKieffer Nyland Tom Mahony 10/20/2021 Lgl_2021-10 1 1 3 29S 15E N BETTY LN STATE ST SUNSET POINT RD FREEDOMDR1 9 4 819561952 1968 1962 13301964 1923 13311971 1966 1960 1970 13601925 13291969 13021927 13271318134013001314130412991 9 5 4 1928 1 9 5 0 1918 1972 1952 1950 1974 1914 1942 1920 1932 AERIAL MAP Proposed Right-of-Way Vacation ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com JB TM N.T.S.251B 03-29s-15e11/09/21Map Gen By:Reviewed By:S-T-R:Grid #:Date:Scale: Proposed Right-of-Way VacationState Street Document Path: C:\Users\James.Benwell\City of Clearwater\Engineering Geographic Technology - GIS\Engineering\Location Maps\PropStateStROWVac.mxd STATE STREET PARK STATE STREET PARK Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9993 Agenda Date: 12/2/2021 Status: Public HearingVersion: 1 File Type: Action ItemIn Control: Planning & Development Agenda Number: 7.3 SUBJECT/RECOMMENDATION: Approve the proposed second amendment to an existing Development Agreement between the City of Clearwater and 411ES, LLC, which provides for certain changes to the conceptual site plan and elevations and increases the overall number of hotel units and height proposed for the subject site; adopt Resolution 21-26 and authorize the appropriate officials to execute same. (HDA2019-03001B; 400/405/408/409/411 East Shore Drive). SUMMARY: No changes have been made to the proposed second amendment to an existing Development Agreement, as amended, presented at the November 18, 2021, City Council meeting. The applicant is requesting a second amendment to the Development Agreement with the following main changes: ·An increase in the overall number of hotel units from 74 to 91. ·An increase in height from 65 feet to 80 feet. ·An overall decrease in the number of slips from 55 to 50 slips; a decrease in number of publicly accessible slips from 22 to eight and an increase in the number of commercial dock slips from 35 to 42 slips. ·An increase in parking from 100 spaces to a minimum of 113 spaces. The current proposal is to demolish all structures on the 1.115-acre site and build a single, eight-floor hotel with 91 hotel rooms (81.64 units per acre) and a marina and marina facility with up to eight-slips. The applicant desires the ability and flexibility to be able to sell, rent or lease any or all of the eight noted slips to the general public, which would constitute a marina and marina facility, or, conversely, use any or all the slips as strictly accessory to the hotels which would render any such slip a commercial dock. The remaining 42 slips shown will be accessory to the hotel and considered a commercial dock. A maximum of 50 slips are proposed. The following uses are defined in the Community Development Code (CDC) Article 8, which would be applicable to this application: 1.A commercial dock is any dock, pier, or wharf, including boatlifts, that is used in connection with a hotel, motel, or restaurant where the slips are not rented, leased, or sold. The CDC provides specific criteria applicable to commercial docks in Section 3-603.C.3. 2.A marina is any structure constructed on pilings over open water or supported by flotation on the water which provides three or more boat slips for the purpose of sale or lease. Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9993 3.A marina facility is a use of land involved in the operation of a marina including structures and activities normally integral to the operation of a marina, such as servicing, fueling, pumping-out, chartering, launching, and dry-storage of boats and boating equipment. The CDC provides specific criteria applicable to marinas and marina facilities in Sections 2- 803.G and 3-603.A through J. The applicant has committed that any personal watercrafts (PWCs) stored at this facility will only be made available to guests of the hotel as an accessory use to the hotel and not to the general public. In addition, the applicant will maintain and oversee the use of all slips whether rented, sold, or leased and will specifically prohibit the establishment of any commercial uses or enterprises. The 91 proposed units include 55 units otherwise permitted by the Resort Facilities High future land use category, eight units previously allocated from the Hotel Density Reserve through Beach by Design (HDA2019-03001) and a total of 28 transferred hotel units. Eleven units have previously been approved for use with the approval of TDR2020-05001 and were also included in the total room count of the original Development Agreement (HDA2019-03001, as amended). The applicant intends to submit a Level II Flexible Development application requesting approval for the use of an additional 17 transferred hotel units. It is important to note applications FLD2020-05012 and TDR2020-05001 will need to be amended. The primary changes to the Development Agreement approved as HDA2019-03001 (as amended) are limited to the following components: ·Recitals: Updated to reflect the specifics of the requested amendment and to reflect pertinent prior events and approvals including the approvals of HDA2019-03001A, FLD2020-05012 and TDR2020-05001. ·Section 4.1: Updated to reflect the increase in total units from 74 to 91, the overall number of units to be derived from a transfer of development rights (28 hotel units) and a decrease in the number of publicly accessible slips from 22 to eight. ·Section 4.2: Updated to reflect an increase in the total number of provided parking spaces from 100 to a minimum of 113. ·Section 4.4: Updated to reflect the increase in height from 65 feet to 80 feet. ·Exhibit B: Updated with the revised conceptual site plan and elevations. No other changes are proposed to the agreement. Specifically, no changes are made to any restriction placed on the property regarding operations of the marina and marina facility component, the prohibition on full kitchens and limitations on amplified music. The agreement also continues to include specific language for the inclusion of the public boardwalk and public access walkway. Changes to Development Agreements: Pursuant to Section 4-606.I., CDC, a Development Agreement may be amended by mutual consent of the parties, provided the notice and public hearing requirements of Section 4-206 are followed. The amendment to the approved agreement is solely to extend the time frame by which time site plan approval must be obtained by one year to August 31, 2021. Summary and Recommendation The proposal appears to be generally consistent with applicable components of the Community Development Code and Beach by Design and staff is supportive of the request. Page 2 City of Clearwater Printed on 12/1/2021 Resolution No. 21-26 RESOLUTION NO. 21-26 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA AMENDING A DEVELOPMENT AGREEMENT BETWEEN THE CITY OF CLEARWATER AND 411ES, LLC; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City and the Developer are parties to that certain Hotel Density Reserve Development Agreement (the “Agreement”) dated July 22, 2019, and the Agreement is attached as Exhibit “1;” and WHEREAS, the City and the Developer amended the Agreement (the “Amended Agreement”) to extend the deadline by which time site plan approval must be obtained as otherwise required by the original Agreement on October 1, 2020, a copy of which is attached as Exhibit “2”; and WHEREAS, the City and the Developer desire to amend certain terms and provisions of the Agreement, as amended, including changes to the site plan and elevations, as more fully set forth in the attached Exhibit “3”; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The Second Amendment to the Hotel Density Development Agreement between the City of Clearwater and 411ES, LLC, a copy of which is attached as Exhibit “3” is hereby approved. Section 2. This resolution shall take effect immediately upon adoption. Section 3. The City Clerk is directed to submit a recorded copy of the Amended Development Agreement to the state land planning agency no later than fourteen (14) days after the Development Agreement is recorded. PASSED AND ADOPTED this _______ day of _____________, 2021. ____________________________ Frank Hibbard Mayor Approved as to form: Attest: __________________________ _____________________________ Matthew Mytych Rosemarie Call Assistant City Attorney City Clerk EXHIBIT 1 Development Agreement dated July 18, 2019 HOTEL DENSITY RESERVE DEVELOPMENT AGREEMENT THIS HOTEL DENSITY RESE VE DEVELOPMENT AGREEMENT Agreement") is dated the )30)n:'t day of It , 2019, and entered into between EAST SHORE INTERNATIONA EN ERPRISES, LLC & 411 E S, both being Florida limited liability companies ("Developer"), its successors and assigns, and the CITY OF CLEARWATER, FLORIDA, a municipal corporation of the State of Florida acting through its City Council, the governing body thereof ("City"). RECITALS: WHEREAS, one of the major elements of the City's revitalization effort is a special area plan for the revitalization of Clearwater Beach adopted under the provisions of the Florida Growth Management Act, Florida Statutes Chapter 163, Part II, and entitled Beach by Design; and WHEREAS, Florida Statutes Sections 163.3220 - 163.3243, the Florida Local Government Development Agreement Act ("Act"), authorize the City to enter into binding development agreements with persons having a legal or equitable interest in real property located within the corporate limits of the City; and WHEREAS, under Section 163.3223 of the Act, the City has adopted Section 4- 606 of the City of Clearwater Community Development Code ("Code"), establishing procedures and requirements to consider and enter into development agreements; and WHEREAS, Beach by Design proposed the development of hotel units to equalize development opportunities on the beach and ensure Clearwater Beach remains a quality, family resort community, and further provided for a limited reserve of additional hotel units ("Hotel Density Reserve") to be made available for such mid-sized hotel projects; and WHEREAS, the Developer owns 1.11 acres of real property ("Property") in the corporate limits of the City, more particularly described on Exhibit "A" attached hereto and incorporated herein; and WHEREAS, the Developer desires to develop the Property to provide 74 overnight accommodation units, pool, lobby, roof top sun deck and parking, generally conforming to the architectural elevation dimensions shown in composite Exhibit "B" (collectively, the improvements are the "Project"); and WHEREAS, the Property has not previously acquired density from the Destination Resort Density Pool; and WHEREAS, upon completion the planned hotel will contain 74 overnight accommodation units, which includes 8 units from the available Hotel Density Reserve Reserve Units"); and 11 Units from TDR's to be acquired. KEN BURKE, CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL INST# 2019233713 07/24/2019 02:24 PM OFF REC BK: 20626 PG: 1023-1047 DocType:AGM RECORDING: $214.00 WHEREAS, the City has conducted such public hearings as are required by and in accordance with Florida Statutes Section 163.3225, Code Sections 4-206 and 4-606, and any other applicable law; and WHEREAS, the City has determined that, as of the date of this Agreement, the proposed project is consistent with the City's Comprehensive Plan and Land Development Regulations; and WI-TEREAS, at a duly noticed and convened public meeting on 30 y l , 2019 the City Council approved this Agreement and authorized and directed its execution by the appropriate officials of the City; and WHEREAS, approval of this Agreement is in the interests of the City in furtherance of the City's goals of enhancing the viability of the resort community and in furtherance of the objectives of Beach by Design; and WHEREAS, Developer has approved this Agreement and has duly authorized certain individuals to execute this Agreement on Developer's behalf STATEMENT OF AGREEMENT In consideration of and in reliance upon the premises, the mutual covenants contained herein, and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the parties hereto intending to be legally bound and in accordance with the Act and Code, agree as follows: SECTION 1. Recitals. The above recitals are true and correct and are a part of this Agreement. SECTION 2. Incorporation of the Act. This Agreement is entered into in compliance with and under the authority of the Code and the Act, the terms of which as of the date of this Agreement are incorporated herein by this reference and made a part of this Agreement. Words used in this Agreement without definition that are defined in the Act shall have the same meaning in this Agreement as in the Act. SECTION 3. Property Subject to this Agreement. The Property described in Exhibit "A" is subject to this Agreement ("Property"). 3.1 The Property currently has a Land Use designation of Resort Facilities High (RFH) and is Zoned Tourist (T). 3.2. The Property is owned in Fee Simple or under contract to be owned in Fee Simple by the Developer. 3.3 The Property is generally located at 405, 408, 409 & 411 East Shore Drive, Clearwater, FL 33767 as further described in Exhibit "A". 2 SECTION 4. Scope of Project. 4.1 The Project shall consist of 74 overnight accommodation units including eight overnight accommodation units from the Hotel Density Reserve with an additional 11 Units acquired through the use of TDR's and have a density no greater than 150 units per acre and a 22 -slip publicly accessible marina facility. 4.2 The Project shall include a minimum of 100 parking spaces (1.2 spaces per hotel unit and one space per two publicly accessible slips), as defined in Code. 4.3 The design of the Project, as represented in Exhibit "B", is consistent with "Beach by Design". 4.4 The height of the Project shall be up to 65'-0" feet as measured from Base Flood Elevation, as defined in the Code and as otherwise permitted utilizing the Height Bonus Schedule for the Marina District of Beach by Design the consolidation of property totaling one acre or more on both sides ofEast Shore Drive and the provision of a publicly accessible Boardwalk. The maximum building heights of the various character districts cannot be increased to accommodate hotel rooms allocated from the Hotel Density Reserve. SECTION 5. Effective Date/Duration of this Agreement. 5.1 This Agreement shall not be effective until this Agreement is properly recorded in the public records of Pinellas County, Florida and thirty (30) days have elapsed after transmitting to the Florida Department of Economic Opportunity, pursuant to Florida Statutes section 163.3239 and Code section 4-606.G.2. 5.2 Within fourteen (14) days after the City approves the execution of this Agreement, the City shall record the Agreement with the Clerk of the Circuit Court for Pinellas County. The Developer shall pay the cost of such recording. The City shall submit to the Department of Economic Opportunity a copy of the recorded Agreement within fourteen (14) days after the Agreement is recorded. 5.3 This Agreement shall continue in effect for twenty (20) years unless earlier terminated as set forth herein. SECTION 6. Obligations under this Agreement. 6.1 Obligations of the Developer: 6.1.1 The obligations under this Agreement shall be binding upon and the benefits ofthis Agreement shall inure to the Developer, its successors in interests or assigns. 6.1.2 At the time of development of the Property, the Developer will submit such applications and documentation as are required by law and shall comply with the Code applicable at the time of building permit review. Property: 6.1.3 The following restrictions shall apply to development of the 6.1.3.1 To retain the grant of Reserve Units provided for herein, the 3 Property and improvements located thereon shall be developed in substantial conformance with the Conceptual Site Plan attached as Exhibit "B". Any modifications determined by the Planning and Development Director as either inconsistent with attached Exhibit "B" or constituting a substantial deviation from attached Exhibit "B" shall require an amendment to this Agreement in accordance with the procedures of the Act and the Code, as necessary and applicable. Any and all such approved and adopted amendments shall be recorded in the public records of Pinellas County, Florida. 6.1.3.2 The Developer shall obtain appropriate site plan approval pursuant to a Level One or Level Two development application within one (1) year from the effective date of this Agreement in accordance with the provisions of the Code and shall then obtain appropriate permits and certificates of occupancy in accordance with the provisions of the Code. Nothing herein shall restrict Developer from seeking an extension of site plan approval or other development orders pursuant to the Code or state law. In the event that work is not commenced pursuant to issued permits, or certificates of occupancy are not timely issued, the City may deny future development approvals and/or certificates of occupancy for the Project and may terminate this Agreement in accordance with Section 10. 6.1.3.3 The Developer shall execute, prior to commencement of construction, a mandatory evacuation/closure covenant, substantially in the form of Exhibit "C", stating that the accommodation use will close as soon as practicable after a hurricane watch that includes Clearwater Beach is posted by the National Hurricane Center. 6.1.4 Covenant of Unified Use. Prior to the issuance of the first building permit for the Project, the Developer hereby agrees to execute the covenant of unified use and development for the Project Site providing that the Project Site shall be developed and used as a single project, the form of which covenant is attached as Exhibit "D"; provided however, that nothing shall preclude the Developer from selling all or a portion of the Developer's Property in the event that Developer determines not to construct the Project. It is understood and agreed that, in the event that the Developer enters into the anticipated covenant of unified use and development, and the Developer elects not to construct the Project and notifies the City of its election in writing, and, alternatively, as of the date of expiration, termination or revocation no rights of Developer remain or will be exercised to incorporate the Hotel Density Reserve Units into the Project, the City shall execute and deliver to the Developer a termination of such covenant of unified use and development suitable for recording in the Public Records of Pinellas County, Florida. 6.1.5 Return of Units to Reserve. Any Reserve Units granted to Developer not timely constructed in conjunction with the Project shall be returned to the Hotel Density Reserve and be unavailable to Developer for use on the Project. 6.1.6 Transient Use. A reservation system shall be required as an integral part of the hotel use and there shall be a lobby/front desk area that must be operated as a typical lobby/front desk area for a hotel would be operated. Access to overnight accommodation units must be provided through a lobby and internal corridor. All units in the hotel shall be made available to the public as overnight transient hotel guests at all times 4 through the required hotel reservation system. Occupancy in the hotel is limited to a term of less than one (1) month or thirty-one (31) consecutive days, whichever is less. Units in the hotel shall not be used as a primary or permanent residence. 6.1.7 No Full Kitchens. No unit shall have a complete kitchen facility as that term is used in the definition of "dwelling unit" in the Code. 6.1.8 Inspection of Records. Developer shall make available for inspection to authorized representatives of the City its books and records pertaining to each Hotel Density Reserve unit upon reasonable notice to confirm compliance with these regulations as allowed by general law. 6.1.9 Compliance with Design Guidelines. The Developer agrees to comply with the Design Guidelines as set forth in Section VII. of Beach by Design 6.1.10 Limitation on Amplified Music. Developer agrees that there shall be no outdoor amplified music at the Project after 11:00 pm. on Sunday through Thursday, or after 12:00 midnight on Friday and Saturday. 6.1.11 Limitation on Marina Facility. 6.1.11.1 The Developer agrees that activities such as servicing, fueling, pumping -out, commercial chartering and/or and dry -storage of boats and boating equipment is strictly prohibited. 6.1.11.2 The Developer agrees that the number of conveyable Marina Slips shall be limited to no more than 22. The City acknowledges that there are 35 additional marina slips for the sole use of the hotel. The Developer may increase the number of conveyable marina slips only if the Developer increases the number or parking spaces to meet compliance with the Community Development Code. 6.1.11.3 The Developer agrees that any conveyable marina slips shall be limited to sale and/or lease to privately -owned boats rather than commercial vessels for hire. 6.1.11.4 The Developer agrees that a deed restriction outlining Sections through 6.1.11.3 shall be submitted to Staff prior to the issuance of any permits. 5 6.2 Obligations of the City. 6.2.1 The City shall promptly process site and construction plan applications for the Property that are consistent with the Comprehensive Plan and the Concept Plan and that meet the requirements of the Code. 6.2.2 The final effectiveness of the applications referenced in Section 6.2.1 is subject to: 6.2.2.1 The provisions of Chapters 163 and 166, Florida Statutes, as they may govern such amendments; and 6.2.2.2 The expiration of any appeal periods or, if an appeal is filed, at the conclusion of such appeal. 6.2.3 Upon adoption of this Agreement, the project shall receive 8 units from the Hotel Density Reserve as defined by Beach by Design, contingent upon the provisions of Section 6.1.5. 6.2.4 It is anticipated that as a condition to the approval of the Project by the City, Developer will be required to construct and maintain a boardwalk along the seawall on the Property (the `Boardwalk"), and to permit the general public to enter upon and traverse the Boardwalk at all times, and to exit the Boardwalk via an easement over the Property in favor of the City (or for the benefit of the public at large) to be located at the south end of the Boardwalk, connecting the Boardwalk to East Shore Drive. Said easement shall include terms and conditions acceptable to the City, and which are typical of such other easements for similar access that are currently in effect between the City or for the benefit of the public at large) and private land owners. Upon the adoption of this Agreement, City shall enter, in favor of Developer and its successors and assigns, a general indemnification and hold harmless agreement, to be effective upon the issuance of a C.O. for the Project, pursuant to which the City shall indemnify and hold harmless Developer, to the extent allowed by law, from and against any and all claims for injury, death, and damage brought in connection with the use ofthe Boardwalk by the general public at large; provided, however, that such indemnification and hold harmless agreement shall not relieve Developer of any liability for its negligence in maintaining the Boardwalk, or any willful or wanton acts by Developer or those under the authority or control of Developer. SECTION 7. Public Facilities to Service Development. The following public facilities are presently available to the Property from the sources indicated below. Development of the Property will be governed by the concurrency ordinance provisions applicable at the time of development approval. The requirements for concurrency as set forth in Article 4, Division 9, of the Code, have been satisfied. 7.1 Potable water is available from the City. The Developer shall be responsible for all necessary main extensions and applicable connection fees. 7.2 Sewer service is currently provided by the City. The Developer shall be 6 responsible for all necessary main extensions and applicable connection fees. 7.3 Fire protection from the City. 7.4 Drainage facilities for the Property will be provided by the Developer atthe Developer's sole expense. 7.5 The Project shall comply with the Metropolitan Planning Organization's MPO] or its successor's countywide approach to the application of concurrency management for transportation facilities, and the transportation analysis conducted for the Project shall include the following: Recognition of standard data sources as established by the MPO; Identification of level of service (LOS) standards for state and county roads as established by the MPO; Utilization of proportional fair -share requirements consistent with Florida Statutes and the MPO model ordinance; Utilization of the MPO Traffic Impact Study Methodology; and Recognition of the MPO designation of "Constrained Facilities" as set forth in the most current MPO Annual Level of Service Report. 7.6 All improvements associated with the public facilities identified in Subsections 7.1 through 7.5 shall be completed prior to the issuance of any certificate of occupancy. 7.7 Developer agrees to provide a cashier's check, a payment and performance bond, or letter of credit in the amount of 115% of the estimated costs of the public facilities and services, to be deposited with the City to secure construction of any new public facilities and services required to be constructed by this Agreement. Such construction shall be completed prior to issuance of a Certificate of Occupancy for the Project. SECTION 8. Required Local Government Approvals. The required local government development approvals for development of the Property include, without limitation, the following: 8.1 Site Plan approval(s) and associated utility licenses, access, and right-of-way utilization permits; 82 Construction plan approval(s); 83 Building permit(s); 8.4 Certificate(s) of occupancy; and SECTION 9. Finding of Consistency. The City finds that development of the Property is consistent with the terms this Agreement is consistent with the City Comprehensive Plan and the Code. SECTION 10. Termination. If the Developer's obligations set forth in this Agreement are not followed in a timely manner, as reasonably determined by the City Manager, after notice to the Developer and an opportunity to be heard, existing permits shall be administratively suspended, and issuance of new permits suspended until the Developer has fulfilled its obligations. Failure to timely fulfill its obligations may serve as a basis for termination ofthis Agreement by the City, at the discretion of the City and after notice to the Developer and an opportunity for the Developer to be heard. SECTION 11. Other Terms and Conditions. Except in the case of termination, until ten (10) years after the date of this Agreement, the City may apply laws and policies adopted subsequently to the Effective Date of this Agreement if the City has held a public hearing and determined: a) They are not in conflict with the laws and policies governing the Agreement and do not prevent development of the land uses, intensities, or densities in the Agreement; b) They are essential to the public health, safety, or welfare, and expressly state that they shall apply to a development that is subject to a development agreement; c) They are specifically anticipated and provided for in this Agreement; d) The City demonstrates that substantial changes have occurred in pertinent conditions existing at the time of approval of this Agreement; or e) This Agreement is based on substantially accurate information provided by the Developer SECTION 12. Compliance with Law. The failure of this Agreement to address any particular permit, condition, term or restriction shall not relieve the Developer from the necessity of complying with the law governing such permitting requirements, conditions, terms or restrictions. SECTION 13. Notices. Notices and communications required or desired to be given under this Agreement shall be given to the parties by hand delivery, by nationally recognized overnight courier service such as Federal Express, or by certified mail, return receipt requested, addressed as follows (copies as provided below shall be required for proper notice to be given): If to the Developer: With Copy to: If to City: East Shore International Enterprises, LLC 2753 SR 580 Ste 110 Clearwater, FL 33761-3351 Thomas C. Nash, III 625 Court St. Clearwater, FL 33756 City of Clearwater 600 Cleveland St. Ste 600 Clearwater, FL 33755 Attn: City Manager 8 Properly addressed, postage prepaid, notices or communications shall be deemed delivered and received on the day of hand delivery, the next business day after deposit with an overnight courier service for next day delivery, or on the third (3rd) day following deposit in the United States mail, certified mail, return receipt requested. The parties may change the addresses set forth above (including the addition of a mortgagee to receive copies of all notices), by notice in accordance with this Section. SECTION 14. Assignments. 14.1 By the Developer: 14.1.1 Prior to the Commencement Date, the Developer may sell, convey, assign or otherwise dispose of any or all of its right, title, interest and obligations in and to the Project, or any part thereof, only with the prior written notice to the City, provided that such party (hereinafter referred to as the "assignee"), to the extent of the sale, conveyance, assignment or other disposition by the Developer to the assignee, shall be bound by the terms of this Agreement the same as the Developer for such part of the Project as is subject to such sale, conveyance, assignment or other disposition. 14.1.2 If the assignee of the Developer's right, title, interest and obligations in and to the Project, or any part thereof assumes all of the Developer's obligations hereunder for the Project, or that part subject to such sale, conveyance, assignment or other disposition, then the Developer shall be released from all such obligations hereunder which have been so assumed by the assignee, and the City agrees to execute an instrument evidencing such release, which shall be in recordable form. 14.1.3 An assignment of the Project, or any part thereof, by the Developer to any corporation, limited partnership, limited liability company, general partnership, or joint venture, in which the Developer (or an entity under common control with Developer) has either the controlling interest or through ajoint venture or other arrangement shares equal management rights and maintains such controlling interest or equal management rights shall not be deemed an assignment or transfer subject to any restriction on or approvals of assignments or transfers imposed by this Agreement, provided, however, that notice of such assignment shall be given by the Developer to the City not less than thirty (30) days prior to such assignment being effective and the assignee shall be bound by the terms of this Agreement to the same extent as would the Developer in the absence of such assignment. 14.1.4 No assignee, purchaser, sublessee or acquirer of all or any part ofthe Developer's rights and obligations with respect to any one Parcel shall in any way be obligated or responsible for any of the Developer's obligations with respect to any other Parcel by virtue of this Agreement unless and until such assignee, purchaser, sublessee or acquire has expressly assumed the Developer's such other obligations. 14.2 Successors and Assigns. The terms herein contained shall bind and inure to the benefit of the City, and its successors and assigns, and the Developer and, as applicable 11 to the parties comprising Developer, their personal representatives, trustees, heirs, successors and assigns, except as may otherwise be specifically provided herein. SECTION 15. Minor Non -Compliance. The Developer will not be deemed to have failed to comply with the terms of this Agreement in the event such noncompliance, in the judgment of the City Manager, reasonably exercised, is of a minor or inconsequential nature. SECTION 16. Covenant of Cooperation. The parties shall cooperate with and deal with each other in good faith and assist each other in the performance ofthe provisions ofthis Agreement and in achieving the completion of development of the Property. SECTION 17. Approvals. Whenever an approval or consent is required under or contemplated by this Agreement such approval or consent shall not be unreasonably withheld, delayed or conditioned. All such approvals and consents shall be requested and granted in writing. SECTION 18. Completion of Agreement. Upon the completion of performance of this Agreement or its revocation or termination, a statement evidencing such completion, revocation or termination shall be signed by the parties hereto and recorded in the official records of the City. SECTION 19. Entire Agreement. This Agreement (including any and all Exhibits attached hereto all of which are a part of this Agreement to the same extent as if such Exhibits were set forth in full in the body of this Agreement), constitutes the entire agreement between the parties hereto pertaining to the subject matter hereof. SECTION 20. Construction. The titles, captions and section numbers in this Agreement are inserted for convenient reference only and do not define or limit the scope or intent and should not be used in the interpretation of any section, subsection or provision of this Agreement. Whenever the context requires or permits, the singular shall include the plural, and plural shall include the singular and any reference in this Agreement to the Developer includes the Developer's successors or assigns. This Agreement was the production of negotiations between representatives for the City and the Developer and the language of the Agreement should be given its plain and ordinary meaning and should not be strictly construed against any party hereto based upon draftsmanship. If any term or provision of this Agreement is susceptible to more than one interpretation, one or more of which render it valid and enforceable, and one or more of which would render it invalid or unenforceable, such term or provision shall be construed in a manner that would render it valid and enforceable. SECTION 21. Partial Invalidity. If any term or provision of this Agreement or the application thereof to any person or circumstance is declared invalid or unenforceable, the remainder of this Agreement, including any valid portion of the invalid term or provision and the application of such invalid term or provision to circumstances other than those as to which it is held invalid or unenforceable, shall not be affected thereby and shall with the remainder of this Agreement continue unmodified and in full force and effect. Notwithstanding the foregoing, if such responsibilities of any party hereto, to the extent that the purpose of this Agreement or the benefits sought to be 12 received hereunder are frustrated, such party shall have the right to terminate this Agreement upon fifteen (15) days written notice to the other parties. SECTION 22. Code Amendments. Subsequently adopted ordinances and codes of the City which are of general application not governing the development of land shall be applicable to the Property, and such modifications are specifically anticipated in this Agreement. SECTION 23. Governing Law. This Agreement shall be governed by, and construed in accordance with the laws of the State of Florida. SECTION 24. Counterparts. This Agreement may be executed in counterparts, all of which together shall continue one and the same instrument. SECTION 25. Amendment. This Agreement may be amended by mutual written consent ofthe City and the Developer so long as the amendment meets the requirements of the Act, applicable City ordinances, and Florida law. 1N WITNESS WHEREOF, the parties have hereto executed this Agreement the date and year first above written. In the Presence of: EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S Bodziak, Archit oper Frank Dagostino Print Name CITY Q LEARWQTEIDA By:. William B. Horne II City Manager Rosemarie Call, City Clerk Countersigned: qe(Y\ gr1 crc 1 George N. Cretekos, Mayor Approved as to Form: Michael Fuino, Assistant City Attorney 13 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this /V day of 201/ by GEORGE N. CRETEKOS, as Mayor ofthe City of Clearwater, Florida, who is [ v1 personally known to me or has [ ] produced as identification. STATE OF FLORIDA COUNTY OF PINELLAS Notary Public PrintName: ciA My Commission Expires: /0/2,0 j The foregoing instrument was acknowledged before me this Rill day of 2011 by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ A personally known to me or who has [ ] produced as identification. Notary Public Print Name: SC-d7TBL iyouti S My Commission Expires i O / O i' Y Scott Burrows OMISSION # GG26 EXPIRES: October 1, 2022 Bonded nnu Aaron Notary 14 EXHIBIT A Address of subject Property: 411-408 East Shore Drive Parcel Number(s): a. 08-29-15-02592-003-0070 b. 08-29-15-02592-002-0090 c. 08-29-15-02592-003-0100 d. 08-29-15-02592-003-0120 Legal description: a. Barbour-Morrrow Sub Blk C, Lots 7, 8 & 9 & S 1/2 of Lot 6 & Subm Land/TIF Deed #17,411 per Plat. b. Barbour-Morrrow Sub Blk B, Lots 9 and 10. c. Barbour-Morrrow Sub Blk C, Lot 10 & N 15 Ft of Lot 11 & Subm Land/TIF Deed #17,411 per Plat. d. Barbour-Morrrow Sub Blk C, S 35 Ft of Lot 11 & N 1/2 of Lot 12 & Subm Land/TIF Deed #17,411 per Plat. Size of Property: 48,351.6 Sq. Ft. or 1.11 acres 15 EXHIBIT "B" See attached Conceptual Site Plan and Architectural Drawings 16 EXHIBIT "C" COVENANT REGARDING HURRICANE EVACUATION And DEVELOPMENT, USE AND OPERATION DECLARATION OF COVENANTS AND RESTRICTIONS THIS DECLARATION OF COVENANTS AND RESTRICTIONS ("Declaration") is made as of the day of , 20, by EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S ("Developer"). Developer is the owner of fee simple title to the real property described in Schedule 1 attached hereto and made a part hereof (hereinafter, the ("Real Property"). The City of Clearwater, Florida (the "City"), has amended its Comprehensive Plan to designate Clearwater Beach as a Community Redevelopment District pursuant to the Pinellas County Planning Council Rules in order to implement the provisions of Beach by Design, a plan for the revitalization of Clearwater Beach. The designation of Clearwater Beach as a Community Redevelopment District (the Designation") provides for the allocation of Hotel Density Reserve Units as an incentive for the development of mid-size quality hotels. Pursuant to the Designation, the allocation of Hotel Density Reserve Units is subject to compliance with a series of performance standards, including a requirement that resorts containing a hotel developed with Hotel Density Reserve Units shall be closed and all Guests evacuated from such hotels as soon as practicable after the National Hurricane Center posts a hurricane watch that includes Clearwater Beach. The purpose of such evacuation is to ensure that such a hotel is evacuated in advance of the period of time when a hurricane evacuation would be expected in advance of the approach of hurricane force winds. The City has granted, by City Council Resolution , passed and approved on 20, Developer's application for Hotel Density Reserve Units pursuant to the Designation, subject to Developer's compliance with the requirements of the Designation. Developer desires for itself, and its successors and assigns, as owner, to establish certain rights, duties, obligations and responsibilities with respect to the use and operation of the Real Property in accordance with the terms and conditions of the allocation of the Hotel Density Reserve Units to the City and the Designation, which rights, duties, obligations and responsibilities shall be binding on any and all successors and assigns and will run with the title to the Real Property. THEREFORE, in consideration of the covenants and restrictions herein set forth and to be observed and performed, and in further consideration of the allocation of Hotel Density Reserve Units to Developer, and other good and valuable consideration, the sufficiency of which is hereby acknowledged, Developer hereby declares, covenants and agrees as follows: 1. Benefit and Enforcement. These covenants and restrictions are made for the benefit of Developer and its successors and assigns and shall be enforceable by them and also for the 17 benefit of the residents of the City and shall be enforceable on behalf of said residents by the City Council of the City. 2. Covenant of Development, Use and Operation. Developer hereby covenants and agrees to the development, use and operation of the Real Property in accordance with the provisions of this Declaration. 2.1 Use. The use of the resort on the Real Property is restricted as follows: 21.1 74 units, which is the number of hotel units allocated to Developer from the Hotel Density Reserve, shall be used solely for transient occupancy of one month or thirty (30) consecutive days or less, must be licensed as a public lodging establishment and classified as a hotel, and must be operated by a single licensed operator of the hotel. All other units shall be licensed as a public lodging establishment. No unit shall be used as a primary or permanent residence. Access to overnight accommodation units must be provided through a lobby and internal corridor. A reservation system shall be required as an integral part of the hotel use and there shall be a lobby/front desk area that must be operated as a typical lobby/front desk area for a hotel would be operated. All hotel units shall be required to be submitted to a rental program requiring all hotel units to be available for members of the public as overnight hotel guests on a transient basis at all times. No unit shall have a complete kitchen facility as that term is used in the definition of "dwelling unit" in the Code. Developer shall make available for inspection to authorized representatives of the City its books and records pertaining to each Hotel Density Reserve unit upon reasonable notice to confirm compliance with these regulations as allowed by general law. The Developer agrees to comply with the Design Guidelines as set forth in Section VII. of Beach by Design. 212 As used herein, the terms "transient occupancy," "public lodging establishment," "hotel", and "operator" shall have the meaning given to such terms in Florida Statutes Chapter 509, Part I. 2.2 Closure of Improvements and Evacuation. The Hotel developed on the Real Property shall be closed as soon as practicable upon the issuance of a hurricane watch by the National Hurricane Center, which hurricane watch includes Clearwater Beach, and all Hotel guests, visitors and employees other than emergency and security personnel required to protect the hotel, shall be evacuated from the Hotel as soon as practicable following the issuance of said hurricane watch. In the event that the National Hurricane Center shall modify the terminology employed to warn of the approach of hurricane force winds, the closure and evacuation provisions of this Declaration shall be governed by the level of warning employed by the National Hurricane Center which precedes the issuance of a forecast of probable landfall in order to ensure that the guests, visitors and employees will be evacuated in advance of the issuance of a forecast of probable landfall. 3 Effective Date. This Declaration shall become effective upon issuance of all building permits required to build the project ("Project") and Developer's commencement of 18 construction of the Project, as evidence by a Notice of Commencement for the Project. This Declaration shall expire and terminate automatically if and when the allocation of Reserve Units to the Developer expires or is terminated. 4 Governing Law. This Declaration shall be construed in accordance with and governed by the laws of the State of Florida. 5 Recording. This Declaration shall be recorded in the chain of title of the Real Property with the Clerk of the Courts of Pinellas County, Florida. 6 Attorneys' Fees. Developer shall reimburse the City for any expenses, including reasonable attorneys' fees, which are incurred by the City in the event that the City determines that it is necessary and appropriate to seek judicial enforcement of this Declaration and the City obtains relief, whether by agreement ofthe parties or through order of a court of competentjurisdiction. 7 Severability. If any provision, or part thereof, ofthis Declaration or the application of this Declaration to any person or circumstance will be or is declared to any extent to be invalid or unenforceable, the remainder of this Declaration, or the application of such provision or portion thereof to any person or circumstance, shall not be affected thereby, and each and every other provision of this Declaration shall be valid and enforceable to the fullest extent permitted by law. IN WITNESS WHEREOF, Developer has caused this Declaration to be executed this day of , 20 . In the Presence of: a 7 Print Name: FRANK DACMOt 1N0 EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S Bodziak, Architect, 19 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this / ?day of rvty /'7 , 20 /9, by John A. Bodziak, Architect, as Agent for EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S, both being Florida limited liability companies, on behalf of the companies, who is [ _f personally known to me, or who [_] has produced as identification. Lw Print Name: 95 UZ 4-u11116 ` F/ L My Commission Expires: 20 SUZANNE N. PIERCE MY COMMISSION # GG9I861 EXPIRES: May 20, 2021 CITY OF CLEA WA ER, FLORIDA By:. William B. Horne II, City Manager Attest: 411,41Q; (?q -Li Rosemarie Call, City Cle Countersigned: cteofit1CeCthS George N. Cretekos, Mayor Approved as to Form: ri 17)_ - Michael P. Fuino, Assistant City Attorney STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this »9 day of f , 20/ , by GEORGE N. CRETEKOS, as Mayor of the City of Clearwater, Florid who is [ —] personally known to me or has [ ] produced as ide ication. uRC-,ter Public G /K-f7 srintntName: / y Commission Expires: ,/ 21 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this (V day of iLi , 20 lei , by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ %1 personally known to me or who has [ ] produced as identification. Notary Public Print Name: 5 ciC i My Commission Expires: 101 I t . 020 Scott BurrowCOMMISSION1GG261 EXPIRES: October 1, 2022 Bonded nru Aaron btu EXHIBIT "D" COVENANT OF UNIFIED USE PLEASE RETURN RECORDED DOCUMENT TO: COVENANT OF UNIFIED USE THIS COVENANT OF UNIFIED USE (the "Covenant") is executed this day of 20, by EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S, both being Florida limited liability companies ("Developer"). WITNESSETH: WHEREAS, Developer is the owner of the real property legally described on Schedule "A" attached hereto and incorporated herein by reference (the "Real Property"); and WHEREAS, Developer and the City of Clearwater, Florida (the "City") are parties to that certain Hotel Density Reserve Development Agreement dated , 20 the "Agreement"), pursuant to which the City has agreed that Developer may develop and construct upon the Real Property a hotel project as described in the Agreement (the "Project"); and WHEREAS, Developer intends to develop and operate the Real Property for a unified use, as more particularly described in this Covenant. NOW, THEREFORE, in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Developer does hereby agree that, effective as of the date on which Developer receives all permits required to construct the Project and Developer commences construction thereof, as evidenced by a Notice of Commencement for the Project, the Real Property shall be developed and operated as a hotel project, as described in the Agreement. The restrictions set forth in the preceding sentence shall expire automatically when and if Developer's allocation of additional hotel units (as defined in the Agreement) expires or is terminated. Nothing in this Agreement shall require Developer to develop the Project or restrict Developer's ability to sell, assign, transfer or otherwise convey its rights and to the Real Property or any portion or portions thereof to unrelated third -parties. 21 Developer agrees that the City shall have the right to enforce the terms and conditions of this Agreement. Notwithstanding the foregoing, all Hotel Units may be operated by a single hotel operator. IN WITNESS WHEREOF, Developer has caused this Covenant to be executed this day of , 20. In the Presence of: FRANK DM osTmo EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S, both being Florida limited liability companies ame:g1MIA1L4rNSc r7 B Bodziak, Archite , as gent Print Name: As to "Developer" STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this `' day of .,rey , 20 /9 , by John A. Bodziak, Architect, as Agent for EAST SHORE INTERNATIONAL ENTERPRISES, LLC & 411 E S, both being Florida limited liability companies, who is [ j personally known to me, or who LI has produced as identification. Print Name: My Commission Expire 22 IERCE MY COMMISSION # GG91861 May 20, 2021 CITY OF CLEARWATER, FLORIDA By:. William B. Horne II, City Manager Attest: K 7 e Rosemarie Call, City Cler Countersigned: r eoritvetkeks George N. Cretekos, Mayor Approved as to Form: Michael P. Fuino, Assistant City Attorney COUNTY OF PINELLAS fhe foregoing instrument was acknowledged before me this % day of 200 , by GEORGE N. CRETEKOS, as Mayor of the City of Clearwater, Floridi£, who is [ ' ] personally known to me or has [ ] produced as iden ' cation. Public ame: ommission Expires: 23 STATE OF FLORIDA COUNTY OF PINELLAS The foregoing instrument was acknowledged before me this 1 day of TVA , 20 t f , by WILLIAM B. HORNE, II, as City Manager of the City of Clearwater, Florida, who is [ ] personally known to me or who has [ ] produced as identification. Notary Public Print Name::' My Commission Expires: l / 0 t 24 Scott Burrows COMMISSION 6 GG261179 EXPIRES: October 1, 2022 Bonded Thru Aaron Notify Schedule "A" a. Barbour-Morrrow Sub Blk C, Lots 7, 8 & 9 & S 1/2 of Lot 6 & Subm Land/TIF Deed #17,411 per Plat. b. Barbour-Morrrow Sub Blk B, Lots 9 and 10. c. Barbour-Morrrow Sub Blk C, Lot 10 & N 15 Ft of Lot 11 & Subm Land/TIF Deed #17,411 per Plat. d. Barbour-Morrrow Sub Blk C, S 35 Ft of Lot 11 & N 1/2 of Lot 12 & Subm Land/TIF Deed #17,411 per Plat. 25 EXHIBIT 2 First Amendment to Development Agreement dated October 1, 2020 KEN BURKE, CLERK OF COURT AND COMPTROLLER PINELLAS COUNTY, FL INST# 2020300281 10/08/2020 08:58 AM OFF REC BK: 21200 PG: 523-525 DocType:AGM RECORDING: $27.00 FIRST AMENDMENT TO THE HOTEL DENSITY RESERVE DEVELOPMENT AGREEMENT THIS FIRST AMENDMENT TO THE HOTEL DENSITY RESERVE DEVELOPMENT AGREEMENT ("AMENDMENT") is dated the /Sr day of OcEober , 2020, and entered into by and between EAST SHORE INTERNATIONAL ENTERPRISES, LLC and 411ES, LLC, a Florida limited liability company ("Developer"), its successors and assigns, and the CITY OF CLEARWATER, FLORIDA, a municipality ofthe State of Florida acting through its City Council, the governing body thereof ("City"). WITNESSETH: WHEREAS, Developer and the City entered into that certain Hotel Density Reserve Development Agreement dated July / g , 2019 (the "Development Agreement") a full copy of which is attached hereto as Exhibit 1 relating to that certain real property located at 400, 405, 408, 409, and 411 East Shore Drive, Clearwater, FL 33767 (the "Property"); and WHEREAS, on or about May 1, 2020, Developer filed a Flexible Development Application (FLD 2020-05012) and a Transfer of Development Rights Application (successor application number: TDR 2020-07002) to develop the Project; and WHEREAS, the Development Agreement requires the Developer to obtain site plan approval within one year of the effective date of the Agreement. The Developer has filed the appropriate Applications to obtain site plan approval, but the Applications were incomplete and are still pending final approval through the development review process. The Developer has experienced delays in completing the Applications partially due to the Covid-19 pandemic. As such, the parties desire to amend the Development Agreement as set forth herein; NOW THEREFORE, in exchange for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Developer and the City agree as follows: RECITALS: 1. The recitals listed above are true and correct and incorporated herein by reference. AMENDMENT TO DEVELOPMENT AGREEMENT: 2. Section 6.1.3.2 is amended to read as follows: The Developer shall obtain appropriate site plan approval pursuant to a Level One or Level Two development application within two (2) years from the effective date of this Agreement in accordance with the provisions of the Code and shall then obtain appropriate permits and certificates of occupancy in accordance with the provisions of the Code. Nothing herein shall restrict Developer from seeking an extension of site plan approval or other development orders pursuant to the Code or state law. In the event that work is not commenced pursuant to issued permits, or certificates of occupancy are not timely issued, the City may deny future development approvals and/or certificates of occupancy for the Project and may terminate this Agreement in accordance with Section 10. 3. No Further Changes. Except as set forth herein there are no further changes, amendments or modifications to the Development Agreement. a+,.. 134.44,4. Developer: EAST SHORE INTERNATIONAL ENTERPRISES, LLC and 411ES, LLC By: Print Name: t_c.c. ; Frank Dagostino, Managing Member Print Name: lC : s } 01 As to "Developer" Print Name: Print Name: As to "City" City: CITY OF CLEARWATER, FLORIDA By: (A) , William B. Horne II, City Manager Attest: Rosemarie Call, City Clerk Coun signe Frank V. Hibbard, Mayor Approved as to Form: Mike Fuino Assistant City Attorney SECOND AMENDMENT TO THE HOTEL DENSITY RESERVE DEVELOPMENT AGREEMENT THIS SECOND AMENDMENT TO THE HOTEL DENSITY RESERVE DEVELOPMENT AGREEMENT (“AMENDMENT”) is dated the _____ day of _______________, 2021, and entered into by and between 411ES, LLC, a Florida limited liability company (“Developer”), its successors and assigns, and the CITY OF CLEARWATER, FLORIDA, a municipality of the State of Florida acting through its City Council, the governing body thereof (“City”). WITNESSETH: WHEREAS, Developer and the City entered into that certain Hotel Density Reserve Development Agreement dated July 18, 2019 (the “Development Agreement”) a full copy of which is attached hereto as Exhibit 1 which allocated eight (8) units from the Hotel Density Reserve to that certain real property located at 400, 405, 408, 409, and 411 East Shore Drive, Clearwater, FL 33767 (the “Property”); and WHEREAS, on or about May 1, 2020, Developer filed a Flexible Development Application (FLD 2020-05012) and a Transfer of Development Rights Application (successor application number: TDR 2020-07002) to develop the Project. The applications were consistent with the conceptual site plan and elevations approved as part of HDA2019-03001; and WHEREAS, on October 1, 2020, the City Council approved the First Amendment to Hotel Density Reserve Development Agreement extending the deadline for the Developer to obtain site plan approval from one (1) year from the effective date of the Development Agreement to two (2) years from the effective date of the Agreement a full copy of which is attached hereto as Exhibit 2; and WHEREAS, on November 17, 2020, the Community Development Board approved the Developer’s site plan as part of application FLD2020-05012 and a Transfer of Development Rights (“TDR”) as part of application TDR2020-07002 which included the use of 11 transferred hotel units; and WHEREAS, the current proposal includes the use of an additional 17 units yielding a total of 28 transferred hotel unit; and WHEREAS, as a condition of approval of applications FLD2020- 05012/TDR2020-07002 (condition 6), the Developer is required to file amended TDR and FLD applications in order to use any more than seven (7) transferred hotel development units; and WHEREAS, the Developer intends to submit TDR and FLD applications to construct the remaining seven (7) transferred hotel units and to transfer in 10 additional hotel units increasing the total number of overnight accommodation units from 74 units to 91 units; and WHEREAS, eight (8) units from the Hotel Density Reserve were previously allocated to the Project (HDA2019-03001 as amended), the Developer is not seeking to add any additional units from the Hotel Density Reserve through this amendment, and the Developer intends to fully construct all eight (8) allocated units; and WHEREAS, the Developer and the City agree to increase the total number of overnight accommodation units in the Project from 74 units to 91 units, to increase the required parking spaces from 89 spaces to a minimum of 113 spaces or 1.2 spaces per hotel unit and one space per two publicly accessible boat slips, whichever is greater, to increase the height from 65 feet as measured from the point at which minimum floor elevations have been established by law to up to 80 feet as measured from the point at which minimum floor elevations have been established by law, and to amend certain other provisions of the Development Agreement as set forth herein; and WHEREAS, upon completion the planned hotel will contain 91 overnight accommodation units, which includes eight (8) units previously allocated from the Hotel Density Reserve (“Reserve Units”); and 28 transferred hotel units of which 11 have been approved for use (FLD2020-05012/TDR2020-05001) and 17 will need to be approved for use by amending applications FLD2020-05012 and TDR2020-05001. NOW THEREFORE, in exchange for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Developer and the City agree as follows: RECITALS: 1. The recitals listed above are true and correct and incorporated herein by reference. AMENDMENT TO DEVELOPMENT AGREEMENT: 2. The sixth (6th) recital of the Development Agreement is hereby deleted and the following is substituted in lieu thereof: “WHEREAS, the Developer desires to develop the Property to provide 91 overnight accommodation units, pool, lobby, and parking, generally conforming to the architectural elevation dimensions shown in composite Exhibit “B” (collectively, the improvements are the “Project”); and” 3. The eighth (8th) recital of the Development Agreement is hereby deleted, and the following is substituted in lieu thereof: “WHEREAS, upon completion the planned hotel will contain 91 overnight accommodation units, which includes eight (8) units from the available Hotel Density Reserve (“Reserve Units”); and 28 Units from TDR’s to be acquired.” 4. Amendment of SECTION 4. Scope of Project. Sections 4.1, 4.2, and 4.4 are hereby deleted, and the following is substituted in lieu thereof: “4.1 The Project shall consist of 91 overnight accommodation units including eight (8) overnight accommodation units previously allocated from the Hotel Density Reserve with a total of an additional 28 units acquired through the use of TDR’s and have an overall density no greater than 150 units per acre and a 50-slip dock which will include a maximum of eight (8) marina facility slips that are publicly accessible. “4.2 The Project shall include a minimum of 113 parking spaces (1.2 spaces per hotel unit and one space per two publicly accessible slips), as defined in Code.” “4.4 The height of the Project shall be up to 80 feet as measured from the point at which minimum floor elevations have been established by law as defined by Article 8 of the City’s Community Development Code and as otherwise permitted utilizing the Height Bonus Schedule for the Marina District of Beach by Design the consolidation of property totaling one acre or more on both sides of East Shore Drive and the provision of a publicly accessible Boardwalk. The maximum building heights of the various character districts cannot be increased to accommodate hotel rooms allocated from the Hotel Density Reserve.” 5. Amendment of SECTION 6. Obligations under this Agreement. Sections 6.1.11.2 and 6.1.11.3 are hereby deleted, and the following is substituted in lieu thereof: “6.1.11.2 The Developer agrees that the number of conveyable Marina Slips shall be limited to no more than eight (8). The Developer may not increase the number of conveyable marina slips without an amendment to this Development Agreement. The Developer may, however, decrease the number of conveyable marina slips through removal or conversion to slips as accessory to the hotel (commercial dock) without the need to further amend this agreement.” “6.1.11.3 The Developer agrees that any conveyable marina slips shall be limited to sale and/or lease to privately-owned boats rather than commercial vessels for hire including the rental of PWC.” Section 6.1.12 is hereby added as follows: “6.1.12 Prohibition on Lockout Units. The Developer agrees there shall be no locking internal door within any unit that creates a lock-out unit which can create additional hotel units greater than the approved maximum density of 91 overnight accommodation units.” 6. Amendment of Exhibit “B”. Exhibit “B” to the Development Agreement is hereby deleted and Amended Exhibit “B” attached hereto is substituted in lieu thereof. 7. No Further Changes. Except as set forth herein there are no further changes, amendments or modifications to the Development Agreement. Developer: 411ES, LLC _______________________________ By: __________________________ Print Name: ____________________ Huijun Yang, Managing Member _______________________________ Print Name: ____________________ As to “Developer” City: CITY OF CLEARWATER, FLORIDA _______________________________ By: __________________________ Print Name: ____________________ Jon Jennings, City Manager _______________________________ Print Name: ____________________ As to “City” Attest: _________________________________ Rosemarie Call, City Clerk Countersigned: _________________________________ Frank V. Hibbard, Mayor Approved as to Form: _________________________________ Matthew Mytych Assistant City Attorney Ó= Boundary Lines= Water Line= Telephone Line= Gas Line= Sanitary Sewer Line= Storm Sewer Line= Top of Bank= Toe of Slope= Overhead Wire Lines= Fence - Wire= Fence - Chain Link= Fence - Vinyl= Fence - WoodLINE LEGENDLEGENDSYMBOL LEGEND(C)= Calculated Data(D)= Data per Description(F)= Field Determined(M)= Measured Data(P)= Data per Plat+ / -= Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE= Base Flood ElevationBFP= Backflow PreventorCB= Chord BearingCH= ChordC.A.B.= Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCL = CenterlineCLF= Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B.= Deed BookDDVCA= Double Detector Check Valve AssemblyD/W = DrivewayDMH= Drainage ManholeE/P= Edge of PavementEL = ElevationEOW = Edge of WaterERCP= Elliptical Reinforced Concrete PipeFCIR = Found Iron Rod & CapFCM= Found Concrete MonumentFFE= Finished Floor ElevationFIP = Found Iron PipeFIR = Found Iron Rod No CapFMN= Found Mag NailFND = Found Nail & DiskFPP = Found Pinched PipeG.I. = Grate InletGV = Gate ValveHYD = Fire HydrantI.E. = Invert ElevationLB = Corporate Certificate NumberLP = Light PoleLFE= Lowest Floor ElevationM.O.L. = More or LessMES = Mitered End SectionN&D= Nail & DiskNFNS= Not Found and Not SetOCS= Outfall Control StructureOHW= Overhead WireO.R.= Official Records BookP.B.= Plat BookPCP = Permanent Control PointPG(s) = Page(s)PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR= RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM= Set Concrete Monument PLS #2865SCIR= Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN= Set Mag NailSN&D = Set Nail & Disc PLS #2865TBM= Temporary BenchmarkTOB = Top of BankTOS= Toe of SlopeTWP= TownshipUB = Utility BoxUP= Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM= Water MeterW.O. = Work OrderWV = Water Valve= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Department Connection= Fire Hydrant= Gas Meter= Gas Valve= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= WellTREE LEGENDMATCH LINESEE SHEET 1 MATCH LINESEE SHEET 2 ÓLEGENDSYMBOL LEGENDSURVEY NOTES:LEGAL DESCRIPTION:SURVEYOR'S CERTIFICATION:PROPERTY ADDRESS:(C)= Calculated Data(D)= Data per Description(F)= Field Determined(M)= Measured Data(P)= Data per Plat+ / -= Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE= Base Flood ElevationBFP= Backflow PreventorCB= Chord BearingCH= ChordC.A.B.= Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCL = CenterlineCLF= Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B.= Deed BookDDVCA= Double Detector Check Valve AssemblyD/W = DrivewayDMH= Drainage ManholeE/P= Edge of PavementEL = ElevationEOW = Edge of WaterERCP= Elliptical Reinforced Concrete PipeFCIR = Found Iron Rod & CapFCM= Found Concrete MonumentFFE= Finished Floor ElevationFIP = Found Iron PipeFIR = Found Iron Rod No CapFMN= Found Mag NailFND = Found Nail & DiskFPP = Found Pinched PipeG.I. = Grate InletGV = Gate ValveHYD = Fire HydrantI.E. = Invert ElevationLB = Corporate Certificate NumberLP = Light PoleLFE= Lowest Floor ElevationM.O.L. = More or LessMES = Mitered End SectionN&D= Nail & DiskNFNS= Not Found and Not SetOCS= Outfall Control StructureOHW= Overhead WireO.R.= Official Records BookP.B.= Plat BookPCP = Permanent Control PointPG(s) = Page(s)PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR= RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM= Set Concrete Monument PLS #2865SCIR= Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN= Set Mag NailSN&D = Set Nail & Disc PLS #2865TBM= Temporary BenchmarkTOB = Top of BankTOS= Toe of SlopeTWP= TownshipUB = Utility BoxUP= Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM= Water MeterW.O. = Work OrderWV = Water Valve= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Department Connection= Fire Hydrant= Gas Meter= Gas Valve= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= Well= Boundary Lines= Water Line= Telephone Line= Gas Line= Sanitary Sewer Line= Storm Sewer Line= Top of Bank= Toe of Slope= Overhead Wire Lines= Fence - Wire= Fence - Chain Link= Fence - Vinyl= Fence - WoodLINE LEGENDTREE LEGENDMATCH LINE SEE SHEET 3 MATCH LINE SEE SHEET 2 Ó= Boundary Lines= Water Line= Telephone Line= Gas Line= Sanitary Sewer Line= Storm Sewer Line= Top of Bank= Toe of Slope= Overhead Wire Lines= Fence - Wire= Fence - Chain Link= Fence - Vinyl= Fence - WoodLINE LEGENDLEGENDSYMBOL LEGEND(C)= Calculated Data(D)= Data per Description(F)= Field Determined(M)= Measured Data(P)= Data per Plat+ / -= Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE= Base Flood ElevationBFP= Backflow PreventorCB= Chord BearingCH= ChordC.A.B.= Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCL = CenterlineCLF= Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B.= Deed BookDDVCA= Double Detector Check Valve AssemblyD/W = DrivewayDMH= Drainage ManholeE/P= Edge of PavementEL = ElevationEOW = Edge of WaterERCP= Elliptical Reinforced Concrete PipeFCIR = Found Iron Rod & CapFCM= Found Concrete MonumentFFE= Finished Floor ElevationFIP = Found Iron PipeFIR = Found Iron Rod No CapFMN= Found Mag NailFND = Found Nail & DiskFPP = Found Pinched PipeG.I. = Grate InletGV = Gate ValveHYD = Fire HydrantI.E. = Invert ElevationLB = Corporate Certificate NumberLP = Light PoleLFE= Lowest Floor ElevationM.O.L. = More or LessMES = Mitered End SectionN&D= Nail & DiskNFNS= Not Found and Not SetOCS= Outfall Control StructureOHW= Overhead WireO.R.= Official Records BookP.B.= Plat BookPCP = Permanent Control PointPG(s) = Page(s)PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR= RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM= Set Concrete Monument PLS #2865SCIR= Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN= Set Mag NailSN&D = Set Nail & Disc PLS #2865TBM= Temporary BenchmarkTOB = Top of BankTOS= Toe of SlopeTWP= TownshipUB = Utility BoxUP= Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM= Water MeterW.O. = Work OrderWV = Water Valve= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Department Connection= Fire Hydrant= Gas Meter= Gas Valve= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= WellTREE LEGENDMATCH LINESEE SHEET 1 MATCH LINESEE SHEET 3 Ó= Boundary Lines= Water Line= Telephone Line= Gas Line= Sanitary Sewer Line= Storm Sewer Line= Top of Bank= Toe of Slope= Overhead Wire Lines= Fence - Wire= Fence - Chain Link= Fence - Vinyl= Fence - WoodLINE LEGENDLEGENDSYMBOL LEGEND(C)= Calculated Data(D)= Data per Description(F)= Field Determined(M)= Measured Data(P)= Data per Plat+ / -= Plus or MinusA/C = Air ConditionerBW/F = Barbwire FenceBFE= Base Flood ElevationBFP= Backflow PreventorCB= Chord BearingCH= ChordC.A.B.= Condominium Plat BookC/C = Covered ConcreteC/S = Concrete SlabC/SW = Concrete SidewalkCL = CenterlineCLF= Chainlink FenceCOV. = CoveredCLP = Concrete Light PoleCMP = Corrugated Metal PipeCONC. = ConcreteD = Delta AngleD.B.= Deed BookDDVCA= Double Detector Check Valve AssemblyD/W = DrivewayDMH= Drainage ManholeE/P= Edge of PavementEL = ElevationEOW = Edge of WaterERCP= Elliptical Reinforced Concrete PipeFCIR = Found Iron Rod & CapFCM= Found Concrete MonumentFFE= Finished Floor ElevationFIP = Found Iron PipeFIR = Found Iron Rod No CapFMN= Found Mag NailFND = Found Nail & DiskFPP = Found Pinched PipeG.I. = Grate InletGV = Gate ValveHYD = Fire HydrantI.E. = Invert ElevationLB = Corporate Certificate NumberLP = Light PoleLFE= Lowest Floor ElevationM.O.L. = More or LessMES = Mitered End SectionN&D= Nail & DiskNFNS= Not Found and Not SetOCS= Outfall Control StructureOHW= Overhead WireO.R.= Official Records BookP.B.= Plat BookPCP = Permanent Control PointPG(s) = Page(s)PLS = Professional Land SurveyorPOB = Point of BeginningPOC = Point of CommencementPRC = Point of Reverse CurvaturePRM = Permanent Reference MonumentR= RadiusRGE = RangeR/W = Right-of-wayRCP = Reinforced Concrete PipeSCM= Set Concrete Monument PLS #2865SCIR= Set Iron Rod & Cap 5/8" PLS #2865SMH = Sanitary ManholeSMN= Set Mag NailSN&D = Set Nail & Disc PLS #2865TBM= Temporary BenchmarkTOB = Top of BankTOS= Toe of SlopeTWP= TownshipUB = Utility BoxUP= Utility PoleV/F = Vinyl FenceW/F = Wood FenceWM= Water MeterW.O. = Work OrderWV = Water Valve= Backflow Preventor= Cable Box= Centerline= Cleanout= Decorative Light= Drainage Manhole= Fire Department Connection= Fire Hydrant= Gas Meter= Gas Valve= Grease Trap= Guy Anchor= Handicap= Lightpole= Mailbox= Power Box= Sanitary Manhole= Sign= Spot Elevation= Telephone Box= Utility Pole= Water Meter= Water Valve= WellTREE LEGENDMATCH LINESEE SHEET 1 MATCH LINESEE SHEET 2 PINELLAS COUNTY FL OFF. REC. BK 20324 PG 1723 EXHIBIT "A" The land referred to herein below is situated in the County of Pinellas, State of Florida, and described as follows: The South 1/2 of Lot 6 and all of Lots 7, 8 and 9, Block C, BARBOUR-MORROW SUBDIVISION, according to the map or plat thereof as recorded in Plat Book 23, Page 45, Public Records of Pinellas County, Florida. Including the submerged lands being a portion of Lots 7, 8, 9 and the South 1/2 of Lot 6, Block C, BARBOUR-MORROW SUBDIVISION, according to the map or plat thereof, as recorded in Plat Book 23, Page 45, of the Public Records of Pinellas County, Florida, being further described as follows: Commence at the Southwest corner of said Lot 9; thence S 90o00'00" E, along the southerly boundary line of said Lot 9, a distance of 128.25 feet to a point of intersection with the face of a seawall for a point of beginning; thence run the following three (3) courses along the face of said seawall: (1) N 12021'21" W, 154.60 feet; (2) N lO^O^" W, 17.04 feet; (3) N 04o19,32" W, 6.13 feet to a point of intersection with the Northerly boundary line of the South 1/2 of said Lot 6; thence departing the face of said seawall, run N 90o00'00" E, along the said Northerly boundary line of the South 1/2 of said Lot 6, a distance of 195.97 feet to a point of intersection with the Easterly boundary line of said Lot 6, said Easterly line also being the Westerly line of the Government Channel; thence S 04o09'12" E, along the said Westerly line of said Government Channel, a distance of 174.33 feet to the Southeast corner of said Lot 9; thence N 90o00'00" W, along the said Southerly boundary line of said Lot 9, a distance of 171.90 feet back to the point of beginning. Said submerged land area being one and the same as described in that certain Quit Claim Deed recorded in O.R. Book 15973, Page 2565, Public Records of Pinellas County, Florida further described as follows: The submerged lands adjacent to the South 1/2 of Lot 6, and adjacent to Lots 7, 8 and 9, Block C, Barbour-Morrow Subdivision, according to the plat thereof recorded in Plat Book 23, Page 45, Public Records of Pinellas County, Florida. More particularly described as the lands bounded on the West by the Easterly boundary line of said South 1/2 of Lot 6 and Lots 7, 8 and 9, Block C; on the North by an extension Easterly of the North boundary line of the said South 1/2 of Lot 6 to the channel in Clearwater Bay lying East of said Lots; on the South by an extension Easterly of the Southern boundary of Lot 9 to the Westerly boundary line of said channel; and on the East by the Westerly boundary line of the channel. 1 Harborview Hotel  411 East Shore Drive  Flexible Development Level II Application  Marina Narrative    Request:    (2) commercial docks greater than 500 sq ft in overall size;   Public Boardwalk;   Marina Use for 8 wet slips; and   Length Variance for North Dock.    The subject Marina development is located in the Tourist (T) District and the Marina District as defined by  Clearwater Beach’s Beach by Design. Marinas and Marina Facilities are Level Two permitted uses per CDC  Section 2‐803.     A Development Agreement was entered into July 22, 2019 between the City of Clearwater and the Developer  that approved commercial docks with a total of 57 wet slips, of which 22 wet slips were publicly‐accessible. The  Developer is requesting Flexible Development Level II approval due to the size of the docks being greater than  500 sq‐feet in overall size.      The Applicant is also requesting approval to construct a 15‐feet wide, publicly‐accessible, boardwalk to be  constructed along the entire length of the subject property’s approximately 300‐feet length of seawall.      The request is to construct two commercial docks with a total of 50 wet slips. The slips will primarily be for use  by guests of the upland development which is approved as overnight accommodations with a maximum of eight  (8) slips being available for rent or lease to the public.  4 dedicated parking spaces are provided for the 8 public  Marina slips. The north commercial dock with (26) wet slips is proposed on the parcel occupied by a 32‐space  parking lot at 411 East Shore. Slips numbered 1‐8 on the north dock will be dedicated for the public marina slips  as labeled on the dock drawings. A 31‐slip commercial dock was approved previously at this location by  FLD2009‐10037 in 2009. The south commercial dock with (24) wet slips is proposed on the adjacent southern  properties at 405 and 409 East Shore. All existing docks will be removed and disposed of properly.    A length variance was previously approved for the north commercial dock to be 318 feet in overall length. The  north dock has been scaled back and is proposed to be 260 feet in overall length. Therefore, a length variance of  35 feet is being requested where 225 feet maximum length is allowed. There are no other variances being  requested for the Marina.  Harborview Hotel  411 East Shore Drive  Flexible Development Level II Application  Responses to Marinas and Marina Facilities Criteria of CDC Section 3‐603    A. All proposed activities including, but not limited to, fueling, pumping‐out, chartering, living‐aboard,  launching, dry storage and the servicing of boats, motors and related marine equipment shall require  approval in accordance with the provisions of the zoning district in which the marina or marina facility  is proposed to be located.    Response: The project is located in the Tourist and Marina District and meets the provisions of the zoning  district as follows: a) the parcel is not located in an area identified in the Comprehensive Plan as an area of  environmental significance; b) there are no commercial activities other than the mooring of boats on a  rental basis proposed; c) the parcel is not contiguous to a parcel of land which is designated as residential  in the Zoning Atlas; d) there are no commercial activities or commercial enterprises proposed; e) the hotel  will manage the slips; and f) the marina facilities comply with the commercial dock requirements set forth  in Section 3‐601.C.3 and the Marina and Marina Facilities requirements set forth in Section 3‐603.    B. For marina facilities located adjacent to residential districts, no fueling or launching facilities shall be  located within 20 feet of the residential property line, and no fueling or servicing of boats shall occur at  such marinas after 9:00 p.m. or before 6:00 a.m.    Response: The proposal meets the criteria. There are no fueling, servicing or launching facilities  proposed.    C. No fuel storage facility or sanitary pump‐out station holding tank shall be located over water.    Response: There will be no fuel storage on site and sanitary pump‐out can occur either by contract with  the City’s pump‐out vessel, at the dock using a portable system that will be stored on land, and  alternatively, vessels can utilize the Clearwater Municipal Marina’s pump out system.    D. The marina shall pose no hazard or obstruction to navigation, as determined by the city harbormaster.    Response: The proposed docks were designed, to the extent possible, to meet all the City’s dimensional  criteria to provide required side setbacks and to not exceed the maximum width and to not exceed 25% the  width of waterway, to not negatively impact navigation. The dimensional criteria ensure docks and slips are  wholly located within property lines and that adequate distances to other docks and navigation paths are  maintained to not cause navigation conflicts with adjacent properties or the general public using the shared  waterways. When properties are located on narrow canals or near a marked channel, a dock’s length  projection can be further restricted to not exceed 25% the width of the waterway to avoid conflicts with  navigation. In this particular case, the docks are meeting or exceeding the minimum required side setbacks  and the dock width is allowed per Code. The docks are located on a portion of Mandalay Channel where the  width of waterway is greater than 1,300 ft. The length of the north dock was originally permitted to be 318  linear ft and has been scaled back considerably to be only 260 ft now. The Marina’s Hurricane Preparedness  Plan is also attached to ensure that all safety precautions will be in place to adequately prepare for Hurricanes.    E. The marina shall not adversely affect the environment, including both onshore and offshore natural  resources.    Response: There are no anticipated adverse impacts to the marine environment. There are seagrass beds  at the north dock area. And why the north dock and wet slips were originally approved for a 318‐ft length  variance. The proposed docks have been scaled back at the north dock but do not impact the existing  submerged vegetation within the footprint of the proposed dock or wet slips. Water depths from the  proposed dock to the open water and nearest navigation channel are adequate that even if seagrass beds  were present there is no risk of prop‐scarring. The proposed public boardwalk is designed to minimize  impacts to seagrass beds. The boardwalk structure will be built according to the Guidelines of Construction  over Submerged Aquatic Vegetation and that entails, utilizing maximum piling spacing, elevated deck  height and minimum ½” plank spacing to allow for maximum light penetration.  The facility will post  educational and informational signs warning boaters of the presence of protected marina mammals and  other protected species as required by the Florida Fish and Wildlife Conservation Commission. Best  management practices will be implemented by the facility to ensure vessel operators are made aware of  nearby speed zones and are respectful of all property owners.      F. Adequate sanitary facilities shall be provided landside and a sanitary pump‐out station shall be  provided and shall be available to marina users 24 hours a day.    Response: Restrooms will be available landside at the hotel. The hotel will contract with the City’s mobile  pump‐out vessel for marine sanitary service rather than install a permanent sanitary pump‐out station.  The hotel may store an accessible portable pump‐out unit landside for pump‐out if needed after regular  servicing hours. Vessel owners also have the option of pumping out at the Municipal Marina.    G. A manatee protection plan shall be provided and appropriate speed zone signs shall be posted to  control boat speed for manatee protection.    Response: As part of the Marina’s Manatee Protection Plan (MPP), the hotel will: a) post educational and  informational signs informing boaters of the presence of the protected Florida Manatee as required by  the Florida Fish and Wildlife Conservation Commission, b) provide maps of posted speed zones, vessel  exclusion zones and manatee protection zones to vessel operators; and c) require vessel owners provide  a copy of their safe boater registration prior to signing a lease agreement. Please see attached proposed  MPP.    H. Adequate spill containment areas shall be provided on the property.    Response: Fueling and boat servicing are not proposed.    I. Design of the marina shall maintain existing tidal flushing and aquatic circulation patterns.    Response: The marina docks are proposed as fixed docks to be secured in place by timber‐pilings. The  piling spacing and existing adequate depths will ensure adequate flushing and water circulation of the  area.    J. In the event of conflict between these standards and federal or state law or rules, the federal or state  law or rules shall apply to the extent that these standards have been preempted; otherwise, the more  stringent regulations shall apply.     Response: Acknowledged.  1_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B Beach by Design Criteria A. Density: DESIGN RESPONSE: The proposed design consists of a 91 Suite Transient Overnight Accommodation, at a density of 50 units per acre based on a 1.115-acre parcel of Upland located on both sides of East Shore Drive. B. Height & Separation: DESIGN RESPONSE: 1. Height: The highest base flood elevation on site is AE-11 feet. The Design Flood Elevation (D.F.E) is base flood elevation 11 feet plus two (2) feet of Freeboard. The maximum allowable building height in the Marina District for more than one acre on both sides of East Shore Drive is 80’-0” above the Design Flood Elevation. The proposed height of the hotel as designed, is at 80’-0” above Design Flood Elevation. 2. Separation: The proposed hotel is a single Building at a height at 80’-0” above Design flood elevation, within Separation requirements. 3. Floor Plates: Floor plates at level 1 and level 2 are approximately 18,032 SF, and no part of any floor plate exceeds the maximum allowable. C. Design, Scale and Mass of Building: 1. Buildings with a footprint of greater than 5000 square feet or a single dimension of greater than one hundred (100) feet will be constructed so that no more than two (2) of the three (3) building dimensions in the vertical or horizontal planes are equal in length. For this purpose, equal in length means that the two lengths vary by less than forty (40%) of the shorter of the two (2) lengths. The horizontal plan measurements relate to the footprint of the building. DESIGN RESPONSE: The Building Massing Diagrams for the proposed Project can be found on Pages A-910 thru A-913. The Site is shallow, only 70.22' on the North Side Property Line and 168' on the South Side Property Line due to a Yard Bump Out. It is 300' on the Street and 405' on the water due to the Bump Out in the Southern third of the Property. The Building Footprint is: 18,032 sq. ft. The resulting Building Design and Massing is appropriate to the Site dimensions and takes advantage of the maximum allowable height at just under 80’-0”, the maximum allowable 2_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B site length with the setbacks and below the Floor Area Ratio for a Hotel, while still introducing the necessary Site Amenities such as a Pool with, Deck Areas and the Public Boardwalk along the waterfront. The mass of the Building has vertical penetrations of the Elevator/Lobby area and Stair Towers occurring at roughly 1/3 proportions, that create movement with the horizontal building massing, also avoiding any long uninterrupted run of balconies or a continuous façade, thus insuring that there are no single dimensions of the Building that are greater than 100 feet without an offset. Please reference the Site Plan on sheet A-101 for the Building Footprint and massing diagrams on sheets A-910 through A-913. 2. No plane of a building may continue uninterrupted for greater than one hundred linear feet (100’). For the purpose of this standard, interrupted means an offset of greater than five feet (5’). DESIGN RESPONSE: No plane of the proposed Building continues uninterrupted in excess of 60 feet, meeting the requirement of being less than 100'-0". The building facade on East Shore Drive, is broken by Elevator/Lobby structure and fire stair tower massing that visually breaks the horizontal structure with varied relief. 3. At least sixty percent (60%) of any elevation will be covered with windows or architectural decoration. For the purpose of this standard, an Elevation is that portion of a building that is visible from a particular point outside the parcel proposed for development. DESIGN RESPONSE: The % coverage for windows or decoration are as follows: East Facade = total 22,068 s.f, , decorative coverage = 13,526 s.f. = 61% coverage North Façade = total 8,588 s.f., decorative coverage = 4,891 s.f. = 60% coverage West Façade = total 20,512 s.f.,decorative coverage = 12,368 s.f. = 60% coverage South Façade = total 8,287 s.f., decorative coverage = 6,038 s.f. = 73% coverage The total current area for all facades is 59,455 s.f., the decorative coverage for all facades = 36,823 s.f.= 61.9% (1.9% more than required) 4. No more than sixty percent (60%) of the theoretical maximum building envelope located above forty-five feet (45’) will be occupied by a building. However, in those instances where an overnight accommodation use on less than 2.0 acres that has been allocated additional density via the Hotel Density Reserve, no more than seventy-five percent (75%) of the theoretical maximum 3_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B building envelope located above forty-five feet (45’) may be occupied by a building unless the property is located between Gulfview Boulevard and the Gulf of Mexico, then no more than 70% may be occupied by a building. DESIGN RESPONSE: East Facade = total 22,068 s.f, above 45’-0” = 9,600 s.f. = total 44% (25% below max. allowable of 70%) North Façade = total 8,588 s.f., above 45’-0” = 3,895 s.f. = total 45 % (25% below max. allowable of 70%) West Façade = total 20,512 s.f., above 45’ = 9,582 s.f = 47.6% (22.4% below max. allowable of 70%) South Façade = total 8,287 s.f., above 45’ = 3,913 s.f. = 49.7 s.f. (20.3% below max. allowable of 70%) The total area for all the building facades is 59,455 s.f.. Above 45’-0”, the total current amount is 26,990 s.f. = 45.4% (24.6% less than maximum allowable of 70%). 5. The height and mass of buildings will be correlated to: 1. the dimensional aspects of the parcel of the parcel proposed for development and 2. adjacent public spaces such as streets and parks. DESIGN RESPONSE: 1. The proposed building height and mass, maximizes the footprint of the parcel, and uses the 80’-0” allowable building height for Hotels. 2. The East Shore streetscape includes landscaping and benches for public use. The vehicular and pedestrian entry access includes screening and landscape. Hotel Parking Lot East – 10’-0” sidewalk East - 10’-0” sidewalk West – 15’-0” boardwalk West - 10’-0” sidewalk Landscaping populates the right-of-way areas along 6’-0”, 10’-0”and 15’-0” sidewalks for public pedestrian use. 6. Buildings may be designed for a vertical or horizontal mix of permitting Uses. DESIGN RESPONSE: The Building is designed for Hotel related uses only with a mix of overnight accommodations and facility amenities, which are typical for a limited service Hotel. With the exception of the Boardwalk, all other proposed common spaces within the Hotel are those typical for the exclusive use of the Hotel. The Amenities equal a total of 10% of the Hotel area, equal to the 10% accessory allowance. The adjacent parking lot is for hotel use. 4_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B D. Setbacks & Stepbacks 1. Rights-of-way The area between the building and the edge of the pavement as existing and planned should be sufficiently wide to create a pedestrian-friendly environment. The distances from structures to the edge of the right-of-way should be: DESIGN RESPONSE: The Setback allowable on the Marina District recognizes the narrow Right-of-Way and shallow Upland properties that must be dealt with accordingly, as little as a zero (0) Front Yard Setback is allowed. The Design incorporates appropriate Side Yard Setbacks and height, using 80’-0” of the allowable 80'-0" and using a five foot (5-0") Front Yard Setback in a limited area, with an average of 18'-0" depth from Property Line to Curb/Paved Surface creating the appearance of a larger Pedestrian way. The five-foot wide setback area on the East side is a landscape area. 2. Side and Rear Setbacks Side and rear setbacks shall be governed by the provisions of the Tourist District of the Community Development Code unless otherwise prescribed in the applicable Character District provisions contained in Section II., Future Land Use. DESIGN RESPONSE: The Side Yard Setbacks as required and proposed are shown on the Site Plans and meet requirements on the North and South Side Yards. The Rear Setbacks on the Waterfront, while varying tremendously, accommodate the depth variations of the Site. They are found on the plans and as follows: Hotel Building Setback East (rear, waterfront) setback 19’-2” (as proposed) West (front, street-side) setback 5’ from property line/ 24’ from street curb as proposed) North (side) setback 36-9” (as proposed) South (side) setback 25’-0” (as proposed) Hotel Parking Setback East (rear, waterfront) setback 5’-0” (as proposed) West (front, street-side) setback 5’-0” (as proposed) North (side) setback 5’-0” (as proposed) South (side) setback 10’-8” (as proposed) Parking Lot Parking Setback East (front, street-side) setback 5’-0” (as proposed West (rear, street side) setback 5’-0” (as proposed) 5_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B North (side) setback 6’-4” (as proposed) South (side) setback 5’-0” (as proposed) 3. Setbacks and Stepbacks To reduce upper story massing along the street and ensure a human scale street environment, buildings using the hotel density reserve along East Shore Drive shall be constructed in accordance with the following: a. Buildings constructed with a front setback of fifteen feet (15’) or more shall stepback with a minimum depth of fifteen feet (15’) from the setback line at a height not more than twenty-five feet (25’). DESIGN RESPONSE: N/A b. Buildings constructed with a front setback greater than or equal to ten feet (10’) and less than fifteen feet (15’) shall stepback at a height not more than twenty feet (20’). DESIGN RESPONSE: N/A c. The required stepback/ setback ratio is one and one-half feet (1.5’) for every one foot (1’) reduction in setback in addition to the minimum stepback of fifteen feet (15’). DESIGN RESPONSE: N/A d. Buildings constructed with a front setback of less than ten feet (10’) shall provide a building stepback required stepback/setback ratio is two and one-half feet (2.5’) for every one foot (1’) reduction in setback in addition to the minimum step back of fifteen feet (15’). DESIGN RESPONSE: N/A e. To achieve upper story facade variety and articulation, additional stepbacks may be required. To avoid a monotonous streetscape, a building shall not replicate the stepback configuration of the neighboring buildings including those across rights- of- way. DESIGN RESPONSE: N/A f. Required step backs shall span a minimum of 75% of the building frontage width. DESIGN RESPONSE: N/A E. Street-Level Facades: 6_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B The human scale and aesthetic appeal of street-level facades, and their relationship to the sidewalk, are essential to a pedestrian-friendly environment. Accordingly: 1. At least sixty percent (60%) of the Street Level facades of Buildings used for nonresidential purposes which abut a public street or pedestrian access way, will be transparent. For the purpose of this standard: a) Street level facade means that portion of a building facade from ground level to a height of twelve feet (12'). DESIGN RESPONSE: The Street Level Facades meet or exceed 60% transparency with Store-Front Lobby Entrance with Planters and Access Plazas. b) Transparent means windows or doors that allow pedestrians to see into: i. the building, or ii. landscaped or hardscaped courtyard or plazas, where street level facades are set back at least fifteen feet (15') from the edge of the sidewalk and the area between the sidewalk and the facade is a landscaped or yardscaped courtyard. DESIGN RESPONSE: Windows at Lobby level will have visibility through the Low-E insulated Glass Windows and Doors in the Entry/Lobby and Elevator Stack on each level above. c) Parking structures should utilize architectural details and design elements such a false recessed windows, arches, planter boxes, metal grillwork, etc. instead of transparent alternatives. When a parking garage abuts a public road or other public place, it will be designed such that the function of the building is not readily apparent except at points of ingress and egress. DESIGN RESPONSE: West parking lot is screened by landscape all sides with the exception of Drive Aisle Entries. East parking area is screened from the public road and the boardwalk by decorative perforated metal screen and landscaping. Additional architecture detailing such as reveal and recess are included so that the function of the building is not readily apparent. Please refer to A-203 and A- 204 Color Exterior Elevations and A-901 to A-904 Exterior Rendering. 2. Window coverings, and other opaque materials may cover not more than 10% of the area of any street-level window in a nonresidential building that fronts on a public right-of way. DESIGN RESPONSE: No window coverings are planned for the street level windows. These windows have a low-e tinting that is virtually indiscernible. 7_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B 3. Building entrances should be aesthetically inviting and easily identified. Goods for sale will not be displayed outside of a building, except as a permitted temporary use. This standard does not apply to outdoor food service establishments. DESIGN RESPONSE: Site Plan reflects an entry along East Shore Drive. Articulated building entry leads to a lobby entrance on grade with elevators, transitioning guests to second floor Check- in and lobby lounge. Pool terrace and food/beverage amenity open to views of the Marina and Public Boardwalk along Clearwater Bay. 4. Awnings and other structures that offer pedestrians cover from the elements are recommended. Awnings help define entryways and provide storefront identity to both pedestrians and drivers. DESIGN RESPONSE: Any awnings or umbrellas proposed will contain at least three (3) distinct colors. Any bright colors will be limited to trims and other accents. No glass curtain walls are planned or provided. Pedestrian entrances will be sheltered by concrete slabs, in keeping with the Building’s Architectural Design. F. Parking Areas To create a well-defined and aesthetically appealing street boundary, all parking areas will be separated from public rights of way by a landscaped decorative wall, fence or other opaque landscape treatment of not less than three feet (3’) and not more than three and one-half feet (3½’) in height. Surface parking areas that are visible from public streets or other public places will be landscaped such that the parking areas are defined more by their landscaping materials than their paved areas when viewed from adjacent property. The use of shade trees is encouraged in parking lots. However, care should be taken to choose trees that do not drop excessive amounts of leaves, flowers, or seeds on the vehicles below. Entrances to parking areas should be clearly marked in order to avoid confusion and minimize automobile-pedestrian conflicts. Attractive signage and changes to the texture of the road (such as pavers) are recommended. When a parking garage abuts a public road or other public place, it will be designed such that the function of the building is not readily apparent except at points of ingress and egress. DESIGN RESPONSE: Parking is primarily located at the Level 1 of the Hotel and at the across the street parking lot. Parking is screened with architectural elements including decorative perforated metal panels and Towers. In addition, both the Hotel and parking lot are articulated with landscaping. The parking totals are as follows and are indicated on Drawings A-101 , A-111, and A-112: 8_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B Marina: 4 standard parking spaces Hotel: 109 valet parking spaces Total: 113 parking spaces G. Signage Signage is an important contributor to the overall character of a place. However, few general rules apply to signage. Generally, signage should be creative, unique, simple, and discrete. Blade signs, banners and sandwich boards should not be discouraged, but signs placed on the sidewalk should not obstruct pedestrian traffic. DESIGN RESPONSE: Signage is to be developed. It will be creative and reflective of the region and unique to the Project while meeting all Code Criteria. H. Sidewalks Sidewalks along arterials and retail streets should be at least ten feet (10’) in width. All sidewalks along arterials and retail streets will be landscaped with palm trees, spaced to a maximum of thirty-five feet (35') on centers, with “clear grey” of not less than eight feet (8'). Acceptable palm trees include sabal palms (sabal palmetto), medjool palms (phoenix dactylifera ‘medjool’), and canary island date palms (phoenix canariensis). Sidewalks along side streets will be landscaped with palms (clear trunk of not less than eight feet (8')) or shade trees, spaced at maximum intervals of thirty-five feet (35') on centers. Portions of required sidewalks may be improved for non-pedestrian purposes including outdoor dining and landscape material, provided that: 1. movement of pedestrians along the sidewalk is not obstructed; and 2. On-pedestrian improvements and uses are located on the street side of the sidewalk. Distinctive paving patterns should be used to separate permanent sidewalk café improvements from the pedestrian space on the sidewalk. To enhance pedestrian safety and calm traffic, distinctive paving should also be used to mark crosswalks. DESIGN RESPONSE: Pedestrian movement along a distinctive Landscaping Paver designed sidewalk has no obstructions, with a well Landscaped buffers. The sidewalk widths are noted below: Hotel East – 10’-0” sidewalk (East Shore Drive) West – 15’-0” boardwalk (waterside) South – no sidewalk (side yard) North – 5’-0” boardwalk access (side yard) Parking Lot 9_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B East - 10’-0” sidewalk (East Shore Drive) West - 10’-0” sidewalk (Poinsettia Street) I. Street Furniture and Bicycle Racks Street furniture, including benches and trash receptacles should be liberally placed along the sidewalks, at intervals no greater than thirty linear feet (30') of sidewalk. Bicycle racks should also be provided, especially near popular destinations, to promote transportation alternatives. Complicated bicycle rack systems should be avoided. The placement of street furniture and bicycle racks should not interrupt pedestrian traffic on the sidewalk. DESIGN RESPONSE: Twelve (12) Bicycle Racks are sheltered out of weather, under the Building and behind screen enclosures. Public use benches are not being proposed. J. Street Lighting Street lighting should respond to the pedestrian-oriented nature of a tourist destination. In this context, it should balance the functional with the attractive – providing adequate light to vehicular traffic, while simultaneously creating intimate spaces along the sidewalks. Clearwater’s historic lighting is an attractive, single-globe fixture atop a cast-iron pole. DESIGN RESPONSE: Street lighting is not proposed. K. Fountains Fountains provide attractive focal points to public spaces and add natural elements to urban environments. They should be interesting, engaging and unique. While it is important not to overburden architectural creativity regarding fountains, they should meet at least the following standards in order to be a functional and attractive component of the public space: 1. They should be supplemented with street furniture such as benches and trash receptacles, and 2. They should have rims that are: a. Tall enough to limit unsupervised access by small children, and b. Wide enough to permit seating. Fountains should be encouraged in landscaped and hardscaped courtyards and plazas. 10_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B DESIGN RESPONSE: A water feature is not proposed. L. Materials and Colors 1. Facades Finish materials and building colors will reflect Florida or Coastal vernacular themes. All awnings should contain at least three (3) distinct colors. Bright colors will be limited to trims and other accents. Glass curtain walls are prohibited. DESIGN RESPONSE: Any awnings or umbrellas that are located on Waterfront Pool Deck and as proposed will contain at least three (3) distinct colors. Bright colors will be limited to trims and other accents. No glass curtain walls are planned or provided. Composite wood panels and landscaped building panels have been incorporated to soften the faced relating more to the natural elements. 2. Sidewalks Sidewalks will be constructed of: a. Pavers; b. Patterned, distressed, or special aggregate concrete; OR c. Other finished treatment that distinguishes the sidewalks from typical suburban concrete sidewalks. Materials should be chosen to minimize the cost and complexity of maintenance. DESIGN RESPONSE: Sidewalks are proposed to be Select-Color coordinated pavers (with the exception of ADA Transitions and Accesses), in a 5'- 0" Pedestrian Walk along East Shore Drive, conforming to ADA standards with Warning Pads and proper Cross Slopes. Sidewalks within Project at Pool Decks and at all surfaces under Building, will match color elements with Pavers in all areas. 3. Street Furniture Street furniture will be constructed of low maintenance materials and will be in a color that is compatible with its surroundings. DESIGN RESPONSE: No street furniture is proposed. 11_ 10/12/21 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B 4. Color Palette A recommended palette for building colors is presented on the following page. DESIGN RESPONSE: Finish materials and Building colors will reflect Florida or Coastal Marine vernacular themes. Additional Design Items: Waterfront Public Boardwalk: Specified by Design standards called out in 'Beach by Design' Guidelines, the Public Boardwalk is shown at the Waterfront and runs for the 405 feet of Seawall with access from the South Property Line. 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B BEACH BY DESIGN NARRATIVE PER SECTION V.B.2 The Harborview Hotel at Clearwater Beach Project The proposed project is a Waterfront 91 Suite Transient Resort Hotel. This Marina District Site consists of 1.115 acres located on both sides of East Shore Drive with an additional 1.171 acres of Submerged Land stretching into Clearwater Harbor. The 1.115 acre property is bordered by the 15 foot wide Public Boardwalk designed to be installed in accordance with the "Beach By Design" Guidelines. The proposed Hotel is 80’-0” ft above BFE+2 foot freeboard, meets the maximum allowable 80- foot Height. Building does not exceed maximum building height with TDR units. The inclusion of this Boardwalk along the Waterfront allows for an 80’ height bonus which the Developer is intentionally not utilizing. Upon completion the planned hotel will contain 91 overnight accommodation units, which includes 55 base density units (at 50 units per acre), 8 units previously allocated from the Hotel Density Reserve (“Reserve Units”); and 28 transferred hotel units of which 11 have been approved for use (FLD2020-05012/TDR2020-05001) and 17 will need to be approved for use by amending applications FLD2020-05012 and TDR2020-05001. Access to all hotel units is through a lobby with internal, enclosed corridor on all guest floors. Accessory uses include a bar with limited food service, a Pool and Poolside Deck Area, a Fitness Center, 15’ public Waterfront Boardwalk. All Units in this development will always be made available to transient hotel guests. However, Units received from the reserve will be limited to a term of less than one (1) month or 31 consecutive days. No hotel room in this project has a full kitchen. A reservation system will be in place prior to operation of this hotel. Owners are intent on interviewing three major chain management groups. All books and records pertaining to the use of each hotel room will be open for inspection by authorized representative of the City upon reasonable notice to confirm compliance with all regulations as allowed by general law. Evacuation/Closure covenants will be met and posted. The proposed development will comply with all Metropolitan Planning Organizations (MPO) Regulations Countywide Approach to the Application of Concurrency Management for Transportation, if applicable. 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B PUBLIC BOARDWALK BUILDING DESIGN @ MARINA DISTRICT The Harborview Hotel at Clearwater Beach Project The height and mass of building is correlated to the dimensional aspects of the parcel and adjacent properties and public spaces. The proposed 91 Suite transient Resort Hotel is 80’-0” above BFE+2-foot freeboard, below the maximum allowable 80-foot Height. It is inclusive of the 15-foot Public Boardwalk along its Waterfront. The Public Boardwalk shall be built at the Developers expense adjacent to the seawall in accordance with “The Marina District Boardwalk Design Guidelines and Specifications”. The building was designed with a pedestrian-friendly environment in mind. Providing human scale and aesthetic appeal at street level with lush landscaping and low walls to screen street traffic, allowing for safe pedestrian passage and wayfinding. In the upper story facades, there is variety and articulation utilizing balconies, windows, composite and landscape building panels and negative areas to provide visual interest and ensure that no plane of the building continues uninterrupted for greater than one hundred linear feet. 400, 405, 408, 409, 411 East Shore Drive/HDA2019-03001B NARRATIVE – SETBACKS The Harborview Hotel at Clearwater Beach Project The Setbacks as required and proposed are shown on Site Plans. The proposed project provides 5-foot front setback from the property line, 15-foot from the curb along East Shore Drive per Figure 2 on Clearwater Marina District Boardwalk Design Guidelines and Specifications dated December 2019. Additionally, 30-foot side setback, exceeds the requirement of 25% of the building height or a minimum pf 20 feet whichever is greater per Beach by Design. There is no request for flexibility in this regard. 0 Required Proposed East Lot: Front: 0 min. 5 ’ - 0 ” min N. Side Yard: 20 ’ - 0 ” 30 - 0 ” S. Side yard: 20 ’ - 0 ” 20 - 0 ” Rear (Waterfront): 18 ’ - 0 ” 18 ’ - 0 ” West Lot: Front: N Side Yard: S Side Yard: Rear: 15’ - 0” 10’ - 0” 10’ - 0” 10’ - 0” 5’ - 0” 10’ - 0” 10’ - 0” 10’ - 0” LOCATION MAPVICINITY MAPBAKERDUVALNASSAUHAMILTONLEONGADSDENWASHINGTONBAYHOLMESWALTONESCAMBIASANTA ROSAOKALOOSAJACKSONJOHNSUNIONBRADFORDALACHUACLAYPUTNAMGULFTAYLORFRANKLINLAFAYETTEDIXIEGILCHRISTWAKULLALIBERTYLAKEMARIONVOLUSIALEVYFLAGLEROSCEOLAPASCOORANGESEMINOLEHERNANDOMANATEEHARDEEOKEECHOBEEINDIANPOLKRIVERPINELLASBREVARDHILLSBOROUGHSUMTERCITRUSSARASOTAMARTINGLADESCHARLOTTEHIGHLANDSDE SOTOBROWARDCOLLIERPALM BEACHHENDRYLEEDADEMONROEMONROE ST LUCIE JEFFERSONCALHOUNCOLUMBIASUWANNEE HARBORVIEW HOTELINDEX OF SHEETSPROJECT CITY OF CLEARWATER NOTES1. ANY CURB REMOVED OR DAMAGED SHALL BE REPLACED ANDTO MATCH EXISTING CURB.2.ALL WORK IN THE RIGHT-OF-WAY MUST MEET CITY STANDARDS.3.A STANDARD RIGHT-OF-WAY PERMIT WILL BE NEEDED FOR WORK ON CITY RIGHT-OF-WAY (E.G. DRIVEWAYS, SIDEWALKS, UTILITY CONNECTIONS, CLOSURES OF LANES/SIDEWALKS, ETC.). THE CITY MUST APPROVE A MAINTENANCE OF TRAFFIC DIAGRAM (M.O.T.) PLANS TO ISSUE A RIGHT-OF-WAY PERMIT. A LINK TO THE ROW APPLICATION https://www.myclearwater.com/home/showdocument?id=540.4.CONSTRUCTION PLAN SHALL SHOW THE EXACT LOCATION OF ALL PROPOSED FACILITIES TO BE INSTALLED PURSUANT TO THIS PERMIT, SAID CONSTRUCTION PLAN TO BE SUFFICIENTLY DETAILED TO ALLOW LOCATION OF SAID INSTALLATION BY REFERENCE THERETO.5.APPLICATION FOR RIGHT OF WAY USE PERMIT, PROVIDE CITY STAFF THREE COMPLETED RIGHT OF WAY USE APPLICATION PACKAGES INCLUDING RELEVANT CONSTRUCTION PLAN SHEETS, CITY CONSTRUCTION DETAILS; IF PEDESTRIAN AND/ORVEHICULAR TRAFFIC WILL BE IMPACTED A MOBILIZATION OF TRAFFIC (MOT) PLAN IS REQUIRED TO THE ENGINEERING DEPARTMENT OR EMAIL TO IVAN.DIMITROV@MYCLEARWATER.COM.6.ONCE THE PACKET IS APPROVED, THE APPLICANT SHALL RECEIVE THE RIGHT OF WAY USE PERMIT AFTER PAYMENT OF THE APPROPRIATE FEE.7.ANY PARKING METER AFFECTED BY THE PROPOSED WORK OR MOT PLANS WILL REQUIRE PARKING FEES TO BE PAID. CONTACT CITY PARKING DEPARTMENT.8.THE CONTRACTOR SHALL PROVIDE A MINIMUM OF FORTY-EIGHT(48) HOURS OF NOTIFICATION BY PHONE AT 727-562-4750 PRIORTO THE COMMENCEMENT OF WORK IN THE RIGHT OF WAY.9.DURING CONSTRUCTION IN THE RIGHT OF WAY OR WHEN THE CITY WILL HAVE AN EASEMENT TO MAINTAIN THE SYSTEM:1.DRIVEWAY ROUGH2.SIDEWALK ROUGH3.SANITARY SEWER ROUGH4.STORM SEWER ROUGH5.WATER MAIN ROUGH10.PRIOR TO RECEIPT OF THE CERTIFICATE OF OCCUPANCY (C.O.)THE ROW PERMIT SHALL BE CLOSED OUT AND THE FINAL C.O. SHALL BE CONTINGENT ON PASSING RESULTS FOR THE FOLLOWING INSPECTIONS PERFORMED BY THE ENGINEERING AND UTILITIES DEPARTMENT FIVE SETS OF SITE AS-BUILT SIGNED AND SEALED BY THE ENGINEER OF RECORD CERTIFYING THE PROJECT WAS CONSTRUCTED PER PROJECT PLANS AND SPECIFICATIONS:1.DRIVEWAY FINAL2.SIDEWALK FINAL3.SANITARY SEWER FINAL4.STORM SEWER FINAL5.WATER FINAL6.TRAFFIC FINAL11.ENGINEERING FINAL, CONTACT THE ENGINEERINGDEPARTMENT FOR ENGINEERING FINAL INSPECTION AFTER ALLOTHER ENGINEERING & UTILITY FINALS HAVE BEEN PASSED AND ALLC.O. CONDITIONS HAVE BEEN MET.12.WORK PERFORMED IN THE RIGHT OF WAY WITHOUT ANDAPPROVED RIGHT OF WAY PERMIT (STOP WORK ORDER) MAY BECHARGED A FEE DOUBLE THE REQUIRED PERMIT FEE, PERORDINANCE NO. 6856-01. PILING(TYP. OF 5)ADJACENT BUILDINGFFE = 5.21'SSSDCOCOCOCOCOCOCOCOFDCGSMHTOP EL=4.02N IE=1.17G.I.TOP EL=3.88W I.E. = 1.70, 12" CLAYS I.E. = 1.45, 10" CLAYG.I.TOP EL=3.57BOTTOM = 1.45G.I.TOP EL=4.10BOTTOM = 1.8212" CLAYI.E. = 0.03G.I.TOP EL=3.88N I.E. = 1.56, 10" CLAYE I.E. = 1.60, 12" CLAYCURB INLETTOP EL = 3.32NW I.E. = 1.63, 12X18 ERCPW I.E. = 1.59, 6" PVCUTILITYVAULTC/S WITHBOLLARDS2' VALLEYGUTTERC/SWSHELL PATHASPHALT PARKINGMASONRYWALLMASONRY WALLC/SW 2' VALLEYGUTTERDDCVASEAWALL10.0410.089.6425.00 25.00 59.3518.6020.0239.81 36.58 39.78STOP SIGN& BAR (TYP)DETECTABLEWARNING SURFACEEACH SIDE OF DRIVE(TYP)PROPOSED DRAINAGEEASEMENT (BY OTHERS)DO NOT ENTERSIGN24.00 8.5016.00 BOARDWALK BOARDWALK 6 5 6 14 4 1 6 6 11 11 10 3 7 8 5 1224.008.5016.00 16.00 16.00 R10.00R 1 0 . 0 0 R15.00R15.008.5016.0015.5024.0012.005.00 16.00 8.5016.008.5016.00 R15.005.00 5.00 15.5015.50M3M4M1M218.00 9.0018.009.0028.0210.67 MMMMMMMM14.67R5.00R3 . 0 0 R1 0 . 0 0 ADJACENT BUILDINGFFE = 5.21'SCOCOCOCOCOCOCOCOGSMHTOP EL=4.02N IE=1.17G.I.TOP EL=3.88W I.E. = 1.70, 12" CLAYS I.E. = 1.45, 10" CLAYG.I.TOP EL=3.57BOTTOM = 1.45G.I.TOP EL=4.10BOTTOM = 1.8212" CLAYI.E. = 0.03G.I.TOP EL=3.88N I.E. = 1.56, 10" CLAYE I.E. = 1.60, 12" CLAYUTILITYVAULTC/S WITHBOLLARDS2' VALLEYGUTTERC/SWSEAWALLSEA WALL TOBE RAISED TOELEV=5.125.125.125.125.125.125.125.125.125.005.104.905.104.905.005.006.664.304.304.504.507.245.164.58TW 5.50BW 4.72TW 5.50BW 3.60TW 5.50BW 4.47TW 5.20%:“5.005.005.105.005.204.906.006.006.206.205.206.206.206.207.436.206.206.104.605.706.205.004.804.004.704.905.904.504STORMWATER VAULT(BY OTHERS)RETAINING WALL(BY OTHERS)TIE INTO VAULT@EL=2.0. PROVIDE4'X4' CONC PAD52 LF 15"HDPE@0.15%123102 LF 15"HDPE@0.15%52 LF 15"HDPE@0.15%55 LF 12"HDPE12" HDPE OUTFALL PIPE W/SKIMMER (SEE DETAIL)US INV= 2.55DS INV= 1.75FLOATINGTURBIDITYBARRIER56EXIST 12" VCPTO BE REMOVEDEXIST OUTFALL TOBE GROUTED54 LF 15"RCP@0.22%TIE INTO EXISTINLET @ EL=1.45RELOCATE EXISTINLET. PLUG EASTINVERT. N=1.60REMOVE EXIST 12"VCP PIPE117 LF 15"RCP@0.15%7888 LF 15"RCP@0.15%RETAINING WALL(BY OTHERS)TW 5.50BW 5.12TW 5.50BW 5.00CORE BORE EXISTSEAWALL INV= 1.14FLOATINGTURBIDITYBARRIERSILT FENCE ALONGPROPERTY LINE(TYP)5.255.255.355.35MANHOLEACCESS (TYP)6.006.00BOARDWALK BOARDWALK 6.306.206.20MMM15.47 15.50PRIOR TO THE ISSUANCE OF ANY PERMITS, EXCEPT FOR CLEARING AND GUBBING, DEMOLITION ORTHE PROVISION OF FILL, ALL SUB-STANDARD SIDEWALKS AND SIDEWALK RAMPS ADJACENT TO OR APART OF THE PROJECT SHALL BE IMPROVED TO MEET THE REQUIREMENTS OF LOCAL, STATEAND/OR FEDERAL STANDARDS INCLUDING ADA REQUIREMENTS (TRUNCATED DOMES PER FDOTINDEX #304)THE MINIMUM VERTICAL HEIGHT CLEARANCE FOR COVERED PARKING SHALL BE A MINIMUM OF 8' 2"FROM THE GROUND TO THE LOWEST OVERHANGING STRUCTURE I.E. CONDUITS, BEAMS, LIGHTFIXTURES, PIPES AND ANY OTHER STRUCTURES FOR ADA PARKING COMPLIANCE.THE CLEAR HEIGHT OF EACH FLOOR LEVEL IN VEHICLE AND PEDESTRIAN TRAFFIC AREAS SHALLNOT BE LESS THAN 7 FEET (2134 mm). VEHICLE AND PEDESTRIAN AREAS ACCOMMODATINGVAN-ACCESSIBLE PARKING SHALL BE IN ACCORDANCE WITH CHAPTER 11.NOTES FOR DRIVEWAYS AND SIDEWALKS IN PUBLIC R.O.W.A.ANY NEW CONCRETE DRIVEWAY APRON(S) CONSTRUCTED WITHIN THE RIGHT-OF-WAY SHALLBE A MINIMUM 6" THICK FIBROUS CONCRETE, A MINIMUM 3000 PSI WITH 6"X6"/10 X 10 WELDEDWIRE FABRIC, AND 3' TRANSITION PER CITY OF CLEARWATER ENGINEERING CONSTRUCTIONSTANDARDS INDEX #103, PAGE 2/2.B.SIDEWALK PORTION PASSING THROUGH DRIVEWAY(S) SHALL BE 6" THICK, 3000 PSI FIBER MESH REINFORCED CONCRETE WITH 6"X6"/10 X 10 WELDED WIRE FABRIC PER CITY OF CLEARWATER ENGINEERING CONSTRUCTION STANDARDS INDEX #109, PAGE 1/5.C.SIDEWALKS TO BE CONSTRCUTED WITHIN THREE (3) DAYS AFTER REMOVAL AND SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. WHEN EXISTING SIDEWALK IS TO BEREMOVED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT.D.ANY CURB REMOVED OR DAMAGED SHALL BE REPLACED TO MATCH EXISTING CURB.E.ALL WORK WITHIN THE RIGHT-OF-WAY MUST MEET CITY STANDARDS.STRUCTURE NUMBERTYPEGRATENSEWNENWSESW1FDOT TYPE C*5.702.07------2.072FDOT TYPE C*5.702.22------2.223FDOT TYPE C*5.70----2.30-2.30-4FDOT TYPE C4.50------2.43-5GRATE IN VAULT4.90--------6RELOCATED3.88----1.60---(EXIST)7EXISTING3.881.451.45-1.70----8MANHOLE“-1.271.27-----9GRATE IN VAULT5.25--------* DENOTES TRAFFIC-BEARING, H-20 MINIMUMSTORM STRUCTURE CHART SSDFDCSMHTOP EL=4.02N IE=1.17G.I.TOP EL=3.57BOTTOM = 1.45CURB INLETTOP EL = 3.32NW I.E. = 1.63, 12X18 ERCPW I.E. = 1.59, 6" PVCSHELL PATHASPHALT PARKINGMASONRYWALLMASONRY WALLC/SW 2' VALLEYGUTTERDDCVA4.90117 LF 15"RCP@0.15%5.255.2595.355.355.705.946.186.426.006.246.606.406.006.246.6012" HDPE OUTFALL PIPE W/SKIMMER (SEE DETAIL)US INV= 1.70DS INV= 1.50MANHOLE ACCESS(TYP)STORMWATER VAULT(BY OTHERS)24.00 PILING(TYP. OF 5)ADJACENT BUILDINGFFE = 5.21'SSSDCOCOCOCOCOCOCOCOFDCGSMHTOP EL=4.02N IE=1.17G.I.TOP EL=3.88W I.E. = 1.70, 12" CLAYS I.E. = 1.45, 10" CLAYG.I.TOP EL=3.57BOTTOM = 1.45G.I.TOP EL=4.10BOTTOM = 1.8212" CLAYI.E. = 0.03G.I.TOP EL=3.88N I.E. = 1.56, 10" CLAYE I.E. = 1.60, 12" CLAYCURB INLETTOP EL = 3.32NW I.E. = 1.63, 12X18 ERCPW I.E. = 1.59, 6" PVCUTILITYVAULTC/S WITHBOLLARDS2' VALLEYGUTTERC/SWSHELL PATHASPHALT PARKINGMASONRYWALLMASONRY WALLC/SW 2' VALLEYGUTTERDDCVASEAWALLAPPROX LOCATION EXIST16" WATER MAIN16"X6" WET TAP6" GATE VALVE6" DCDA4" METER & DCVA5 LF 4" PVC WATER MAINPROP FH6 LF 6" C-900 FIRE MAIN16"X4" WET TAP4" GATE VALVE25 LF 6" DIPWATER MAIN16"X6" WET TAP6" GATE VALVEPROP FDC11 LF 4" C-900SEE MECH PLANSFOR CONT.25 LF 6" DIPWATER MAIN25 LF 4" DIPWATER MAINTIE INTO EXISTSVC CONN.FIELD VERIFYINVERT20 LF 6" PVC SS @1%10'X10' UTILITY EASEMENT(BY OTHERS)APPROX LOCATION EXIST12" DIP RECL. WATER MAIN12"X1" WET TAP1" GATE VALVE1" RECL. WATERMETERSEE LANDSCAPEPLAN FOR CONT.APPROX LOCATION EXIST4" WATER MAIN1" IRR. METER4"X1" WET TAP1" GATE VALVE5 LF 1" PVC WATER MAINPROP. WATER & FIRELINE FOR DOCKFACILITY, DETAILS, SIZE& SPECIFIATIONS BYOTHERS (TYP OF 2)STANDPIPE (TYP OF 2)BOARDWALK BOARDWALK MMMMMMMM15.50 24.00 15.5024.00NOTE: ALL PROPOSED UTILITIES FROM THERIGHT-OF-WAY TO THE PROPOSED BUILDINGSHALL BE PLACED UNDERGROUJND. ALL UNDERGROUND FIRE PROTECTION SYSTEMS SHOWN HEREON FORREFERENCE ONLY. ALL FIRE PROTECTION UNDERGROUND FIRE LINES SHALL BEINSTALLED PER NFPA-24 2013 EDITION BY A LICENSED CLASS 1, 2 OR 5 FIREPROTECTION SYSTEM CONTRACTOR WITH SEPARATE PERMIT AND PLANS.THE CITY OF CLEARWATER HAS A TRENCHING ORDINANCE WHICH STATES THATIF ANY TRENCH WORK 5 FEET OR GREATER IS TO BE CONDUCTED, A SEPARATETRENCH DIGGING PERMIT MUST BE APPLIED FOR THROUGH THE BUILDINGDEPARTMENT AND SUBMITTED FOR PLAN REVIEW. CONTRACTOR SHALL APPLYFOR SAID PERMIT FOR ALL WORK TO BE PERFORMED PURSUANT TO THETRENCH SAFETY ACT.PRIOR TO THE ISSUANCE OF ANY PERMITS FOR CONSTRUCTION EXCEPT FORCLEARING AND GRUBBING, DEMOLITION OR THE PROVISION OF FILL, ADJACENTABOVEGROUND UTILITIES SHALL BE PLACED UNDERGROUND UNLESSUNDERGROUNDING IS SHOWN TO BE IMPRACTICAL PURSUANT TO CDC SECTION3-912. ARCHITECT, ENGINEERS & CONSULTANTS VICINITY MAP LOCATION MAP NEW CONSTRUCTION DESCRIPTION OF WORK BUILDING DATA THESE DOCUMENTS ARE FOR THE CONSTRUCTION OF A NEW (8) STORY, NO MORE THAN 80'-0" AS MEASURED FROM DESIGN FLOOD ELEVATION THAT INCLUDES (1) LEVELS OF GROUND LEVEL UP PARKING FREE-STANDING BUILDING LOCATED IN THE CITY OF CLEARWATER BEACH IN THE MARINA DISTRICT. THE PROPOSED USE WILL BE A TYPE R-1 HOTEL (TRANSIENT) WITH (7) LEVELS TOTALING (91) UNITS ABOVE THE (1) LEVEL OF PARKING. A LOBBY WILL BE LOCATED IN THE LEVEL 2. THE BUILDING WILL ALSO INCLUDE A GROUND LEVEL POOL AND SUN DECK AND A LEVEL 2 BAR, KITCHEN AND LOUNGE WITH OUTDOOR TERRACE SEATING. THE BUILDINGS WILL BE CONSTRUCTED OF POURED CONCRETE FLOORS AND COLUMNS WITH EXTERIOR WALLS OF MASONRY WITH STUCCO AND COMPOSITE PANEL FINISHES. A MARINA, WILL BE ASSOCIATED WITH THIS PROPORTY INCLUDING (50) BOAT SLIPS. THE CONSTRUCTION OF ALL ASPECTS OF THE BUILDING WILL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL REGULATIONS AS REQUIRED. ALL WORK, AS CONTEMPLATED, WILL BE EXECUTED WITHIN THE APPLICABLE F.B.C. 2020 7TH EDITION AND FEMA GUIDELINES. ARCHITECTURE BRPH 2420 S. LAKEMONT AVENUE, SUITE 300 ORLANDO, FLORIDA 32814 P: (407) 228-1022; F: (407) 662-1958 JOSE G. BENITEZ jbenitez@brph.com WWW.BRPH.COM MEP AND FIRE PROTECTION ENGINEERS GRINER ENGINEERING, INC 3125 5TH AVENUE NORTH, SUITE 300 ST. PETERSBURG, FL 33713 TEL. (727) 822-2335 LIFE SAFETY CONSULTANT JENSEN-HUGHES 725 PRIMERA BOULEVARD, SUITE 215 LAKE MARY, FL 32746 TEL. (407) 647-373 CIVIL CONSULTANT MONTECKI & ASSOCIATES 5032 CHANCELLOR ST NE, ST. PETERSBURG, FL 33624 TEL. (727) 525-7674 CITY COUNCIL SUBMITTAL 10.14.2021 NOT TO SCALE NOT TO SCALE STRUCTURAL B&W STRUCTURAL 105 S. ALBANY AVE. TAMPA, FLORIDA 33606 TEL. (813) 374-2459, (941) 266-8465 A. SURVEY PARCEL ID B. OCCUPANCY TYPE C. CONSTRUCTION TYPE D. RISK CATEGORY E. AUTOMATIC SPRINKLER F. FIRE ALARM G. TOTAL A/C AREA: • GROUND FLOOR A/C AREA: • SECOND FLOOR A/C AREA: • THIRD FLOOR A/C AREA: • FOURTH FLOOR A/C AREA: • FIFTH FLOOR A/C AREA: • SIXTH FLOOR A/C AREA: • SEVEN FLOOR A/C AREA: • EIGHTH FLOOR A/C AREA: H. BUILDING HEIGHT DESIGN FLOOD ELEVATION LOT 9, BLOCK B AND LOT 10 BLOCK B, LOT 6-7-8-9-10-11-12 BLOCK C R-1 HOTEL (TYPE I-B ) II YES, SPRINKLER YES 111,088 GSF 2,180 GSF 15,070 GSF 15,869 GSF 15,869 GSF 15,869 GSF 15,869 GSF 15,869 GSF 14,493 GSF 80' ABOVE DESIGN FLOOD ELEVATION, 7 - STORIES ABV. PARKING "AE" ELE. 11' - 0" + 2' - 0" FREEBOARD = 13' 0" THIS DOCUMENT SUPERSEDES PREVIOUSLY APPROVED FLD2020-05012 FOR THE PROPERTY LOCATED AT 411 EAST SHORE DRIVE, CLEARWATER FLORIDA 33767 LAST SUBMITTED ON OCTOBER 30, 2019. WINDS (WINDS APPLIED PER ASCE 7-10, BUILDINGS OF ALL HEIGHTS ANALYTICAL METHOD) A. BASIC WIND SPEED B. BUILDING RISK CATEGORY C. WIND EXPOSURE D. APPLICABLE INTERNAL PRESSURE COEFFICIENT 150 MPH II C +/- .18 (ENCLOSED) LANDSCAPE CONSULTANT STURCH DESIGN GROUP 11411 CYPRESS PARK STREET, TAMPA, FL 33624 TEL. (813) 610-4525 MARINA CONSULTANT WOODS CONSULTING BRAEMOOR PLAZA, 1714 COUNTY RD 1, DUNEDIN, FL 34698 TEL. (727) 786-5747 MANDALAY CHANNELEAST SHORE DR.POINSETTA AVE.CAUSEWAY BLVD. PROJECT LOCATION MANDALAY CHANNEL CLEARWATER BAY GULF OF MEXICO LOCATION AREA Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:42 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 G-001 10/14/2021 COVER SHEET JOSE G. BENITEZ MIER AR95894 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767 HARBORVIEW HOTEL ARCHITECTURAL DRAWING INDEX A-101 OVERALL SITE PLAN ■ A-111 ENLARGED SITE PLAN, WEST ■ A-112 ENLARGED SITE PLAN, EAST ■ A-120 LEVEL 2 FLOOR PLAN ■ A-130 TYP. FLOOR PLAN ■ A-180 FLOOR PLAN - LEVEL 8 ■ A-201 EXTERIOR ELEVATIONS ■ A-202 EXTERIOR ELEVATIONS ■ A-203 COLOR EXTERIOR ELEVATIONS ■ A-204 COLOR EXTERIOR ELEVATIONS ■ A-401 ENLARGED UNIT PLAN ■ A-402 ENLARGED UNIT PLAN ■ A-403 ENLARGED UNIT PLAN ■ A-901 EXTERIOR RENDERING ■ A-902 EXTERIOR RENDERING ■ A-903 EXTERIOR RENDERING ■ A-904 EXTERIOR RENDERING ■ A-910 BUILDING MASSING STUDY ■ A-911 BUILDING MASSING STUDY ■ A-912 BUILDING MASSING STUDY ■ A-913 BUILDING MASSING STUDY ■ VP38VP37VP36VP35VP34VP33VP16VP17VP13VP14VP15VP18VP1VP2VP3VP7VP8VP4VP5VP6VP9VP26VP27VP25VP24VP23VP28VP12VP22VP32HC65HC67HC63HC64VP42VP43VP40VP41VP39VP62VP85VP86VP87VP88VP89VP90VP91VP92VP93VP94VP95VP96VP97VP98VP99VP100VP101VP107VP105VP102VP103VP75VP79VP81VP80VP82VP84VP73VP74VP76VP57VP59VP61VP56VP58VP60VP49VP53VP55VP50VP52VP54VP47VP44VP45VP46HC66VP83VP106VP104VP108VP109VP71VP69VP70VP72VP68VP48VP51VP77VP78RM3RM4RM2RM1VP21VP31VP11VP10VP20VP19VP30VP29UP UP UP UP BOARDWALKBOARDWALKACCESS TO BOARDWALK DNRAMPBUILDING ABOVE BUILDING SETBACK A-112 A5 A-111 A5 160' - 3"PARKING SETBACK5' - 0"5' - 0"10' - 8"M1 M2 M3 M4 M5 M6 M7 M8 H1 H2 H3 H4 H9 H8 H7 H5 H6 H11 H10H13 H12H15 H14H17 H16H18 H26 H27H24 H25H22 H23H20 H21H19 H28 H29 H30 H31 H35 H34H37 H36H39 H38H41 H40H42 H33 H32 SITE DATA TABLE CATEGORY REQUIRED ZONING TOURIST DISTRICT (T) RESORT FACILITIES HIGH (RFH)LAND USE DISTRICT ALTERNATE SETBACK RULES 0 FT. 18 FT. 20 FT. (25% OF THE BUILDING HEIGHT, 80 FT X 25% = 20 FT) SETBACKS D.F.E. ZONE "AE" (ELEV. 11.0') + 2'-0" OF FREEBOARD (13'-0") FINISHED FLOOR ELEVATION 13' - 0" D.F.E. (11' - 0" BFE + 2'-0" OF FREEBOARD) SITE AREA (BOTH SIDES) DENSITY 50 UNITS/ACRE (55 UNITS FOR 1.115 ACRES) BUILDING FOOTPRINT/COVERAGE BUILDING HEIGHT/ FLOORS 80 FT MAX. (ABOVE B.F.E. 11'-0" N.A.V.D +2'-0" FREEBOARD) 3.0 MAX. 145,660.73 SFFLOOR AREA RATIO (FAR) TOTALOF 113 PARKING SPACES MARINA: 1 PARKING SPACE/ 2 BOAT SLIP, 8 PUBLIC BOAT SLIPS = 4 SPACES MIN. HOTEL: 1.2 PARKING SPACE / UNIT, 91 UNITS = 109 PARKING SPACES MIN. 5 HANDICAP PARKING SPACES MIN. PARKING SPACES EXISTING LOT #1 UPLAND (ACROSS EAST BAY SHORE) LOT #2 UPLAND 11,499.22 SF 37,054.36 SF TOTAL UPLAND LOT #1 + LOT #2 48,553.58 SF 0.26 ACRES 0.85 ACRES 1.115 ACRES SUBMERGED AREA 51,023.62 SF 1.17 ACRES ZONE "AE" (ELEV. 11.0') + 2'-0" OF FREEBOARD (13'-0") RESORT FACILITIES HIGH (RFH) TOURIST DISTRICT (T) LOT #1 UPLAND (ACROSS EAST BAY SHORE) LOT #2 UPLAND 11,499.22 SF 37,054.36 SF TOTAL UPLAND LOT #1 + LOT #2 48,553.58 SF 0.26 ACRES 0.85 ACRES 1.115 ACRES SUBMERGED AREA 51,023.62 SF 1.17 ACRES BLDG. FRONT: BLDG. REAR: BLDG. NORTH SIDE: BLDG. SOUTH SIDE: 5 FT. 18 FT. 30 FT. 20 FT. PROPOSED RESORT FACILITIES HIGH (RFH) TOURIST DISTRICT (T) ZONE "AE" (ELEV. 11.0') + 2'-0" OF FREEBOARD (13'-0") 16'- 2" ELEV. OF FIRST HABITABLE FLOOR ABOVE GRADE 3'- 2" ELEV. OF FIRST HABITABLE FLOOR ABOVE D.F.E. 91 UNITS = 55 DENSITY / 8 RESERVE UNITS / 28 T.D.R. 18,032 SF 72' 8" (HIGHEST OCCUPIED FLOOR FROM GRADE) 80' (ABOVE D.F.E.) 8 FLOORS = 1 FLOOR (PARKING) + 7 HABITABLE FLOORS TOTAL OF 113 PARKING SPACES PROVIDED MARINA: 4 REGULAR PARKING SPACES (M1 - M4) HOTEL: 104 VALET PARKING SPACES, 5 ADA PARKING SPACES BICYCLE PARKING 1 PARKED BIKE PER 10 VEHICLE PARKING SPACES = 113/10 = 12 12 2.29 111,088 SF IMPERVIOUS SURFACE RATIO (ISR) 0.95 MAX. 46,125.90 SF 0.78 36,274 SF LOT #2 (EAST) LOT #1 (WEST) 20 FT. (25% OF THE BUILDING HEIGHT, 80 FT X 25% = 20 FT) 5 FT. (ALL PAVED SURFACES) 15 FT. 10 FT. 10 FT. 10 FT. LOT #2 (EAST) LOT #1 (WEST) OTHER: 5 FT. 10 FT. 10 FT. 10 FT. 5 FT. (ALL PAVED SURFACES) ALTERNATE SETBACK RULES LOT #2 (EAST) LOT #1 (WEST) N/A (SURFACE PARKING)50 FT MAX. (ABOVE B.F.E. 11'-0" N.A.V.D +2'-0" FREEBOARD) LOT #2 (EAST) LOT #1 (WEST) LOT #1 UPLAND (ACROSS EAST BAY SHORE) LOT #2 UPLAND 11,499.22 SF 37,054.36 SF TOTAL UPLAND LOT #1 + LOT #2 48,553.58 SF 0.26 ACRES 0.85 ACRES 1.115 ACRES SUBMERGED AREA 51,023.62 SF 1.17 ACRES BLDG. FRONT: BLDG. REAR: BLDG. NORTH SIDE: BLDG. SOUTH SIDE: OTHER: SITE LEGEND M# MARINA SLIPS H# HOTEL SLIPS Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:07:44 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-101 10/14/2021 OVERALL SITE PLAN JOSE G. BENITEZ MIER AR95894 1/16" = 1'-0"A1 LEVEL 1 OVERALL PLAN TRUE NORTH 0 8'16'32'48' 1/16" = 1'-0" VP 38 VP 37 VP 36 VP 35 VP 34 VP 33 VP16 VP17 VP13 VP14 VP15 VP18 VP1 VP2 VP3 VP7 VP8 VP4 VP5 VP6 VP9 VP 26 VP 27 VP 25 VP 24 VP 23 VP 28 VP12 VP 22 VP 32 R M3 R M4 RM2 RM1 VP 21 VP 31 VP11 VP10 VP 20 VP 19 VP 30 VP 29 POINSETTIA STREET NEW 10' CONCRETE SIDEWALK NEW 5' VINYL FENCE NEW CONCRETE DRIVEWAY APRON CONSTRUCTED WITHIN THE RIGHT- OF-WAY SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE & 3,000 PSI MIN. W/ 6"x6" / 10/10 WELDED WIRE FABRIC CLEAR SIGHT TRIANGLE CLEAR SIGHT TRIANGLE20' - 0" TYP.NEW 10' CONCRETE SIDEWALK 20' - 0" TYP. NEW PASSING TROUGH DRIVEWAY, REFER TO CIVIL NEW TRUNCATED WARNING DOMES ON EACH SIDE OF NEW DRIVEWAY PEDESTRIAN CROSSWALK SIGN W/ RECTANGULAR FLASHING BEACONS NEW PASSING TROUGH DRIVEWAY, REFER TO CIVIL PEDESTRIAN CROSSWALK SIGN W/ RECTANGULAR FLASHING BEACONS PROPERTY LINE 6'-4" PROPOSED DRAINAGE EASEMENT EAST SHORE DRIVE REQ. SETBACK 5' - 0" NO PAVED SURFACE PROPOSED SETBACK 6' - 4" NO PAVED SURFACE NEW 5' VINYL FENCE PROPOSED & REQ. SETBACK 5' - 0" NO PAVED SURFACE 1' - 0"10' - 0"PROPOSED & REQ. SETBACK5' - 0" NO PAVED SURFACE10' - 0"5' - 0"16' - 0"16' - 0"24' - 0"16' - 0"16' - 0" 1' - 4 1/4" 5' - 0" 88' - 0"103' - 0"3' - 8 1/8"94' - 6"4' - 11 1/4"PROPOSED & REQ. SETBACK5' - 0" NO PAVED SURFACE8' - 6" TYP.FROM CURB22' - 6"16' - 0" TYP. PROPERTY LINE9' - 0"9' - 0"18' - 0" 18' - 0"9' - 0"9' - 0"14' - 0"24' - 0"14' - 0" 1. ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL BE INSTALLED UNDERGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE. 2. IMPROVEMENTS TO THE SIDEWALK INCLUDING BRICK BANDING, CURB REPLACEMENT AND OTHER DETAILS AS APPLICABLE, BE CONSISTENT WITH BEACH BY DESIGN STANDARDS & THE SATISFACTION OF CITYSTAFF. 3. ALL LIGHTING TO BE PROPERLY "TURTLE" SHIELDED IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL STATUTES PER SECTION 110-506 - LIGHTING IN BEACH AREA. 4. ALL ELECTRICAL CONDUITS, PIPES, OR OTHER FEATURES THAT COULD BE SUBJECT TO IMPACT FROM VEHICULAR TRAFFIC SHALL BE PROTECTED FROM IMPACT DAMAGE WITH PIPE GUARDS OR SIMILAR MEASURES. 5. ALL LIGHTS TO BE LED TECHNOLOGY. 6. LIGHTING LEVELS IN PARKING LOT SHALL MEET OR EXCEED THE CURRENT MINIMUM ILLUMINATING ENGINEERING SOCIETY (EIS) STANDARDS GENERAL NOTES:PARKING LEGEND VALET PARKING SPACE #HANDICAP PARKING SPACE 8' - 6" TYP.16' - 0" TYP.5' - 0"12' - 0" TYP.19' - 0" TYP.M# REGULAR PARKING SPACE FOR MARINA 9' - 0" TYP.18' - 0" TYP.R HC # VP Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:07:46 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-111 10/14/2021 ENLARGED SITE PLAN, WEST JOSE G. BENITEZ MIER AR95894 1" = 10'-0"A5 ENLARGED PLAN, LEVEL 1, WEST N 0 5'10'20'30' 1" = 10' HC65HC67HC63HC64VP42 VP43 VP40 VP41 VP39 VP 62 VP 85 VP 86 VP 87 VP 88 VP 89 VP 90 VP 91 VP 92 VP 93 VP 94 VP 95 VP 96 VP 97 VP 98 VP 99 VP 100 VP 101 VP 107VP105 VP 102 VP 103 VP 75 VP 79 VP 81 VP 80 VP 82 VP 84 VP 73 VP 74 VP 76 VP 57 VP 59 VP 61 VP 56 VP 58 VP 60 VP 49 VP 53 VP 55 VP 50 VP 52 VP 54 VP 47 VP 44 VP 45 VP 46 HC66VP 83 VP 106 VP 104 VP 108 VP 109 VP 71VP69VP70 VP 72VP68 VP 48 VP 51 VP 77 VP 78 UP UP UP UP 142 SF LOBBY 564 SF LOBBY 59 SF MECH STAIR BOARDWALK BOARDWALK ELEV. ELEV. STAIR 1185 SF POOL 186 SF POOL EQUIP. 342 SF SPLASH PAD FIRE PIT CABANAS DN R A M P BUILDING ABOVE CABANAS SHADE ABOVE NEW PASSING TROUGH DRIVEWAY, REFER TO CIVIL PEDESTRIAN CROSSWALK SIGN W/ RECTANGULAR FLASHING BEACONS EAST SHORE DRIVE NEW TRUNCATED WARNING DOMES ON EACH SIDE OF NEW DRIVEWAY PEDESTRIAN CROSSWALK SIGN W/ RECTANGULAR FLASHING BEACONS NEW TRUNCATED WARNING DOMES ON EACH SIDE OF NEW DRIVEWAY NEW STAMPED BRICK PAVERS PASSING TROUGH DRIVEWAY CONSTRUCTED WITH A 6" THICK 3,000 PSI FIBER MESH REINFORCED CONCRETE W/ 6"x6" / 10/10 WELDED WIRE FABRIC NEW 10'-0" CONCRETE SIDEWALK 4" THICK CONCRETE 2,500 PSI W/ FIBERMESH (BOARDWALK ACCESS) CLEAR SIGHT TRIANGLE CLEAR SIGHT TRIANGLE NEW TRUNCATED WARNING DOMES ON EACH SIDE OF NEW DRIVEWAY CLEAR SIGHT TRIANGLE 20' - 0" TYP.CLEAR SIGHT TRIANGLE20' - 0" TYP.CLEAR SIGHT TRIANGLE20' - 0"CLEAR SIGHT TRIANGLE 20' - 0" NEW 5'-0" FENCE P O O L D E CK 20' - 0" TYP. ADA ACCESS TO BOARDWALK PLANTER PLANTER PLANTER NEW CONCRETE DRIVEWAY APRON CONSTRUCTED WITHIN THE RIGHT- OF-WAY SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE & 3,000 PSI MIN. W/ 6"x6" / 10/10 WELDED WIRE FABRIC PROPERTY LINE PROPERTY LINE PROPERTY LINE REQ. BLDG. SETBACK15' - 0" (CURB)NEW BICYCLE RACKS (6) NEW TRUNCATED WARNING DOMES ON EACH SIDE OF NEW DRIVEWAY NEW PASSING TROUGH DRIVEWAY, REFER TO CIVIL CLEAR SIGHT TRIANGLE CLEAR SIGHT TRIANGLE NEW TRUNCATED WARNING DOMES ON EACH SIDE OF NEW DRIVEWAY 20' (REQ. BLDG. SETBACK) 25' - 0" (PROPOSED)PROPOSED SETBACK5' - 0" BLDG.18' (REQ. BUILDING SETBACK)19' - 2" (PROPOSED)20' (REQ. BLDG. SETBACK) 36' - 9" (PROPOSED)15' - 0"SEA WALL PARKING SURFACE SETBACK5' - 0"SEA WALL SEA WALL PLANTER 15' - 0"5' (REQ. SURFACE PARKING SETBACK) 12' - 0" (PROPOSED) NEW 5' VINYL FENCE CLEAR SIGHT TRIANGLE CLEAR SIGHT TRIANGLE BUILDING FOOTPRINT ABOVE BUILDING FOOTPRINT ABOVE BUILDING FOOTPRINT ABOVE 6'-9" CLEARANCE BELOW STAIR LANDING 15' - 0" 10' - 5"79' - 10"59' - 4"10' - 8" 101' - 0 1/8"19' - 2"136' - 11"23' - 10"201 SF STORAGE 16' - 0"16' - 0"15' - 6"8' - 6"19' - 0"8' - 6" PROPOSED SETBACK 5' - 0" NO PAVED SURFACE 12' - 8"12' - 8"160 SF DUMPSTER15' ((REQ. BLDG. SETBACK FROM CURB)23' - 9 7/8" (PROPOSED)12' - 0"5' - 0"16' - 0"8' - 6" 8' - 6" 16' - 0"8' - 6"15' - 6"16' - 0"47' - 6"8' - 6"REQ. BLDG. SETBACK 20' - 0" REQ. PARKING SETBACK 5' - 0"20' - 0" TYP.5' - 0"5' - 0"24' - 0"8' - 6"15' - 6"15' - 6"8' - 6" 10' - 8"16' - 0"8' - 6" NEW BICYCLE RACKS (6) LOBBY ADMINISTRATION F & B KITCHEN GUESTROOM FITNESS HOTEL SERVICES BUILDING SERVICES VERTICAL CIRCULATION HORIZONTAL CIRCULATION POOL KID AREA PROGRAM LEGEND 1. ALL UTILITIES INCLUDING INDIVIDUAL DISTRIBUTION LINES SHALL BE INSTALLED UNDERGROUND UNLESS SUCH UNDERGROUNDING IS NOT PRACTICABLE. 2. IMPROVEMENTS TO THE SIDEWALK INCLUDING BRICK BANDING, CURB REPLACEMENT AND OTHER DETAILS AS APPLICABLE, BE CONSISTENT WITH BEACH BY DESIGN STANDARDS & THE SATISFACTION OF CITYSTAFF. 3. ALL LIGHTING TO BE PROPERLY "TURTLE" SHIELDED IN COMPLIANCE WITH LOCAL, STATE, AND FEDERAL STATUTES PER SECTION 110-506 - LIGHTING IN BEACH AREA. 4. ALL ELECTRICAL CONDUITS, PIPES, OR OTHER FEATURES THAT COULD BE SUBJECT TO IMPACT FROM VEHICULAR TRAFFIC SHALL BE PROTECTED FROM IMPACT DAMAGE WITH PIPE GUARDS OR SIMILAR MEASURES. 5. ALL LIGHTS TO BE LED TECHNOLOGY. 6. LIGHTING LEVELS IN PARKING LOT SHALL MEET OR EXCEED THE CURRENT MINIMUM ILLUMINATING ENGINEERING SOCIETY (EIS) STANDARDS GENERAL NOTES:PARKING LEGEND VALET PARKING SPACE #HANDICAP PARKING SPACE 8' - 6" TYP.16' - 0" TYP.5' - 0"12' - 0" TYP.19' - 0" TYP.M# REGULAR PARKING SPACE FOR MARINA 9' - 0" TYP.18' - 0" TYP.R HC # VP Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:07:48 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-112 10/14/2021 ENLARGED SITE PLAN, EAST JOSE G. BENITEZ MIER AR95894 1" = 10'-0"A5 ENLARGED SITE PLAN, LEVEL 1, EAST N 0 5'10'20'30' 1" = 10' UP UP UP A1 A-201 C2 A-202 C2 A-201 A1 A-202 534 SF KITCHEN 64 SF WOMEN 60 SF MEN ELEV. ELEV. STAIR STAIR BUILDING ABOVE ELEV. GAME AREA A1 A-203 C2 A-203 C2 A-204 A1 A-204 32' - 5"9' - 5"59' - 2"20' - 8"16' - 0"27' - 8"15' - 8"10' - 8"16' - 3"21' - 7"3' - 0" OPEN TO BELOW 1026 SF STAFFED LOBBY/ CHECK-IN/ CONCIERGE 104 SF FOH OFFICE 39 SF SHAFT 519 SF CIRCULATION 532 SF CIRCULATION 349 SF FITNESS 58 SF R.R. 1284 SF OUTDOOR TERRACE BUILDING ABOVE 308 SF ELETRICAL 1124 SF LOUNGE 139 SF MECH 23 SF STORAGE 232' - 6"8' - 10"12' - 6"31' - 4"12' - 6"7' - 0"72' - 2"32' - 0"28' - 0"15' - 6"14' - 5 1/4"90' - 0"LOBBY ADMINISTRATION F & B KITCHEN GUESTROOM FITNESS HOTEL SERVICES BUILDING SERVICES VERTICAL CIRCULATION HORIZONTAL CIRCULATION POOL KID AREA PROGRAM LEGEND GUESTROOM DISTRIBUTION CHART FLOOR TOTAL PER TYPE 2 3 4 5 6 7 8 2 BEDROOM , TYP 2 QUEEN + 1 KING + 1 SOFA (844 SF) 4 5 5 5 5 5 5 34 (37.4 %) 2 BEDROOM , MODIFY 2 KING + 1 SOFA (860 SF) 1 1 1 1 1 1 1 7 (7.7 %) 3 BEDROOM 2 QUEEN + 2 KING + SOFA BED (1,170 SF) 0 1 1 1 1 1 1 6 (6.6 %) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM A 2 QUEEN + 1 KING (978 SF) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM B 2 QUEEN + 1 KING (1,005 SF) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM C 2 KING + 1 SOFA BED (925 SF) PRESIDENTIAL 1 2 QUEEN + 1 KING + 1 SOFA BED (1,095 SF) 0 0 0 0 0 0 1 1 (1.1 %) PRESIDENTIAL 3 4 QUEEN + 1 KING + 1 SOFA BED (1,389 SF) PRESIDENTIAL 2 2 QUEEN + 1 KING + 1 SOFA BED (1,026 SF) TOTAL KEYS PER FLOOR 10 14 14 14 14 14 11 91 0 1 1 1 1 1 0 5 (5.5 %) 2 BEDROOM D 2 QUEEN + 1 KING + 1 SOFA BED (1,206 SF) 0 0 0 0 0 0 1 1 (1.1 %) 0 0 0 0 0 0 1 1 (1.1 %) 1 BEDROOM SUITE 1 KING + 1 SOFA BED (641 SF) 0 1 1 1 1 1 0 5 (5.5 %) 2 BEDROOM E, 1 QUEEN + 1 KING + 1 SOFA BED (647 SF) 2 2 2 2 2 2 0 12 (13.2%) 4 BEDROOM 4 QUEEN + 1 KING + 1 SOFA BED (1,318 SF) 0 0 0 0 0 0 1 1 (1.1 %) 1/8" = 1'-0"A4 LEVEL 2 FLOOR PLAN Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:08:15 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-120 10/14/2021 LEVEL 2 FLOOR PLAN JOSE G. BENITEZ MIER AR95894 N 0 4'8'16'24' 1/8" = 1'-0" UP UP LOBBY ADMINISTRATION F & B KITCHEN GUESTROOM FITNESS HOTEL SERVICES BUILDING SERVICES VERTICAL CIRCULATION HORIZONTAL CIRCULATION POOL KID AREA PROGRAM LEGEND GUESTROOM DISTRIBUTION CHART FLOOR TOTAL PER TYPE 2 3 4 5 6 7 8 2 BEDROOM , TYP 2 QUEEN + 1 KING + 1 SOFA (844 SF) 4 5 5 5 5 5 5 34 (37.4 %) 2 BEDROOM , MODIFY 2 KING + 1 SOFA (860 SF) 1 1 1 1 1 1 1 7 (7.7 %) 3 BEDROOM 2 QUEEN + 2 KING + SOFA BED (1,170 SF) 0 1 1 1 1 1 1 6 (6.6 %) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM A 2 QUEEN + 1 KING (978 SF) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM B 2 QUEEN + 1 KING (1,005 SF) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM C 2 KING + 1 SOFA BED (925 SF) PRESIDENTIAL 1 2 QUEEN + 1 KING + 1 SOFA BED (1,095 SF) 0 0 0 0 0 0 1 1 (1.1 %) PRESIDENTIAL 3 4 QUEEN + 1 KING + 1 SOFA BED (1,389 SF) PRESIDENTIAL 2 2 QUEEN + 1 KING + 1 SOFA BED (1,026 SF) TOTAL KEYS PER FLOOR 10 14 14 14 14 14 11 91 0 1 1 1 1 1 0 5 (5.5 %) 2 BEDROOM D 2 QUEEN + 1 KING + 1 SOFA BED (1,206 SF) 0 0 0 0 0 0 1 1 (1.1 %) 0 0 0 0 0 0 1 1 (1.1 %) 1 BEDROOM SUITE 1 KING + 1 SOFA BED (641 SF) 0 1 1 1 1 1 0 5 (5.5 %) 2 BEDROOM E, 1 QUEEN + 1 KING + 1 SOFA BED (647 SF) 2 2 2 2 2 2 0 12 (13.2%) 4 BEDROOM 4 QUEEN + 1 KING + 1 SOFA BED (1,318 SF) 0 0 0 0 0 0 1 1 (1.1 %) A1 A-201 C2 A-202 C2 A-201 A1 A-202 66 SF HKG 91 SF MECH/ STOR. 1724 SF CIRCULATION 62 SF ELEV. 62 SF ELEV. 163 SF STAIR 163 SF STAIR A1 A-203 C2 A-203 C2 A-204 A1 A-204 ROOF BELOW 58' - 3"13' - 0"13' - 0"16' - 9"20' - 8"17' - 0"12' - 10"12' - 10"27' - 4"16' - 3"21' - 7"3' - 0" 3' - 9"232' - 6"32' - 0"19' - 5"7' - 0"89' - 8"8' - 10"12' - 6"31' - 4"12' - 6"7' - 0"74' - 8"3' - 6"Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:08:20 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-130 10/14/2021 TYP. FLOOR PLAN JOSE G. BENITEZ MIER AR95894 1/8" = 1'-0"B1 TYPICAL FLOOR PLAN - LEVEL 3 - LEVEL 7 N 0 4'8'16'24' 1/8" = 1'-0" UP A1 A-201 C2 A-202 C2 A-201 A1 A-202 90 SF MECH/ STOR. 66 SF HKG 1666 SF CIRCULATION STAIR STAIR ELEV. A1 A-203 C2 A-203 C2 A-204 A1 A-204 BALCONY BELOW BALCONY BELOW BALCONY BELOW BALCONY BELOW BALCONY BELOW 5' - 1"27' - 4"25' - 10"13' - 0"13' - 0 3/4"16' - 8 1/4"20' - 8"29' - 10"12' - 10"27' - 4"16' - 3"17' - 9"6' - 10"8' - 10"9' - 0"40' - 0 1/4"4' - 3"3' - 0"7' - 0 3/4"74' - 8"7' - 2"43' - 10"20' - 2"3' - 0 3/4"80' - 4 1/4"3' - 6"5' - 2"232' - 6" GUESTROOM DISTRIBUTION CHART FLOOR TOTAL PER TYPE 2 3 4 5 6 7 8 2 BEDROOM , TYP 2 QUEEN + 1 KING + 1 SOFA (844 SF) 4 5 5 5 5 5 5 34 (37.4 %) 2 BEDROOM , MODIFY 2 KING + 1 SOFA (860 SF) 1 1 1 1 1 1 1 7 (7.7 %) 3 BEDROOM 2 QUEEN + 2 KING + SOFA BED (1,170 SF) 0 1 1 1 1 1 1 6 (6.6 %) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM A 2 QUEEN + 1 KING (978 SF) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM B 2 QUEEN + 1 KING (1,005 SF) 1 1 1 1 1 1 0 6 (6.6 %) 2 BEDROOM C 2 KING + 1 SOFA BED (925 SF) PRESIDENTIAL 1 2 QUEEN + 1 KING + 1 SOFA BED (1,095 SF) 0 0 0 0 0 0 1 1 (1.1 %) PRESIDENTIAL 3 4 QUEEN + 1 KING + 1 SOFA BED (1,389 SF) PRESIDENTIAL 2 2 QUEEN + 1 KING + 1 SOFA BED (1,026 SF) TOTAL KEYS PER FLOOR 10 14 14 14 14 14 11 91 0 1 1 1 1 1 0 5 (5.5 %) 2 BEDROOM D 2 QUEEN + 1 KING + 1 SOFA BED (1,206 SF) 0 0 0 0 0 0 1 1 (1.1 %) 0 0 0 0 0 0 1 1 (1.1 %) 1 BEDROOM SUITE 1 KING + 1 SOFA BED (641 SF) 0 1 1 1 1 1 0 5 (5.5 %) 2 BEDROOM E, 1 QUEEN + 1 KING + 1 SOFA BED (647 SF) 2 2 2 2 2 2 0 12 (13.2%) 4 BEDROOM 4 QUEEN + 1 KING + 1 SOFA BED (1,318 SF) 0 0 0 0 0 0 1 1 (1.1 %) LOBBY ADMINISTRATION F & B KITCHEN GUESTROOM FITNESS HOTEL SERVICES BUILDING SERVICES VERTICAL CIRCULATION HORIZONTAL CIRCULATION POOL KID AREA PROGRAM LEGEND Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:08:25 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-180 10/14/2021 FLOOR PLAN - LEVEL 8 JOSE G. BENITEZ MIER AR95894 1/8" = 1'-0"B1 FLOOR PLAN - LEVEL 8 N 0 4'8'16'24' 1/8" = 1'-0" A1 A-201 C2 A-202 C2 A-201 A1 A-202 A1 A-203 C2 A-203 C2 A-204 A1 A-204 ELEVATOR OVER RUN ELEVATOR OVER RUN STAIR EXIT 45' - 6 1/2"16' - 4 1/4"26' - 0 3/4"16' - 8 1/4"20' - 8"16' - 0"26' - 8"16' - 8"51' - 6"11' - 7 5/8"9' - 4 1/8"37' - 7 3/8"13' - 8 1/2"7' - 4 1/2"6' - 8"10' - 2"28' - 1"33' - 11"16' - 3 1/2"41' - 1 1/2"15' - 3"236' - 1 3/4"79' - 8"72' - 8"Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:08:29 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-191 05/13/14 ROOF PLAN JOSE G. BENITEZ MIER AR95894 0 4'8'16'24' 1/8" = 1'-0" N 1/8" = 1'-0"A1 ROOF PLAN LEVEL 1 0' -0" LEVEL 2 10' -8" LEVEL 3 22' -8" LEVEL 4 32' -8" LEVEL 5 42' -8" LEVEL 6 52' -8" LEVEL 7 62' -8" LEVEL 8 72' -8" ROOF SURFACE 84' -8" T.O. PARAPET 88' -2" B.F.E. 5' -6" D.F.E. 7' -6"PARAPET3' - 6"FROM D.F.E.77' - 2"7' - 6"(+5.5' N.A.V.D) (+11' N.A.V.D.) (+13' N.A.V.D.)FROM GRADE84' - 8"3' - 2" (FIRST HABITABLE FLOOR)(FIRST HABITABLE FLOOR)ELEV. OVERRUN10' - 0"LEVEL 1 0' -0" LEVEL 2 10' -8" LEVEL 3 22' -8" LEVEL 4 32' -8" LEVEL 5 42' -8" LEVEL 6 52' -8" LEVEL 7 62' -8" LEVEL 8 72' -8" ROOF SURFACE 84' -8" T.O. PARAPET 88' -2" (+5.5' N.A.V.D) (+11' N.A.V.D.) B.F.E. 5' -6" D.F.E. 7' -6"(+13' N.A.V.D.)FROM D.F.E.3' - 2" (FIRST HABITABLE FLOOR)PARAPET3' - 6"FROM D.F.E.77' - 2"FROM GRADE84' - 8"(FIRST HABITABLE FLOOR)ELEV. OVERRUN10' - 0"ELEV. OVERRUN10' - 0"Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:08:55 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-201 10/14/2021 EXTERIOR ELEVATIONS JOSE G. BENITEZ MIER AR95894 0 4'8'16'24' 1/8" = 1'-0"1/8" = 1'-0"A1 EAST ELEVATION 1/8" = 1'-0"C2 NORTH ELEVATION LEVEL 1 0' -0" LEVEL 2 10' -8" LEVEL 3 22' -8" LEVEL 4 32' -8" LEVEL 5 42' -8" LEVEL 6 52' -8" LEVEL 7 62' -8" LEVEL 8 72' -8" ROOF SURFACE 84' -8" T.O. PARAPET 88' -2" B.F.E. 5' -6" D.F.E. 7' -6" (+5.5' N.A.V.D) (+11' N.A.V.D.) (+13' N.A.V.D.)FROM GRADE84' - 8"FROM D.F.E.3' - 2" (FIRST HABITABLE FLOOR)PARAPET3' - 6"FROM D.F.E.77' - 2"7' - 6"(FIRST HABITABLE FLOOR)ELEV. OVERRUN10' - 0"ELEV. OVERRUN10' - 0"LEVEL 1 0' -0" LEVEL 2 10' -8" LEVEL 3 22' -8" LEVEL 4 32' -8" LEVEL 5 42' -8" LEVEL 6 52' -8" LEVEL 7 62' -8" LEVEL 8 72' -8" ROOF SURFACE 84' -8" T.O. PARAPET 88' -2" B.F.E. 5' -6" D.F.E. 7' -6"FROM GRADE84' - 8"FROM D.F.E.3' - 2" (FIRST HABITABLE FLOOR)7' - 6"FROM D.F.E.77' - 2"PARAPET3' - 6"(+5.5' N.A.V.D) (+11' N.A.V.D.) (+13' N.A.V.D.) (FIRST HABITABLE FLOOR)ELEV. OVERRUN10' - 0"Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:09:22 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-202 10/14/2021 EXTERIOR ELEVATIONS JOSE G. BENITEZ MIER AR95894 0 4'8'16'24' 1/8" = 1'-0" 1/8" = 1'-0"C2 SOUTH ELEVATION 1/8" = 1'-0"A1 WEST ELEVATION DIRECT-APPLIED SYNTHETIC STUCCO SYSTEM IMPACT-RATED ALUMINUM STOREFRONT W/ LAMINATED INSULATING GLAZING IMPACT-RATED ALUMINUM CURTAIN WALL W/ LAMINATED INSULATING GLAZING IMPACT-RATED ALUMINUM WINDOW W/ LAMINATED INSULATING GLAZING NOT USED REVEAL ALUMINUM COMPOSITE PANELS, FIRE RESISTANT CORE, BLUE GRAY COMPOSITE WOODEN PANEL GLASS RAILING ALUMINUM COMPOSITE PANELS, FIRE RESISTANT CORE, GRAY NOT USED PERFORATED METAL PANEL, PRINTED GRAPHIC WOOD LOOK METAL SOFFIT DECORATIVED PERFORATED METAL PANEL SCREEN STRUCTURE COLUMN WITH COLUMN SURROUND REMOVABLE FABRIC SHADE CABANA EXTERIOR MATERIAL: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 07 13 02 040102 01 011102 05 0104 0307 01 08 02 03 01 150702 02 07 13 08 16 17 02 02 1008 02 09 09 10 01 09 06 131415 01 06 01 09 07 0102 13 04 02 02 08 14 01 02 07 09 10 17 Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:09:54 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-203 10/14/2021 COLOR EXTERIOR ELEVATIONS JOSE G. BENITEZ MIER AR95894 1/8" = 1'-0"A1 EAST ELEVATION COLOR 1/8" = 1'-0"C2 NORTH ELEVATION COLOR 0 4'8'16'24' 1/8" = 1'-0" 0104 07 08 02 01 08 02 01 08 05 13 09 07 09 12 DIRECT-APPLIED SYNTHETIC STUCCO SYSTEM IMPACT-RATED ALUMINUM STOREFRONT W/ LAMINATED INSULATING GLAZING IMPACT-RATED ALUMINUM CURTAIN WALL W/ LAMINATED INSULATING GLAZING IMPACT-RATED ALUMINUM WINDOW W/ LAMINATED INSULATING GLAZING NOT USED REVEAL ALUMINUM COMPOSITE PANELS, FIRE RESISTANT CORE, BLUE GRAY COMPOSITE WOODEN PANEL GLASS RAILING ALUMINUM COMPOSITE PANELS, FIRE RESISTANT CORE, GRAY NOT USED PERFORATED METAL PANEL, PRINTED GRAPHIC WOOD LOOK METAL SOFFIT DECORATIVED PERFORATED METAL PANEL SCREEN STRUCTURE COLUMN WITH COLUMN SURROUND REMOVABLE FABRIC SHADE CABANA EXTERIOR MATERIAL: 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 17 01 04 03 06 07 01 09 08 0407 13 09 01 02 03 04 08 01 04 030101 02 01 02 14 0701 10 03 03 07 13 01 14 14 Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:10:25 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-204 10/14/2021 COLOR EXTERIOR ELEVATIONS JOSE G. BENITEZ MIER AR95894 1/8" = 1'-0"C2 SOUTH ELEVATION COLOR 1/8" = 1'-0"A1 WEST ELEVATION COLOR 0 4'8'16'24' 1/8" = 1'-0" 12' - 8"29' - 7 3/4" 18' - 2 1/4"11' - 5 1/2"9' - 5 1/4"26' - 2"OWNER'S CLOSET 861 SF 2BR MODIFY 104 SF 2BR MODIFY 31' - 4"26' - 11"26' - 11"7"8' - 2"5' - 8"9' - 6"3' - 0"37' - 2" OWNER'S CLOSET 978 SF 2BR A 126 SF 2BR A 16' - 7"7' - 5"13' - 2" 40' - 2"12' - 6"14' - 5"17' - 7"19' - 7" 37' - 2"3' - 0"23' - 11"7"27' - 6"5' - 6 3/4"26' - 11"OWNER'S CLOSET 1005 SF 2BR B 126 SF 2BR B 20' - 0"10' - 0"30' - 0"OWNER'S CLOSET 925 SF 2BR C 320 SF 2BR C 17' - 1"13' - 4" 30' - 5" 19' - 0"21' - 0"11' - 10"18' - 2"7' - 6 3/4"10' - 9"28' - 10"11' - 2" OWNER'S CLOSET OWNER'S CLOSET 1206 SF 2BR D 379 SF 2BR D 40' - 0"30' - 0"14' - 2"15' - 5"13' - 9 3/4"5' - 0"10' - 5"10' - 9"31' - 4"29' - 2 3/4" OWNER'S CLOSET 1723 SF CIRCULATION 841 SF 2BR TYP. 110 SF 2BR TYP. 1/4" = 1'-0"D3 2 BR MODIFY, 2K+1 SOFA 1/4" = 1'-0"B1 2BR A, 2Q+1K 1/4" = 1'-0"B3 2BR B, 2Q+1K 1/4" = 1'-0"B6 2BR C, 2K+1SOFA 1/4" = 1'-0"D6 2BR D, 1K+2Q+1SOFA Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:10:57 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-401 10/14/2021 ENLARGED UNIT PLAN JOSE G. BENITEZ MIER AR95894 0 2'4'8'12' 1/4" = 1'-0" TYPICAL FLOOR KEY PLAN 1/4" = 1'-0"D1 2BR TYPICAL (2Q+1K+1 SOFA) 10' - 0"22' - 10"9' - 6 1/2"10' - 5"32' - 10"32' - 10"19' - 11 1/2" 647 SF 2BR E 102 SF 2BR E 5' - 1"14' - 11"10' - 5" 30' - 5"3' - 5 3/4"6' - 5"10' - 2 1/2"9' - 2 1/4"21' - 2"16' - 7 1/2"10' - 2 1/4"15' - 0 3/4"21' - 8 3/4"1093 SF PRESIDENTIAL1 395 SF PRESIDENTIAL1 17' - 6"16' - 4 3/4" 33' - 10 3/4"10' - 0"14' - 8 1/2"5' - 8 1/2"26' - 2"3' - 0 3/4"24' - 8 1/2"10' - 2 3/4"10' - 0" 1026 SF PRESIDENTIAL2 338 SF PRESIDENTIAL243' - 3 1/4"6' - 0 3/4"49' - 4"8' - 3"12' - 0 1/4"11' - 7"14' - 5"12' - 11"10' - 5"9' - 11 1/4" 33' - 3 1/4" 2' - 6 3/4"33' - 4" PANTRY 1386 SF PRESIDENTIAL3 2' - 1 3/4" 679 SF PRESIDENTIAL316' - 10"9' - 4"10' - 5 1/4"22' - 10"10' - 5"6' - 0 3/4"9' - 5 1/4"26' - 2"49' - 9" 19' - 5 1/4"10' - 0"10' - 10"9' - 5 3/4"17' - 1"OWNER'S CLOSET 1167 SF 3BR 161 SF 3BR 6' - 8 1/4"30' - 4"20' - 5" 10' - 5"10' - 0"14' - 5 1/2"17' - 4 1/2"641 SF 1BR SUITE 118 SF 1BR SUITE Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:29 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-402 10/14/2021 ENLARGED UNIT PLAN JOSE G. BENITEZ MIER AR95894 1/4" = 1'-0"D1 2BR E, 1Q+1K+1SOFA 1/4" = 1'-0"D5 PRESIDENTIAL 1, 2Q+1K+1SOFA 1/4" = 1'-0"B5 PRESIDENTIAL 2, 2Q+1K+1SOFA 1/4" = 1'-0"A1 PRESIDENTIAL 3, 4Q+1K+1SOFA 1/4" = 1'-0"D3 3BR, 2Q+2K+1SOFA 1/4" = 1'-0"B3 1BR SUITE, 1K+1SOFA 0 2'4'8'12' 1/4" = 1'-0" LEVEL 8 KEY PLAN 1319 SF 4BR 208 SF 4BR10' - 5 3/4"7' - 5"14' - 11 1/4"6' - 6 3/4"5' - 5 3/4"10' - 5"9' - 1"5' - 10 3/4"9' - 6 1/2"6' - 6 3/4"32' - 10"40' - 5"10' - 5 3/4"10' - 11"11' - 5 1/4"Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:32 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-403 10/14/2021 ENLARGED UNIT PLAN JOSE G. BENITEZ MIER AR95894 0 2'4'8'12' 1/4" = 1'-0" LEVEL 8 KEY PLAN 1/4" = 1'-0"B5 4BR, 4Q+1K+1SOFA Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:32 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-901 10/14/2021 EXTERIOR RENDERING JOSE G. BENITEZ MIER AR95894FRONT ENTRY WEST ELEVATION Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:32 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-902 10/14/2021 EXTERIOR RENDERING JOSE G. BENITEZ MIER AR95894 MARINA SIDE EAST ELEVATION Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:33 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-903 10/14/2021 EXTERIOR RENDERING JOSE G. BENITEZ MIER AR95894MARINA SIDE EAST ELEVATION Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:33 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-904 10/14/2021 EXTERIOR RENDERING JOSE G. BENITEZ MIER AR95894FRONT NORTH WEST ELEVATION S O U T H S ID E S E T B A C K 2 0 ' - 0 " B U IL D IN G EAST REAR SETBACK 18' - 0" BUILDING EAST RE AR SETBACK 18' - 0" BUILDING P A R K IN G S E T B A C K 5 ' - 0 " P AR KIN G S ETB A C K 5' - 0" N O R T H S ID E S E T B A C K 2 0 ' - 0 " B U IL D IN G ABOVE ROOF SURFACE10' - 0"77' - 2" ABOVE D.F.E.7' - 6" ABOVE GRADE3' - 2" ABOVE D.F.E.2 2 5 ' - 8 " 40' - 0" 3 0 ' - 0 "2 8 ' - 3 "2 5 ' - 1 0 "1 7 ' - 1 1 "1 7 ' - 5 "4 2 ' - 5 "1 2 ' - 0 " 1 8 ' - 0 "3 3 ' - 1 0 "7' - 2" 5' - 2" 6' - 8" 5' - 2" 17' - 10" 4 2 ' - 0 "1 6 ' - 3 "2 5 ' - 1 0 "1 7 ' - 1 1 "1 7 ' - 5 "4 2 ' - 5 "1 2 ' - 0 " 1 8 ' - 0 "1 6 ' - 1 "2 1 ' - 7 "43' - 10" 20' - 2" 32' - 0" 19' - 5" 32' - 0" 8 7 ' - 1 0 "1 7 ' - 1 1 "9 ' - 1 0 "7 ' - 7 "4 2 ' - 5 "1 2 ' - 0 "1 8 ' - 0 "1 6 ' - 1 "2 1 ' - 7 "64' - 0" 2 2 5 ' - 8 "1 8 ' - 9 "8 6 ' - 3 "1 9 ' - 2 "30' - 0" Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:35 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-910 10/14/2021 BUILDING MASSING STUDY JOSE G. BENITEZ MIER AR95894 A1 BUILDING MASSING STUDY 01 NORTHSIDE SETBACK 20' - 0" BUILDING PARKING SETBACK 5' - 0" 225' - 8" 4 4 ' - 4 "4 3' - 1 0"2 0 ' - 2 "77' - 2" ABOVE D.F.E.7' - 6" ABOVE GRADE10' - 0" ABOVE ROOF SURFACE30' - 0" 28' - 3" 25' - 10" 17' - 11" 17' - 5" 42' - 5" 12' - 0" 18' - 0" 33' - 10" 30' - 0" 28' - 3" 25' - 10" 17' - 11" 17' - 5" 42' - 5" 12' - 0" 18' - 0" 33' - 10" 7 ' - 2"5 ' - 2"3 ' - 2 "6 ' - 8 "6 ' - 8 "17 ' - 10 "3 ' - 0 "3' - 0 "1 2 ' - 6 "31 ' - 4"1 2 ' - 6 "5 6 ' - 4 "64 ' - 0"4 0 ' - 0 "4' - 4 "18' - 9" 86' - 3" 10' - 7" 8' - 7" 3 ' - 0 "Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:36 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-911 10/14/2021 BUILDING MASSING STUDY JOSE G. BENITEZ MIER AR95894 A1 BUILDING MASSING STUDY 02 N O R T H S ID E S E T B A C K 2 0 ' - 0 "F R O N T S E T B A C K 5' - 0" P A R K IN G S E T B A C K 5 ' - 0 "P A R KIN G S E T B A C K 5' - 0" 43' - 10" 20' - 2" 40' - 0" 4' - 4" 12' - 6" 31' - 4" 12' - 6"77' - 2" ABOVE D.F.E.10' - 0" ABOVE ROOF SURFACE2 6 ' - 4 "1 0 ' - 5 "1 6 ' - 5 "2 6 ' - 0 "1 6 ' - 1 0 "2 0 ' - 7 "1 7 ' - 0 "2 5 ' - 8 "2 7 ' - 4 "2 1 ' - 1 "1 2 ' - 1 1 "2 2 0 ' - 7 "4' - 4" 5' - 2" 5' - 2" 4' - 0" 4' - 11" 5' - 1" 3 2 ' - 5 "9 ' - 5 "1 6 ' - 5 "2 6 ' - 0 "1 6 ' - 1 0 "2 0 ' - 7 "1 7 ' - 0 "2 5 ' - 8 "2 7 ' - 4 "1 6 ' - 3 "2 1 ' - 7 " 1 0 ' - 5 "1 5 ' - 5 "2 8 ' - 0 "1 5 ' - 1 0 "2 0 ' - 7 "1 6 ' - 0 "2 7 ' - 8 "1 5 ' - 8 "1 0 ' - 8 "2 1 ' - 1 1 3 /4 "1 4 ' - 8 " 3' - 4 1/2" 5' - 11" 3' - 4" 4' - 11" 14' - 8" 6 1/2" Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:38 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-912 10/14/2021 BUILDING MASSING STUDY JOSE G. BENITEZ MIER AR95894 A1 BUILDING MASSING STUDY 03 SOUTH SIDE SETBACK 20' - 0" BUILDING NORTHSIDE SETBACK 20' - 0" BUILDING F R O N T S E T B A C K5' - 0 " E A S T R E A R S E T B A CK 1 8 ' - 0 " B U IL D IN G 'PARKING SETBACK 5' - 0" P A R K I N G S E T B A C K5' - 0 "10' - 0" TO ROOF SURFACE72' - 8" ABOVE GRADE77' - 2" ABOVE D.F.E.225' - 8" 4 0 ' - 0 " 5 ' - 1 " 2 0 ' - 2 " 4 3 ' - 1 0 " 7 ' - 2 "10' - 8" ABOVE GRADE3' - 2" ABOVE D.F.E.5' - 1" 26' - 4" 26' - 10" 26' - 0" 16' - 10" 20' - 7" 17' - 0" 25' - 8" 16' - 8" 31' - 9" 12' - 11" 5 ' - 2 " 5 ' - 2 "4 ' - 4 "225' - 8" 32' - 5" 9' - 5" 16' - 5" 26' - 0" 16' - 10" 20' - 7" 17' - 0" 25' - 8" 27' - 4" 16' - 3" 21' - 7" 15' - 5" 28' - 0" 15' - 10" 20' - 7" 16' - 0" 27' - 8" 26' - 4" 3 ' - 1 1 " 3 ' - 4 "3 ' - 4 " Architects Engineers, Inc. www.brph.com Copyright © 2021 2420 S. Lakemont Avenue | Suite 300 Orlando | Florida | 32814 T 407-896-9301 | F 407-896-9304 FL Architectural Business Qualifier #AR97680 Board of Professional Engineers License #1439 These plans are protected by Federal Copyright protection. Unauthorized use may result in an infringement action. Offices in Melbourne, Orlando, Boca Raton, Atlanta, Lynnwood, Charleston and Huntsville DOCUMENT HISTORY DRAWING NO. TITLE PROJECT NUMBER DRAWN BY DESIGNED BY ARCH/ENGR OF RECORD DATE NOT FOR CONSTRUCTION 54321 6 A B C D E 30x42 - 12/16/20 copyright 2021C:\Users\jjqiu\Documents\Harbor ViewCondo-Hotel_May_2021_jjqiu.rvt10/12/2021 3:11:39 PMHARBORVIEW HOTELDesigner Author 411 EAST SHORE DRIVE, CLEARWATER, FLORIDA 33767C08345.001.00 A-913 10/14/2021 BUILDING MASSING STUDY JOSE G. BENITEZ MIER AR95894 A1 BUILDING MASSING STUDY 04 HARBORVIEW HOTELSCALE: NTS WOODS CONSULTING411EAST SHOREFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVALTABLE OFCONTENTS10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 0TABLE OF CONTENTSSHEET 0 - TABLE OF CONTENTSSHEET 1 - LOCATION MAPSHEET 2 - EXISTING CONDITIONS WITH COLOR AERIALSHEET 3 - PROJECT OVERVIEWSHEET 4 - NORTH DOCK A WITH DIMENSIONSSHEET 5 - SOUTH DOCK B WITH DIMENSIONSSHEET 6 - BOARDWALK WITH DIMENSIONSSHEET 7 - DIMENSIONAL STANDARDS: SETBACKS, OVERALL WIDTH AND LENGTHSSHEET 8 - CROSS SECTION A-A' NORTH DOCKSHEET 9 - CROSS SECTION B-B' SOUTH DOCKSHEET 10 - CROSS SECTION C-C' BOARDWALKSHEET 11 - SUBMERGED AQUATIC VEGETATION AND WATER DEPTHS AT MLWSHEET 12 - FIXED DOCK DETAILSSHEET 13 - FIXED DOCK DETAILSSHEET 14 - FIXED DOCK DETAILSSHEET 15 - BOARDWALK DETAILSSHEET 16 - PILE-WRAPPING DETAILSSHEET 17 - TURBIDITY CURTAINSSHEET 18 - WIDTH OF WATERWAYSHEET 19 - FIRE PROTECTION & WATER PLANSHEET 20 - FIRE PROTECTION & WATER PLANSHEET 21 - ELECTRICAL PEDESTALS NPROJECT LOCATION400, 405, 408, 409 & 411EAST SHORE DRIVECLEARWATER, FL. 33767PINELLAS COUNTYHARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 1411EAST SHORELOCATIONMAP H1H2H4H3259.8'48.9'221.5'32.3'217'298.4'55.0'EXTENDED PROPERTY LINEEXTENDED PROPERTY LINEH1M1= MARINA SLIPS #1- #8= HOTEL SLIPS #1- #42H5H6H10H7H8H9H12H14H16H18H11H13H15H17H42H40H38H36H34H32H31H30H19H21H23H25H27H29H20H22H24H26H28H33H35H37H39H41M1M3M5M7M2M4M6M8H1M1= MARINA SLIPS #1- #8= HOTEL SLIPS #1- #42NVP 38VP37VP36VP35VP34VP33VP16VP17VP13VP14VP15VP18VP1VP2VP3VP7VP8VP4VP5VP6VP9VP26VP27VP25VP24VP23VP28VP12VP22VP32 HC 65HC 67HC 63HC 64VP42 VP43VP40 VP41VP39 VP 62VP 85VP86VP 87VP88VP 89VP90VP 91VP92VP 93VP94VP 95VP96VP 97VP 98VP 99VP 100VP 101VP 107VP105 VP 102VP 103VP 75 VP 79 VP 81 VP 80 VP 82 VP 84 VP 73 VP 74 VP 76 VP 57 VP 59 VP 61 VP 56 VP 58 VP 60 VP 49 VP 53 VP 55 VP 50 VP 52 VP 54 VP 47VP 44 VP 45 VP 46 HC 66VP 83 VP 106 VP 104VP 108 VP 109 VP 71VP69VP70 VP 72VP68 VP 48 VP 51 VP 77 VP 78 R M3RM4RM2RM1VP21VP31VP11VP10VP20VP19VP30VP29 NHARBORVIEW HOTELSCALE: 1"=80' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 3411EAST SHOREPROJECTOVERVIEW 30.0'30.5'31.031.0'31.0'15.5'40' TYP4.0' TYP86.0'40' TYP4.0' TYP6.0'4.0' TYP6.0'15.5'40' TYP8.0'H1H2H4H3259.8'48.9'217'298.4'55.0'EXTENDED PROPERTY LINEH1M1= MARINA SLIPS #1- #8= HOTEL SLIPS #1- #42H5H6H10H7H8H9H12H14H16H18H11H13H15H17M1M3M5M7M2M4M6M8NHC67VP85VP86VP87VP88VP89VP90VP91VP92VP93VP94VP95VP96VP97VP98VP99VP100VP101VP 107VP105 VP102VP103VP80 VP82 VP84VP74VP76VP59VP61 VP 106 VP104VP 108VP109VP72VP78 HARBORVIEW HOTELSCALE: 1"=40' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 4411EAST SHORENORTH DOCKA WITHDIMENSIONSASEE SHEET 8 FOR CROSS SECTION A - A'A'N 4.0' TYP40' TYP15.5'30.5'31.0'31.0'76.0'4.0' TYP30.0'31.0'40' TYP4.0' TYP8.0'6.0'30' TYP221.5'32.3'217'298.4'55.0'EXTENDED PROPERTY LINEH6H10H7H8H9H12H14H16H18H11H13H15H17H42H40H38H36H34H32H31H30H19H21H23H25H27H29H20H22H24H26H28H33H35H37H39H41H1M1= MARINA SLIPS #1- #8= HOTEL SLIPS #1- #42HC65HC67HC63HC64VP42VP43VP62VP85VP 86VP87VP88VP89VP90VP91VP92VP46 HC66EFGHJ VP 71VP69VP70 VP 72VP68 NHARBORVIEW HOTELSCALE: 1"=40' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 5411EAST SHORESOUTH DOCKB WITHDIMENSIONSBSEE SHEET 9 FOR CROSS SECTION B - B'B' EXTENDED PROPERTY LINEEXTENDED PROPERTY LINEN VP 38VP37VP36VP35VP34VP33VP16VP17VP14VP15VP18VP7VP8VP5VP6VP9VP26VP27VP25VP24VP23VP28 HC 65HC67HC 63HC64VP42VP43VP40VP41VP39 VP62VP 85VP86VP 87VP88VP 89VP90VP 91VP92VP 93VP94VP 95VP96VP 97VP 98VP 99VP 100VP 101VP 107VP105 VP 102VP 103VP75 VP79 VP81 VP 80 VP 82 VP 84 VP73 VP 74 VP 76 VP 57 VP 59 VP 61 VP56 VP58 VP60 VP 49 VP 53 VP 55 VP50 VP52 VP54VP47VP44 VP 45 VP 46 HC 66VP83 VP 106 VP 104VP 108 VP 109 UP UP UP1ABCD E F G H J 3 4 5 6 7 8 9 10 12 13 14211 VP 71VP69VP70 VP 72VP68 VP 48 VP 51 VP77 VP 78 R M3RM4RM2RM1 NHARBORVIEW HOTELSCALE: 1"=70' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 6411EAST SHOREBOARDWALKWITHDIMENSIONS177.1'30.4'117.4'15.0' TYPCC'SEE SHEET 10 FOR BOARDWALK CROSS SECTION C-C' 259.8'48.9'221.5'32.3'217'298.4'55.0'EXTENDED PROPERTY LINEEXTENDED PROPERTY LINEN VP 38VP37VP36VP35VP34VP33VP16VP17VP14VP15VP18VP7VP8VP5VP6VP9VP26VP27VP25VP24VP23VP28 HC 65HC67HC 63HC64VP42VP43VP40VP41VP39 VP62VP 85VP86VP 87VP88VP 89VP90VP 91VP92VP 93VP94VP 95VP96VP 97VP 98VP 99VP 100VP 101VP 107VP105 VP 102VP 103VP75 VP79 VP81 VP 80 VP 82 VP 84 VP73 VP 74 VP 76 VP 57 VP 59 VP 61 VP56 VP58 VP60 VP 49 VP 53 VP 55 VP50 VP52 VP54VP47VP44 VP 45 VP 46 HC 66VP83 VP 106 VP 104VP 108 VP 109 UP UP UP1ABCD E F G H J 3 4 5 6 7 8 9 10 12 13 14211 VP 71VP69VP70 VP 72VP68 VP 48 VP 51 VP77 VP 78 R M3RM4RM2RM1 NHARBORVIEW HOTELSCALE: 1"=70' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 7411EAST SHOREDIMENSIONALSTANDARDS:SETBACKS,OVERALLWIDTH ANDLENGTHSDIMENSIONAL STANDARDS FOR DOCKS:LENGTH OF SHORELINE = 300 FTMINIMUM SETBACKS = 30 FTPROPOSED NORTH/LEFT SETBACK = 48.9 FTPROPOSED SOUTH/RIGHT SETBACK = 32.3 FTMAXIMUM WIDTH = 225 FTPROPOSED WIDTH = 217 FTMAXIMUM LENGTH = 225 FTPROPOSED NORTH DOCK = 260 FT (ORIGINAL DOCK WAS APPROVED TO BE 318 FT)PROPOSED SOUTH DOCK =221.5 FT SEAWALL= +5.11'MHW ELEV = +0.61'MLW ELEV = -1.28' +5.11'BOARDWALKMHW ELEV = +0.61'MLW ELEV = -1.28'MLW ELEV = -1.28'MHW ELEV = +0.61' MAIN DOCK +5.11' FINGERPIER +3.6'HARBORVIEW HOTELSCALE: 1"=12' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 8411EAST SHORECROSSSECTION A-A'NORTH DOCKAA'DD'1.5'STEPDOWN DETAIL ON FINGER PIERSNO STEPDOWNS FOR PIERS AT SLIPS 27, 28, 49 & 50(ADA RESERVED)VIEW D-D'TYPICAL FOR BOTH DOCKS SEAWALL CAP +5.11'NAVD88MHW ELEV = +0.61 FTMLW ELEV = -1.28 FTBOARDWALKMHW ELEV = +0.61 FTMLW ELEV = -1.28 FTHARBORVIEW HOTELSCALE: 1"=12' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 9411EAST SHORECROSSSECTION B-B'SOUTH DOCKB'B MLW ELEV = -1.28'MHW ELEV = +0.61'SEAWALL CAP +5.11' NAVD88HARBORVIEW HOTELSCALE: 1"=5' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 10411EAST SHORECROSSSECTION C-C'BOARDWALK15.0'4.5'CC' EXTENDED PROPERTY LINEEXTENDED PROPERTY LINEN NHARBORVIEW HOTELSCALE: 1"=70' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 11411EAST SHORESUBMERGEDAQUATICVEGETATIONAND WATERDEPTHS ATMLWSEAGRASSBEDS HARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 12411EAST SHOREFIXED DOCKDETAILSIt is the intent of the following construction details to be a reference guide for quality, structural and safetystandards. All structures to meet local, and or state guidelines for aquatic and marine construction.GENERAL DOCK NOTES:1. ALL DECKING TO BE TRIMMED, BOTH SIDES.2. ALL PILINGS TO BE SEATED WITH A FREE FALLING HAMMER IF WATER JETTING IS INSTALLATION METHOD. ALL PILES TO BE TRIMMED SAME HEIGHT.3. PILING CENTER TO CENTER SPACING ON ALL FIXED DOCKS TO BE 10' NOMINAL. AND NOT TO EXCEED 12'.4. DOCK FRAMING AND DECKING TO BE CONSTRUCTED USING STAINLESS STEEL SCREWS (SCREWS TO BE TYPE SPECIFIC FORMATERIAL UTILIZED).5. WOOD DECK BOARD SPACING AT TIME OF INSTALLATION NOT TO EXCEED 1/8" TO ALLOW FOR CURING, COMPOSITE DECK SPACING NOT TO EXCEED 1/4", DOCK DECK BOARD SPACING OVER SEAGRASS BEDS TO BE A MINIMUM OF 1/2" SPACING.6. ALL DOCK FRAMING OTHER THAN DECKING TO BE MINIMUM GRADE 2 LUMBER.7. RASP OR FEATHER ALL SAWCUTS.8. ALL CONSTRUCTION TO MEET OR EXCEED COUNTY REQUIREMENTS LISTED IN SECTIONS 166-(332, 333, & 334) OF THE PINELLAS COUNTY WATER AND NAVIGATION CONTROL AUTHORITY REGULATIONS MANUAL.9. CCA WOOD NOT ACCEPTABLE FOR DECKING OR RAILING MATERIALS. WOOD TREATMENT AS FOLLOWS ARE ACCEPTABLE: ALKALINE COPPER QUATERNARY (ACQ), IF ACQ TREATMENT IS UTILIZED, THEN THE WOOD NEEDS TO BE SEALED WITH AN ENGINEER-APPROVED SEALANT.10. IF A MAIN DOCK SUPPORT PILING FALLS IN CLOSE PROXIMITY (LESS THAN 2 FEET) TO A BOLLARD PILING REQUIRED FOR A FINGER PIER, THE BOLLARD PILING MAY BE USED FOR BOTH PURPOSES PROVIDING THE CENTER TO CENTER SPANS OF THE DOCK SUPPORT PILINGS DO NOT EXCEED 12 FEET.11. 5/8" GALVANIZED FASTENERS ARE NOT TO BE USED IN WOOD WITH COPPER AZOLE TREATMENT12. PILES TO BE WRAPPED FROM THE MUD (SILT) LINE TO 2.0' ABOVE THE MEAN HIGH WATER LINE (MHWL). WITH PRIME HIGH DENSITY POLYETHYLENE 30 MILS OR .030" THICK13. ALL WOOD PLANKING WHICH IS TO BE OVER AN AREA OF SEAGRASS, IF PRESENT, SHALL BE NO MORE THAN 8" WIDE AND HAVE A MINIMUM SPACING OF NO LESS THAN 1/2".14. PILINGS TO BE INSTALLED IN AREAS CONTAINING SEAGRASS, IF PRESENT, TO BE INSTALLED BY JETTING WITH A 3" PUMP REDUCED TO A 1-14" (JET PIPE), AUGERING AND DRIVING. SHOULD ANY ACCUMULATION OF SEDIMENT OCCUR AT THE BASE OF THE PILING, IT IS TO BE REMOVED FROM THE GRASS AREA. HARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 13411EAST SHOREFIXED DOCKDETAILSRAILING TO BE FASTENED TOSTRINGERS W/ SHORT BOLT,AND FASTENED TO PILE WITHLONGER BOLT WHEN AVAILABLE2" X 6" RAIL CAP2" X 6" RAILSEQUALLYSPACED4" X 4" HANDRAILSTANCHIONSPLACED 5.0' O.C.HANDRAIL DETAIL42"MIN 10" TIP PILING 2.5 C.C.A. RET.SET BUTT DOWN, MIN 8.0' PENETRATION.LAP JOINTED AT BENTS 2.0' MIN.ALL INTERMEDIATE STRINGERS TO BENOTE:2" X 10" #2 S4S CCA2.5 RET. ONE EACH SIDEDOUBLE STRINGER 2" X 10"#2 S4S CCA OR ACQ .60 RET.22 DEG MIN45 DEG MAXALL PILE CAPS & CROSSBRACING TO BE DOUBLEBOLTED AS SPECIFIEDMAIN DOCK & WALKOUTALL BOLTING TO BE 5/8" S/S2" X 10" #2 S4SCCA 2.5 RET.BRACING &BLOCKINGMINIMUM PILE BENT BRACING:ALL PILE BENTS TO BECROSS BRACED WITH 2" X 10" #2 S4S CCA 2.5 RET.ONE SIDE ONLYHANDRAIL (WHERE APPLICABLE)STANCHIONS PLACED 5.0' O.C.EITHER 5/4"X6" SAWNBRAZILIAN HARDWOOD, 2" X 6" PT, ORCOMPOSITE DECKING2" X 10" INTERMEDIATESTRINGER MAX. 2.0'O.C. CCA OR ACQ .60 RET.NOTE: IF COMPOSITE DECKING IS USED.O.C. STRINGER SPACING TO BE VIAMANUFACTURES SPECIFICATIONS, NOT TOEXCEED 24" O.C. HARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 14411EAST SHOREFIXED DOCKDETAILSEITHER 5/4"X6" SAWNBRAZILIAN HARDWOOD,2" X 6" PT, ORCOMPOSITE DECKING2" X 10" INTERMEDIATESTRINGER MAX. 2.0'O.C. CCA OR ACQ .60 RET.TYPICAL FINGER PIERCOUNTERSINK ALL BOLTSADJACENT TO BOAT SLIPS.DOUBLE STRINGER 2" X 10"#2 S4S CCA OR ACQ .60 RET.2" X 10" #2 S4S CCA2.5 RET. ONE EACH SIDE ROPE STOPSRECYCLED PLASTIC CAPS ON ALLEXPOSED PILE TIPS, FASTEN WITHS.S. NAILS (TYP.), CAPS SHOULDBE NO MORE THAN 1/4" LARGERTHAN TRIMMED PILE DIMENSION.MIN 8" TIP PILING 2.5 C.C.A. RET.SET BUTT DOWN, MIN 8.0' PENETRATION.NOTE:ALL INTERMEDIATE STRINGERS TO BELAP JOINTED AT BENTS 2.0' MIN.NOTE:DECK BOARDS TO BE TRIMMED BOTH SIDES.6.0'NOTE:ALL CCA TREATED PILES TO BE VINYLWRAPPED FROM MUD (SILT) LINE TO 2.0'ABOVE THE MEAN HIGH WATER LINE (MHW)WITH PRIME HIGH DENSITY POLYETHYLENE.030 THICKMINIMUM PILE BENT BRACING:* DEPTHS 8 TO 16 FT.ALL PILE BENTS TO BECROSS BRACED WITH 2" X 10" #2 S4S CCA 2.5 RET.ONE SIDE ONLY* DEPTHS >16 FTCROSS BRACING IN SHORT &LONG DIRECTION REQUIRED WITH 2" X 10" #2 S4S CCA 2.5 RET.ONE SIDE ONLY22 DEG MIN45 DEG MAXALL PILE CAPS & CROSSBRACING TO BE DOUBLEBOLTED AS SPECIFIEDALL BOLTING TO BE 5/8" HOTDIPPED GALVANIZED MIN, 5/8"WITH OG WASHERS BACKINGBOLT AND NUTS OR 5/8" SS IF ACQTREATED LUMBER IS USEDNOTE: IF COMPOSITE DECKING IS USED.O.C. STRINGER SPACING TO BE VIAMANUFACTURES SPECIFICATIONS, NOT TOEXCEED 24" O.C.NOTE: TOP ELEVATION CANNOT BE GREATERTHAN 10' ABOVE MEAN HIGH WATER ELEVATION2" X 10" #2 S4SCCA 2.5 RET.BRACING & BLOCKINGNOTE:FINGER PIER PILE BENT AT MAIN DOCK INTERSECTIONTO HAVE DOUBLE PILE CAP ON WATERSIDE OF BENT.INTERMEDIATE PILE BENT TO HAVE SINGLE CAP EACHSIDE OF BENT. OUTBOARD PILE BENT TO HAVEDOUBLE PILE CAP ON MAIN DOCK SIDE, NO CAP ONWATERSIDE. CONNECTION OF CAP TO PILINGHARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 15411EAST SHOREBOARDWALKDETAILS HARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 16411EAST SHOREPILE-WRAPPINGDETAILSNOTE: ALL CCA TREATED PILES TO BE VINYLWRAPPED FROM MUD (SILT) LINE TO 2.0' ABOVETHE MEAN HIGH WATER LINE (MHW) WITH PRIMEHIGH DENSITY POLYETHYLENE 30 MILS OR .030"THICKVINYL WRAPPINGFROM MUD LINETO 2.0' ABOVE MHWMUD LINE(Bottom)MHW LINE2.0 FTNOTE: TOP ELEVATIONCANNOT BE GREATER THAN10' ABOVE MEAN HIGH WATERELEVATIONWHITE PLASTIC CAPS ON ALLEXPOSED PILE TIPS, FASTEN WITHS.S. NAILS (TYP.), CAPS SHOULDBE NO MORE THAN 1/4" LARGERTHAN TRIMMED PILE DIMENSION.MIN 8" TIP PILING 2.5 C.C.A. RET.SET BUTT DOWN,MIN 8.0' PENETRATION. HARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 17411EAST SHORETURBIDITYCURTAINSTYPICAL FLOATING TURBIDITY CURTAINS(DESIGN BY AER-FLO INC.)FLOATCONNECTING RODSCHAIN WEIGHTEDLAMINATED VINYL-POLYESTER FABRICWATER LEVELSEAFLOOR12" MINNOT TO SCALETURBIDITY CURTAINS SHALLREMAIN IN PLACE THROUGHOUTCONSTRUCTIONN HARBORVIEW HOTELSCALE: NTS WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 18411EAST SHOREWIDTH OFWATERWAY1401.7'1351.6'N EXTENDED PROPERTY LINEEXTENDED PROPERTY LINEN NHARBORVIEW HOTELSCALE: 1"=70' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 19411EAST SHOREFIREPROTECTION& WATER PLANFIRE HOSECONNECTIONFIRE HOSECONNECTION3" SDR II HDPE POPE (FIRE) W/ 14G/A/S/S/ STRAP & 5/16"X2" S.S.LAG SCREWS 4' O.C.STAINLESS STREELSTRUT (2) REQUIREDWELD TO STAINLESSSTEEL PLATE2" SDR II HDPEPIPE6" DIA STAINLESSSTEEL TUBE2-1/2" HOSE VALVEFIXED DOCKCANTILEVER (CL) FIXED DOCKFIRE HOSE CONNECTION(TYP)FEXHDPEHIGH DENSITY POLYETHYLENE(HEAT FUMED) PER ASTM F-714POTABLE WATERFIRE MAINHOSE BIBB CONNECTIONFIRE EXTINGUISHER (4AC0BC) INFIBERGLASS CABINET (BY OTHERS)FIRE HOSE STATIONLEGENDFDCFIRE DEPARTMENT CONNECTION6" WHITE SCHD 40 PVC PIPEFILL WITH CONCRETEDRY STANDPIPE(TOTAL = 2)2-1/2" FIRE DEPARTMENTCONNECTION3" BRASS ADAPTERSIGN TO READ "DRY FIRESTANDPIPE DOCKS"CONCRETEGRADE LEVEL3" SDR II HDPE PIPE36" MIN BURIALFIRE HYDRANT(PROPOSED)EX4XEX3X HARBORVIEW HOTELSCALE: 1"=70' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 20411EAST SHOREFIREPROTECTION& WATER PLAN3" SDR II HDPE PIPE (FIRE) W/ 14G/A/S/S/ STRAP & 5/16"X2" S.S.LAG SCREWS 4' O.C.STAINLESS STREELSTRUT (2) REQUIREDWELD TO STAINLESSSTEEL PLATE2" SDR II HDPEPIPE6" DIA STAINLESSSTEEL TUBE2-1/2" HOSE VALVEFIXED DOCKCANTILEVER (CL) FIXED DOCKFIRE HOSE CONNECTION(NTS)3" HDPE (FIRE)ATTACH TO WOODBUMPER W/STAINLESSSTEEL HARDWARE, 4'OC2" HDPE (POTABLE)ATTACH TO WOODBUMPER W/STAINLESSSTEEL HARDWARE, 4'OCN EXTENDED PROPERTY LINEEXTENDED PROPERTY LINEN NHARBORVIEW HOTELSCALE: 1"=70' WOODS CONSULTINGFLORIDA CERTIFICATE OF AUTHORIZATION #27664MUNICIPAL APPROVAL10/7/2021 3:49 PM F:\Users\tskapik\Documents\Project Drawings\400 East Sh Yang\411 East Shore 10-07-21.dwgFAX: (727) 530-3790 1520 CHATEAUWOOD DRIVE CLEARWATER, FLORIDA 33764 TEL: (727) 580-4341 DOCK SHEET 21411EAST SHOREELECTRICALPEDESTALSDOCKS A AND B - 30 TOTALPEDESTALS WITH DUAL 30AMP RECEPTACLES (EACHSIDE), DUAL 20 AMP GFIRECEPTACLES (EACH SIDE),ACCOMMODATION FOR DUAL2-POLE BREAKERS UP TO 40AMPS (FOR LIFTS)FIRE, WATER AND ELECTRICINSTALLATION TO BECOORDINATED BYCONTRACTOR.ALL FIRE, WATER ANDELECTRIC TO BE PERMITTEDAND INSTALLED BY LICENSEDCONTRACTORS.2" HDPE (POTABLE)2" HDPE (POTABLE)POINT OF CONNECTION(1)-2" POTABLE LINEW/2" TRU-UNION BALLVALVE BY SITECONTRACTOR HURRICANE PREPAREDNESS PLAN  HARBORVIEW HOTEL MARINA             MARINA CONTACT INFO:  411 E S  2753 STATE ROAD 580 STE 110  CLEARWATER FL 33761‐3351  hj0yang@gmail.com    The Tampa Bay area is accustomed to storms and lightning, ranging from afternoon thunderstorms, which  are a regular occurrence during certain times of the year, to large hurricanes, which are a threat during  the summer and early fall.    Commercial Docking Facilities and Marinas are particularly susceptible to hurricane damage largely due  to storm surge, a mass of wind‐ driven water that produces an abnormal increase in sea level.  Storm  surge when coincident with high tide conditions can be especially damaging.  Although such conditions  can conceivably produce water levels as high as 25 feet above mean sea level, Tampa Bay has rarely  experienced a direct hit of a hurricane, and has usually experienced only high winds and tides a few feet  above normal.    Hurricanes are divided into the following categories:      Category  Wind Velocity    Tidal Surge           I     74 ‐ 95   mph    +5  ‐  7    feet msl           II     96 ‐ 110 mph    +8  ‐  10  feet msl           III    110 ‐ 130 mph    +11 ‐ 12  feet msl           IV    131 ‐ 155 mph    +13 ‐ 18   feet msl           V    156+    mph                +19      feet msl     Stage 1:     Stage 1 will go into effect in the event a Hurricane Watch is issued by the National Hurricane  Center.  All employees will report to the Hotel & Marina Director, the “Director” as quickly as  possible.  The “Director” will 1) have the employees inform any customers that may be on the  premises as to the identification of the “Director” and inform the customers that the  “Director” is in charge of all operations at the marina including all boat movements and 2)  immediately direct the employees to remove or secure any loose equipment that may be on  the docks or on the uplands and store the equipment in the high and dry building.        Should wind velocity reach or exceed 40 miles per hour during the securing of the marina, the  employees are to wear life vests when going onto the floating dockage. Any customers  present who are removing their boats by water from the marina are to wear life vests.    Stage 2:    Stage 2 will go into effect when an evacuation of Pinellas County is ordered or when a  Hurricane Watch is upgraded to a Hurricane Warning.  The “Director” and employees will  inform all boat owners or other customers that may be at the marina that they must begin  evacuation.  The “Director” will direct the employees to have the water mains and electrical  mains turned off.  The “Director” will release his employees in time for them to safely secure  their homes and evacuate with their families and will lock all valuables in the safe and secure  the premises.    Preparations Prior to Hurricane Season    Always make sure your boat is in good repair.    1. Examine the structural condition of your vessel and repair as needed.    2. Check all thru‐hull fittings, shafts, props, stuffing boxes, etc.  In the event of a storm, everything  except the bilge pump outlets and cockpit drains should be securely closed.    3. Make sure your vessel has proper grounding for lightning protection.    4. Disconnect radio antennas from instruments before the storm.    5. Make sure bilge pumps are in working order and batteries are properly charged.    6. Prepare a checklist of equipment needed to secure the vessel before the storm and store the  equipment in a readily accessible location.    7. Purchase any supplies or equipment well in advance.  Stock additional lengths of mooring lines,  fenders, fender boards, chafing gear and anchors with chain.  Limited supplies will run out quickly  once a storm warning is announced.    8. Make an inventory of things to be removed from your vessel.    Available Options    1. You may simply plan to better secure the boat when a storm is threatening.    2. You may consider an alternate and “safer” dockage site.     3. You may wish to relocate to a “hurricane anchorage,” which is a more reasonable alternative for  larger vessels (40 feet or larger).    Regardless of the chosen alternative, prepare a written plan for what you are going to do when a hurricane  is threatening.  Also have a friend ready to follow up with your plan should you be absent.  Rehearse your  plan with your family and friend.  Try to think through what you will need to adequately secure your boat  for a hurricane and how much time to allow.  Perhaps have two plans, one in the event time is available  and a second if time is limited.     Choose your Option     I. If you plan to move to a “safer” dock site, make sure:    1. You have extra dock lines, chafing gear and fenders, and take all precautions noted above.     2. You allow ample time to get to the dock and to evacuate the area.  Remember you may be fighting  wind and rain.    II. If you plan to move to a “hurricane anchorage:”     1. Select possible sites well in advance (before hurricane season).  Be aware that most    bridges will be locked in the down position after an evacuation order is issued.   2. Make a trial run to:       A. Verify water depth, size of anchor, chain and anchor scope required.     Sufficient anchor chain and line for at least six times the normal (7:1) scope     required should be carried for laying out the anchors.  At least two anchors     of the proper size for the vessel should be used; three anchors are better.      B. Verify potential mooring structures (such as trees on shore).      C. Verify the time required to get to the site.      D. Determine how to get off the boat and to a car.    Things to Remember     1. The boat owner will be responsible for any damage caused by his boat if it should break loose.   Make sure it is properly secured.    2. No one shall be allowed to remain on their boat during a hurricane.    3. Life jackets must be worn when walking on the docks when wind velocities are in excess of 40  miles per hour.    4. Extreme caution should be exercised in all outdoor activities.  In the event of an injury, outside  medical aid may not be available.    For your protection, we suggest stocking last year’s picnic basket or cooler with emergency provisions and  placing it in a readily available location.  Consider purchasing a cigarette lighter plug and an emergency  antenna for your VHF marine radio.   This will provide you with weather bulletins and telephone capability.   Do not forget a broadcast radio, flashlight, matches and candles, fire extinguisher, water and water  purification tablets, food and utensils, medical supplies and sanitary facilities and supplies.  A plastic bag  draped over a small garbage can with a tight‐fitting lid is an excellent emergency toilet.    Again, careful planning, preparation and rehearsal will go a long way toward preventing damage or injury  as a result of a hurricane and the exercise will most likely come in handy the next time you ride out a  tropical storm.       HURRICANE PREPAREDNESS PLAN REV2  MANATEE PROTECTION PLAN    HARBORVIEW HOTEL   COMMERCIAL DOCKS & MARINA FACILITY                                                Prepared by:   Woods Consulting  1714 County Rd. 1, Suite 22  Dunedin, FL 34698  (727) 786‐5747    August 2021        1. PURPOSE    A manatee protection plan (MPP) is a comprehensive planning document that addresses the long‐term  protection of the Florida manatee through, informational signage, boater education, boat facility siting,  and habitat protection initiatives. Although the MPPs are primarily developed by counties, this plan is  being provided as a requirement of the City of Clearwater’s Marinas and Marina Facilities Criteria of  CDC Section 3‐603.  This plan is intended to align with special permit conditions deemed appropriate for  the proposed marina facility per reviews by the Florida Fish and Wildlife Conservation Commission  (FWC), the United States Fish and Wildlife Service (Service), and other interested parties.     2. MANATEE INFORMATION     (CITED FROM https://myfwc.com/wildlifehabitats/wildlife/manatee/)   The Florida manatee is a native species found in many of Florida’s waterways. The Florida manatee  population has grown to a minimum of 7,520 animals today and as a result, in early 2017 the Florida  manatee was reclassified from an endangered to a threatened species under the federal Endangered  Species Act. This change in the species status is based on an increasing population and the establishment  of effective protection measures to ensure the continued conservation of the species.  In 1975, Florida’s school children helped designate the endangered Florida manatee as Florida’ state  marine mammal. Since then, various research, management and educational efforts have occurred to  bring back a species that many people thought was on the verge of extinction.  Continued support from thousands of people willing to purchase Save the Manatee specialty license  plates or donate funds to the manatee program has allowed the state to develop and administer what  was, and is needed for management and research programs that protect and conserve Florida’s  manatees for future generations to see and enjoy.  Today, manatees are considered one of Florida’s keystone species whose behavior can alert researchers  to the environmental and habitat changes that may otherwise go unnoticed in Florida’s waterways for  extended periods of time. Please browse the manatee program web pages to find out more about this  unique imperiled species.  Florida manatees were first protected through Florida State Law in 1893. Manatees are protected by  the Florida Manatee Sanctuary Act (§379.2431(2), Florida Statutes) and are federally protected by both  the Marine Mammal Protection Act and the Endangered Species Act.   (CITED FROM https://www.fws.gov/refuge/Crystal_River/wildlife_and_habitat/Florida_Manatee.html)    Habitat and Range: Manatees can be found in shallow, slow‐moving rivers, estuaries, saltwater bays,  canals, and coastal areas — particularly where seagrass beds or freshwater vegetation flourish.  Manatees are a migratory species. Within the United States, they are concentrated in Florida in the  winter. In summer months, they can be found as far west as Texas and as far north as Massachusetts,  but summer sightings in Alabama, Georgia and South Carolina are more common. Florida manatees have  been known to migrate as far south as Cuba. The West Indian manatee is the species found in the coastal  and inland waterways of Central America and along the northern coast of South America, although  distribution in these areas may be discontinuous.    Behavior: Manatees are gentle and slow‐moving animals. Most of their time is spent eating, resting, and  traveling. Manatee are mostly herbivorous, however small fish and invertebrates can sometimes be  ingested along with a manatee’s normal vegetation diet. They eat a large variety of submerged,  emergent, and floating plants and can consume 10‐15% of their body weight in vegetation daily. Because  they are mammals, they must surface to breathe air. They may rest submerged at the bottom or just  below the surface of the water, coming up to breathe on an average of every three to five minutes.  When manatees are using a great deal of energy, they may surface to breathe as often as every 30  seconds. When resting, manatees have been known to stay submerged for up to 20 minutes. Manatees  can swim up to 20 miles per hour in short bursts, but they usually only swim about three to five miles  per hour.    Lifespan, Mortality, and Population: The Florida manatee has no natural enemies, and it is believed  they can live 60 years or more. As with all wild animal populations, a certain percentage of manatee  mortality is attributed to natural causes of death such as cold stress, gastrointestinal disease,  pneumonia, and other diseases. A high number of additional fatalities are from human‐related causes.  Most human‐related manatee fatalities occur from collisions with watercraft. Other causes of human‐ related manatee mortality include being crushed and/or drowned in canal locks and flood control  structures; ingestion of fish hooks, litter, and monofilament line; and entanglement in crab trap lines.  Ultimately, loss of habitat is the most serious threat facing manatees in the United States today.  There  is a minimum population count of approximately 5,000 animals according to recent aerial synoptic  surveys.    Breeding and Reproduction: The reproductive rate for manatees is low. Manatees are not sexually  mature until they are about five years old. The gestation period is 13 months. It is believed that one calf  is born every two to five years, and twins are rare. Mothers nurse their young for one to two years,  during which time a calf remains dependent on its mother.    3. BOATING INFORMATION & PROTECTION ZONES    Exhibit A, a Boating and Angling Guide to Tampa Bay is a comprehensive map providing information  such as Habitat Areas, Managed Areas, Water Depths, Marina, Boat Ramp and Pumpout Locations,  Navigation Routes and Posted Navigation Markers. This map can also be downloaded from  http://www.tampabay.wateratlas.usf.edu/upload/documents/BAG_Tampa_Bay_2011.pdf    Additional Boating Zone information can be found in Appendix A that provides Maps of Existing  Pinellas County Boating Protection Zones, Appendix B provides additional Manatee Protection Boating  Zones that were approved January 18, 2016 in Florida Administrative Code 68C‐22.016 including areas  specifically in and around Clearwater Beach.     4. MARINA MANATEE EDUCATION PLAN     State‐Required:    As part of permitting the proposed Marina with the Florida Department of Environmental Protection,  the Florida Fish and Wildlife Conservation Commission will review and determine an appropriate  Manatee Educational Program for the life of the facility.     That program is proposed to include: Manatee Information Signage that is required to be posted during  construction activities, following all Standard In‐Water Work Conditions, posting additional permanent  signage for the operations of the facility and providing Boating Information and Education brochures  deemed appropriate for the size and use of the facility. Examples of the appropriate signage and  brochures can be found in Appendix B.      The Marina, at a minimum, will be required to post signs during construction and (1) Florida Friendly  Boating Sign on land to remain permanently.  The Florida Friendly Boating Sign will be posted on land,  at the dock walkout, facing land to ensure visibility by all Marina patrons.    Educational Brochures that may be deemed appropriate by the State for the Marina’s required Manatee  Education Plan may include the Tampa Bay Angling Guide, a map of all posted nearby Manatee  Protection Speed Zones and/or Nearby Boating Safety Zones.  The Plan will be formalized and finalized  during State Permitting that will commence upon Clearwater approval of the Marina Facility.    Appendix C provides manatee educational signage that is approved by the State and Federal Agencies.    Additional Marina Facility Manatee Protection Plan:    The Marina will further implement manatee protections by posting additional educational and  informational signs informing boaters of the presence of the protected Florida Manatee as required by  the Florida Fish and Wildlife Conservation Commission, will provide vessels operators maps of posted  speed zones, vessel exclusion zones and manatee protection zones; and require vessel owners provide  a copy of their safe boater registration prior to signing a rental agreement.    Harborview Hotel  411 East Shore Drive  Flexible Development Level II Application  Responses to Commercial Dock Criteria of CDC Section 3‐601.C.3    C. New docks    3 Commercial docks. A commercial dock is any dock, pier, or wharf, including boatlifts, that is used in  connection with a hotel, motel or restaurant where the slips are not rented, leased or sold; or such facilities  used in connection with a social or fraternal club or organization and used only by its membership; or such  facilities constructed and maintained by the City of Clearwater, Pinellas County or by any state or federal  agency; or any multi‐use dock with a deck area exceeding 500 square feet which shall be treated as a  commercial dock. Commercial docks shall only be permitted as a Level Two (flexible development) use,  which requires approval by the Community Development Board (CDB). All commercial docks shall be  reviewed for compliance with the following criteria    a. Use and Compatibility    i) The proposed dock shall be subordinate to and contribute to the comfort, convenience or necessities of  the users or the occupants of the principal use of the property.  ii) The proposed dock shall be in harmony with the scale and character of adjacent properties and the  neighborhood in general.  iii) The proposed dock shall be compatible with dock patterns in the general vicinity.    Response: The development is located in the Tourist and Marina District. The area is comprised predominantly  of hotels and most, if not all, properties have docking facilities associated with their use. The development order  approved 57 wet slips at this facility whereas 50 slips are currently proposed with 8 of those wet slips available  for rent to the general public.      The developed properties in the immediate area with docks consist of:   Barefoot Bay Hotel at 401 East Shore existing 250 ft‐long dock;   Frenchy’s Seafood Docks at 419 East Shore existing 270 ft‐long dock;   Marriott Courtyard & Marina at 455 East Shore recently‐built commercial floating docks – 240 ft‐ long with 50 public slips;   East Shore Resort at 473 East Shore existing 230 ft‐long dock;   Belle Harbor on Mandalay existing Multi‐Family 300 ft‐long dock;   Island Estates Yacht Club Estates on Windward Passage existing 400 ft‐long docks; and    Clearwater Beach Marina facility with more than 200 slips ranging in size from 30 feet to 125 feet for  rent to commercial charters and private recreational vessels.     The proposed docks are certainly comparable in size (lengths and number of slips) to the docks in the immediate  area and the proposed marina use is comparable to the uses of similar docks in the area.    b. Impacts on existing water recreation activities. The proposed dock/tie poles or use thereof, shall not  adversely impact the health, safety or well‐being of persons currently using the adjacent waterways for  recreational and/or commercial uses. Furthermore, the dock shall not preclude the existing uses of the  adjacent waterway. Such uses include but are not limited to non‐motorized boats and motorized boats.    Response: The proposed docks were designed to meet the City’s dimensional criteria, to the extent possible, to  provide the required minimum side setbacks and not exceed the maximum allowed width. The north dock was  previously approved for a length of 318 ft. That dock has been considerably scaled back in size to be 260 ft long  to be comparable in size to docks in the immediate area. The north dock was approved to be longer due to the  presence of seagrass beds in the nearshore area.  The docks are still pushed out and away from the seagrass to  avoid dock construction impacts and no wet slips are over seagrass. The docks do not impede navigation as they  project only 20% into the waterway that is 1,300 ft wide at this location. The number, size and type of docks and  slips proposed are consistent with the number, size and types of docks and slips in the immediate area for other  resorts, hotels and multi‐family developments. If the Applicant is able to rent or lease 8 slips to the public, the  anticipated clientele is for beach residents. Therefore, by having 42 wet slips available hotel guests and 8 wet  slips for rent to the public, this will serve to improve the community character of the area and improve access to  water recreation activities.     c. Impacts to Navigation. The existence and use of the proposed dock shall not have a detrimental effect on  the use of adjacent waters for navigation, transportation, recreational or other public conveniences.    Response: The proposed docks are 260 ft and 221.5 ft in length and do not extend farther into the waterway  than nearby docks. The width of the waterway at this location is greater than 1,300 linear ft, therefore, the  docks only project 20% and 16.5% into the waterway. The rule is to not extend more than 25% the width, which  would be 325 ft at this location.     d. Impacts on Marine Environment    i) Docks shall be sited to ensure that boat access routes avoid injury to marine grass beds or other aquatic  resources in the surrounding areas.  ii) Docks shall not have an adverse impact upon natural marine habitats, grass flats suitable as nursery  feeding grounds for marine life, or established marine soil suitable for producing plant growth of a type  useful as nursery or feeding grounds for marine life; manatee sanctuaries; natural reefs and any such  artificial reef which has developed an associated flora and fauna which have been determined to be  approaching a typical natural assemblage structure in both density and diversity; oyster beds; clam beds;  known sea turtle nesting site; commercial or sport fisheries or shell fisheries areas; and habitats desirable  as juvenile fish habitat.    Response: The proposed docks and boardwalk were designed to avoid seagrass beds. A seagrass survey was  performed April 21, 2021 and several grass beds are located near the seawall. The only impacts are by the  proposed boardwalk and those impacts will be mitigated by the boardwalk being elevated to more than 5 ft  above mean high water, utilizing the maximum 12‐ft on center piling spacing and deck plank spacing will not be  smaller than ½” to meet the Dock Construction Guidelines established by the State and Federal agencies for  Dock Construction over Submerged Aquatic Vegetation. There are no portions of the commercial docks or wet  slips proposed over seagrass beds.  A copy of the Seagrass Report is attached. As part of permitting, the  development will be required to post educational and information permanent signage at the entrance to the  dock to educate boaters of the presence of protected sea grasses and manatees.         e. Impacts on Water Quality    i) All turning basin, access channels, boat mooring areas and any other area associated with a dock shall  have adequate circulation and existing water depths to ensure that a minimum of a one‐foot clearance is  provided between the lowest member of a vessel (e.g. skegs, rudder, prop) and the bottom of the  waterbody at mean or ordinary low water (‐0.95 NGVD datum).  ii) The dock shall not effectively cause erosion, extraordinary storm drainage, shoaling of channels, or  adversely affect the water quality presently existing in the area or limit progress that is being made toward  improvement of water quality in the area in which the dock is proposed to be located.    Response: The proposed docks and 50 wet slips were designed to be located out in deeper water to provide a  minimum of three feet depth at mean low water but will further ensure a minimum of a one‐foot clearance is  provided between the lowest member of a vessel and the marine bottom to prevent negatively impacting  resources such as sea grass, oysters and corals. Hotel & Marina staff will provide all potential wet slip occupants  with water depths in the slip areas prior to arrival at the docks. The proposed dock construction area will be  surrounded by turbidity curtains prior to the commencement of construction to not adversely affect water  quality during construction. The docks and slips are located outside any areas of influence of storm drains. There  is no impervious area of the docks so as to not have the potential to cause storm drainage. The fixed docks will be  piling‐supported with the minimum piling (maximum spacing) needed to not disrupt water flow, all construction  materials will be made of marine‐grade products, all dock and mooring pilings will be wrapped from the mud line  to two feet above the mean high‐water line, there will be no fueling and no boat repair services to be performed  at the dock or within the wet slips to work toward improving water quality at this site.    f. Impacts on Natural Resources    i) The dock shall not have a material adverse impact upon the conservation of wildlife, marine life, and other  natural resources, including beaches and shores, so as to be contrary to the public interest.  ii) The dock shall not have an adverse impact on vegetated areas; vegetative, terrestrial, or aquatic habitats  critical to the support of listed species providing one or more of the requirements to sustain their existence,  such as range, nesting or feeding grounds; habitats which display biological or physical attributes which  would serve to make them rare within the confines of the city; designated preservation areas such as those  identified in the comprehensive land use plan, national wildlife refuges, Florida outstanding waters or other  designated preservation areas, and bird sanctuaries.    Response: The proposed docks and 50 wet slips were designed to be located out in deeper water to avoid  protected resources such as sea grass, oysters and corals and provide a minimum depth of three feet at mean  low water in slips. The facility will serve to improve the conservation of wildlife through the use of information  and educational signage as deemed appropriate during State review. Please note the Florida Fish and Wildlife  Conservation Commission (FWCC) previously provided their approval for the north dock and 31‐wet slips and will  again be reviewing the docks for an Environmental Resource Permit. Signage may consist of “Caution Seagrass”  signs or educational signs for seagrass beds, marine mammals, safe boating, etc. The number, locations and types  of signs are generally determined by the FWCC. The docks are not located in an area that has been officially  designated by City, County, State or Federal agencies as being environmentally significant. The site was surveyed  for the presence of protected resources and although found near the seawall, will not be significantly impacted  by the proposed docks. The public boardwalk has been designed to meet Dock Construction Guidelines for  Marine Structure built over Seagrass Beds. Those design features include maximum piling spacing, elevated deck  height and wider plank spacing. Additionally, there are no upland areas of protected vegetation such as  mangroves or bird‐nesting areas. There are no designated preservation areas, national wildlife refuges, bird  sanctuaries or other designated preservation areas. The site is contiguous to an Outstanding Florida Waterbody  (OFW) and as noted above will provide informational and educational resources such as signage and brochures to  hotel and marina patrons.    g. Impacts on wetlands habitat/uplands. The dock shall not have a material adverse effect upon the uplands  surrounding.    Response: The proposed docks and 50 wet slips were designed to meet all the City’s dimensional criteria to  provide required side setbacks and to not exceed the maximum allowed length (to the extent possible) or width  to not negatively impact navigation. The dimensional criteria ensure docks and slips are wholly located within  property lines and that adequate distances to other docks and navigation paths are maintained to not cause  navigation conflicts with adjacent properties, the general public using the shared waterways or the uplands  surrounding.  The north dock was originally approved for a length variance with an overall length of 318 ft. The  dock has been considerably scaled back to be only 260 ft to avoid construction of the dock or wet slips over the  seagrass beds.    h. Dimensional Standards    i) Setbacks for commercial and/or multi‐use docks shall be as follows:    a) If the commercial or multi‐use dock is located adjacent to a waterfront property occupied by a detached  dwelling or two‐unit attached dwelling use and the use of said property conforms to the zoning district, the  setback adjacent to the residential property line as extended into the water shall be a minimum of one‐third  of the applicant's waterfront property width measured from the side property lines;    Response: The commercial docks are not located adjacent to a waterfront property occupied by a detached  dwelling or two‐unit attached dwelling.    b) If a commercial or multi‐use dock located on non‐residentially zoned property is adjacent to any  waterfront residentially zoned property, the setback adjacent to the residentially zoned property line as  extended into the water shall be a minimum of 20 percent of the applicant's waterfront property width  measured from the side property lines;    Response: The commercial docks are located on Tourist zoned property and in the Marina District and so is not  immediately adjacent to any waterfront residentially‐zoned property.    c) In all other circumstances, commercial and multi‐use docks shall be located so that the setback from any  property line as extended into the water shall be a minimum of ten percent of the applicant's waterfront  property width measured from the side property lines.    Response: The property width measured at the shoreline is 300 feet. The minimum side setbacks required by  code is calculated as 10% of the property width as measured at the shoreline, or 30 feet. The north proposed  setback is 48.9’ and the south setback is 32.3 ft.     ii) Length. The length of commercial and multi‐use docks shall not extend from the mean high‐water line or  seawall of the applicant's property more than 75 percent of the width of the applicant's property measured  at the waterfront property line, up to a maximum of 250 feet. Tie poles may extend beyond the dock  provided such poles do not project into the navigable portion of the waterway by more than an additional  50 feet or 25 percent of such waterway, whichever is less, and do not constitute a navigational hazard.    Response: The maximum dock length allowed is 75% of the property width of 300 linear feet, or 225 ft. The  north proposed dock was previously approved to be 318 ft in length. The dock has been considerably scaled  back and is proposed to be 260 linear ft. The 31‐slips approved previously at the north dock were addressed in  the Development Agreement for the total 57 slips approved. The south dock is proposed to be 221.5 linear ft in  length and meets Code. A length variance is being requested for the north dock that was previously approved at  an overall length of 318 ft. The proposed dock is a 58 ft in overall length reduction. The length is needed to avoid  the seagrass beds located along the seawall, to meet the intent of the City’s Beach by Design for the Marina  District, and to capture the slips previously approved by the previous length variance and for the existing  Development Order that approves 57 wet slips as pert of this overall Development. The Marina District is a  “prime location along Clearwater Harbor, its close proximity to the City’s marina and to the beach make the  District a particularly desirable place for tourists and residents alike. Beach by Design supports the  redevelopment of the Marina District into a pedestrian and boater‐friendly destination that includes a mix of  hotels, commercial, restaurant, residential and mixed‐use development, as well as a variety of dock facilities and  water related uses. To assist in creating this destination waterfront neighborhood, the District should capitalize  upon its gateway location. Beach by Design supports the creation of a District focal point generally located at the  intersection of East Shore Drive and Papaya Street and along Clearwater Harbor. Development located entirely or  partially within 200 feet north and 200 feet south of Papaya Street shall be limited to the District’s preferred  uses, which are restaurants, retail, hotels and/or mixed uses. Stand‐alone residential development shall not be  permitted in this location. The design of development in this location should capitalize on this prime waterfront  location and provide public access to the waterfront where Papaya Street terminates at Clearwater Harbor”.     iii) Width. The width of commercial and multi‐use docking facilities shall not exceed 75 percent of the width  of the applicant's property measured at the waterfront property line.    Response: The maximum combined dock width allowed is 75% of the property width of 300 linear feet, or 225 ft.  The proposed combined dock width is 217 feet.      i. Deviations. Applications for deviations to the dimensional standards set forth in Section 3‐601.C.3.h. may  be approved by the Community Development Board through a Level Two (flexible development) approval  process based on the following:    i) A dock of lesser length poses a threat to the marine environment, natural resources, wetlands habitats or  water quality; and  ii) The proposed dock location needs to be adjusted to minimize impacts relating to criteria set forth in  Sections 3‐601.C.3.b.‐g.; and  iii) A literal enforcement of the provisions of this section would result in extreme hardship due to the unique  nature of the project and the applicant's property; and  iv) The deviation sought to be granted is the minimum deviation that will make possible the reasonable use  of the applicant's property. However, where an applicant demonstrates riparian or littoral rights which will  affect the location of the dock, the minimum further deviation to provide for exercise of such rights shall be  allowed; and  v) The granting of the requested deviation will be in harmony with the general intent and purpose of this  section and will not be injurious to the area involved or otherwise detrimental or of adverse effect to the  public interest and welfare; and  vi) No dock shall be allowed to deviate from the length requirements specified in Section 3‐601.C.3.h. by  more than an additional 50 percent of the allowable length or to project into the navigable portion of the  waterway by more than 25 percent of such waterway, whichever length is less, except for those docks  located on the east side of Clearwater Harbor adjacent to the mainland, which shall be allowed to deviate up  to a maximum length equal to 25 percent of the navigable portion of the waterway.    Response: The only deviation is for a length variance for the north dock. The dock at 411 East Shore was  previously approved for an overall length of 318 ft and has been considerably scaled back and now proposed to  be 260 ft in length. The length variance allows room for the construction of the 15‐ft wide boardwalk, allows the  dock and slips to be pushed out past the seagrass beds located in the nearshore area and importantly ensures the  ability to maintain as close to 57 slips as possible as approved by the Development Agreement with the minimal  variance being requested.  The length is not more than an additional 50 percent of the allowable length (it is only  35 ft which is much less than 50 percent, or 112.5 ft) and projects only 20% into the navigable portion of the  waterway. The Marina District specifically encourages marina facilities at this location and the proposed docks  are meeting the criteria without encroaching on navigation requesting the least variance needed. The Marina  District is a “prime location along Clearwater Harbor, is in close proximity to the City’s marina and to the beach  make the District a particularly desirable place for tourists and residents alike. Beach by Design supports the  redevelopment of the Marina District into a pedestrian and boater‐friendly destination that includes a mix of  hotels, commercial, restaurant, residential and mixed‐use development, as well as a variety of dock facilities and  water related uses. To assist in creating this destination waterfront neighborhood, the District should capitalize  upon its gateway location. Beach by Design supports the creation of a District focal point generally located at the  intersection of East Shore Drive and Papaya Street and along Clearwater Harbor. Development located entirely or  partially within 200 feet north and 200 feet south of Papaya Street shall be limited to the District’s preferred uses,  which are restaurants, retail, hotels and/or mixed uses. Stand‐alone residential development shall not be  permitted in this location. The design of development in this location should capitalize on this prime waterfront  location and provide public access to the waterfront where Papaya Street terminates at Clearwater Harbor”.    j. Covered boatlifts. Covered boatlifts are permitted provided a permanent and solid roof deck is constructed  with material such as asphalt shingles, metal, tile or wood. Canvas and canvas like roof materials are  prohibited. Vertical sidewalls are prohibited on any boatlift or dock.    Response: There are no covered boatlifts or vertical sidewalls being requested as part of this application.     k. Publicly owned facilities. Roof structures shall be permitted on publicly owned boardwalks, observation  platforms, elevated nature trails and other such structures not intended for use as a dock facility, however,  vertical walls shall be prohibited.    Response: There are no roof structures or vertical walls proposed on the dock or boardwalk             TECHNICAL MEMORANDUM 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting This item has been digitally signed and sealed by Michael Daniel Raysor P.E., on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies. Rate Trips Rate Trips Enter Exit Rate Trips Enter 310 Hotel 92 rooms 8.36 770 0.47 43 25 18 0.60 56 28 28 PM Peak Hour Exit ITE LUC Land Use Description Size Weekday AM Peak Hour TO: 411ES, LLC 2753 FL-580, SUITE 110 CLEARWATER, FLORIDA 33761 FROM: MICHAEL D. RAYSOR, P.E. RAYSOR TRANSPORTATION CONSULTING, LLC SUBJECT: HARBORVIEW HOTEL TRAFFIC IMPACT STUDY DATE: AUGUST 27, 2021 1.0 | INTRODUCTION This technical memorandum documents a TRAFFIC IMPACT STUDY undertaken in association with development permitting for the “HARBORVIEW HOTEL” project, located at 408 East Shore Drive, in Clearwater, Florida. The subject site is proposed to be developed to consist of a 92 unit hotel, with ancillary marina (boat dockage), integrated parking structure, adjacent surface parking, and valet operations. Refer to FIGURE 1.0 for the project site location map and FIGURE 2.0 for the project site concept plan. 2.0 | PROJECT SITE TRIP GENERATION The daily and peak hour trip generation for the project site was estimated using trip characteristic data, as identified in the Institute of Transportation Engineers (ITE) Trip Generation Manual (10th edition); as summarized in TABLE 1.0. The project site is anticipated to generate 770 trips per day, with 43 trips during the AM peak hour and 56 trips during the PM peak hour. The worst-case period was determined to be the PM peak hour, and was thus used as the analysis period for this study. The distribution of project generated traffic was estimated manually based on area land use patterns and roadway connectivity, as shown in FIGURE 3.0 for PM peak hour conditions. TABLE 1.0 | PROJECT SITE TRIP GENERATION ESTIMATE PAGE 2 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting FIGURE 1.0 | PROJECT SITE LOCATION PROJECT SITE LOCATION PROJECT SITE PAGE 3 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting FIGURE 2.0 | PROJECT SITE CONCEPT PLAN PAGE 4 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting FIGURE 3.0 | PROJECT GENERATED PM PEAK HOUR TRAFFIC VOLUMES PAGE 5 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting East Shore Drive [north of project site]D 1,197 284 C0.24 East Shore Drive [south of project site]D 1,197 316 C0.26 Roadway Segment Traffic Volume LOS V/C Ratio LOS Std Service Volume 3.0 | STUDY AREA & ANALYSIS SCENARIOS The study area included in this analysis consisted of the project site access connections and the adjacent roadway segment of East Shore Drive. The project site is anticipated to be developed within two years or less, therefore 2023 was used as the analysis-horizon for this study. 4.0 | TRAFFIC VOLUMES Baseline traffic volumes (2015) were identified from the prior traffic studies prepared for the subject site, as shown in FIGURE 4.0 and documented in ATTACHMENT A. Background traffic volumes were estimated through the application of a 1.1% annual growth rate through the 2023 analysis-horizon as shown in FIGURE 5.0, where the 1.1% annual growth rate was calculated from historical traffic volumes, as documented in ATTACHMENT B. The traffic estimated to be generated by the subject project was added to the background traffic volumes to estimate post-development traffic volumes for use in this study, as shown in FIGURE 6.0. 5.0 | ROADWAY SEGMENT ANALYSIS An analysis of the study roadway segment was performed for PM peak hour post-development conditions. The analysis was conducted using FDOT’s generalized service flow-rate tables, as shown in TABLE 2.0, and further documented in ATTACHMENT C. The results of the analysis indicate that acceptable operating conditions can be anticipated for the study roadway segment, at level of service “C” for PM peak hour post-development conditions. TABLE 2.0 | PM PEAK HOUR POST-DEVELOPMENT ROADWAY SEGMENT ANALYSIS SUMMARY PAGE 6 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting FIGURE 4.0 | BASELINE PM PEAK HOUR TRAFFIC VOLUMES PAGE 7 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting FIGURE 5.0 | BACKGROUND PM PEAK HOUR TRAFFIC VOLUMES PAGE 8 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting FIGURE 6.0 | POST-DEVELOPMENT PEAK HOUR TRAFFIC VOLUMES PAGE 9 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting LTRLTRLTRLTR LOS [1] [1] [1]B [1] [2] [1] [3] [1] [1] [3] Delay [1] [1] [1]10.2 [1] [2] [1] [3] [1] [1] [3] V/C [1] [1] [1]0.01 [1] [2] [1] [3] [1] [1] [3] LOS [1] [1] [1]B [1] [2] [1] [3] [1] [1] [3] Delay [1] [1] [1]10.5 [1] [2] [1] [3] [1] [1] [3] V/C [1] [1] [1]0.04 [1] [2] [1] [3] [1] [1] [3] LOS [1][1][1][1][1][1][1][3][2][2]A Delay [1][1][1][1][1][1][1][3][2][2]1.5 V/C [1][1][1][1][1][1][1][3][2][2]0.07 LOS [1][1][1][1][1][1][1][3][2][2]A Delay [1][1][1][1][1][1][1][3][2][2]0.2 V/C [1][1][1][1][1][1][1][3][2][2]0.06 LOS A [1] [2] [1] [1] [1] [2]A [1] [1] [3] Delay 9.0 [1] [2] [1] [1] [1] [2]0.1 [1] [1] [3] V/C 0.02 [1] [2] [1] [1] [1] [2]0.16 [1] [1] [3] [2]Driveway E[2] [2] [1] [1] [1] [1]Driveway D[1] [1] Location Metric Eastbound Westbound Northbound Southbound [1] [1] [1]Driveway ADriveway B[1] [1] [1]Driveway C[1] NOT APPLICABLE [2] SHARED LANE [3] UNOPPOSED MOVEMENT 6.0 | SITE ACCESS OPERATIONAL ANALYSIS An operational analysis of the site access intersections was performed for PM peak hour conditions using Highway Capacity Manual methodologies calculated by the Synchro software program; as summarized in TABLE 3.0, and further documented in ATTACHMENT D. The results of the analysis indicate that acceptable operating conditions can be anticipated for the project site driveway connections, with all movements identified to operate at level of service “B” (or better) for PM peak hour post-development conditions. TABLE 3.0 | PM PEAK HOUR POST-DEVELOPMENT SITE ACCESS INTERSECTION OPERATIONAL ANALYSIS SUMMARY PAGE 10 OF 10 19046 BRUCE B. DOWNS BOULEVARD | SUITE 308 ■ TAMPA | FLORIDA | 33647 ■ (813) 6251699 ■ WWW.RAYSORTRANSPORTATION.COM RAYSOR Transportation Consulting 7.0 | SITE ACCESS TURN LANE WARRANT EVALUATION The potential need for new site access turn lanes on East Shore Drive at the project site driveway connections was evaluated; as documented in ATTACHMENT E. The analysis was performed based on the turn lane warrant criteria pursuant to the National Cooperative Highway Research Program, Report No. 279. The results of the analysis found that site access turn lanes are not warranted on East Shore Drive at the project site driveway connections. 8.0 | CONCLUSION Based on the data, analyses and findings presented within this TRAFFIC IMPACT STUDY prepared in association with development permitting for the “HARBORVIEW HOTEL” project, the following is concluded.  THE ADJACENT ROADWAY SEGMENT OF EAST SHORE DRIVE IS ANTICIPATED TO OPERATE ACCEPTABLY FOR PM PEAK HOUR POST-DEVELOPMENT TRAFFIC CONDITIONS.  THE SITE ACCESS INTERSECTIONS ARE ANTICIPATED TO OPERATE ACCEPTABLY FOR PM PEAK HOUR POST-DEVELOPMENT TRAFFIC CONDITIONS.  SITE ACCESS TURN LANES WERE FOUND TO NOT BE WARRANTED ON EAST SHORE DRIVE FOR PM PEAK HOUR POST-DEVELOPMENT TRAFFIC CONDITIONS. ATTACHMENT A BASELINE TRAFFIC VOLUMES 408 EAST SHORE DRIVE TRAFFIC IMPACT STUDY RAYSOR Transportation Consulting  ŽŶĚŽŵŝŶŝƵŵĞǀĞůŽƉŵĞŶƚ ͲϲͲ ZĞǀŝƐĞĚdƌĂĨĨŝĐ^ƚƵĚLJ ϰϬϵĂƐƚ^ŚŽƌĞƌŝǀĞ  Ɖƌŝůϭϭ͕ϮϬϭϲ NORTHNot To Scale ĂLJŵŽŶƚ^ƚƌĞĞƚ     ͲDĂŶĚĂůĂLJĂƚĂLJŵŽŶƚ Ͳ'ƵůĨǀŝĞǁĂƚŽƌŽŶĂĚŽ ͲĂƵƐĞǁĂLJĂƚĂƐƚ^ŚŽƌĞ ͲĂƐƚ^ŚŽƌĞĂƚWƌŽũĞĐƚ ͲWŽŝŶƐĞƚƚŝĂĂƚWƌŽũĞĐƚ ϭϱ ϯ ϲϭ ϭϯϳ ϭϱ ϯϴ ϱϯϰϮϲϭϳϮϬϱϲϱϯϬϬ ϭϭϬϭϭϲϯϮϵϭϯ ϲϬϵϯϴϮϱϮϲDĂŶĚĂůĂLJǀĞŶƵĞϭϭϬϭϭϲϭϰϬϭ ϭϲϱ ϵϰϴϱϮProjectSite ProjectSite ĂƵƐĞǁĂLJŽƵůĞǀĂƌĚWŽŝŶƐĞƚƚŝĂǀĞŶƵĞĂƐƚ^ŚŽƌĞƌŝǀĞŽƌŽŶĂĚŽƌŝǀĞ'ƵůĨǀŝĞǁŽƵůĞǀĂƌĚ ϮϬϰϰϲϭϭϬϭϭϲϮϬϰϰϲϬ Ϭ Ϭ ϬϮϬϰϬϬϰϲϬ&/'hZϰ͘Ϭy/^d/E'dZ&&/sK>hD^;ϮϬϭϱͿ  ATTACHMENT A - 1 of 1 ATTACHMENT B HISTORICAL TRAFFIC VOLUME GROWTH 408 EAST SHORE DRIVE TRAFFIC IMPACT STUDY Harbor View Growth Rate CalculationsYearLocationALocationBLocationCLocationDTotalLinearTrend2019 11,800-- -- --11,800 11,9142018 11,800-- -- --11,800 11,7892017 11,800-- -- --11,800 11,6632016 11,600-- -- --11,600 11,5372015 11,400-- -- --11,400 11,4112014 11,200-- -- --11,200 11,2862013 -- -- -- -- -- --2012 -- -- -- -- -- --2011 -- -- -- -- -- --2010 -- -- -- -- -- --2009 -- -- -- -- -- --5 Year Annual Growth Rate >>>1.1%SOURCELocation A: FDOT Count Station 15-9043 [Mandalay Avenue, north of SR 60]Location B: N/ALocation C: N/ALocation D: N/A05,00010,00015,000201420152016201720182019COMPOSITEAADTVOLUMESTraffic VolumeTrendATTACHMENT B - 1 of 2 FLORIDA DEPARTMENT OF TRANSPORTATION TRANSPORTATION STATISTICS OFFICE 2019 HISTORICAL AADT REPORT COUNTY: 15 - PINELLAS SITE: 9043 - MANDALAY AVE, N OF SR 60 YEAR AADT DIRECTION 1 DIRECTION 2 *K FACTOR D FACTOR T FACTOR ---- ---------- ------------ ------------ --------- -------- -------- 2019 11800 V N 5700 S 6100 9.00 55.70 3.30 2018 11800 R N 5700 S 6100 9.00 55.50 3.20 2017 11800 T N 5700 S 6100 9.00 54.50 2.90 2016 11600 S N 5600 S 6000 9.00 55.90 2.90 2015 11400 F N 5500 S 5900 9.00 55.00 2.90 2014 11200 C N 5400 S 5800 9.00 55.40 3.20 2013 13000 S 0 0 9.00 55.20 3.00 2012 13000 F 0 0 9.00 55.00 2.80 2011 13000 C N 0 S 0 9.00 56.50 3.10 ATTACHMENT B - 2 of 2 ATTACHMENT C FDOT GENERALIZED CAPACITIES 408 EAST SHORE DRIVE TRAFFIC IMPACT STUDY 2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES  TABLE 4 Generalized Peak Hour Two-Way Volumes for Florida’s Urbanized Areas1 12/18/12 INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES 1RQ6WDWH6LJQDOL]HG5RDGZD\$GMXVWPHQWV $OWHUFRUUHVSRQGLQJVWDWHYROXPHV E\WKHLQGLFDWHGSHUFHQW  1RQ6WDWH6LJQDOL]HG5RDGZD\V  67$7(6,*1$/,=('$57(5,$/6 &ODVV, PSKRUKLJKHUSRVWHGVSHHGOLPLW  /DQHV0HGLDQ%&'( 8QGLYLGHG   'LYLGHG  'LYLGHG   'LYLGHG   &ODVV,, PSKRUVORZHUSRVWHGVSHHGOLPLW  /DQHV0HGLDQ%&'( 8QGLYLGHG  'LYLGHG  'LYLGHG  'LYLGHG    )UHHZD\$GMXVWPHQWV $X[LOLDU\/DQHV 3UHVHQWLQ%RWK'LUHFWLRQV 5DPS 0HWHULQJ   )5((:$<6 /DQHV%&'(     0HGLDQ 7XUQ/DQH$GMXVWPHQWV /DQHV0HGLDQ([FOXVLYH/HIW/DQHV([FOXVLYH5LJKW/DQHV$GMXVWPHQW)DFWRUV 'LYLGHG<HV1R 8QGLYLGHG1R1R 0XOWL8QGLYLGHG<HV1R 0XOWL8QGLYLGHG1R1R –––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• 4• 3• 2 !• 3• 2•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ource:)ORULGD'HSDUWPHQWRI7UDQVSRUWDWLRQ 6\VWHPV3ODQQLQJ2IILFH ZZZGRWVWDWHIOXVSODQQLQJV\VWHPVVPORVGHIDXOWVKWP ATTACHMENT C - 1 of 1 ATTACHMENT D INTERSECTION ANALYSIS 408 EAST SHORE DRIVE TRAFFIC IMPACT STUDY HCM Unsignalized Intersection Capacity Analysis Harborview Hotel 1: East Shore Drive & Driveway A PM Peak Hour Post-Development Conditions RAYSOR Transportation Consulting Synchro 10 Report Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 7 2 226 0 0 56 Future Volume (Veh/h) 7 2 226 0 0 56 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 8 2 246 0 0 61 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 307 246 246 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 307 246 246 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 99 100 100 cM capacity (veh/h) 685 793 1320 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 10 246 61 Volume Left 8 0 0 Volume Right 2 0 0 cSH 704 1700 1700 Volume to Capacity 0.01 0.14 0.04 Queue Length 95th (ft) 1 0 0 Control Delay (s) 10.2 0.0 0.0 Lane LOS B Approach Delay (s) 10.2 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 21.9% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT D - 1 of 5 HCM Unsignalized Intersection Capacity Analysis Harborview Hotel 2: East Shore Drive & Driveway B PM Peak Hour Post-Development Conditions RAYSOR Transportation Consulting Synchro 10 Report Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 25 2 224 0 0 63 Future Volume (Veh/h) 25 2 224 0 0 63 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 27 2 243 0 0 68 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 311 243 243 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 311 243 243 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 96 100 100 cM capacity (veh/h) 681 796 1323 Direction, Lane # WB 1 NB 1 SB 1 Volume Total 29 243 68 Volume Left 27 0 0 Volume Right 2 0 0 cSH 688 1700 1700 Volume to Capacity 0.04 0.14 0.04 Queue Length 95th (ft) 3 0 0 Control Delay (s) 10.5 0.0 0.0 Lane LOS B Approach Delay (s) 10.5 0.0 0.0 Approach LOS B Intersection Summary Average Delay 0.9 Intersection Capacity Utilization 21.8% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT D - 2 of 5 Harborview HotelHCM Unsignalized Intersection Capacity Analysis : East Shore Drive & Driveway &PM Peak Hour Post-Development Conditions RAYSOR Transportation Consulting Synchro 10 Report Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 0 226 11 16 74 Future Volume (Veh/h) 0 0 226 11 16 74 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 246 12 17 80 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 366 252 258 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 366 252 258 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 99 cM capacity (veh/h) 625 787 1307 Direction, Lane # NB 1 SB 1 Volume Total 258 97 Volume Left 0 17 Volume Right 12 0 cSH 1700 1307 Volume to Capacity 0.15 0.01 Queue Length 95th (ft) 0 1 Control Delay (s) 0.0 1.5 Lane LOS A Approach Delay (s) 0.0 1.5 Approach LOS Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 21.0% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT D - 3 of 5 Harborview HotelHCM Unsignalized Intersection Capacity Analysis : East Shore Drive & Driveway 'PM Peak Hour Post-Development Conditions RAYSOR Transportation Consulting Synchro 10 Report Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 0 0 237 7 2 72 Future Volume (Veh/h) 0 0 237 7 2 72 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 0 0 258 8 2 78 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 344 262 266 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 344 262 266 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 100 100 cM capacity (veh/h) 651 777 1298 Direction, Lane # NB 1 SB 1 Volume Total 266 80 Volume Left 0 2 Volume Right 8 0 cSH 1700 1298 Volume to Capacity 0.16 0.00 Queue Length 95th (ft) 0 0 Control Delay (s) 0.0 0.2 Lane LOS A Approach Delay (s) 0.0 0.2 Approach LOS Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 16.2% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT D - 4 of 5 Harborview HotelHCM Unsignalized Intersection Capacity Analysis : East Shore Drive & Driveway (PM Peak Hour Post-Development Conditions RAYSOR Transportation Consulting Synchro 10 Report Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Volume (veh/h) 2 18 4 222 72 16 Future Volume (Veh/h) 2 18 4 222 72 16 Sign Control Stop Free Free Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 2 20 4 241 78 17 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None None Median storage veh) Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 336 86 95 vC1, stage 1 conf vol vC2, stage 2 conf vol vCu, unblocked vol 336 86 95 tC, single (s) 6.4 6.2 4.1 tC, 2 stage (s) tF (s) 3.5 3.3 2.2 p0 queue free % 100 98 100 cM capacity (veh/h) 658 972 1499 Direction, Lane # EB 1 NB 1 SB 1 Volume Total 22 245 95 Volume Left 2 4 0 Volume Right 20 0 17 cSH 932 1499 1700 Volume to Capacity 0.02 0.00 0.06 Queue Length 95th (ft) 2 0 0 Control Delay (s) 9.0 0.1 0.0 Lane LOS A A Approach Delay (s) 9.0 0.1 0.0 Approach LOS A Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 24.9% ICU Level of Service A Analysis Period (min) 15 ATTACHMENT D - 5 of 5 ATTACHMENT E TURN LANE WARRANT EVALUATION 408 EAST SHORE DRIVE TRAFFIC IMPACT STUDY SOURCE: ADAPTED FROMNCHRP NO. 279 LOCATION:EAST SHORE DRIVE & PROJECT DRIVEWAY A Left Turn Lane Warrant SOUTHBOUND LEFT TURN LANE RESULT:NOT APPLICABLE SOURCE: ADAPTED FROM NCHRP NO. 279 Right Turn Lane Warrant NORTHBOUND RIGHT TURN LANE RESULT:NOT APPLICABLE HARBORVIEW HOTEL TURN LANE WARRANT EVALUATION ATTACHMENT E - 1 of 5 SOURCE: ADAPTED FROMNCHRP NO. 279 LOCATION:EAST SHORE DRIVE & PROJECT DRIVEWAY B Left Turn Lane Warrant SOUTHBOUND LEFT TURN LANE RESULT:NOT APPLICABLE SOURCE: ADAPTED FROM NCHRP NO. 279 Right Turn Lane Warrant NORTHBOUND RIGHT TURN LANE RESULT:NOT APPLICABLE HARBORVIEW HOTEL TURN LANE WARRANT EVALUATION ATTACHMENT E - 2 of 5 SOURCE: ADAPTED FROMNCHRP NO. 279 LOCATION:EAST SHORE DRIVE & PROJECT DRIVEWAY C Left Turn Lane Warrant SOUTHBOUND LEFT TURN LANE RESULT:NOT WARRANTED SOURCE: ADAPTED FROM NCHRP NO. 279 PM PEAK HOUR Left Turn Volume: 16 vph Approach Volume: 90 vph Opposing Volume: 237 vph Right Turn Lane Warrant NORTHBOUND RIGHT TURN LANE RESULT:NOT WARRANTED PM PEAK HOUR Right Turn Volume: 11 vph Approach Volume: 237 vph HARBORVIEW HOTEL TURN LANE WARRANT EVALUATION ATTACHMENT E - 3 of 5 SOURCE: ADAPTED FROMNCHRP NO. 279 LOCATION:EAST SHORE DRIVE & PROJECT DRIVEWAY D Left Turn Lane Warrant SOUTHBOUND LEFT TURN LANE RESULT:NOT WARRANTED SOURCE: ADAPTED FROM NCHRP NO. 279 PM PEAK HOUR Left Turn Volume: 2 vph Approach Volume: 74 vph Opposing Volume: 244 vph Right Turn Lane Warrant NORTHBOUND RIGHT TURN LANE RESULT:NOT WARRANTED PM PEAK HOUR Right Turn Volume: 7 vph Approach Volume: 244 vph HARBORVIEW HOTEL TURN LANE WARRANT EVALUATION ATTACHMENT E - 4 of 5 SOURCE: ADAPTED FROMNCHRP NO. 279 LOCATION:EAST SHORE DRIVE & PROJECT DRIVEWAY E HARBORVIEW HOTEL TURN LANE WARRANT EVALUATION Left Turn Lane Warrant NORTHBOUND LEFT TURN LANE RESULT:NOT WARRANTED SOURCE: ADAPTED FROM NCHRP NO. 279 PM PEAK HOUR Left Turn Volume: 4 vph Approach Volume: 226 vph Opposing Volume: 88 vph Right Turn Lane Warrant SOUTHBOUND RIGHT TURN LANE RESULT:NOT WARRANTED PM PEAK HOUR Right Turn Volume: 16 vph Approach Volume: 88 vph ATTACHMENT E - 5 of 5 UPDATED 11-16-2021; MTP Address of Receiving Property Rooms Allocated Total Rooms Proposed Total Rooms Built Acreage Units / Acre Rooms per Base Density CDB Meeting City Council Approval Site Plan Approval Needed by Final Project Expiration Case Number Planner Notes 101 Coronado Drive (Pier 60 Hotel)72 108 108 0.72 150.00 36 5/19/2009 8/6/2009 Constructed Constructed FLD2009-03013 / DVA2009-00001 Wells Permit Status is completed. BCP2011-02294; BTR issued: BTR-0030708; 108 units; DBPR# HOT6215786 619 S. Gulfview Boulevard (Shephard's) 42 160 160 2.37 67.51 118 11/17/2009 12/17/2009 Constructed Constructed FLD2008-12033 / DVA2008-00002 Wells Allocated rooms reduced from 68 to 42 - minor revision on July 6, 2011; Permit Status is completed. BCP2011-09106/BCP2013-02542; BTR-9005301: DBPR MOT6203452 655 S. Gulfview Boulevard (Hampton Inn / Quality Inn): (Hampton Inn: 635 Gulfview; Quality Inn: 655 Gulfview)90 181 181 1.44 125.96 71 N/A 4/16/2014 Constructed 2/6/2017 DVA2013- 03001 / HDA2014-02001 / FLD2013- 03011 / FLD2014-03007 Nurnberger BCP2014-06256 - issued 12/17/2014 / BCP2014-07307 - issued 02/06/2015; Permit Status is completed. BTR9021241 - QUALITY INN: 91 units; DBPR #MOT6205082; BTR-0038694 - HAMPTON INN & SUITES; DBPR LIC # HOT6215807; Total units: 182 316 Hamden Drive (Hotel B) 79 units allocated; 118 units proposed; 39 units base density; 0.82 acres 300 Hamden Drive (Hotel A) 95 units allocated; 142 units proposed; 47 units base density; 1.10 acres 521 South Gulfview Boulevard (Entrada)30 344 344 3.908 88.02 314 N/A 6/19/2014 Constructed 5/24/2015 HDA2014- 04002 / FLD2013-11038 / FLD2014- 06019 Parry site plan as related to HDA214-04002 approved as part of FLD2013- 11038. New site plan approval request to accommodated approved units as part of the HDA - FLD2014-06019 - approved; BCP2014-11452 issued 08/07/2015; Permit Status is completed. BTR-0024076 - HOLIDAY INN HOTEL & SUITES: 189 units; BTR-0036443 - EDGE HOTEL: Total units: 362 units 650 Bay Esplanade (DeNunzio Hotel)55 102 102 0.95 107.37 47 6/18/2013 7/19/2013 Constructed 6/23/2017 DVA2013- 02001 / FLS2013-02006 Nurnberger Per 6.1.3.2 of the DVA - The Developer shall obtain permits and commenced construction on the development within four (4) years from the effective date of this Agreement (approx. 7/19/17). BCP2015-10210 - issued 12/10/2015 and is Completed; BCP2016-01459 - issued 03-29-2016 and is Completed. BTR-0036580 - FAIRFIELD INN AND SUITES BY MARRIOTT: 102 units 353 Coronado Drive (Parcel B) (345 Coronado also 395 Coronado)96 144 144 0.962 149.69 48 N/A 6/19/2014 3/18/2022 3/18/2022 HDA2013-08005 / FLD2015- 02005 Parry FLD2015-02005 approved; time extension granted 04-13-2019; Building Permits submitted; BCP2019-040024 listed as "active" as of 08-07-2020; BCP2019-110486 listed as "active" as of 08-07-2020. BCP2020-071064 listed as "active" as of 10-05-2020. Time extension granted 08-20-2021; site plan expiration is 03-18-2022 355 South Gulfview Boulevard (also 385 S Gulfview)59 88 88 0.59 149.15 29 N/A 7/20/2017 7/20/2018 12/7/2020 HDA2017- 04001 / FLD2017-07012 / APP2017- Parry FLD2017-0712 approved; time extension granted 04-24-2019: site plan expiration is 04-06-2022 BCP2019-040435 submitted 04-12-2019; status: revisions needed as 07-16-2021; BCP2019-080810 submitted 08-27-2019 list as "active" as of 07-16-2021 BCP2015-01211 issued 11-13-2015; Permit Status is completed. BTR- 0037618 for 140 units (Residence Inn); BTR-0037619 for 115 units (Springhill Suites); see also HDA2020-08003 / FLD2009-08026B and HDA2020-04002 / FLD2009-08027B for additional information; these additional cases numbers were for the reallocation of the five units that weren't built with the first building permit - they were approved for 260 units but only built 255. The additional noted cases brought back in those five units. Wells HOTEL DENSITY RESERVE PROJECTS - UNDER CONSTRUCTION / CONSTRUCTED 11/17/200939135.421.92255260174 6/13/2015Constructed12/17/2009 DVA2009- 00002 / FLD2009-08026; DVA2009-00003 / FLD2009- 08027 (see also FLD2019-11030) 691 S. Gulfview Boulevard (the Views)92 202 202 1.35 149.97 67 N/A 10/16/2013 10/22/2021 10/22/2021 HDA2013- 08001 / FLD2013-08028 Nurnberger FLD2013-08028 approved; time extension granted 02-09-2018; site plan expiration is 10-22-2021; BCP2020-010379 submitted on 01-15-2020 and is in "active" status; BCP2020-010471 submitted on 01-17-2020 and is in "active" status; BCP2020-110817 submitted on 11-25-2020 and is in "active" status; all as of 07-16-2021. 443 East Shore Drive (Courtyard by Marriott)139 139 110.32 6/19/2012 7/19/2012 5/26/2019 5/26/2019 FLD2012-03008 / DVA2012- 03001 Jackson FLD2012-03008 approved; time extension granted 04-13-2020: permit expiration is 05-18-2021; BCP2014-08618 issued 08/13/2015; Permit Status is Active. Two TDR applications approved (TDR2018-10002 and 10001) which will transfer five hotel units to the site. The total proposed room count has been updated to include these units. An amendment to the original Development Agreement (listed to the left and given the case file number of HDA2012-03001A) was also submitted as was as an amendment to the approved FLD application (noted to the left and given the case file number of FLD2012-03008A). 443 East Shore Drive (Courtyard by Marriott) 1st amendment 12/18/2019 1/17/2019 1/17/2020 1/17/2020 HDA2012-03001A / FLD2012-03008A / TDR2018- 10001 / TDR2018-10002 Teft Site plan approved; see comments above for permitting and other information. 443 East Shore Drive (Courtyard by Marriott) 2nd amendment TBD TBD TBD TBD DVA2012-03001B Parry in review status - only realted to the use of eight slips - has nothing to do with intensity of use. Total Rooms Allocated from Reserve 781 Total Rooms Proposed 1,872 Total Rooms Built 1,867 Address of Receiving Property Rooms Allocated Total Rooms Proposed Acreage Units / Acre Rooms per Base Density CDB Meeting City Council Approval Site Plan Approval Needed by Final Project Expiration Case Number Planner 325 South Gulfview Boulevard (Parcel A)100 180 1.60 112.50 80 N/A 6/4/2014 2/12/2026 2/12/2026 HDA2013-08004 / FLD2014-12034 Parry 405 Coronado Drive (Parcel C)166 1.32 125.76 66 9/18/2014 7/28/2024 7/28/2024 HDA2013-08006 / FLD2015-05016 Parry 405 Coronado Drive (Parcel C) 1st amendment TBD TBD #VALUE!TBD TBD TBD TBD HDA2013-08006A Parry 401 (421) South Gulfview Boulevard (Alanik)9/18/2014 9/18/2015*9/18/2015*HDA2014-06004 Parry 401 (421) South Gulfview Boulevard (Alanik) 1st Amendment 8/20/2015 8/16/2021 8/16/2021 HDA2015-06001/FLD2015-09036 Parry 401 (421) South Gulfview Boulevard (Alanik) 2nd Amendment 248 2.146 114.00 107 N/A 11/21/2019 11/21/2020 12/2/2024 HDA2014-06004A/FLD2015-09036A Parry 40 Devon Drive (Sea Captain)10/15/2014 2/8/2021 2/8/2021 HDA2014-07004 / FLD2015-02006 Jackson 40 Devon Drive (Sea Captain) 1st Amendment TBD TBD 2/20/2022 HDA2014-07004A / FLD2015-02006A Parry FLD2015-09036 approved; time extension granted 10-17-2019; site plan expiration is 06-11-2021; BCP not submitted as of 01-08-2020 * The applicant changed the site plan amending the Dev. Agrmt. resulting in a new site plan approval reqm't and Dev. Agrmt expiration dates. In addition, the FLD was also amended - see below. 227 66 100 71 HOTEL DENSITY RESERVE PROJECTS - APPROVED N/A32148.700.65998 100 N/A 68 114.29 N/A98117.001.953 Notes FLD2014-12034 approved; time extension granted 04-13-2020: site plan expiration is 04-26-2024; BCP not submitted as of 12-21-2020. Time extension granted 08-20-2021; site plan expiration is 02-12-2026 FLD2015-05016 approved; time extension granted 04-21-2020; site plan expiration is 10-11-2022; BCP not submitted as of 07-16-2021. Time extension granted 08-20-2021; site plan expiration is 07-28-2024 in review status 144 144 1.26 The amendment includes a minor amendment previously approved administratively to the hotel building essentially lowering the overall height and adding a detached dwelling on the portion of the site within the LMDR District. The amendment itself added an SFR on the portion of the site within the LMDR district. Permit extension issued 04-05- 2021; expiration is 02-20-2022. FLD2015-02006 approved; time extension granted 07-31-2017; site plan expiration is 02-08-2021; BCP2019-120352 is in "revisions needed" status as of 07-16-2021. HDA2014-06004A approved at 11-21-2019 council meeting; FLD2015-09036A approved 06-16-2020; expires June 16, 2022; No BCP submitted as of 07-16-2021; Time extension granted 08-20-2021; site plan expiration is 12-02-2024 630 South Gulfview Boulevard (Captain Bligh)100 159 1.19 133.61 59 N/A 11/20/2014 2/27/2022 2/27/2022 HDA2014-08007 / FLD2015-02004 Parry 715 South Gulfview Boulevard 93 208 2.313 89.93 115 N/A 2/20/2014 2/20/2022 2/20/2022 HDA2013-12008 / FLD2014-11031 Parry 657 Bay Esplanade 10 27 0.35 77.14 17 8/14/2018 9/11/2018 9/11/2019 6/15/2021 HDA2018-04001 / FLD2018-05012 Parry 850 Bayway 27 60 0.661 90.77 33 N/A 2/7/2019 2/7/2020 9/21/2022 HDA2018-10002 Parry 405/408/409/411 East Shore Drive 8 75 1.11 67.57 55.5 N/A 7/18/2019 7/18/2020 7/18/2020 HDA2019-03001 / FLD2020-05012 Parry 309 Coronado (Parcel/Hotel A)3 118 0.9795 120.47 48 N/A 11/19/2020 11/19/2021 6/24/2024 HDA2020-08003 / FLD2009-08026B Parry 309 Coronado (Parcel/Hotel B)2 142 0.9469 149.96 47 N/A 11/19/2020 11/19/2021 6/24/2024 HDA2020-04002 / FLD2009-08027B Parry Total Rooms Allocated from Reserve 604 Total Rooms Proposed 1,708 Address of Receiving Property Rooms Allocated Total Rooms Proposed Acreage Units / Acre Rooms per Base Density CDB Meeting City Council Approval Site Plan Approval Needed by Final Project Expiration Case Number Planner Total Rooms Pending Allocation Total Rooms in Reserve 1,385 781 10 Total Rooms Allocated from Reserve 1,385 604 11 Total Rooms Pending Allocation 0 1,385 21 Total Remaining For Allocation 0 * There were five units which were allocated from the Reserve, returned to the Reserve and then reallocated from the Reserve to the same project 300 Hamden (Hotel A) and 316 Hamden (Hotel B) and later addressed as 309 Coronado. In order to not erroneously double count these units the original allocation (five units) is not included. Total rooms allocated is 79 which includes 76 units previously allocated and subsequently built; see DVA2009-00002; FLD2009-08026B approved 12-15-2020; Time extension granted 08-20-2021; site plan expiration is 06-24-2024 Notes FLD2020-05012 approved November 17, 2020; Expires November 17, 2022; An amendment to the HDA has been submitted for an increase in units and height and is in the review process as of July 16, 2021. BCP not submitted as of 04-15-0219; application has been appealed. The appeal was denied in Circuit Court on 12-09-2020. The petitioner did not move for second tier certiorari (30 days to do) - deadline was 01-08-2020; FLD2021-04011 approved 09-21- 2021. The original HDA (HDA2016-09001) expired and the 10 units were returned to the Reserve. The same applicant has resubmitted their application at this address and is therefore listed twice in this sheet, once in this line item and once under units returned to the reserve, below. Time extension granted 04-24-2020; site plan expiration is 06-15- 2021 FLD2014-11031 approved; time extension granted 10-17-2019; site plan expiration is 10-19-2022; BCP not submitted as of 01-08-2020 Total rooms allocated is 95 which includes 93 units previously allocated and subsequently built; see DVA2009-00003; FLD2009-08027B approved 12-15-2020; Time extension granted 08-20-2021; site plan expiration is 06-24-2024 HOTEL DENSITY RESERVE PROJECTS - PENDING Total Rooms Allocated but Unbuilt Total Rooms Constructed or Under Construction Total* Total Projects Approved but Unbuilt Total Projects Constructed or Under Construction Total FLD2015-02004 approved; time extension granted 05-31-2019; site plan expiration is 02-27-2022; BCP not submitted as of 12-21-2020 Address of Receiving Property Rooms Allocated Rooms Returned Acreage Units / Acre Rooms per Base Density CDB Meeting City Council Approval Site Plan Approval Needed by Final Project Expiration Case Number Planner 706 Bayway 15 15 0.349 42.98 17 N/A 11/20/2014 11/20/2015 11/20/2015 HDA2014-08006 / FLD2015-06025 Parry 625 South Gulfview Boulevard 69 69 0.69 100.00 64 N/A 12/4/2013 11/20/2015 12/4/2016 HDA2013-08007 Parry 657 Bay Esplanade 10 10 0.35 28.57 17 N/A 3/2/2017 3/9/2018 3/9/2018 HDA2016-09001 Parry 10 Bay Esplanade 35 35 1.16 TBD 58 N/A TBD TBD TBD HDA2017-12002 Parry 300 Hamden Drive (Hotel A) and 316 Hamden Drive (Hotel B)174 5 1.10 4.55 47 11/17/2009 12/17/2009 Constructed 6/13/2015 DVA2009-00003 / FLD2009-08027 and DVA2009-00002 / FLD2009-08026 and FLD2019-11030 Wells Total Rooms Returned 134 Notes HOTEL DENSITY RESERVE UNITS RETURNED TO THE RESERVE BCP2015-01211 issued 11/13/2015; Permit Status is completed. Please see line seven and eight, above for specifics of Hotel A and Hotel B. These two hotels were developed originally as two separate, albeit physically connected, buildings on two separate properties. Subsequent to construction the two properties were joined together through a Unity of Title without City approval. Case FLD2019-11030, currently in review, seeks to rectify this as well as other issues. The two hotels were allocated a total of 174 units from the Reserve and a total of 260 units were proposed. A total of 255 units were actually built. Each respective DVA includes a provision (Section 6.1.5) that provides that any unbuilt units be returned to the Reserve. withdrawn by applicant via email - 10-01-2018 (technically these units were never allocated but are listed here since a case number was created) FLD/FLS application not submitted as of 03-23-2018; does not count towards rooms allocated. Agreement terminated; removed from top two tables; does not count towards rooms allocated. FLD2015-06025 approved on 09-15-15; BCP2016-03372 - submitted 03-15-2016 / BCP2015-12534 - submitted 12/29/2015; both permits in void status. Current permit BCP2017-04049 references FLD2016-12039 which is for Resort Attached Dwellings. HDA Termination pending - scheduled for Council July 20 and August 3, 2017; removed from top two tables; does not count towards rooms allocated. 2nd Reading — City Council 12/2/21 7.3 ID#21-9993 Approve the proposed second amendment to an existing Development Agreement between the City of Clearwater and 411ES, LLC, which provides for certain changes to the conceptual site plan and elevations and increases the overall number of hotel units and height proposed for the subject site; adopt Resolution 21-26 and authorize the appropriate officials to execute same. (HDA2019-03001B; 400/405/408/409/411 East Shore Drive). 7/18/19 start 7/30/20 — TDR application revised for: 400, 405, 408, 409, 411 East Shore Drive "includes teardown of old existing properties ... contributes to boardwalk on East Shore" — AND - states emphatically: "not being used to increase the allowable height of the project." 11/17/20 - CDB Hearing, on CONSENT AGENDA, not contested 11/20/20 - signed agreement for FLD2020-05012/TDR2020-05001 400/405/408/409/411 East Shore Drive 5 pages) by Gina Clayton 11/20/20 with noted requirements: Page 3 # 17 — Parks & Rec Boardwalk Inspection — After, who will maintain the boardwalk — Us/City? Page 5 # 34 — utilities adjacent to the site, installed underground. Page S of S n ' C.onditions- Prior to issuance of Certifjcate of Occypancy 34. That, prior to the issuance of any Certificates of Occupancy,X11 sc*vice lines onto the pco'P 1' anti overhead utilities adjacent to the site _ shall he installed u nei tan css undergrounding is awn to bc: impracticable pursuant to C'1)C -91 . 35. That prior to the issuance: of any Certificate of Occupancy for the overnight accommodations, i.a.- tuvirdwalk is ohtainc4 The issue is this — IF — we want to maintain, promote Clearwater as "bright and beautiful" then we should do our best to provide an ambiance that lives up to the motto. The Council wants to add lights to the Clearwater Bridge and beautify it" at a cost of well over $1,000.00. Is it too much too expect a developer to put in underground utilities to enhance our streets and neighborhoods? During construction (not after) is the best time to do it. At the 1" City Council Hearing underground utilities was "dismissed" by Brian Aungst, Jr., who said: "it's impractical." When questioned further, he said: "the owner will not pay to have that done." To that we say: "WHAT? EXCUSE ME! We're granting FLEXIBILITY, (actual waivers, "gifts" increased revenue, etc.,) WHAT is the Developer giving us?" Here: Two current photos ... the WIRE FREE ... view of Coronado and ... the HODGEPODGE ... view of East Shore Drive. Submitted:Christine/Chris LA FIERA Michalek, 855 Bayway Blvd. #707 Clearwater Point -Clearwater Beach, FL 33767 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9509-21 2nd rdg Agenda Date: 12/2/2021 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.1 SUBJECT/RECOMMENDATION: Adopt Ordinance 9509-21 on second reading, annexing certain real property whose post office address is 1882 Lakeview Road, Clearwater, Florida 33764, into the corporate limits of the city and redefining the boundary lines of the city to include said addition. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/1/2021 Ordinance No. 9509-21 ORDINANCE NO. 9509-21 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, ANNEXING CERTAIN REAL PROPERTY LOCATED ON THE NORTH SIDE OF LAKEVIEW ROAD APPROXIMATELY 435 FEET EAST OF BROOKSIDE DRIVE, WHOSE POST OFFICE ADDRESS IS 1882 LAKEVIEW ROAD, CLEARWATER, FLORIDA 33764 INTO THE CORPORATE LIMITS OF THE CITY, AND REDEFINING THE BOUNDARY LINES OF THE CITY TO INCLUDE SAID ADDITION; PROVIDING AN EFFECTIVE DATE. WHEREAS, the owner of the real property described herein and depicted on the map attached hereto as Exhibit “B” has petitioned the City of Clearwater to annex the property into the City pursuant to Section 171.044, Florida Statutes, and the City has complied with all applicable requirements of Florida law in connection with this ordinance; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following described property is hereby annexed into the City of Clearwater and the boundary lines of the City are redefined accordingly: See attached Exhibit “A” for legal description; (ANX2021-09015) The map attached as Exhibit “B” is hereby incorporated by reference. Section 2. The provisions of this ordinance are found and determined to be consistent with the City of Clearwater Comprehensive Plan. The City Council hereby accepts the dedication of all easements, parks, rights-of-way and other dedications to the public, which have heretofore been made by plat, deed or user within the annexed property. The City Engineer, the City Clerk and the Community Development Coordinator are directed to include and show the property described herein upon the official maps and records of the City. Section 3. This ordinance shall take effect immediately upon adoption. The City Clerk shall file certified copies of this ordinance, including the map attached hereto, with the Clerk of the Circuit Court and with the County Administrator of Pinellas County, Florida, within 7 days after adoption, and shall file a certified copy with the Florida Department of State within 30 days after adoption. Ordinance No. 9509-21 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Frank V. Hibbard Mayor Approved as to form: Matthew J. Mytych, Esq. Assistant City Attorney Attest: Rosemarie Call, MPA, MMC City Clerk Exhibit “A” LEGAL DESCRIPTIONS ANX2021-09015 ========================================================================================= LEGAL DESCRIPTION: A part of the NW ¼ of the NW ¼ of Section 24, Township 29 South, Range 15 East, further described as follows: Begin at the SE corner of the NW ¼ of the NW ¼ of said Section 24, run thence N 00°03’16” East along the 40 acre line 160 feet; thence North 89°09’02” West 99.14 feet; thence South 0°12’45” East 160.0 feet to the 40 acre line; thence South 89°09’02” East along the 40 acre line 98.39 feet to the Point of Beginning; LESS the Southerly 50 feet for Road Right of Way purposes. LYING OUTSIDE OF THE CORPORATE LIMITS OF THE CITY OF CLEARWATER, FLORIDA Exhibit “B” PROPOSED ANNEXATION Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) 2701820304 D 7 8 9 1011 2 3 45 11 12 14 13 6 7 8 113 114 115 116 117 118 121 122 123 124 125 126 1 120 119 179 178 177 176 180 181 182 183 18 1 2 3 4 23 24 25 26 1 2 3 423 24 25 26 1 2 3 4 1 2 3 4 38 39 40 41 42 43 44 45 46 68 69 70 71 72 73 74 75 76 2 3 22/1322/1422/1522/1622/1722/0822/0922/1022/1122/1222/0722/0622/0522/0422/0322/02 22/01 21 11.91 LAKEVIEW RD BROOKSIDE RD SEVER DR SANDRA DR BRENTWOOD DR HAMLIN DR BEVERLY CIR N DOROTHY DR FAIRFIELD DR HI GHFI ELD DR VIEWTOP DR WELLINGTON DR 1310 1304 1 3 2 4 1310 130113001300 13161316 1301 1309 18641861186619451 8 7 8 1 2 5 4 1243 1249 18541931186713 0 8183719151869185519391862186019201876 194118561868186618751837187818821 2 6 0 1239 1 3 2 4 1 3 0 9 1311 1 3 1 9 1 3 1 3 1301 1306 1 3 1 6 1307 1300 1311 1 3 1 3 1305 1317 13 1 6 1 3 1 9 1309 0 1317 3 3 0 1310 1310 1230 18901300 119321242 19271836118891236 193818611921192611 3 2 0 1235 183618361262 19331254 19441 3 1 418411243 1248 19211311 11317 1270 1246 1927191419201238 1231 1323 1-Not to Scale--Not a Survey-Rev. 9/9/2021 LOCATION MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) LAKEVIEW RD SEVER DR BROOKSIDE RD SANDRA DR WELLINGTON DR S HERCULES AVE REBECCA DR JEFFORDS ST RIPON DR LEES CT MAGNOLIA DR HAMLIN DR BROOKSIDE DR KENMOORE DR OXFORD DR OAK LAKE DR DOROTHY DR SEVARD AVE FAIRFIELD DR BEVERLY CIR N KENDALL DR CANTERBURY RD SANDRA DR MAGNOLIA DR RIPON DR REBECCA DR JEFFORDS ST CANTERBURY RD ^PROJECT SITE -Not to Scale--Not a Survey-Rev. 9/9/2021 AERIAL PHOTOGRAPH Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) LAKEVIEW RD LAKEVIEW RD BROOKSIDE RD BROOKSIDE RD SEVER DR SEVER DR SANDRA DR SANDRA DR BRENTWOOD DR BRENTWOOD DR HAMLIN DR HAMLIN DR BEVERLY CIR NBEVERLY CIR N DOROTHY DR DOROTHY DR FAIRFIELD DR FAIRFIELD DR HI GHFI ELD DR HI GHFI ELD DR VIEWTOP DR VIEWTOP DR WELLINGTON DR WELLINGTON DR -Not to Scale--Not a Survey-Rev. 9/9/2021 EXISTING SURROUNDING USES MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) 27018 20304 D 7 8 9 1011 2 3 45 11 12 14 13 6 7 8 113 114 115 116 117 118 121 122 123 124 125 126 1 120 119 179 178 177 176 180 181 182 183 18 1 2 3 4 23 24 25 26 1 2 3 423 24 25 26 1 2 3 4 1 2 3 4 38 39 40 41 42 43 44 45 46 68 69 70 71 72 73 74 75 76 2 3 22/1322/1422/1522/1622/1722/0822/0922/1022/1122/1222/0722/0622/0522/0422/0322/02 22/01 21 11.91 LAKEVIEW RD BROOKSIDE RD SEVER DR SANDRA DR BRENTWOOD DR HAMLIN DR BEVERLY CIR N DOROTHY DR FAIRFIELD DR HI GHFI ELD DR VIEWTOP DR WELLINGTON DR 1310 1304 1 3 2 4 1310 130113001300 13161316 1301 1309 18641861186619451 8 7 8 1 2 5 4 1243 1249 18541931186713 0 8183719151869185519391862186019201876 194118561868186618751837187818821 2 6 0 1239 1 3 2 4 1 3 0 9 1311 1 3 1 9 1 3 1 3 1301 1306 1 3 1 6 1307 1300 1311 1 3 1 3 1305 1317 13 1 6 1 3 1 9 1309 0 1317 3 3 0 1310 1310 1230 18901300 119321242 19271836118891236 193818611921192611 3 2 0 1235 183618361262 19331254 19441 3 1 418411243 1248 19211311 11317 1270 1246 1927191419201238 1231 1323 1-Not to Scale--Not a Survey-Rev. 9/9/2021 School Single Family Residential Single Family Residential Single Family Residential Single Family Residential Single Family Residential ANX2021-09015 Chris T. Purdy 1882 Lakeview Road View looking north at subject property 1882 Lakeview Road West of the subject property East of the subject property Across the street, to the south of the subject property View looking easterly along Lakeview Road View looking westerly along Lakeview Road Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9510-21 2nd rdg Agenda Date: 12/2/2021 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.2 SUBJECT/RECOMMENDATION: Adopt Ordinance 9510-21 on second reading, amending the future land use plan element of the Comprehensive Plan to designate the land use for certain real property whose post office address is 1882 Lakeview Road, Clearwater, Florida 33764, upon annexation into the City of Clearwater, as Residential Low (RL). SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/1/2021 Ordinance No. 9510-21 ORDINANCE NO. 9510-21 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING THE FUTURE LAND USE ELEMENT OF THE COMPREHENSIVE PLAN OF THE CITY, TO DESIGNATE THE LAND USE FOR CERTAIN REAL PROPERTY LOCATED ON THE NORTH SIDE OF LAKEVIEW ROAD APPROXIMATELY 435 FEET EAST OF BROOKSIDE DRIVE, WHOSE POST OFFICE ADDRESS IS 1882 LAKEVIEW ROAD, CLEARWATER, FLORIDA 33764, UPON ANNEXATION INTO THE CITY OF CLEARWATER, AS RESIDENTIAL LOW (RL); PROVIDING AN EFFECTIVE DATE. WHEREAS, the amendment to the Future Land Use Element of the Comprehensive Plan of the City as set forth in this ordinance is found to be reasonable, proper and appropriate, and is consistent with the City's Comprehensive Plan; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The Future Land Use Element of the Comprehensive Plan of the City of Clearwater is amended by designating the land use category for the hereinafter described property, upon annexation into the City of Clearwater, as follows: Property Land Use Category See attached Exhibit “A” for legal description; Residential Low (RL) (ANX2021-09015) The map attached as Exhibit “B” is hereby incorporated by reference. Section 2. The City Council does hereby certify that this ordinance is consistent with the City’s Comprehensive Plan. Section 3. This ordinance shall take effect immediately upon adoption, contingent upon and subject to the adoption of Ordinance No. 9509-21. Ordinance No. 9510-21 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Frank V. Hibbard Mayor Approved as to form: Matthew J. Mytych, Esq. Assistant City Attorney Attest: Rosemarie Call, MPA, MMC City Clerk Exhibit “A” LEGAL DESCRIPTIONS ANX2021-09015 ========================================================================================= LEGAL DESCRIPTION: A part of the NW ¼ of the NW ¼ of Section 24, Township 29 South, Range 15 East, further described as follows: Begin at the SE corner of the NW ¼ of the NW ¼ of said Section 24, run thence N 00°03’16” East along the 40 acre line 160 feet; thence North 89°09’02” West 99.14 feet; thence South 0°12’45” East 160.0 feet to the 40 acre line; thence South 89°09’02” East along the 40 acre line 98.39 feet to the Point of Beginning; LESS the Southerly 50 feet for Road Right of Way purposes. LYING OUTSIDE OF THE CORPORATE LIMITS OF THE CITY OF CLEARWATER, FLORIDA Exhibit “B” PROPOSED FUTURE LAND USE MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) 2701820304 D 7 8 9 1011 2 3 45 11 12 14 13 6 7 8 113 114 115 116 117 118 121 122 123 124 125 126 1 120 119 179 178 177 176 180 181 182 183 18 1 2 3 4 23 24 25 26 1 2 3 423 24 25 26 1 2 3 4 1 2 3 4 38 39 40 41 42 43 44 45 46 68 69 70 71 72 73 74 75 76 2 3 22/1322/1422/1522/1622/1722/0822/0922/1022/1122/1222/0722/0622/0522/0422/0322/02 22/01 21 11.91 LAKEVIEW RD BROOKSIDE RD SEVER DR SANDRA DR BRENTWOOD DR HAMLIN DR BEVERLY CIR N DOROTHY DR FAIRFIELD DR HI GHFI ELD DR VIEWTOP DR WELLINGTON DR I RL RU RU RLRLRL RL RL RL P P RL RL RL RURL RU 1 2 6 0 1310 1304 1 3 2 4 1306 1307 1310 1301 1311 1 3 1 31316 1300 1317 1300 13161316 1301 1309 1864186118661242 19451 8 7 8 1243 1249 186118541926193118361867193313 0 81837 1 3 1 419151869185513111862186019201876 194118561868186618751837187818821239 1 3 2 4 1 3 0 9 1311 1 3 1 9 1 3 1 3 1301 1 3 1 6 1300 1305 1317 1 3 1 9 1309 3 0330 1310 1310 1230 18901300 119321927183611 2 5 4 18891236 1938192111 3 2 0 1235 18361262 1254 194418411243 1248 192111317 1270 19391246 1927191419201238 1231 1323 1-Not to Scale--Not a Survey-Rev. 9/9/2021 LOCATION MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) LAKEVIEW RD SEVER DR BROOKSIDE RD SANDRA DR WELLINGTON DR S HERCULES AVE REBECCA DR JEFFORDS ST RIPON DR LEES CT MAGNOLIA DR HAMLIN DR BROOKSIDE DR KENMOORE DR OXFORD DR OAK LAKE DR DOROTHY DR SEVARD AVE FAIRFIELD DR BEVERLY CIR N KENDALL DR CANTERBURY RD SANDRA DR MAGNOLIA DR RIPON DR REBECCA DR JEFFORDS ST CANTERBURY RD ^PROJECT SITE -Not to Scale--Not a Survey-Rev. 9/9/2021 AERIAL PHOTOGRAPH Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) LAKEVIEW RD LAKEVIEW RD BROOKSIDE RD BROOKSIDE RD SEVER DR SEVER DR SANDRA DR SANDRA DR BRENTWOOD DR BRENTWOOD DR HAMLIN DR HAMLIN DR BEVERLY CIR NBEVERLY CIR N DOROTHY DR DOROTHY DR FAIRFIELD DR FAIRFIELD DR HI GHFI ELD DR HI GHFI ELD DR VIEWTOP DR VIEWTOP DR WELLINGTON DR WELLINGTON DR -Not to Scale--Not a Survey-Rev. 9/9/2021 EXISTING SURROUNDING USES MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) 27018 20304 D 7 8 9 1011 2 3 45 11 12 14 13 6 7 8 113 114 115 116 117 118 121 122 123 124 125 126 1 120 119 179 178 177 176 180 181 182 183 18 1 2 3 4 23 24 25 26 1 2 3 423 24 25 26 1 2 3 4 1 2 3 4 38 39 40 41 42 43 44 45 46 68 69 70 71 72 73 74 75 76 2 3 22/1322/1422/1522/1622/1722/0822/0922/1022/1122/1222/0722/0622/0522/0422/0322/02 22/01 21 11.91 LAKEVIEW RD BROOKSIDE RD SEVER DR SANDRA DR BRENTWOOD DR HAMLIN DR BEVERLY CIR N DOROTHY DR FAIRFIELD DR HI GHFI ELD DR VIEWTOP DR WELLINGTON DR 1310 1304 1 3 2 4 1310 130113001300 13161316 1301 1309 18641861186619451 8 7 8 1 2 5 4 1243 1249 18541931186713 0 8183719151869185519391862186019201876 194118561868186618751837187818821 2 6 0 1239 1 3 2 4 1 3 0 9 1311 1 3 1 9 1 3 1 3 1301 1306 1 3 1 6 1307 1300 1311 1 3 1 3 1305 1317 13 1 6 1 3 1 9 1309 0 1317 3 3 0 1310 1310 1230 18901300 119321242 19271836118891236 193818611921192611 3 2 0 1235 183618361262 19331254 19441 3 1 418411243 1248 19211311 11317 1270 1246 1927191419201238 1231 1323 1-Not to Scale--Not a Survey-Rev. 9/9/2021 School Single Family Residential Single Family Residential Single Family Residential Single Family Residential Single Family Residential ANX2021-09015 Chris T. Purdy 1882 Lakeview Road View looking north at subject property 1882 Lakeview Road West of the subject property East of the subject property Across the street, to the south of the subject property View looking easterly along Lakeview Road View looking westerly along Lakeview Road Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9511-21 2nd rdg Agenda Date: 12/2/2021 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.3 SUBJECT/RECOMMENDATION: Adopt Ordinance 9511-21 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post office address is 1882 Lakeview Road, Clearwater, Florida 33764, upon annexation into the City of Clearwater, as Low Medium Density Residential (LMDR). SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/1/2021 Ordinance No. 9511-21 ORDINANCE NO. 9511-21 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY BY ZONING CERTAIN REAL PROPERTY LOCATED ON THE NORTH SIDE OF LAKEVIEW ROAD APPROXIMATELY 435 FEET EAST OF BROOKSIDE DRIVE, WHOSE POST OFFICE ADDRESS IS 1882 LAKEVIEW ROAD, CLEARWATER, FLORIDA 33764, UPON ANNEXATION INTO THE CITY OF CLEARWATER, AS LOW MEDIUM DENSITY RESIDENTIAL (LMDR); PROVIDING AN EFFECTIVE DATE. WHEREAS, the assignment of a zoning classification as set forth in this ordinance is found to be reasonable, proper and appropriate, and is consistent with the City's Comprehensive Plan; now, therefore, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following described property located in Pinellas County, Florida, is hereby zoned as indicated upon annexation into the City of Clearwater, and the Zoning Atlas of the City is amended, as follows: The map attached as Exhibit “B” is hereby incorporated by reference. Section 2. The City Engineer is directed to revise the Zoning Atlas of the City in accordance with the foregoing amendment. Section 3. This ordinance shall take effect immediately upon adoption, contingent upon and subject to the adoption of Ordinance No. 9509-21. Property Zoning District See attached Exhibit “A” for legal description; Low Medium Density Residential (LMDR) (ANX2021-09015) Ordinance No. 9511-21 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Frank V. Hibbard Mayor Approved as to form: Matthew J. Mytych, Esq. Assistant City Attorney Attest: Rosemarie Call, MPA, MMC City Clerk Exhibit “A” LEGAL DESCRIPTIONS ANX2021-09015 ========================================================================================= LEGAL DESCRIPTION: A part of the NW ¼ of the NW ¼ of Section 24, Township 29 South, Range 15 East, further described as follows: Begin at the SE corner of the NW ¼ of the NW ¼ of said Section 24, run thence N 00°03’16” East along the 40 acre line 160 feet; thence North 89°09’02” West 99.14 feet; thence South 0°12’45” East 160.0 feet to the 40 acre line; thence South 89°09’02” East along the 40 acre line 98.39 feet to the Point of Beginning; LESS the Southerly 50 feet for Road Right of Way purposes. LYING OUTSIDE OF THE CORPORATE LIMITS OF THE CITY OF CLEARWATER, FLORIDA Exhibit “B” PROPOSED ZONING MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) 2701820304 D 7 8 9 1011 2 3 45 11 12 14 13 6 7 8 113 114 115 116 117 118 121 122 123 124 125 126 1 120 119 179 178 177 176 180 181 182 183 18 1 2 3 4 23 24 25 26 1 2 3 423 24 25 26 1 2 3 4 1 2 3 4 38 39 40 41 42 43 44 45 46 68 69 70 71 72 73 74 75 76 2 3 22/1322/1422/1522/1622/1722/0822/0922/1022/1122/1222/0722/0622/0522/0422/0322/02 22/01 21 11.91 LAKEVIEW RD BROOKSIDE RD SEVER DR SANDRA DR BRENTWOOD DR HAMLIN DR BEVERLY CIR N DOROTHY DR FAIRFIELD DR HI GHFI ELD DR VIEWTOP DR WELLINGTON DR 13011300 1316 1310 1300 1 3 2 4 1310 1304 1301 1316 18671868186619411249 19391243 1876186019201837183718551 8 7 81866 18751309 13 0 8186119151254 1945193118691864185618541862I LMDR LDR LMDR187818821239 1 2 6 0 1 3 1 6 1 3 2 41317 1311 1 3 0 9 1300 1301 0330 1306 1 3 1 9 13 1 6 1 3 1 9 1307 1310 1311 1 3 1 3 1309 1305 1 3 1 3 1310 1317 1236 1921183619141323 1926194413001932111890 1 3 2 019271889111238 1231 1 3 1 4 13111836 1262 1243 1270 1235 1254 1933192719211242 18611248 19201246 1317 18411938183611230 LMDR P -Not to Scale--Not a Survey-Rev. 9/9/2021 LOCATION MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) LAKEVIEW RD SEVER DR BROOKSIDE RD SANDRA DR WELLINGTON DR S HERCULES AVE REBECCA DR JEFFORDS ST RIPON DR LEES CT MAGNOLIA DR HAMLIN DR BROOKSIDE DR KENMOORE DR OXFORD DR OAK LAKE DR DOROTHY DR SEVARD AVE FAIRFIELD DR BEVERLY CIR N KENDALL DR CANTERBURY RD SANDRA DR MAGNOLIA DR RIPON DR REBECCA DR JEFFORDS ST CANTERBURY RD ^PROJECT SITE -Not to Scale--Not a Survey-Rev. 9/9/2021 AERIAL PHOTOGRAPH Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) LAKEVIEW RD LAKEVIEW RD BROOKSIDE RD BROOKSIDE RD SEVER DR SEVER DR SANDRA DR SANDRA DR BRENTWOOD DR BRENTWOOD DR HAMLIN DR HAMLIN DR BEVERLY CIR NBEVERLY CIR N DOROTHY DR DOROTHY DR FAIRFIELD DR FAIRFIELD DR HI GHFI ELD DR HI GHFI ELD DR VIEWTOP DR VIEWTOP DR WELLINGTON DR WELLINGTON DR -Not to Scale--Not a Survey-Rev. 9/9/2021 EXISTING SURROUNDING USES MAP Owner(s): Christopher T. Purdy Case: ANX2021-09015 Site: 1882 Lakeview Road Property Size(Acres): ROW (Acres): 0.249 Land Use Zoning PIN: 24-29-15-00000-220-1700 From : Residential Low (RL) R-3 Single Family Residential Atlas Page: 308A To: Residential Low (RL) Low Medium Density Residential (LMDR) 27018 20304 D 7 8 9 1011 2 3 45 11 12 14 13 6 7 8 113 114 115 116 117 118 121 122 123 124 125 126 1 120 119 179 178 177 176 180 181 182 183 18 1 2 3 4 23 24 25 26 1 2 3 423 24 25 26 1 2 3 4 1 2 3 4 38 39 40 41 42 43 44 45 46 68 69 70 71 72 73 74 75 76 2 3 22/1322/1422/1522/1622/1722/0822/0922/1022/1122/1222/0722/0622/0522/0422/0322/02 22/01 21 11.91 LAKEVIEW RD BROOKSIDE RD SEVER DR SANDRA DR BRENTWOOD DR HAMLIN DR BEVERLY CIR N DOROTHY DR FAIRFIELD DR HI GHFI ELD DR VIEWTOP DR WELLINGTON DR 1310 1304 1 3 2 4 1310 130113001300 13161316 1301 1309 18641861186619451 8 7 8 1 2 5 4 1243 1249 18541931186713 0 8183719151869185519391862186019201876 194118561868186618751837187818821 2 6 0 1239 1 3 2 4 1 3 0 9 1311 1 3 1 9 1 3 1 3 1301 1306 1 3 1 6 1307 1300 1311 1 3 1 3 1305 1317 13 1 6 1 3 1 9 1309 0 1317 3 3 0 1310 1310 1230 18901300 119321242 19271836118891236 193818611921192611 3 2 0 1235 183618361262 19331254 19441 3 1 418411243 1248 19211311 11317 1270 1246 1927191419201238 1231 1323 1-Not to Scale--Not a Survey-Rev. 9/9/2021 School Single Family Residential Single Family Residential Single Family Residential Single Family Residential Single Family Residential ANX2021-09015 Chris T. Purdy 1882 Lakeview Road View looking north at subject property 1882 Lakeview Road West of the subject property East of the subject property Across the street, to the south of the subject property View looking easterly along Lakeview Road View looking westerly along Lakeview Road Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9987 Agenda Date: 12/2/2021 Status: City Manager ReportVersion: 1 File Type: Action ItemIn Control: Economic Development & Housing Agenda Number: 9.1 SUBJECT/RECOMMENDATION: Approve additional loan financing in an amount not to exceed $1,800,000 for an 81-unit affordable housing development project at 610 Franklin Street and authorize the appropriate officials to execute same. SUMMARY: The Community Redevelopment Agency of the City of Clearwater (CRA) is under a development agreement with Blue Pierce, LLC (Blue Pierce) for development of the CRA-owned site located at 610 Franklin Street. Blue Pierce is wholly owned by Blue Sky Communities, LLC (Blue Sky). Since submitting their initial application in September 2019, Blue Pierce’s total development costs for the project have increased by an estimated $5,412,022. At the October 18 CRA meeting, CRA Director Amanda Thompson explained that Blue Pierce was seeking an additional $2,000,000 from the City and $2,000,000 from the County to assist with filling the funding gap. City Council, serving as the Board of Trustees of the CRA, instructed staff to provide a recommendation for funding. Blue Pierce has secured an additional $1,360,000 in conventional financing. Following the October 18 CRA Meeting, Blue Pierce also agreed to increase its deferred developer fee which will reduce the portion of the developer fee paid at closing by $389,022 which would directly contribute to filling the funding gap. They have requested a $2,000,000 grant from Pinellas County through the Penny for Pinellas grant program. The final county grant amount, if approved, will be based on the property’s appraised value. Staff Recommendation: In addition to the $610,000 HOME loan previously approved by City Council, staff recommends an additional HOME loan in the amount of $775,000, a loan in the amount of $875,000 funded with HOME-ARP and a $150,000 loan using State Housing Initiatives Partnership Program funds. Blue Pierce has agreed to this proposal of an additional $1,800,000 subsidy rather than the $2,000,000 discussed at the October 18 CRA meeting. Further, if the total gap funding from Blue Pierce, Pinellas County and the City exceeds the $5,412,022 gap, the City’s funding will be reduced by an amount equal to the overage. If total gap funding is less than $5,412,022, then Blue Pierce will be responsible for contributing additional funds. Background: The CRA issued RFP 09-19 on August 17, 2019 to redevelop the former Fire Station 45 site at 610 Franklin Street as a housing tax credit project. Blue Sky, the successful respondent proposed to construct a 9-story, 81-unit housing development with a two-story, 81-space parking garage. The unit mix is 30 one-bedroom, 47 two-bedroom and 4 three-bedroom units. This is a mixed income project with 16% of the units at 30% Area Median Income (AMI), 69% of the units at 60% AMI and 15% of the units at 80% AMI. The total development costs were estimated to be approximately $22,000,000. This included a purchase price of $2,000,000 from Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9987 the CRA and a loan from City/CRA of $747,000 at an interest rate of 4%. The CRA will reimburse the City $305,000 for their portion of the loan. The City/CRA amended the development agreement in 2020 to reduce the loan to $610,000 based on requirements established by Florida Housing Finance Corporation. This loan will be funded with HOME Investment Partnership Program funds (HOME). APPROPRIATION CODE AND AMOUNT: N/A USE OF RESERVE FUNDS: N/A Page 2 City of Clearwater Printed on 12/1/2021 HOME Maximum Per-Unit Subsidy Limits for Multi-Family Bedrooms HOME Maximum Per- Unit Subsidy Limit 0 $153,314 1 $175,752 2 $213,718 3 $276,482 4+ $303,490 Blue Dolphin Recommended Subsidy Key points: • The city will provide one HOME loan for $610k @ 4% interest, one SHIP loan for $150k at 0% interest, one additional HOME loan for $775k @ 0% interest and one HOME-ARP loan for $875k at 0% interest. Note: The Local Government Area of Opportunity (LGAO) loan for $610k @ 4% interest has already been approved by Council. • The one unit to be funded with SHIP will be a special needs household. • It is critical that the subsidy does not exceed the HOME Maximum Subsidy identified above. • It is critical that the assistance does not exceed 11 HOME units which would trigger Davis Bacon (the SHIP unit is not a HOME match therefore it will serve as the 12th unit without triggering Davis Bacon). • City liens will be positioned directly behind the first mortgage. Funding proposal to provide the $610k LGAO funding at 4% interest and an additional $1.8MM at 0% interest. Total funding = $2,410,000. Break-out by unit type: Funding source: 1 SHIP 1-BR unit at $150,000 = $150,000 SHIP 3 HOME 2-BR units at $203,333 (LGAO) ~ $610,000 HOME LGAO 3 HOME 3-BR units at $258,333 ~ $775,000 HOME additional subsidy 5 HOME-ARP 1-BR units at $175,000 = $875,000 HOME-ARP TOTAL $2,410,000 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9962 Agenda Date: 12/2/2021 Status: City Manager ReportVersion: 1 File Type: Action ItemIn Control: Engineering Department Agenda Number: 9.2 SUBJECT/RECOMMENDATION: Approve Supplemental 1 Work Order to Cardno, Inc., of Clearwater, FL., to complete Expanded Ground Penetrating Radar (GPR) Survey at the St. Matthew’s Baptist Church Cemetery, in the amount of $48,223, increasing the work order from $87,888 to $136,111 pursuant to Request for Qualifications (RFQ) 26-19, Engineer of Record Consulting Services (EOR), and authorize the appropriate officials to execute same. SUMMARY: The St. Matthew’s Baptist Church Cemetery, an African American cemetery dating to the early 1900s, was once located along Missouri Avenue, near Cleveland Street. The cemetery operated at the property until the 1940s. According to records from the time, the City of Clearwater established a new African American burial site at the North Greenwood Cemetery and all burials ceased at the property. The property was sold in 1955 by St. Matthew’s Church to developers. The site was developed in the 1960s. Construction at the site has included a department store and the City Annex. The site was later developed to its current state by Crum Properties II LLC. With the recent rediscovery of lost African American cemeteries throughout the region, local community leaders called for confirmation that the burials were properly relocated prior to redevelopment. Community groups and Crum staffing partnered to hire archeologists from the University of South Florida (USF) to review available historical records and complete GPR surveys of the site. The historical records review and GPR surveys identified areas of the former cemetery that showed potential active burials. Crum staffing contacted the City to discuss the findings. City Engineering staff asked Cardno to prepare a work plan and complete an archaeological excavation and ground truthing of the former cemetery. The archaeological excavation confirmed the presence of active burials on the property. As part of the recommendations from the archeological excavation and ground truthing report, Cardno proposed completing an expanded GPR survey of the property to determine the cemetery boundaries. City Council approved the initial expenditure for this project of $87,888 for the archeological excavation and ground truthing on February 4, 2021. Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9962 The GPR survey will take approximately two weeks to complete. A final draft report will be submitted to the City 60 days after completion of the fieldwork. APPROPRIATION CODE AND AMOUNT: 0107010-530100 $$48,223.00 Funds are available in cost code 0107010, 530100, Professional Services to fund this work order. Page 2 City of Clearwater Printed on 12/1/2021 Australia • Belgium • Canada • Colombia • Ecuador • Germany • Indonesia • Italy • Kenya • New Zealand • Papua New Guinea • Peru • Tanzania • United Arab Emirates • United Kingdom • United States • Operations in 85 countries Cardno 3905 Crescent Park Drive Riverview, FL 33578 USA Phone +1 813 664 4500 Fax +1 813 664 0440 www.cardno.com August 10, 2021 Mr. Joseph DeCicco Senior Environmental Specialist, City of Clearwater 100 South Myrtle Avenue Clearwater, Florida 33756 Submitted via email to: Joseph.DeCicco@MyClearwater.com Subject: Expanded Ground Penetrating Radar (GPR) Survey at the St Matthews Baptist Church Cemetery. Dear Joe: Cardno is pleased to provide the following scope of work to complete an expanded GPR survey at the St. Matthew’s Baptist Church Cemetery for the above-referenced property (Figure 1). Background / Purpose: In February/March 2020, a partial GPR survey was conducted by archaeologists with the Florida Public Archaeology Network (FPAN) at the Frank Crum Staff Leasing Campus located at 100 S. Missouri Ave in Clearwater, Florida (Figure 2). Around 70 possible burials were identified through that survey, and subsequent ground truthing operations led by Cardno confirmed the presence of historic burials on the property. Historical records indicate the cemetery was originally 2.5 acres, with the eastern 30 feet of the property conveyed to the City of Clearwater in the 1950s in order to expand and pave Missouri Avenue. As part of the recommendations from the archaeological ground truthing and verification survey, Cardno staff proposed an expanded GPR survey of the property. The goal of this survey would be to identify additional historic burials within the suspected cemetery limits, and determine the actual land-use boundaries of the cemetery now situated on the Crum property. This information is vital in order to create an appropriate management plan as well as to determine next steps for the cemetery property. This proposal and project budget are subject to change based on project modifications, and consultation with the property owner and other stakeholders. Proposed Expanded GPR Survey The present scope includes GPR survey of all previously un-surveyed, and accessible, areas within the suspected boundaries of the St Matthews Baptist Church Cemetery plus a 30-foot buffer (Figure 3). Cardno will utilize a GSSI SIR 4000 GPR unit with a 400 MHz antenna in open areas in order to identify the depth and number of additional historic burials, as well as the actual extent of the cemetery where possible. All GPR grid locations will be mapped using sub-centimeter accuracy using appropriate GPS equipment. Given the possibility of historic burials beneath Missouri Avenue, Cardno recommends the inclusion of a portion of the roadway within the expanded GPR survey. T2, a legacy company of Cardno, will utilize a multi-channel Stream EM GPR unit along the roadway and along selected 2 City of Clearwater Expanded GPR Survey at the St Matthews Baptist Church Cemetery www.cardno.com drives within the Crum property. Stream EM is pulled behind a vehicle, allowing for rapid data collection in areas that would be difficult to access with traditional GPR technology. It is also equipped with both 200 and 600 MHz antennae which allow for deep data collection even in areas of complicated subsurface utilities. The GPR testing plan will result in a locational data model that will provide imaging at varying depths beneath the ground surface, and will be used to determine where grave shafts (infilled holes from burials) or burials (coffins or human remains) are located within the property, as well as the relative depth of potential burials beneath the current ground surface. After analysis of the GPR survey data is completed, the results will be compiled in a final report document and submitted for review and comment. Task 1 – Mobilization Upon receipt of a work order and notification to proceed Cardno will begin the mobilization process for the project. This will include coordination with the landowner for appropriate site access, equipment preparation, public meetings, or consultation with any other stakeholders. Task 2 –GPR Survey GPR testing will be conducted across the project area using a GSSI SIR-4000 GPR unit with a 400mhz antenna to determine the extent, depth, and number of potential burials or other buried features. Survey methodology will be designed to maximize the potential to locate historic burials through the use of closely-spaced north south transects. Stream EM GPR will be utilized along roadways and drives within the survey area (Figure 3). All GPR grid locations and other relevant above-ground features will be mapped with sub-centimeter accuracy using appropriate GPS equipment. Task 3 – Data Processing and Mapping All GPR data will be processed using GSSI’s Radan software in order to provide imaging at varying depths beneath the ground surface. All GPR data and grid corner locations will be integrated into a spatial data model using ESRI’s ArcMap 10.8.1 software. Task 4 – Final Report After analysis of the GPR survey data is completed the results will be compiled into a draft final report. The final report draft will be submitted to the City of Clearwater 60 days from the completion of fieldwork. Additional consultation with stakeholders and descendants should be completed prior to any future work at the St Matthew’s Baptist Church Cemetery site. Task 5 (Optional) – Boundary Survey T2 will prepare a Specific Purpose survey defining the boundary of the former St.Matthews Cemetery. The following task will be performed for this Alternate Survey Option.  Recover sufficient existing survey monumentation to recreate and define the original cemetery boundary.  Utilize laser scanner to locate existing improvements within the cemetery boundary.  Provide five (5) hard copy surveys signed and sealed by a surveyor licensed in the State of Florida. 3 City of Clearwater Expanded GPR Survey at the St Matthews Baptist Church Cemetery www.cardno.com  Provide digital AutoCAD file with collected information. Timeline: With authorization to proceed from the City of Clearwater, Cardno will immediately coordinate with the property owner to schedule fieldwork. Weather permitting, GPR survey (Task 2) will take no more than two weeks. A final draft report (Task 4) will be submitted to the City of Clearwater 60 days from the completion of fieldwork. All stipulations in this proposal are based on the assumptions listed below, and are subject to change due to any amendments or increases in scope. Compensation Schedule: Task 1: Mobilization $ 2,420 Task 2: GPR Survey $ 25,903 Task 3: Data Processing and Mapping $ 8,960 Task 4: Report $ 5,440 Total $ 42,723 Optional Task 5: Boundary Survey $ 5,500 Total with Optional Task 5 $ 48,223 Assumptions: 1. Cardno will have full access to the project area for the duration of the estimated field work time and the survey areas will be free of movable obstructions. Cardno can coordinate with the property owner in regards to GPR survey conducted within parking space areas. 2. Areas of heavy brush or vegetation, ditches and areas of standing water, or areas with other immovable surface obstructions will not be included in the survey due to the physical limitations of the GPR unit. 3. GPR survey cannot be conducted during or directly after rainstorms or inclement weather. 4. The discovery of major archaeological features not related to St. Matthew’s Baptist Church Cemetery, such as structural remains or significant prehistoric deposits will be treated under a separate scope of work. Sincerely, Rebecca O’Sullivan, RPA Senior Archaeologist CARDNO Email rebecca.osullivan@cardno.com Paul L. Jones, RPA Senior Principal Technicial Director - Archaeology CARDNO Email paul.l.jones@cardno.com Work Order Initiation Form Page 4 of 6 Revised: 5/13/2020 Figure 1. Estimated legal description (parcel boundary) of the cemetery Work Order Initiation Form Page 5 of 6 Revised: 5/13/2020 Figure 2. Previous GPR survey coverage and results Work Order Initiation Form Page 6 of 6 Revised: 5/13/2020 Figure 3. Proposed expanded GPR areas. Work Order Initiation Form Page 4 of 6 Revised: 5/13/2020 Figure 1. Estimated legal description (parcel boundary) of the cemetery Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Document Information i Document Information Prepared for Project Name Project Number Project Manager Principal Investigator Date City of Clearwater 100 South Myrtle Avenue Clearwater, FL 33756 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery, Clearwater, FL E221090203 Paul L. Jones, M.A., RPA Rebecca O’Sullivan, M.A., RPA October 2021 Prepared by: Rebecca O’Sullivan RPA, Lucy D. Jones, Kelsey Kreiser RPA, Erin McKendry RPA, and Kerri Klein RPA 3905 Crescent Park Drive Riverview, FL 33578 www.cardno.com © Cardno. Copyright in the whole and every part of this document belongs to Cardno and may not be used, sold, transferred, copied or reproduced in whole or in part in any manner or form or in or on any media to any person other than by agreement with Cardno. This document is produced by Cardno solely for the benefit and use by the client in accordance with the terms of the engagement. Cardno does not and shall not assume any responsibility or liability whatsoever to any third party arising out of any use or reliance by any third party on the content of this document. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Document Information ii Top Left Cover Photo: The interior of St Matthews Baptist Church in its early days. Image from “Black America Series: Clearwater, Florida. Sandra W. Rooks and Randolph Lightfoot, 2002. Arcadia Publishing, Charleston, South Carolina. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Table of Contents iii Table of Contents 1 Introduction ...................................................................................................................... 1 2 Background Research ..................................................................................................... 3 2.1 Archival Research ............................................................................................................... 3 2.2 St Matthews Baptist Church Cemetery History ................................................................... 4 2.3 People of St Matthews Baptist Church Cemetery ............................................................. 12 3 Research Design ............................................................................................................ 20 3.1 Field Methods .................................................................................................................... 20 3.2 Laboratory Methods........................................................................................................... 21 3.2.1 Artifact Categories.............................................................................................. 21 3.3 Curation ............................................................................................................................. 26 3.4 Criteria for NRHP Eligibility ............................................................................................... 26 4 Excavation Results ........................................................................................................ 27 4.1 Overview of Operation Areas ............................................................................................ 27 4.2 Operation 1 (OP1) ............................................................................................................. 33 4.2.1 Burial 1, Burial 2, and Burial 3 – Test Unit 4 ...................................................... 33 4.2.2 Burial 4 ............................................................................................................... 39 4.2.3 Burial 5 – Test Unit 1.......................................................................................... 39 4.2.4 Burial 6 ............................................................................................................... 45 4.2.5 Burial 7 ............................................................................................................... 45 4.2.6 Burial 8 – Test Unit 2.......................................................................................... 47 4.3 OP-1 SE ............................................................................................................................ 51 4.3.1 Burial 9 – Test Unit 3.......................................................................................... 51 5 Discussion ...................................................................................................................... 55 5.1 Burial Markers and Cemetery Landscape ......................................................................... 55 5.2 Coffin and Burial Types ..................................................................................................... 57 5.2.1 Shipping Crates and Outer Boxes ..................................................................... 57 5.2.2 Viewing Windows ............................................................................................... 59 5.2.3 Coffin Hardware ................................................................................................. 61 5.3 Grave Offerings and Personal Items ................................................................................. 64 5.3.1 Shells ................................................................................................................. 65 5.3.2 Ceramic Vessels ................................................................................................ 67 5.3.3 Coins .................................................................................................................. 69 6 Conclusions and Recommendations ............................................................................ 70 6.1 Overview of Findings ......................................................................................................... 70 6.2 Recommendations............................................................................................................. 70 6.3 Procedure for Discovery of Unmarked Human Burials 71 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Table of Contents iv 7 References Cited ............................................................................................................ 74 Appendices Appendix A Names of those Possibly Buried at the St Matthews Baptist Church Cemetery Tables Table 1 Previous Cultural Resource Surveys within One-Quarter Mile of the Project Area ............ 3 Table 2 Artifact Categories Used ................................................................................................... 21 Table 3 Summary of All Exposed Grave Shafts............................................................................. 32 Table 4 Artifacts collected from Test Unit 1 in OP1 ....................................................................... 44 Table 5 Artifacts Collected from Test Unit 2, OP1 ......................................................................... 49 Table 6 Artifacts Collected from Test Unit 3, OP1-SE ................................................................... 53 Figures Figure 1 Project location in Clearwater, Pinellas County, Florida ..................................................... 2 Figure 2 Images of the St Matthews Baptist Church through time included in an article from the Clearwater Sun in August 1980 ............................................................................ 5 Figure 3 Drawing of proposed Cleveland Plaza, showing parking on the west side of Missouri across from the shopping center, which would have been to the immediate north of the cemetery ........................................................................................ 7 Figure 4 Clearwater City Commission minutes from November 5, 1954 showing fee assessments for road improvements along Missouri Avenue ............................................ 8 Figure 5 View looking east across Missouri Avenue toward site where new Clearwater YMCA will be built ............................................................................................................... 9 Figure 6 Snippet of 1957 aerial photograph with cemetery location highlighted in orange ............ 10 Figure 7 Artist rendering of the new Montgomery Wards building constructed along Missouri Avenue ................................................................................................................ 11 Figure 8 Artist’s rendering of the planned IMR world headquarters complex built on Missouri Avenue ................................................................................................................ 12 Figure 9 Rev. Arthur Jackson .......................................................................................................... 13 Figure 10 Rev. Hines performs baptisms in Stevenson Creek in 1934 ............................................ 15 Figure 11 Detail from death certificate of Baby Robinson showing place of burial as “St. Matthews Cemetery, Clearwater” ..................................................................................... 16 Figure 12 “Mack Dixon Sr. is shown here with his wife [Florence] and 13 of his 15 children in a 1905 photo” ................................................................................................................ 17 Figure 13 Proposed verification areas .............................................................................................. 28 Figure 14 Overview of ground truthing in Area 1, including OP1 and OP1-SE ................................ 29 Figure 14 General view of operation area showing change in topography ....................................... 30 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Table of Contents v Figure 15 Views of general stratigraphy across OP1 and OP1-SE. Top: east wall of OP1-SE looking east, Middle: east wall of OP1 looking east, Bottom: west wall of OP1 looking west ...................................................................................................................... 31 Figure 17 View of Burial 1 grave shaft exposure looking north ......................................................... 34 Figure 18 View of Burial 2 grave shaft exposure looking north ......................................................... 34 Figure 19 View of Burial 3 grave shaft exposure looking north ......................................................... 35 Figure 20 View looking west of Test Unit 4 showing grave shaft features and coffin or shipping crate outline in Burial 2 ....................................................................................... 37 Figure 21 Map showing Test Unit 4 location ..................................................................................... 36 Figure 22 Test Unit 4 west wall profile ......................................................................... 38 Figure 23 View of Burial 4 grave shaft exposure looking north ......................................................... 39 Figure 24 Aerial drone image of OP1, showing burials and location of TU1 .................................... 41 Figure 26 TU1, B5, Level 2 closing photo, showing outer crate stain and hardware on NE and SE corner ................................................................................................................... 43 Figure 27 TU1, B5, Level 4 closing photo, showing coffin inside outer crate ................................... 43 Figure 28 TU1, B5, showing coffin lid exposure................................................................................ 44 Figure 29 View of Burial 6 grave shaft looking north......................................................................... 46 Figure 30 View of Burial 7 grave shaft looking north......................................................................... 46 Figure 31 View looking north showing initial exposure of Burial 8 and surrounding disturbances ...................................................................................................................... 48 Figure 32 View looking south showing top of Test Unit 2 ................................................................. 48 Figure 3 Overview facing east showing initial exposure of Burial 9 ................................................ 52 Figure 34 Coffin exposure of Burial 9 along the eastern edge of OP1-SE ....................................... 54 Figure 3 1926 and 1942 aerial photographs showing the location of St Matthews Baptist Church Cemetery .............................................................................................................. 57 Figure 36 Top: View of Burial 5 showing viewing window and possible iron cap lifter, Bottom left: sample of flat glass from Burial 9 viewing window, Bottom right: sample of copper lining from Burial 9 ................................................................................ 60 Figure 37 “Half Glass Metallic Lining for Square Caskets” from National Casket Company Catalogue Q, circa 1921 ................................................................................................... 61 Figure 38 Examples of corrugated iron fasteners found in burials at the St Matthews Baptist Church Cemetery .............................................................................................................. 62 Figure 39 “P. Starr Double Pointed Corrugated Fastener. No. 406,545; Patented July 9, 1889.” (U.S. Utility Patent No. 406545)............................................................................. 62 Figure 40 Two small lining tacks found in Burial 5 ............................................................................ 63 Figure 41 Various examples of coffin lining tacks from the Hearne Brothers Coffin and Casket Catalogue, early 1900s. ........................................................................................ 64 Figure 42 Quahog clam shell found in the grave shaft of Burial 8 .................................................... 66 Figure 43 McCoy “Leaf and Flowers” vase recovered from Burial 1, along with image of a whole vase in the same pattern ........................................................................................ 68 Figure 44 1916 and 1923 U.S. pennies recovered from Burial 9 ...................................................... 69 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Table of Contents vi Figure 45 Proposed expanded GPR survey area to determine land-use boundaries of cemetery ........................................................................................................................... 72 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Introduction-1 1 Introduction This report details the findings of a targeted archaeological ground truthing and verification project conducted at the St Matthews Baptist Church Cemetery site in Clearwater, Pinellas County, Florida. The subject property (a portion of Pinellas County parcel 15-29-15-65196-000-0040) is currently owned by Crum Properties II LLC and is located at 100 S Missouri Avenue, Clearwater (Figure 1). The property’s current use is as a private staffing company (FrankCrum), and above-ground features include an office building, entry roads, parking lots, fountains, and landscaping. The land was platted in January of 1906 as R.H. Padgett’s Subdivision in the SE1/4 of the NW1/4 of Section 15, Township 29 South, Range 15 East (Hillsborough County Plat Book 5, Page 27). The cemetery itself is located in the E1/2 of Lot 1 of R. H. Padgett’s Subdivision, and comprises approximately 2.5 acres. In 2019, Clearwater residents and members of the Clearwater Heights Reunion Committee reported that a historic African American cemetery might still be located on what was now the FrankCrum property on the corner of Cleveland Street and Missouri Avenue. Through the research and advocacy of these community members, two ground penetrating radar (GPR) surveys were conducted on the property with permission of the property owner (Moates and O’Sullivan 2020); approximately 70 GPR returns, or anomalies, consistent with historic burials were identified. To confirm that these anomalies are indeed historic burials related to the St Matthews Baptist Church Cemetery, the property owner (FrankCrum) and the City of Clearwater reached an agreement to allow a targeted archaeological ground truthing and verification project within the suspected cemetery. The goal was to verify the presence of at least one burial through minimally invasive archaeological excavation. Per the project agreement, three potential verification areas were identified, although ground truthing was only conducted within the first area. In March of 2021, Cardno staff conducted an archaeological ground truthing operation on the property. The results of this work are reported in full below. Cardno staff have also included detailed discussion of some of the artifacts recovered from individual grave shafts, potential names of individuals buried at the cemetery, and recommendations for future work needed at this site. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Introduction-2 Figure 1 Project location in Clearwater, Pinellas County, Florida Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-3 2 Background Research 2.1 Archival Research A review of Florida Master Site File (FMSF) data (GIS format updated January 2020) within one quarter mile of the St Matthews Baptist Church Cemetery property revealed 11 previous cultural resource surveys within that radius. These surveys were conducted between 1991 and 2020, with three being countywide surveys (Table 1). Two previous remote sensing surveys were conducted on the subject property in 2020 (Survey No. 26940 and 26941). At the request of the Clearwater Upper Pinellas Branch of the NAACP and FrankCrum, staff of the West Central Regional Center of the Florida Public Archaeology Network (FPAN) conducted two Ground Penetrating Radar (GPR) surveys on locations within the FrankCrum property where residents remembered a cemetery being located. The first survey did not reveal any traces of historic burials consistent with a cemetery, but while FPAN staff were finishing the data collection another local resident came forward with information on the cemetery’s location. Additional research by FPAN staff led to the discovery of Clearwater City Council documents that detailed the cemetery’s name and location. With the approval of the landowner, FPAN staff returned to survey select areas within this new portion of the property. GPR survey in this area identified approximately 70 buried features consistent with historic burials (Moates and O’Sullivan 2020). Table 1 Previous Cultural Resource Surveys within One-Quarter Mile of the Project Area Survey No. Title Year Sponsor 2827 An Archaeological and Historical Survey of the Unincorporated Areas of Pinellas County, Florida 1991 Pinellas County Commissioners 3613 A Cultural Resource Assessment Survey, Drew Street (SR 590) PD&E Study from Pierce Boulevard to NortheastCoachman Road, Pinellas County, Florida [2 Volumes]1993 FDOT 5295 Clearwater Historic Preservation Survey and Planning Project: The Clearwater Central Business District and the Old Clearwater Bay Neighborhood 1998 City of Clearwater 6792 Technical Memorandum, A Cultural Resource Assessment Survey for Right of Way (ROW) Transfer on Alternate US 19 from Missouri Avenue to Myrtle Avenue, Pinellas County 2002 FDOT 16115 Countywide Cultural Resources Survey, Pinellas County, Florida 2008 Pinellas County 18856 Historic Resources Survey Update Technical Memorandum SR 590/Drew Street from Alternate US 19/SR 595/N. Myrtle Avenue to East of Mariva Avenue, Pinellas County, Florida 2011 FDOT 23811 Section 106 Review. Form 621, Downtown Clearwater Site (N0. A2H1001A), Pinellas County, FL, DEA No. 21410017, Prepared for T-Mobile USA, Inc., Prepared by Dynamic Environmental Associates, Inc. 2014 Dynamic Environmental Associates, Inc. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-4 Survey No. Title Year Sponsor 25403 Pinellas County Bridges Historic Resources Survey 2018 Pinellas County Planning Department 26940 Preliminary Report for Ground Penetrating Radar (GPR) Survey of Frank Crum Leasing Company Property in Clearwater, FL; 14 February 2020 2020 FrankCrum/NAACP Clearwater Upper Pinellas Branch 26941 Preliminary Report for Additional Phase of Ground Penetrating Radar (GPR) Survey, Frank Crum Company Property in Clearwater, FL; 10 March 2020 2020 FrankCrum/NAACP Clearwater Upper Pinellas Branch 2.2 St Matthews Baptist Church Cemetery History The land that would eventually become the St Matthews Baptist Church Cemetery was first purchased sometime before 1855 by John M. Grant of Litchfield County, Connecticut, from the federal government. It is unclear if Grant ever visited or lived in Florida, but in 1884 J.S. Cowden purchased his property in Section 15, Township 29 South, Range 15 East (Hillsborough County Direct Index of Unplatted Lands, page 203). Cowden sold the property to J. C. Greeley, a Jacksonville politician and businessman, later in 1884 (Hillsborough County Direct Index of Unplatted Lands, page 81). With the arrival of the Orange Belt Railroad to the Pinellas Peninsula in 1888, new residents, tourists, and businesses flocked to the area, and communities like the new City of St Petersburg and City of Clearwater (incorporated in 1891) began to grow. In 1904, Robert H. Padgett purchased the Greeley’s property in Section 15 (Hillsborough County Direct Index to Unplatted Lands, page 173). Padgett (1846- 1915), an Englishman who grew up in Wisconsin and served in the Union Army, moved to Clearwater in 1895 (Tampa Tribune 11 Jan 1915 “Clearwater Pioneer Goes to His Reward”). By 1901, Padgett was an insurance agent, buying and selling land and collecting rent for out of town owners (St Petersburg Times [SPT] 13 July 1901 advertisement for R. H. Padgett). He was a member of the Episcopal Church and numerous fraternal orders (Tampa Tribune 11 Jan 1915 “Clearwater Pioneer Goes to His Reward”). He also served as the Mayor of Clearwater for a brief stint between 1904 -1905. According to a Works Progress Administration (WPA) survey of churches conducted in the late 1930s and early 1940s, St Matthews Baptist Church of Clearwater was established in 1902 with its first building at the corner of Seminole Street and Railroad Avenue (WPA Church Records Collection, Florida Memory). However, a Clearwater Sun article from August 1980 on the 85th anniversary of the church indicates that it was established in 1895 (Figure 2) (Clearwater Sun 2 August 1980). The church had a wood-frame building on Seminole Street in Clearwater and served the African American community of the area (WPA Church Records Collection, Florida Memory). The same congregation still exists today in a later building constructed in the mid-1940s in the same area at the corner of Seminole Street and Railroad Avenue. On May 29, 1909, documentary sources show the church purchased 2.5 acres of land from Robert H. Padgett for $150 with the stipulation that the land was “to be used as a Colored Cemetery” (Hillsborough County Deed Book 153, Page 10). The cemetery property was located a little less than a mile southeast of the church in the Clearwater Heights area, with the original boundaries described as follows: The East one-half (E 1/2) of Lot One (1) of Revised Map of R. H. Padgett’s Subdivision of the SE ¼ of the NW ¼ of Section 15, Township 29 South, Range 15 East, according to the map or plat thereof as recorded in Plat Book 5, Page 27 of the public records of Hillsborough County, Florida of which Pinellas County was formerly a part… Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-5 Figure 2 Images of the St Matthews Baptist Church through time included in an article from the Clearwater Sun in August 1980 After completion of the draft report for this project, Cardno staff reached out to the leadership of the St Matthews Baptist Church to both share the draft report and see if the church had any information regarding the cemetery. Retha Rivers, the clerk for the church, met virtually with Rebecca O’Sullivan in August of 2021. Ms. Rivers shared that church records do contain information on the cemetery that was not found in other sources. Most importantly, church records state that the cemetery was not solely the property of the St Matthews church, but was also partially owned by the Mt Olive AME Church, Bethany AME Church, and Mt. Zion Methodist Church of Clearwater. Ms. Rivers indicated that at the time, these three churches were much smaller than St Matthews, so they contributed funds to the purchase of the cemetery land but the St Matthews Church handled the formal transaction for the property. All four churches were equal partners in the establishment of what would later come to be known as the St Matthews Baptist Church Cemetery. Sometime in 1912, St Matthews Church records show that there was a meeting between leaders of all four churches with an ownership stake in the cemetery. The three smaller churches, Mt Olive AME, Bethany AME, and Mt Zion Methodist, were unable to keep up with their portion of the payments and expense for the cemetery so it was decided that the St Matthews Baptist Church would take over all expenses for the cemetery at that time (Retha Rivers, personal communication, August 2021). This likely explains why in subsequent records the cemetery is referenced only in relation to the St Matthews church. However, the history of the cemetery is tied to all four places of worship and as burial records indicate, pastors and parishioners from all of these churches are likely buried in the cemetery. In January of 1940, a City of Clearwater resolution established a new cemetery for African Americans in the African American neighborhood north of Clearwater Heights near Stevenson Creek once called the Grove and now known as North Greenwood: Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-6 WHEREAS, it has come to the attention of the City Commission that the cemetery being used for the burial of negroes in Clearwater is inadequate and not well located for the purpose; and WHEREAS the City Commission has been requested to provide ground for a suitable negro cemetery and it is the desire of the City Commission to do so… [and] that after the above described property has been placed in suitable condition for use as a Negro Cemetery, no burials of negroes shall be permitted in Clearwater other than on the above described property. (City of Clearwater Resolution, January 2, 1940) The resolution stated that the previous cemetery set aside for African Americans in Clearwater (St Matthews) had become inadequate for continued use as a cemetery, and established a new burial place in the North Greenwood neighborhood (the cemetery recently re-located on Holt Avenue (McKendry et al. 2021). It also stated that all burials should cease at St Matthews once the North Greenwood cemetery was opened. Burials did not end at St Matthews after 1940, however, and numerous death records and oral history accounts indicate that burials continued into the 1950s. The Clearwater Heights Neighborhood, also known as Mack Dixon’s Subdivision, was a thriving African American community for much of the twentieth century. In her book on her family and Clearwater Heights history, Barbara J. Sorey recounts some of the sights and businesses she remembers from the neighborhood during her childhood: In our neighborhood everyone knew each other… The majority of the houses in the community were built on wooden frames and painted white. Some had open airy front porches and some had screened porches. Both were suitable for sitting and visiting with family or friends on warm summer nights…There were three churches in the neighborhood. On the corner of Pierce Street and Madison Avenue stood Bethany C.M.E. Church and on the corner of Gould Street and Madison Avenue was the Friendship Missionary Baptist Church. New Zion Missionary Baptist Church on Brownell Street completed the trio. Many of our neighbors ran successful businesses from their homes and throughout the neighborhood. Mrs. Rose Bryant was the local seamstress…Mrs. Jackson was the local hairdresser…Mr. Isaacs owned a Cab stand on Washington Avenue. The favorite juke joints of the community owned by Mr. Swanson and Mr. Quentin Rembert were also located on Washington Ave… Daddy was the mechanic in the neighborhood that just about everybody with car problems relied on. (Sorey 2007) By 1954, new pressures related to encroaching white-owned developments were impacting the Clearwater Heights neighborhood and the St Matthews Baptist Church Cemetery. In May of 1954, plans were announced for the development of a new shopping center to be called Cleveland Plaza at the southeast corner of the intersection of Cleveland Street and Missouri Avenue (SPT 09 May 1954 “Plaza Group Expands to Clearwater”). These plans included an overflow parking lot on a 180x300-foot site across Missouri Avenue from the new plaza, just north of the cemetery (Figure 3). With the growth of downtown Clearwater, this development was part of an expansion of the downtown commercial district and part of a broader trend toward development of shopping plazas “…to meet changing consumer habits, to take advantage of new transportation lines, and to participate in serving fast-expanding Florida markets” (SPT 17 Nov 1954 “Cleveland Plaza Now Open at Clearwater”). Cleveland Plaza opened in November 1954, and still exists in the same location up until this report writing. Around this same time, newspaper articles detailed an effort by the City of Clearwater to pave and improve streets throughout the City, including in African American neighborhoods. A St Petersburg Times article from October 20, 1954, reported that the City Commission saw the paving project as a way to continue segregationist housing practices within the city. By improving and paving roads in African American neighborhoods, Commission members hoped that it would be an “inducement to confine Negro home building and purchasing to the existing area.” Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-7 Figure 3 Drawing of proposed Cleveland Plaza, showing parking on the west side of Missouri across from the shopping center, which would have been to the immediate north of the cemetery (SPT 09 May 1954) The main document where St Matthews Baptist Church Cemetery is specifically mentioned is a record of a City Commission meeting from November 15, 1954, detailing fee assessment for these improvements, including pavement and sewer, along Missouri Avenue between Court Street and Cleveland Street (Figure 4). Property owners were notified of the amount they owed to the City for the improvements along their property, and advised that if their assessments were not paid within 30 days that a lien would be placed on their property with an additional 8% interest rate per year. St Matthews Baptist Church was assessed $1,251.07 for pavement and $619.70 for sewer along the 330 feet of the cemetery fronting Missouri Avenue. Also, the east 30 feet of the cemetery was conveyed to the City of Clearwater as road right of way for Missouri Avenue at this time, decreasing the overall size of the cemetery. By 1955, North Missouri Avenue was extended to Cleveland Street and paved (SPT 28 Dec 1962 “Slowpace Missouri Ave. Could Be Showplace”). This eased access to the recently built Cleveland Plaza and likely made the properties now fronting on the newly paved road more desirable for similar development. In an oral history collected by the Clearwater Heights Reunion Committee in July of 2018, Leroy Edward Rhodes II (referred to below as LER) remembered this time in the history of the Clearwater Heights neighborhood. Mr. Rhodes was born in 1945 and lived in a house at 308 Missouri Avenue from the time he was around 3 or 4 years old: LER: When I first moved to Clearwater I was about maybe 3 or 4 years old and we moved out, our first house was on our grandfather and grandmother’s property on Missouri avenue it was not paved it was a dead-end street at the graveyard… That house that was at 308 Missouri Avenue was moved when they decided to pave Missouri, and pave it on out to Cleveland. But it was a dirt road that ended right there by the graveyard, our house was right next to the graveyard. Nothing else was back there but woods and snakes and everything else. But we played out there and everything when I first moved here, and it had an outhouse, it didn’t have hardly anything, it was a pretty rural living for the late 40s or 50s. But they decided they were going to pave the street and they didn’t have enough room to keep the house where we were living in there so they moved that house at 308 Missouri to 1154 Gould Street…They moved that house when I was getting ready to go into the third grade and uh at the same time they were in the process of moving the cemetery at that Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-8 Figure 4 Clearwater City Commission minutes from November 5, 1954 showing fee assessments for road improvements along Missouri Avenue Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-9 same time. Because they were extending the road out so they had to take up all of that area and do something with that whole area. Take out the woods and all that stuff, so it was during that time. And that should have been what, in ’53 maybe? Early 50s, uh huh. I’d say ’53 or something like that, ’52 it could have been even earlier. (Rhodes 2018) With fees from the road paving along Missouri Avenue mounting, and according to an affidavit signed in December of 1957 by Reverend H. V. Palmer of St Matthews Baptist Church, the church’s Board of Trustees sold the cemetery property in May of 1955 to Milton D. Jones, Chester B. McMullen Jr, and T. R. Hudd for $15,000. The money was used for much needed improvements to the church, and likely to pay off the lien for road improvements. Jones, McMullen Jr, and Hudd were the same individuals who were paid by the City of Clearwater to move burials from the North Greenwood Cemetery to a new cemetery they established in Dunedin called Parklawn in 1954. It is unclear how many burials were moved from St Matthews to Parklawn after they purchased the St Matthews property in 1955, but at least ten headstones at Parklawn Cemetery in Dunedin have been identified that match names of those originally buried at St Matthews Cemetery (Moates and O’Sullivan 2020). In September of 1956, construction was begun on a new Clearwater YMCA building located just south of the Cleveland Plaza on Missouri Avenue (SPT 21 Sep 1956 “New Clearwater YMCA Site”). A newspaper article from that time included an image of the proposed YMCA, but in the foreground it is possible to see a small sliver of the St Matthews Cemetery (Figure 5; the general area of the cemetery is outlined in orange). No definitive headstones are visible from this aerial view, but there do appear to be numerous open patches of sandy ground surface interspersed between darker patches of plants and ground cover. Figure 5 View looking east across Missouri Avenue toward site where new Clearwater YMCA will be built. St Matthews Cemetery is highlighted in orange (SPT 21 Sep 1956 “New Clearwater YMCA Site”) In February of 1957, McMullen and Jones sold the cemetery property to Raymond L. Round for $110,000, a $95,000 profit on their investment of two years earlier. Another aerial photograph from this time shows Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-10 the cemetery property looks much the same as the previous aerial photos (highlighted in orange in Figure 6). Multiple trees and brush cover the undeveloped property, but houses, the Williams Elementary School, and a parking lot surround the cemetery on all sides. Figure 6 Snippet of 1957 aerial photograph with cemetery location highlighted in orange (west is to the top of the image) https://scholarcommons.usf.edu/flstud_gallery/4172/ In December of 1959 Round sold the same property for $105,000 to Sapier Investment Co., which then developed a Montgomery Wards store in that location. According to a Tampa Tribune article from May 1961 “The deal [to build the Montgomery Wards] hinges on the store officials obtaining enough parking area to provide a 2-1 ration of parking to store area” (Tampa Tribune 16 May 1961 “New Store Contract May Be Signed in Pinellas Monday”). To make the new store more accessible, and to provide for more parking, the City of Clearwater approved the extension of Pierce Street east toward Missouri Avenue, to the south of the store building and through what was once the cemetery. Construction of the Montgomery Wards started in late 1961, and the store opened in February of 1962. The new development included a two-level store with 80,000 square feet of retail space, an outdoor and seasonal sales area, and a six-car automobile servicing center. It also boasted paved parking for 800 cars (Figure 7) (SPT 30 May 1961 “Clearwater Store Gets Montgomery Ward Nod”). Just twelve years later, in August of 1973, the Montgomery Wards was moved to the Clearwater Mall and vacated its location on Missouri Avenue (SPT 23 Aug 1973 “Ward’s Officials Open ‘New Look’ Mall Store”). In June of 1974, the City of Clearwater began plans to purchase the property and remodel it into municipal offices for three departments then located within the old city hall building (SPT 6 Jun 1974 “3 City Offices to Move to Ward’s”). The building remained in use as a City Hall Annex until it was demolished in the late 1990s Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-11 Figure 7 Artist rendering of the new Montgomery Wards building constructed along Missouri Avenue (SPT 15 July 1961 “Montgomery Ward Store Rises at Clearwater”) In January of 1998, the City of Clearwater received an offer from Information Management Resources (IMR) to purchase the now cleared parcel of land at the southwest corner of Cleveland Street and Missouri Avenue (SPT 11 Jan 1998 “City Jumps at IMR’s Offer for Annex Site”). IMR planned to build their global headquarters on the 14-acre property, complete with three new office buildings (Figure 8). Before the purchase could be finalized, IMR required that the land be remediated for oil and gas contamination linked to the old car service center. Under oversight by the State of Florida Department of Environmental Protection (DEP): The city cleaned the groundwater and soil where Montgomery Ward operated a service station in the 1960s and 1970s. Before the store sold the property to the city in 1974, it removed tanks of diesel fuel and gasoline and one oil tank. For years, while operating the old store as its City Hall annex, the city did not know about the contamination. Officials only realized the extent of the problem in the last year after the state required the city to check on any possible contaminated sites. The city removed 8,500 tons of soil and hauled it to a Pinellas County facility, where it was burned and can be returned to the site. Contaminated water has also been pumped out, cleaned and put back into the ground. (SPT 14 January 1998 “Speedy Review of Site Sought”) No graves were found during this remediation work. Even after this initial remediation was completed, in April of 1998 the Clearwater City Commission agreed “to make the city liable for any environmental problems that occur at the former City Hall annex site after it sells the property to [IMR]” (SPT 3 April 1998 “City to Assume Liability at Annex Site”). In June of 1998 the deal was complete, and IMR agreed to pay $1,493,000 to the City of Clearwater for the property (Tampa Tribune 19 June 1998 “Software Company Moving to Clearwater”). Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-12 Figure 8 Artist’s rendering of the planned IMR world headquarters complex built on Missouri Avenue (SPT 18 June 1998 “Clearwater’s Day of Decision”) In July of 1999, construction for the first phase of the IMR complex was completed and about 170 employees had their first day of work in the new building (Clearwater Times 15 July 1999 “IMR Global Opens Doors to New Era”). In 2001, IMR was bought out by CGI Group, a Canadian information technology company, and the property sat vacant beginning in January of 2003. In May of 2004, the Clearwater Times reported that “Crum Services, a family-owned group of temporary staffing and employee leasing companies founded here [Clearwater] in 1981, has inked a deal to buy the sprawling CGI campus downtown” (Clearwater Times 22 May 2004 “Service Company Buys Rooms to Grow”), and the property remains under the ownership of the Crum family until the present day. 2.3 People of St Matthews Baptist Church Cemetery As with any historic cemetery, we will never know the name of every single individual who was once buried at the St Matthews Baptist Church Cemetery. However, death certificates, the Alexander Funeral Home records, obituaries, and military records have provided 552 names of individuals likely buried in this cemetery between 1915 and 1951 (Moates and O’Sullivan 2020). More research should be done to try to find additional names, but this list gives us a good place to start in understanding who was buried at St Matthews as well as identifying possible descendants of these individuals. Only four burial records identified so far (three death certificates and one military headstone request) mention St Matthews Baptist Church Cemetery by name. The majority of those included in Appendix A have “Clearwater Colored Cemetery”, “Colored Cemetery”, or “Clearwater” as their place of burial. During the time St Matthews Cemetery was in most active use (1909-1940) it was likely the only cemetery within Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-13 the City of Clearwater open to African Americans. Another historic African American cemetery, the Safety Harbor African American Cemetery, was in operation at this time but much farther away while the North Greenwood Cemetery near Stevenson Creek did not start operation until sometime in 1940. With this in mind, African Americans who passed away in Clearwater or have their burial place listed as Clearwater between 1909-1940 would most likely been buried at what we now know is the St Matthews Baptist Church Cemetery in the Clearwater Heights area along Missouri Avenue. Below are just a few of the individuals laid to rest in this cemetery by their loved ones; their stories are based on archival documents like death certificates, military enlistment records, census data, city directories, and newspaper articles. None of these short descriptions should be taken as a full picture of any of their lives, as the stories and memories of their families and descendants have not been included, but it is hoped that this information can start to shine a light on the people of St Matthews Baptist Church Cemetery. •(Rev. Arthur L. Jackson (1874-1932) Arthur Lang Jackson (Figure 9) was born on November 16, 1874, in Archer, Florida, a rural farming community in Alachua County with a sizable African American community. In 1893 he married Della Mae Haines and they had at least six children: Carrie, Jessie Maria, Junius, Emma Katina, Clealia, and Foye. Rev. Jackson moved to Clearwater in 1918 with his family and, according to a book about the history of Black communities in Clearwater (Rook and Lightfoot 2002), was the co-founder of the Mt. Zion Methodist Church in 1919. He and “Rev. J.S. Todd came to Clearwater and found two missions serving without a permanent church home. One was serving in a small house and the other in the Methodist mission… The members worked together and decided to purchase two lots so that they could be centrally located and worship together” (Rook and Lightfoot 2002:15). Rev. Jackson died April 29, 1932, at the age of 57 while out of town in Fort Myers. The place of burial on his death certificate is listed as “Clearwater.” Figure 9 Rev. Arthur Jackson (Rook and Lightfoot 2002:15) •Infant Woodridge (1931) On June 30, 1931, a baby boy was born to Peter and Emma Woodridge. The Woodridges were originally from South Carolina but in 1931 they were living in the Greenwood Park neighborhood of Clearwater. The baby was stillborn, and no undertaker was recorded on the death certificate, so it is likely that the baby was buried by family and loved ones. Although his life was tragically short, this baby gives us important information about the history of this cemetery. His death certificate is one of the few that specifically lists “St Matthews Cemetery” as the place of burial. •William Yopp (1914-1951) William Yopp was born August 31, 1914, in Dexter, Georgia. According to his military enlistment card dated 1940, he lived at 109 Madison Avenue, Clearwater, with his wife Vivian Yopp and worked at the Clearwater Mattress Factory on Myrtle Avenue. He served in the 1323rd Engineers General Service Regiment during World War II, then re-enlisted in the Enlisted Reserve Corps in 1945. He was Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-14 honorably discharged in 1948 after rising to the rank of Master Sergeant. When he passed away in April of 1951, Vivian applied for a headstone from the Veterans Administration. The headstone was an upright marble headstone and the name of the cemetery it was delivered to was “St Matthews Cemetery”. This is one of the only other death or burial-related documents that lists the name “St Matthews Cemetery”. Today, you can find William Yopp’s headstone at Parklawn Cemetery in Dunedin where it was presumably moved around 1955 from its original location at the St Matthews Baptist Church Cemetery in Clearwater. •James Yopp (1894-1926) James “Jimmie” Yopp was born in Dexter, Georgia, on October 14, 1894, to Jule and Rosella Yopp. His World War I draft card lists him as being exempt from the draft because he was blind in both eyes. Despite this challenge, Jimmie learned to play the piano and was skilled enough to earn his living as a musician; his death certificate lists his occupation as “Piano Player (Totally Blind)”. Jimmie Yopp died in Clearwater on July 22, 1926, at the age of 31, from heart disease. He was buried by the Alexander funeral home in the “Clearwater Colored Cemetery.” •Thomas Jefferson Rembert (1880-1930) Thomas Jefferson “Jeff” Rembert was born in Bishopville, South Carolina, in 1880 to Abraham and Hannah Rembert. Jefferson married Bessie Mae Walker (1890-1962) and they had eight children: William J. (1911-1957), Ruth E. (1913-1989), Algie A. (1915-1960), Fred Douglas (1916-2006), Quentin T. (1919-1966), James C. (1922-Present), Nell Louise (1925-2008), and Timothy Paul (1927- 1992). The 1920 census records Jeff Rembert working as a drayman (delivery man) in Clearwater, while on the 1930 census he was recorded as working as a waiter in a hotel. At the time of his death in November of 1930, Mr. Rembert was living at 403 Greenwood Avenue, Clearwater, with his family. His place of burial was listed on his death certificate as “Clearwater” and the undertaker was the Williams Funeral Home. One of Jeff and Bessie Rembert’s children is still living in Clearwater today. James C. Rembert is 100 years old and lives near Stevenson Creek and the North Greenwood neighborhood in Clearwater. •Gabriel and Charity Thomas Family Gabriel Bristol Thomas (1834-1916) and Charity Ophelia Foster Thomas (1843-1934) moved to the Clearwater area with their children in 1896 from the Lake Weir area just southeast of Ocala in Marion County. The two were born in Georgia, with Gabriel hailing from the area of Columbus, and had at least eight children: Mary, Rosa Bell, George, Bessie, Lizzie, William, Mitchell, and Eliza. Gabriel Thomas worked as a farmer and passed away on May 12, 1916, at the age of 82 years old from a seizure and paralysis brought on by recurrent malaria. Mr. Thomas was likely an important elder in the community, but Charity Thomas appears to have played a much more active role. “Aunt Charity” Thomas, as she was known by some, worked for 15 years at the Belleview Biltmore hotel in Belleair according to a newspaper article from 1928 declaring that she was very ill at the time (Tampa Tribune, 27 July 1928). She was so popular with the wealthy guests of the hotel that the comfortable home she owned in the Belmont area south of downtown Clearwater “was largely furnished with gifts from her patrons” at the Biltmore (Tampa Bay Times 2000). Unlike many of the African American people buried at the St Matthews Baptist Church cemetery, Charity Thomas appears in several newspaper articles during her lifetime. African Americans were often ignored by white newspapers at this time, and when they did appear it was usually to support racist tropes or stereotypes. Charity, however, had an important acquaintance at the Tampa Tribune: Col. W. F. Stovall the lead Editor and Manager of the paper (Tampa Tribune 12 Aug 1923). As a young boy, Mr. Stovall grew up near the Thomas family in Lake Weir and “often stopped at her home”. Besides being a prominent community member, Charity is also important to the story of this cemetery as one of the founders of the St Matthews Baptist Church (SPT 8 December 1934), where she had her funeral Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-15 service and in whose cemetery she was likely laid to rest with her husband and at least three of her daughters. Her death certificate lists her burial place as “Clearwater Col. Cemetery”. Rosa Bell Thomas (1877-1919) worked as a cook at the Bellview Biltmore hotel along with her mother, Charity. On February 25, 1919, Rosa was walking outside the hotel when she was struck and killed by the Belleview Hotel bus, according to her death certificate. She was 42 years old when she was laid to rest in the “Colored Cemetery” in Clearwater. Eliza Thomas (1897-1930) was the youngest daughter of Charity and Gabriel Thomas, but her story is much more tragic than that of her parents or siblings. At around 8pm on the night of February 5, 1930, an unidentified white man knocked on the door of the Thomas home and Lettia Bailey, a boarder in the home, answered the door. The man asked if Eliza was home, so Lettia went to get her and when Eliza came to the door the man fired a shot gun and killed Eliza. At a later coroner’s inquest, Lettia testified that “she had never seen [the man] before and could not identify if she saw him again” (SPT 8 February 1930) but another witness said he saw “a big car from Plant City and… two men” in the neighborhood. Eliza’s murder was never solved, but she was laid to rest with her family in the “Clearwater Colored Cemetery.” Mary Thomas-Brewer (1872-1939) moved north with her husband Thomas Brewer and settled on Juniper Avenue in Queens, New York City. It is unclear if she had any children, but when she passed away in May of 1939, Mary’s body was shipped back to Clearwater to be buried with her family. The name of the cemetery listed on her death certificate is “St Matthews Baptist Church Cemetery”. This is one of the few death certificates to list St Matthews Cemetery by name, and it is doubly significant because it indicates that the “Clearwater Colored Cemetery” and “Colored Cemetery” where her parents and sisters were buried are in fact one and the same as the “St Matthews Baptist Church Cemetery” listed on Mary’s New-York-issued death certificate. In contemporary cemeteries, and even still today, family plots are the norm sometimes with multiple generations of family members being laid to rest nearby one another. Mary would have undoubtably wanted to be buried in the same cemetery as the rest of her family. •Rev. Joseph Hines (1884-1934) Joseph Hines (Figure 10) was born in North Carolina in 1884, and lived at 1111 Tangerine Street, Clearwater, with his wife Callie Lane who was from Georgia (1890- unknown). According to the 1930 census Callie worked as a hairdresser and Joseph was a Baptist minister. They had one son, Joseph Herman Hines (1919-1979). The picture at left shows Rev. Hines (at center and dressed in a black robe) getting ready to perform baptisms in Stevenson Creek in 1934. Rev. Hines was the first permanent minister of St John Missionary Baptist Church (Rooks and Lightfoot 2002:28). Figure 10 Rev. Hines performs baptisms in Stevenson Creek in 1934 (Rooks and Lightfoot 2002:28) Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-16 •Mary Reddish (1875-1931) According to her death certificate, Mary Reddish was born July 4, 1875, in Ocala, Florida. It is unclear what her maiden name was but in 1890 she married Thomas Reddish and they had three children: Savannah Reddish-Livingston (1897-1957), Mary Reddish-Rhymes (1901-1934), and Joseph Reddish (1902- unknown). At the time of her death at the age of 56 from tuberculosis in December of 1931, she was living at 1215 N Railroad Avenue in Clearwater with her husband. Mary is particularly important to the story of the Clearwater Heights neighborhood and the St Matthews Cemetery as she was a midwife who served these communities. Because of segregationist laws at the time, African American women did not have the same access to prenatal care or hospitals where they could give birth. Mary Reddish served an important role in providing care to those who might not be able to obtain it elsewhere. Her name appears on many of the death certificates for stillborn infants buried at St Matthews Cemetery, and she also used her skills to help local African American women through the successful delivery of their babies. Her daughter Mary Reddish- Rhymes (1901-1934) and three of her grandchildren (Thomas Livingston 1917-1918, Neoma Rhymes 1925, and a grandson Rhymes 1926) are also buried in the St Matthews cemetery. •Hester Wilson (1853-1926) Hester Wilson was born around 1853 in South Carolina, but at the time of her death she was living in Dunedin, Florida. On 28 February 1926 she succumbed to stomach cancer at the age of 73 and was laid to rest in the “Clearwater Colored Cemetery” by the Alexander Funeral Home. •Baby Robinson (1951) Baby Robinson was the son of Bennie Frank Robinson and Mary Lee Harris, and was stillborn at the time of his birth on July 17, 1951, at Morton Plant Hospital. Despite the fact that an ordinance passed by the Clearwater City Commission in 1940 declared that all burials should cease at the St Matthews Baptist Church Cemetery at that time, Baby Robinson’s death certificate lists “St Matthews Cemetery” as his place of burial (Figure 11). Baby Robinson was the grandson of Hester Wilson, and his brother, Bilal F. Habeeb-ullah, still lives in Clearwater. Figure 11 Detail from death certificate of Baby Robinson showing place of burial as “St. Matthews Cemetery, Clearwater” •The Dixon Family No history of the St Matthews Baptist Church Cemetery or the Clearwater Heights neighborhood would be complete without at least a mention of Mack Dixon and the Dixon family (Figure 12). Mack Dixon was born in March of 1877 at Martel, just outside of Ocala, Florida. He married Florence Adams sometime around 1890 and the two had at least 15 children: Ada Dixon-Isaac (1886-1937), Leroy (1890-1983), Viola (1890-unknown), Harry (1892-1954), Ora (1894-1895), Loubertha (1896- unknown), Mack Jr. (1896-1981), Inez (1901-1918), Ruby Dixon-Keene (1902-1998), Florence Dixon- Belcher (1903-1966), Roosevelt (1905-1980), Florida Dixon-Holmes (1907- unknown), Theodore (1907-1998), Samuel Rufus (1909- unknown), and Alberta Dixon-Floyd (unknown-1919). Mr. Dixon brought his family from Hampton, Florida, to the Clearwater area in the early 1900s and through money he earned as a train conductor as well as other jobs he purchased a large parcel of land in the Clearwater Heights area that he then platted as the “Mack Dixon Subdivision” (Rooks and Lightfoot 2002). Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-17 Figure 12 “Mack Dixon Sr. is shown here with his wife [Florence] and 13 of his 15 children in a 1905 photo” (Rooks and Lightfoot 2002:9) The 1926 Clearwater City Directory lists Mr. Dixon as the proprietor of the Dixie Theatre. According to his death certificate Mack Dixon passed away in February of 1939 at the age of 61 years old. His place of burial is listed as “Clearwater”, and his undertaker was the Williams Funeral Home. Today, his headstone is at Parklawn Cemetery in Dunedin. Florence Adams-Dixon (pictured at front holding a baby in Figure 12) was born in November of 1867, likely in Bradford County, Florida, to Patrick and Hester Adams both of South Carolina. According to the 1926 City Directory, Florence made a home with her husband and children on S Greenwood Avenue in Clearwater. She passed away on March 24, 1932, at the age of 65 from complications of diabetes, according to her death certificate. Her place of burial is listed as “Clearwater”. At least three of Mack and Florence’s children, and two of their grandchildren, were buried with them at the St Matthews Cemetery. Alberta Dixon-Floyd died of influenza in the 1919 pandemic and is listed as being buried in “Clearwater” on her death certificate, as is her sister Ada Dixon-Isaac who died in 1937 at Morton Plant Hospital after a fatal car accident. Inez Dixon passed away in 1918 of pneumonia and was buried in the “Colored Cemetery” in Clearwater. Coraline (1930) and Luther May (1928-1929), Florence and Mack’s grandchildren via Florida Dixon, are both listed as being buried in the “Clearwater Colored Cemetery.” Many descendants of Mack Dixon and his family still live in Clearwater today. Harry Dixon, born in 1892, died August 7 1954 at the age of 62. 1954 was the same year the cemetery in North Greenwood was moved, and one year before any graves were likely moved from St Matthews. Interestingly, his death certificate lists his place of burial as “Rose Hill Cemetery, Clearwater”. An African American cemetery called “Rose Hill” still exists to this day in nearby Tarpon Springs, and a few obituaries indicate that the North Greenwood Cemetery (McKendry et al. 2021) might have gone by the name “Rose-Mary”, but it is unclear which cemetery Harry Dixon was buried at. The fact that the obituary specifically says “Clearwater” as the location of the cemetery indicates he might have been interred at North Greenwood just before the cemetery was moved. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-18 •Walter Sands (1863-1930) According to his death certificate, Walter Sands was born in Nassau, Bahamas, in 1863. He likely immigrated to the United States with his wife around 1880 and worked in Key West as a sponger, according to the 1900 census. At some point between 1900 and 1913 he moved to the Clearwater area, likely to find work in the sponge industry around Tarpon Springs. Very little information is recorded on his death certificate about his life, however, because he died at the Pinellas County Home in Largo. At least 12 people buried at the St Matthews Baptist Church Cemetery died at the County Home. Prior to the implementation of the Social Security Act in 1935, and even after that as this act did not cover certain job types that had disproportionate numbers of African American workers, the Federal Government did not provide any assistance to the old, sick, or poor (Prentice Thomas and Assoc. 2016:45). Florida gave each county the responsibility to care for those who were too old or sick to provide for themselves, leading to the creation of Poor Farms and County Homes like the one run by Pinellas County in Largo. The “inmates” of these institutions often had to do physical labor to stay there, and food and medical care were often meager (Meyer et al. 2016). Walter Sands died at the County Home on November 6, 1930, at the age of 67 of a cerebral hemorrhage brought on by arteriosclerosis, high blood pressure, and chronic nephritis. •Edward (1852-1954) and Henrietta (1854-1919) German Ed German was born on 15 December 1852 in Ocala, Florida, and moved to the Clearwater area with his mother and two brothers sometime after gaining his freedom post-Civil War (Tampa Tribune May 1954). The 1880 census lists Ed as being a farmer, and records his father as being born in Africa. In 1883, Ed German filed a land patent for slightly more than 80 acres of land in the north half of the northwest quarter of Township 29 south, Range 15 east, Section 13 (General Land Office Records FL0730 .095). Today, this area is bounded by Drew Street on the north, Keene Road to the west, Hercules Avenue to the east, and Star Drive to the south. This property now contains Skycrest Elementary School, but back in the 1800s it would have been an undeveloped tract ready to build a new homestead and farm for a growing family. Ed married Henrietta Gause, who was born in North Carolina, sometime around 1854 and the couple had at least three children: Albert (born 1892), Susie (born 1893), and Annie (born 1886). In a newspaper article from 1991 celebrating her 105th birthday, Annie German Spyies remembered what Clearwater was like back in those days: “Mrs. Spyies was born in her father’s house on Highland Avenue. Her father, Ed German, was a slave brought over from Africa, she said. After he was freed, he built the small two-bedroom house to be able to marry her mother. ‘That’s the way it was in those days,’ she said. ‘You had to have a house to marry a man’s daughter. He worked on the original Clearwater Pass bridge, and when it was done we all went fishing… It went to Clearwater Beach, but that was just a strip of sand.’” (Tampa Bay Times Aug 1991) Ed German died just shy of his 103rd birthday on 24 May 1954. His obituary credited him as being Clearwater’s oldest citizen and stated that his interment would take place “in St. Matthews Cemetery, near the Williams Elementary School” (Tampa Tribune May 1954). Henrietta had predeceased him by 35 years, passing away in November of 1919. Her death certificate lists her burial place as “Colored Cemetery, Clearwater”. Given the location of her husband’s burial, and the time frame of her death, it is likely that she was also buried in St Matthews Cemetery. Longevity seems to be a common trait of Ed German’s descendants. His daughter Annie German Spyies lived to the age of 107 and left behind nine children, seven grandchildren, and 10 great- grandchildren. One of her daughters, Lulu Spyies Montgomery, is 90 years old and lives less than 2 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Background Research-19 miles away from the St Matthews Baptist Church Cemetery where her grandparents are likely still buried. •Estelle Rhodes (1917-1930) Estelle Rhodes was born around 1917 in Alachua, Florida to William Rhodes and Ella Jones. She had at least two brothers, Willis and Leroy, and by 1930 the family was living on Marshall Street in Clearwater. According to her brother Leroy Rhodes Sr.’s obituary from 1981, the family attended St Matthews Baptist Church on Railroad Avenue. Tragically, Estelle passed away in 1930 in her early teens. Her burial place is listed on her death certificate as “Clearwater”, although at the time of her death the only cemetery in Clearwater that was available to African Americans was the St Matthews Baptist Church Cemetery. That, combined with the fact that her family was associated with the church, make it likely she was buried within that cemetery. Estelle’s nephew, Leroy Rhodes II, still lives in Clearwater and remembers seeing the cemetery near his house on Missouri Avenue when he was a child. His remembrances about the St Matthews Baptist Church Cemetery are detailed in a later chapter of this report. •Rogers Allen Rutledge (1894-1937) Rogers Rutledge was born in September 1894 in Reddick, Florida to Allen Rogers Rutledge and Mattie Jackson. He had at least two brothers, Spencer and Calvert Rutledge, and by 1920 the family had moved from Marion County, Florida to Clearwater. The 1920 U.S. Census lists him as working at a hotel garage and living on Railroad Avenue in Clearwater just a few blocks north of the St Matthews Baptist Church. Rogers died relatively young, at the age of 43 in 1937, and his place of burial is listed on his death certificate as “Clearwater” while his sister-in-law Emma Rutledge is listed as the informant. Emma and Calvert Rutledge lived at 805 Madison Avenue in the North Greenwood neighborhood and were among the founding members of the Mt Zion United Methodist Church, one of the four churches that established the St Matthews Cemetery (McManus 2020). In 1937, St Matthews Cemetery was the most likely place for Rogers Rutledge to by buried as the African American cemetery in North Greenwood would not be opened until 1940. It is unclear if Rogers had any children of his own, but one of his relatives would become a well-known figure in Clearwater history. Talmadge “Tal” Rutledge was the first president of the NAACP’s Clearwater Chapter, a prominent business owner, and nephew of Rogers Allen Rutledge. •Re. William McClary and Kittie McClary Rev. William McClary was born in 1857 in Charleston, South Carolina and married Kittie Evans (1867-1923). According to the WPA Church Records for Florida, Rev. McClary was one of the founding pastors of the Mt Olive AME Church, one of the four churches that originally purchased the land to make the St Matthews Cemetery. Kittie McClary passed away in 1923 and her death certificate lists her place of burial as “Clearwater Colored Cemetery”. Rev. McClary followed her six years later in 1929, and his place of burial is listed as “Clearwater”. Given the important connections between the Mt Olive AME Church and the founding of the St Matthews Cemetery, it is likely that Rev. McClary and his wife are buried in that cemetery. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-20 3 Research Design 3.1 Field Methods The research design for archaeological testing at St Matthews Baptist Church Cemetery included three primary goals: 1.Investigate buried features identified during previous GPR surveys and verify if historic burials with human remains still remain on the property. 2.Look for evidence of past grave removal within the cemetery. 3.Gain a better understanding of the stratigraphy of the site, including evidence of past large-scale ground disturbance from more modern construction episodes. The work was carried out between March 8 and March 12, 2021. All fieldwork was performed under the direction of Rebecca O’Sullivan MA RPA, and Paul L. Jones MA RPA served as the Project Manager. Cardno field team members included Eric Prendergast MA RPA, Kelsey Kreiser MA RPA, Erin McKendry MA RPA, Kerri Klein MA RPA, Mary Maisel BA, Ashley Medina BA, and James Ambrosino, PhD, RPA. Kerri Klein was the field lab director, responsible for the real-time analysis of all mortuary artifacts, and Kelsey Kreiser photographed burial features and provided quality control of all field paperwork. Mechanical stripping of the topsoil using heavy machinery was conducted by Richard West, of Wetland Environmental, Inc., and monitored by Rebecca O’Sullivan and Erin McKendry. Additional artifact analysis was conducted by Rebecca O’Sullivan post-fieldwork. Given the relatively tight quarters of the excavation area, we used a smaller sized excavator with rubber treads and a flat-bladed steel bucket for all mechanical stripping of the site. The machine was used to open broad, shallow, horizontal sections of soil, which are referred to as operations. With the use of the excavator, these operations were opened and the overburden was carefully removed. Once the natural soil was exposed, the rectangular, darker stained grave shafts became visible. Given the limited scope of the project and short timeline, a maximum of four test units were planned to be placed. Test Units are a standard archaeological method of excavation in which a rectangular area is staked out with string, and all of the soil within is carefully excavated with hand tools and screened through mesh to collect artifacts. Units were placed on suspected grave shaft features on the edges of grave clusters to allow for adequate space for excavation teams and minimize disturbance to any adjacent burials. Previous GPR data also informed the depth of all mechanical stripping and the placement of test units. A GSSI SIR 4000 was also used on the first day of fieldwork to relocate previously detected anomalies and verify depth below surface before any ground disturbing activities commenced. For each operation area, when grave shafts were exposed a burial number was assigned (written as B1, B2, etc. on field paperwork), GPS coordinates were mapped on all four corners, and photographs were taken. All artifacts that were exposed from the burials were collected and analyzed at an on-site laboratory, located within the FrankCrum property. GPS coordinates were collected with a single rover station Epoch-50 RTK using a public access CORS network. Eric Prendergast used AgiSoft MetaShape software to process photogrammetric models shot with professionally calibrated scales and a Nikon D- 7000 camera. Test units were taken down in arbitrary 10-cm levels and all soil from each level was screened. Each test unit was excavated until the coffin was exposed, at which point more careful removal of the soil was employed to clean within the coffin edges. Once the coffin was cleaned, photogrammetry was done to create a detailed document of the test unit, with particular focus on the remaining coffin. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-21 After the completion of fieldwork, the field team carefully replaced all mortuary artifacts in their original locations before the operation area was refilled. We placed ground coverings over grave shaft outlines (for protection during back filling and as a marker to future disturbance) and then a layer of soil was placed over top of each grave location. Once graves were sealed in this way, the heavy equipment operator worked from one side of the operation to the other to replace all excavated spoil. 3.2 Laboratory Methods All mortuary and non-mortuary artifacts excavated during the course of this project were analyzed in the field and returned to the place from which they were excavated to be reburied in place as it is not necessary to collect or curate materials from human graves. In situ three-dimensional models of artifacts within their features of origin were made in the field when necessary to supplement the laboratory photographs and descriptions. All recovered artifacts from mortuary and non-mortuary contexts (i.e., within a grave shaft, near a grave shaft, or clearly constituting a grave offering) were bagged, labeled, and walked over to the field lab. Kerri Klein MA RPA washed and analyzed all incoming artifacts. The artifacts were then photographed by Ashley Medina using a portable lighting box designed and built by Cardno staff. Once artifacts were catalogued and photographed, they were returned to their provenience and reburied as near to their original location as possible. As all artifacts from this project were associated with a mortuary provenience, they were all returned to the ground with nothing being taken back to the Cardno laboratory in Riverview, Florida, for curation. Following the completion of excavation, Kerri Klein created digital catalogues for all data recorded in the field laboratory. Rebecca O’Sullivan conducted additional research into several of the more diagnostic artifacts post-fieldwork. 3.2.1 Artifact Categories St Matthews yielded an assemblage of early- to mid-twentieth-century artifacts consistent with a mortuary context. A single prehistoric artifact was also encountered. To help understand this setting, we used a combined artifact classification system developed for the excavation of Zion Cemetery (Table 2) (Prendergast et al. 2020). This system borrowed from South’s (1977) functional system, and the Sonoma Historic Artifact Research Database (SHARD) classification system (ASC 2008), adapted to a mixed mortuary assemblage. Adopting the concept of Group and Category from the SHARD system (ASC 2008:2), we contrived a separate series of Categories under the Mortuary Group. The Mortuary Group Categories are based on large-scale analysis of African American burial traditions (i.e., Davidson 2004), classifying artifacts into expected types of objects that might be interred with the dead by loved ones. The Mortuary Group also includes various categories of coffin elements. A category for prehistoric artifacts was added to the mortuary group to account for the few lithics recovered within the same system. All artifacts from this project were considered to be mortuary because of their immediate adjacency to a grave shaft or inclusion within. Table 2 Artifact Categories Used Group Category Description/Artifact Example Mortuary - Mortuary Group contains artifacts directly associated with burials Mortuary Charcoal Charcoal found directly with burials Mortuary Clothing Buttons; snaps; shoe elements; buckles; decorations directly associated with burials Mortuary Coffin Glass Flat (mostly soda-lime) glass in a near-coffin context Mortuary Coffin Hardware Handles, brackets, hinges, thumb screws, settings, lugs, or other metallic coffin attachments, mostly of pewter sometimes coated in precious metal Mortuary Coffin Nail(s) Wire or machine cut nails in a grave shaft context, often with wood Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-22 Group Category Description/Artifact Example Mortuary Coffin Wood Fragments of preserved wood, often cypress (at Zion), in grave shaft or coffin context Mortuary Debitage Prehistoric lithic debris; chipped stone Mortuary Domestic Container Glass, ceramic, plastic or other container used for storage; crockery, jugs, non-bottle glass storage, tableware, servingware Mortuary Faunal Animal remains Mortuary Human Remains Human remains found in association with a burial Mortuary Misc. Miscellaneous materials, usually modern, such as plastic, rubber, etc. Mortuary Poss. Coffin Component Other metal (particularly with wood adhering) in grave shaft or near coffin context Mortuary Personal Object Any item that may have been the last object touched by the deceased or of special personal value such as a piece of jewelry, or otherwise unclassified item Mortuary Shell Whole and fragmentary shells found within a burial context, often multiple of the same species Mortuary Structural Nails; flat glass; brick; shingles; tile; metal fasteners Mortuary Vessels/Bottles Pitchers, vases, or other water vessels usually of pressed glass or milk glass, usually ornate, that are found within a burial context 3.2.1.1 Vessels/Bottles 3.2.1.1.1 Bottles Historic glass artifacts are categorized by a combination of method of manufacture, color, and function when possible. Manufacturing methods that can provide dates include the presence or absence of mold seams, the type of rim finish, and embossing. Color can be indicative of function and manufacturing technique, but should not be used on its own as an indicator of date of manufacture. Vessel shape, from base shape to body shape, was noted when possible in an effort to determine site activities as it can be a function of use. Use was indicated where possible. The following sources were particularly useful for analyzing bottle manufacturing methods and dates: Jones and Sullivan (1989); Lockhart (2006) and the Bureau of Land Management and Society for Historical Archaeology Historic Glass Bottle Identification & Information Website (Lindsey 2020). Most glass recovered from St Matthews could not be used for precise dating. Mortuary vessels at St Matthews Cemetery included vases and pitchers of pressed glass and Automatic Bottle Machine (ABM) vessels that were likely intentionally placed with the deceased. Bottle Manufacture Bottle manufacturing techniques have drastically changed over time, resulting in products that can be identified by their unique properties. Between 1898 and 1905 the first semi-automatic bottle machines came into use, gradually replacing production of mouth blown bottles, which were made with a mold or free form and are often thick with bubbles present in the glass. The Automatic Bottle Machine (ABM) drastically changed the way bottles were manufactured. ABM bottles have narrow side seams and seams along the finish of the bottle since the finish, body, and neck of the bottle were all created together. Suction scars from the machine and uniform thickness of glass are a few other clear indicators of an ABM bottle (Lindsey 2020). Bottle Finish The bottle finish, or the lip of the bottle, is an excellent indicator of how old a bottle may be, as well as what the bottle once housed (Lindsey 2020). Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-23 Bottle Color Amber glass has been used in the production of a variety of bottle types and for an extensive period of time; therefore, there is little dating utility (Lindsey 2017). Amethyst glass (also known as SCA – sun- colored amethyst) is useful in archaeological contexts because it is relatively datable and the intensity of its color is somewhat related to its period of surface exposure. The manufacture and use of amethyst glass dates from ca. 1880 to 1946 (Giarde 1989); however, it was generally phased out of common usage by World War I, prior to the 1920s. This glass was originally colorless due to the addition of manganese. When exposed to the sun for long periods, the chemical structure of the glass changes, becoming “solarized.” As it does so, the glass takes on a purple color (Lindsey 2020; Lockhart 2006). Fragments of SCA glass were noted in Burial 1. Aqua glass was commonly used for American-made bottles from the early nineteenth century until the 1930s when colorless glass gradually replaced aqua glass in bottle manufacturing (Lindsey 2020). Green glass is also difficult to use an indicator of age as it has been produced for an extensive period of time. Lime green glass however is a modern color and can be used to indicate a more modern context. Milk glass was used in the production of a variety of bottle types, although it was most commonly used in cosmetic and toiletry bottles from 1870 to 1920, and on ointment and cream jars from the 1890s to the mid-twentieth century (Lindsey 2020). It was also used for canning jar seals during the first half of the twentieth century. Another popular use of milk glass was in Early American Pattern Glass vessels. Many of the popular patterns can be found on the traditional white milk glass and on colored milk glass as well. 3.2.1.1.2 Early American Pressed Glass Early American Pressed (sometimes referred to as Pattern) Glass (EAPG), was primarily produced between 1850 and 1910, with a secondary surge of production during the Great Depression, at which time it was referred to as Depression Glass (Early American Pressed Glass Society 2018). This type of glass was available in a variety of patterns and was very durable, making it a popular choice for many families. These patterns are what make EAPG most easily identifiable. The patterns were made in a cast iron mold, and the vessels were usually manufactured in a two-piece mold. These patterns, many of which can be viewed in online databases, are made up of geometric shapes or animals, fruits, and florals. EAPG can be found on a variety of vessels, including vases, pitchers, goblets, serving trays, butter dishes, creamer jugs, and more. This style of glassware was manufactured in all color types, including milk glass. 3.2.1.2 Charcoal Charcoal was recovered only in one provenience from Burial 5 at a depth of 30-40 centimeters below datum (cmbd). The species of wood was not able to be determined and the sample is very small. 3.2.1.3 Clothing This group of artifacts includes items that are identified as having come from clothing, such as buttons, rivets, snaps, buckles, hooks, and closures. 3.2.1.3.1 Buttons A single off-white plastic button was recovered from the surface skim of Burial 8. 3.2.1.4 Domestic Containers and Domestic Tableware Domestic containers include all glass, ceramic, plastic or other containers used for storage such as stoneware crockery, jugs, or non-bottle glass storage receptacles. Three matte-white glazed stoneware sherds from a hollow, molded vessel were recovered from Burial 1 and were likely part of a small vase. Subsequent analysis of the shape and decoration of the vessel Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-24 revealed it was produced by the Nelson McCoy Pottery company in the 1930s (Huxford and Huxford 1991:62-63; Moran 2004). One porcelain sherd was recovered from the surface skim of Burial 4, but it had no diagnostic decoration. Porcelain is differentiated from refined earthenware based on its opacity and the highly vitrified paste that makes the vessel impermeable. It has a fine clay body that is translucent along thin edges and when held up to the light. Porcelain has varied origins, from China and Europe, and has changed little over the length of its use from the seventeenth century to the present day. For these reasons, porcelain is regarded by archaeologists as a poor chronological indicator. 3.2.1.5 Faunal Bone This category includes faunal remains collected from features or other associations with human activity. In general, faunal remains might or might not be associated with humans. Evidence of butchering or burning are often associated with anthropogenic change to faunal remains. When these processes are present, archaeologists can gain insight into the local diet, availability of tools, or services provided in the vicinity of deposition. A single unidentified faunal bone fragment with no evidence of cultural modification was present in Burial 2 at 10-25 cmbd. 3.2.1.6 Coffin Hardware Coffin hardware is the hardware that could reasonably be attributed to a coffin that is NOT a coffin nail. These could be fragments of plates, coffin handles, hinges, or escutcheons. Escutcheons, also referred to as thumbscrew plates, are flat pieces of metal that thumbscrew or caplifters are screwed into. These plates are often decorative and are themed similarly to the associated thumbscrew or caplifter (Springate 2016). Coffin handles are attached to the sides of the coffin and used for transport and carrying. There are three categories of handle types: bail, drop, and bar; bar handles are sub categorized into extended and short bar (Hacker-Norton and Trinkley 1984; Springate 2016). One fragment of a coffin handle was identified in the coffin fill of Burial 009. Lining tacks are used within the interior of coffin to secure the coffin lining. Tacks can come in variety of sizes and historically were made from different materials, but ferrous tacks were the most common (Springate 2016) found at St Matthews, but it was not possible to determine if any had been coated in a different metal. Unidentified metal fragments were listed as coffin hardware in the event that they had wood adhered to them and came from a burial shaft of coffin fill. 3.2.1.7 Structural 3.2.1.7.1 Bricks and Mortar As building materials, bricks, concrete, and mortar fall into the architectural artifact category. Frequently, pieces of a larger item are found that cannot be identified from what is left. Sometimes a single item will be very informative. Some bricks have makers’ marks or other features which can aid in providing dates and places of production. Mortar is included in this category as it was used when laying brick as an adhesive. 3.2.1.7.2 Window Glass Window glass, or flat glass, is included in the architectural category (South 1977). Glass manufacturing became automated starting in 1848 when Henry Bessemer invented a system of passing glass through rollers. Initially, the process was extensive as the glass then needed to be polished. The grinding and polishing were later added to the automation process. Float glass, the modern process of window glass manufacturing, was not widely available until the 1960s (Weiland 2009). Window glass was only recovered from surface skims or within the first 20 centimeters (cm) of excavation. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-25 3.2.1.7.3 Coffin Glass Viewing windows were a common feature on many coffins in the early 1900s. A viewing window was attached to the lid of the coffin and gave a view inside to the individual’s face, without being subject to the smells of decomposition. Windows can be oval, rectangular, or square with panes or other coverings placed over them (Springate 2016) and were often made of soda-lime glass with a blue-green tint which indicates manufacture dates. Burial 5 had a fractured viewing window situated directly above human remains within the coffin fill. 3.2.1.7.4 Coffin Nails Nails are a major component of coffin construction. All identifiable nails recovered from the project were wire nails. Wire nails, which began production in America during the 1880s, quickly replaced cut nails. By 1913 over 90 percent of nail production was wire nails (Horn 2005). Despite this high percentage of wire nail usage, there were still cut nails being produced. Coffins at the turn of the century were often made with more robust cut nails, while still utilizing wire nails for their availability and cost (Hacker-Norton and Trinkley 1984; Springate 2016). Attached to a number of the nails collected were pieces of coffin wood. The species of tree was not able to be determined. 3.2.1.7.5 Coffin Wood Coffin wood was never collected intentionally, and when it was, all pieces were gathered and not washed. Wood type was not able to be determined. 3.2.1.8 Human Remains While human remains were exposed and handled as little as possible, some fragments, including teeth, were recovered and processed in the lab. They were not counted, weighed, or photographed. They were simply noted and returned to where they were found. 3.2.1.9 Miscellaneous This category includes artifacts that cannot easily be placed in another. The miscellaneous artifacts recovered came from surface skims or were within 10-25 cmbd. These included pieces of possible graphite and composite materials. 3.2.1.10 Possible Coffin Component Many unidentified ferrous metal fragments fall under this category because of the context in which they were found. These fragments likely came from coffin hardware. These are mostly flat, ferrous fragments, some of which have wood adhered to them. There was also flat soda-lime glass from the surface skim of Burial 8 which could be a portion of a viewing pane. A non-ferrous copper fragment was found in Burial 5 at 45 cmbd which was likely part of the copper lining observed within the casket. Some metal fragments had impressions of an unidentified fabric present. 3.2.1.11 Personal Item 3.2.1.11.1 Coin This category includes items found within a burial context that were likely meaningful to the deceased individual or to their family and friends who visited the grave site. Coins are easily dateable due to their inscribed date and country of origin. Two pennies, from 1916 and 1923, were found at a depth of 90-104 cmbs in Burial 9. A third penny was found in this burial and had a date of 1925. These were likely intentionally interred with the deceased. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Research Design-26 3.2.1.12 Shell Shell is one of the most recognizable and common grave offerings placed with loved ones at African American cemeteries. Shells of many species, ranging from oysters to large full-grown conch shells, form a core component of symbolic objects used in the commemoration of the dead. At St Matthews, only five shell fragments were found, all were located within identified grave shaft features. Oyster and hard clam shell fragments with no cultural modifications were present. 3.2.1.13 Lithics 3.2.1.13.1 Debitage (Chipped Stone Debitage) A single chert flake was found during the project from a depth of 30-40 cmbd in Burial 5. Chipped stone debitage consists of fragments of chert or coral that are the byproduct of the stone-knapping process (Ensor 1981), including flakes and angular debris, or shatter, that result from pressure or percussion flaking techniques. An aggregate approach for debitage using various typologies was used to assess the small lithic assemblage collected at St Matthews Cemetery. These typologies involve splitting the debitage into some type of functional or production-related categories (Crabtree 1972; Frison 1968) or using some kind of objective measure in what Andrefsky (1998) has termed a free-standing typology. Such objective measures include size grades (Ahler 1989; Patterson 1982; Stahle and Dunn 1982, 1984), weight classes (Ammerman and Andrefsky 1982), and morphological condition (Sullivan and Rozen 1985). Another popular typology is one that Andrefsky (1998) refers to as the triple cortex typology and involves estimating the amount of cortex on the dorsal side of a flake to classify them as primary, secondary, or tertiary flakes. 3.3 Curation Copies of the field notes, maps, and other paperwork generated during the course of this survey will be retained on file by Cardno. All mortuary artifacts were returned to their place of origin within or nearby human gravesites, and reburied at the end of excavation. 3.4 Criteria for NRHP Eligibility Cultural resources are evaluated for potential NRHP eligibility based on several criteria (National Register of Historic Places 1998:2). “The quality of significance in American history, architecture, archaeology, engineering, and culture is present in districts, sites, buildings, structures, and objects that possess integrity of location, design, setting materials, workmanship, feeling, and association.” To be considered significant, the historic property must meet one or more of the four National Register of Historic Places criteria in addition to possessing integrity: A.Be associated with events that have made a significant contribution to the broad patterns of our history; or B.Be associated with the lives of persons significant in our past; or C.Embody the distinctive characteristics of a type, period, or method of construction, or that represent the work of a master, or that possess high artistic values, or that represent a significant and distinguishable entity whose components may lack individual distinction; or D.Have yielded, or may be likely to yield, information important in prehistory or history. Criterion D is most commonly applied to archaeological sites, while A, B, and C are most often used to evaluate buildings and structures (National Register of Historic Places 1998). Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-27 4 Excavation Results Key Takeaways: •In total, nine grave shafts were recorded during ground truthing in Area 1 •Of the two grave shafts that were fully investigated down to the top of the coffin, intact human remains were present in both •No evidence of past burial removal was observed in any of the nine grave shafts identified •Burials likely continue outside the fence line on the east side of the property (see Burial 9) 4.1 Overview of Operation Areas On March 8, 2021, Cardno archaeologists started ground truthing operations at the FrankCrum Staffing property. Per the project agreement, field work started in Area 1, a grassy area approximately 180 by 180 meters (m) and located on the east side of the property just north of the entrance to Missouri Avenue (Figure 13). If no human remains were located within this area, work would move to Area 2, and then Area 3. If human remains were located within Area 1 then no further excavation work would be completed as part of this project. Area 1 was chosen as the first place to investigate because it is a grassy, relatively open area free of any buildings, parking lots, or other obstructions. Also, previous GPR survey (Moates and O’Sullivan 2020) revealed at least seven anomalies in this area that were consistent with historic burials. Six of these were clustered on the west side of Area 1, in two north south rows parallel to the main entrance drive. Another buried feature was located to the east, near the metal fence for the property. In order to minimize the amount of damage to the existing sod in this area; avoid large buried utilities located with the previous GPR survey; ensure ample space for the mechanical excavator, archaeological team, and gear; and ensure safe and efficient back dirt management, two smaller areas were opened within the boundaries of Area 1. These two operation areas were constrained to the locations of the GPR anomalies described previously. Operation 1 (OP1) was situated on top of the two rows of GPR anomalies along the entrance drive. Operation 1 – Southeast (OP1-SE) was a much smaller excavation area located in the southeast corner of Area 1 (Figure 14). The general topography of Area 1 is also worth noting because of the implications it has related to past ground disturbing activities at this site. As seen in Figure 15, the ground surface slopes downward about 2-3 feet from the fence on the east side to the north-south entrance driveway on the west. This contrast is even more evident because just to the north of Area 1, a brick retaining wall holds back an area of soil that would have been closer to the original ground surface elevation. According to the property manager (Gary Speidel, personal communication), a large oak tree once stood on this now raised area and at some point in the past the surrounding ground surface was stripped down for soil remediation work – leaving the tree on a raised island that was enclosed with a retaining wall. GPR results also reflect this differential topography. The two rows of graves on the west side of Area 1 begin to appear at around 60- 70 centimeters below surface (cmbs) in the GPR returns, while the grave on the east side begins at around 100 cmbs. This difference is not due to differences in the original depths of the graves, but the amount of soil that was removed from the surface long after their interment. With all this in mind, a mechanical excavator operated by a skilled technician began stripping the top soil of both operations on Monday March 8, 2021, under the supervision of Cardno archaeologists. Mechanical stripping began on the east side of OP1-SE, with the excavator removing shallow strips down through the top soil until lower strata and a grave shaft were revealed. Once the initial opening of OP1-SE was completed, the excavator moved to the OP1 area and stripped back the soils from south to north. Cardno archaeologists then used flat shovels to shovel skim and clean both operations, mark the corners of each grave shaft, and map and document all features. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-28 Figure 13 Proposed verification areas Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-29 Figure 14 Overview of ground truthing in Area 1, including OP1 and OP1-SE Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-30 In addition to the relative topography, soils within OP1 and OP1-SE reflect the large amount of disturbance that has taken place on this property over time. Stratum I and II are characterized as a differential layer of fill and darker, more organic sandy soils that differ in depth and level of complexity across the excavation area. Along the east wall of OP1-SE, this fill layer continues to a depth of around 55 cmbs in some places (Figure 16) with mixed lenses of dark yellowish brown (10YR 4/4), light gray (10YR 7/1), and brown (10YR 4/3) that terminate in a sharp interface with the natural soils below (Stratum III). Along the east wall of OP1 (the approximate east/west midpoint of Area 1) this layer of fill continues to a depth of around 40 cmbs, meeting the underlying white (10YR 8/1) fine sand at a somewhat irregular yet still well-defined interface (Figure 16). Along the west wall of OP1 the fill is much shallower, reaching a depth of only around 10-20 cmbs before transitioning to natural soils, and contains a continuous layer of light brownish gray (10YR 6/2) rubble or marl at its base (Figure 16). Across the entire excavation area, all grave shafts and burial features were identified within Stratum III, a white (10YR 8/1) with gray (10YR 6/1) mottling fine sand that continued to the base of the excavation. Grave shafts were generally a mottled mix of white (10YR 8/1), light gray (10YR 7/1), and gray (10YR 6/1) fine sand. During mechanical stripping of the operation areas, numerous modern disturbances were identified within all exposed strata. Within OP1-SE a north/south PVC sprinkler line was uncovered along the eastern edge of the operation at approximately 20 cmbs, and a north/south trench for a small utility line intruded into Stratum III from the overlaying fill later. In OP1, small PVC sprinkler lines and defunct electrical lines for landscape lighting were also present within the first 20 cmbs. Below this, narrow trenches for irrigation and other small utility lines continued down from Stratum II into Stratum III, similar to what was recorded in OP1-SE. Two of these trenches converged over Burial 8, and are described in more detail in the section below. Figure 15 General view of operation area showing change in topography Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-31 Figure 16 Views of general stratigraphy across OP1 and OP1-SE. Top: east wall of OP1-SE looking east, Middle: east wall of OP1 looking east, Bottom: west wall of OP1 looking west Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-32 In total, nine grave shafts were uncovered during mechanical stripping and documented within OP1 and OP1-SE (Table 3). Individual burials are described in more detail in the section below. In order to further investigate whether intact burials and human remains might still be present at the St Matthews Baptist Church Cemetery, four test units were placed across the two operation areas. Test Unit 1 sought to investigate Burial 5, Test Unit 2 was placed over Burial 8, Test Unit 3 was an exploratory unit over Burial 9, and Test Unit 4 examined Burials 1, 2, and 3. Once human remains were encountered in any given test unit the excavation was terminated, the test unit and any artifacts were documented, and all artifacts were returned to their respective grave before back filling. The results of excavations for each test unit are described below in relation to their relevant burials. Table 3 Summary of All Exposed Grave Shafts Burial Dimensions (cm) Elevation (mamsl)* depth (cmbs) Artifacts Disturbance Note/fill color N-S E-W 1 66 - 14.2 56 White flower and leaf molded McCoy vase, sun-colored amethyst glass, wire nail, UID flat iron fragments Moderate - Extends under entrance road Not fully exposed, mottled 2 66 - 14.1 56 UID flat iron fragments, corrugated coffin fastener, wire nails, flat glass, possible iron tack hammer or large bolt, oyster shell, UID iron hardware Moderate - Extends under entrance road. Large mottled disturbance along south edge Not fully exposed, mottled 3 61 - 14.1 56 UID flat iron fragments with folded rim, wire nails, composite floor tile, colorless glass, mortar, charcoal, UID iron fragments, metal wire Extensive - Extends under entrance road. Large PVC pipe and trench along north edge Not fully exposed, mottled 4 59 - 14.3 49 plain white porcelain rim sherd Moderate - Extends under entrance road Not fully exposed, mottled 5 92 209 14.2 84 milkglass, iron lining tacks, iron corrugated fasteners, chert tertiary flake, charcoal, wire nails, flat glass viewing pane, flat copper fragment Moderate Grave shaft is ephemeral, mottled 6 76 193 14.2 89 iron corrugated fastener, wire nails Moderate Grave shaft is ephemeral, mottled 7 80 225 14.1 89 colorless glass vessel fragments, mortar, wire nail, UID iron fragments Extensive – PVC pipe and trench along north edge with disturbed fill Grave shaft is ephemeral, mottled Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-33 Burial Dimensions (cm) Elevation (mamsl)* depth (cmbs) Artifacts Disturbance Note/fill color N-S E-W 8 74 213 14.2 78 Soda-lime flat glass, colorless glass vessel fragments, plastic button with shank, brick, UID iron fragments, wire nails, oyster shells, quahog shell, iron catch or stop hinge for coffin, iron corrugated fasteners Extensive – PVC pipe and trench along south edge, another trench running north/south Mottled 9 70 - 14.6 73 aqua glass mason jar, colorless glass vessel fragments, brick, wire nails, UID flat iron fragments, coffin wood, pennies (dated 1916, 1923, 1925), coffin handle fragment Moderate - Extends under property fence Not fully exposed, mottled *mamsl = meters above mean sea level 4.2 Operation 1 (OP1) 4.2.1 Burial 1, Burial 2, and Burial 3 – Test Unit 4 Burial 1 (B1) is located along the extreme western edge of OP-1 and was first identified in Stratum III at around 56 cmbs. B1 presented as a mottled mix of light gray (10YR 7/1) and gray (10YR 6/1) fine sand, with the exposed portion of the grave shaft measuring 84 cm east-west and 66 cm north-south (Figure 17). Only the eastern end of B1 was exposed because the western portion of the burial extends under the paved entrance road just to the west of OP-1. Artifacts identified during shovel skimming of B1 include: three sherds of a matte-white glazed McCoy vase with embossed floral decoration, solarized amethyst glass fragments, and a wire nail. The exposed portion of B1 appeared relatively undisturbed, with no intrusive utility trenches or more modern features within the grave shaft. Burial 2 (B2) is located just north of B1, along the western edge of OP-1. It was first identified as a swirled mix of light gray (10YR 7/1) and gray (10YR 6/1 and 10YR 5/1) fine sand with somewhat irregular northern and southern edges (Figure 18). Upon initial documentation of this grave shaft it was unclear if these bowed edges were due to past grave removal or other more recent ground disturbing activities. Although the burial shaft was not fully exposed because it continues to the west under a paved entrance road, the dimensions of B2 were recorded as 134 cm east-west by 66 cm north-south. Initial shovel skimming of B2 uncovered UID (unidentified) ferrous fragments, an iron corrugated fastener, wire nails, and a large possible bolt or UID iron tool. Burial 3 (B3) is located north of B2 and south of Burial 4 along the western edge of OP-1. Much like B1 and B2, the burial shaft of B3 was identified at around 56 cmbs in Stratum III as a swirled mix of light gray (10YR 7/1) and gray (10YR 6/1 and 10YR 5/1) fine sand. Although the entirety of B3 was not exposed because its western end continues beneath the paved entrance road, its partial dimensions were recorded as 120 cm east-west and 61 cm north-south. In addition to the impact from the road on the western end of the grave, the northern edge of B3 is skirted by a large PVC pipe and associated trench, evidence of more recent activity at the site (Figure 19). Also of interest, two iron wires extended out of the grave shaft of B3. It is unclear if these are related to a mechanism for lowering the coffin, associated with the coffin/outer crate lid, remnants of a floral arrangement left in the grave shaft after the funeral, or something else entirely. Hill and Pye (2012:222) note that plain wire found within historic grave shafts has been found to be related to deteriorated floral arrangements at several historic cemetery excavation Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-34 projects dating to the late 1800s. Other artifacts uncovered during shovel skimming include UID ferrous fragments, wire nails, and composite tile. Figure 17 View of Burial 1 grave shaft exposure looking north Figure 18 View of Burial 2 grave shaft exposure looking north Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-35 Figure 19 View of Burial 3 grave shaft exposure looking north Excavations of Test Unit 4 (TU4) was opened on March 11, 2021, along the west edge of OP-1 and oriented north-south, running parallel to the edge of the operation area (Figure 20). As described above, Burials 1, 2, and 3 all extend westward into the wall of the operation area and underneath the street. To the north,the test unit was marked by the large PVC pipe running east-west across the operation area. While the full width of B2 was included in TU4, only a small portion of the northern edge of Burial 1 and the southern half of B3 were within the boundary of the unit. The test unit began within Stratum III, a white (10YR 8/1) fine sand, while the burial shafts are a stark gray (10YR 6/1) fine sand. Level 1 of TU4 was an arbitrary 10 cmbd. Within this first level a number of artifacts were collected, all sorted by the burial in which they were associated. All burials had flat pieces of ferrous metal collected; it was assumed these pieces were possible coffin materials. The only other artifact collected from B1 was a piece of amethyst glass. In B2 a wider assortment of artifacts was collected, including ferrous hardware, wire nails, flat glass, and oyster and faunal materials. Finally, in B3, flat glass and wire nail fragments were recovered. While nails and the flat pieces of metal were likely associated with the coffin, it is unknown if the other materials were mortuary or if they were intrusive from the modern impacts to the cemetery. At the bottom of Level 1, it appeared as though B2 may have been disturbed by a later feature, as the southern edge of the grave shaft bows out with a more swirled gray color unlike the solid gray of the main portion of the grave shaft. Another suggestion also poses the southern wall of B2 collapsed at one point, creating the swirled feature fill. Overall, no other features or disturbances were noted within the test unit. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-36 Figure 20 Map showing Test Unit 4 location Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-37 Level 2 was the last level excavated within TU4. During excavations of Level 2, the grave shaft of B1 began to slowly disappear, angling more and more towards the southern edge of the test unit. In the southeast corner of the grave shaft a large metal piece was identified and left in situ. While it is unknown what the piece was, it was assumed to be a structural or decorative component to the coffin within the grave shaft of B1. Within the boundary of the B2 grave shaft, the outline of the wooden shipping crate/vault or coffin walls became visible (Figure 21). These lines of decayed wood were most visible on the north side of the grave shaft, with a partially exposed wall along the south side. The appearance of this seemingly undisturbed feature within B2 is considered to be a strong indication of an intact burial, leading to the termination of the test unit. B3 had no changes within the excavation of the final level. Similar to Level 1, all burials within Level 2 had pieces of flat ferrous metal collected. Again, it was assumed these pieces were likely coffin materials. In B1, the only other artifacts collected were more pieces of the amethyst glass. Within the boundaries of B2, wire nails and other ferrous hardware were collected. Finally, in B3, the only other artifacts collected were more pieces of unidentified ferrous metal. At the base of Level 2 it became clearer that the mottled southern edge of B2 is indeed a component of the intact burial shaft feature, not an intrusive disturbance. No other changes within the soil profile were noted. A photograph and illustration of the western profile of TU 4 can be seen in Figure 21 and Figure 22.With the identification of the coffin outline in Burial 2, excavations within TU 4 were terminated at a maximum depth of 32 cmbd. Figure 21 View looking west of Test Unit 4 showing grave shaft features and coffin or shipping crate outline in Burial 2 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-38 Figure 22 Test Unit 4 west wall profile Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-39 4.2.2 Burial 4 Burial 4 (B4) was located just north of B3 in a north-south row of graves along the western edge of OP1 (see Figure 14). In data from the previous GPR survey (Moates and O’Sullivan 2020) this burial corresponds with the shallowest anomaly. The grave shaft feature corresponding to this anomaly was first identified within Stratum III at about 49 cmbs and presented as a swirled mix of light gray (10YR 7/1) and gray (10YR 6/1 and 10YR 5/1) fine sand. B4 was approximately 59 cm in width across its north south axis, but it continued under the entrance road to the west so its full east west extent is unknown. No modern disturbances were observed within B4, and the only artifact recovered during shovel skimming of the feature was a plain white porcelain rim sherd (see Table 2). After shovel skimming to level the area and reveal the edge of the burial shaft feature, B4 was mapped and photographed (Figure 23). No further excavation was conducted to determine if a coffin, or human remains, are present within this burial feature. Figure 23 View of Burial 4 grave shaft exposure looking north 4.2.3 Burial 5 – Test Unit 1 Once exposed, the grave shaft recorded as Burial 5 (B5) was confirmed as the best candidate for excavation and Test Unit 1 was placed (Figure 24). In the description that follows, Test Unit 1 (TU1) is the ground-truth excavation of the burial shaft identified as B5. TU1 was excavated in order to verify the presence of human remains within B5 through physical confirmation. Additionally, the excavation of B5 was compared against surrounding burials with similar soil characteristics to confirm the presence of human remains. Multiple disturbances, primarily attributed to electrical and water utilities, were recorded crisscrossing the operation. The extent of these disturbances is relatively shallow mainly impacting Stratum I and Stratum II. B5 initially appeared within Stratum III of OP1 directly south of B6 at 77 cmbs. Placement of TU1 was Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-40 complicated by the indistinct nature of the grave shaft soils (Figure 25). Opening grave shaft dimensions for B5 were 209 cm east to west, and 92 cm north to south. Dimensions for Test Unit 2 were set at 209 cm east to west, and 94 cm (3.08 ft.) north to south. These measurements were selected in order to avoid truncating the burial shaft within a standard 1-x-2-m test unit. A 10-cm-high datum was placed on the machine-scraped surface of OP1 in the northeast corner of the unit. In general, levels were excavated by hand using a shovel skimming technique with steel flat-blade shovels in arbitrary 10-cm increments. A complete list of artifacts recovered from each test unit level is provided in Table 4. Level 1 was opened at 77 cmbs (10 cmbd) and resulted in the recovery of numerous pieces of ferrous metal which included, 19 nails, 2 tacks, and 3 pieces of possible coffin components. Of the 23 metal artifacts analyzed, 13 (56.5 percent) were found to have adherent wood fragments. The soil matrix included charcoal flecks throughout. A faint wood outline with inline nails appeared at approximately 18 cmbd in the east end of the grave shaft near the bottom of Level 1. In Level 2, grave shaft soils began to clarify as depth increased with a higher percentage of dark gray sand (10YR 4/1). Charcoal flecks continue into the soils of Level 2. Additional lines of wood-stained soil initially interpreted as a coffin outline also appeared on the north, east, and south with the west edge extending slightly into the west wall of the test unit. The stain appears as a line of very dark gray (10YR 3/1) sand flecked with wood fragments within the grave shaft (Figure 26). Artifacts recorded from Level 2 included 32 wire nails, 2 tacks, and 22 fragments of possible metal coffin components. Level 2 was closed at a depth of 30 cmbd. In Level 3 shovel skimming included the removal of soil only within the wood stain outline. Often, coffin lids collapse under the weight of the grave shaft soil above as the lid material deteriorates. As such, the wooden lids of coffins are generally identified within and below this wood stain outline which represents the vertical walls of a wooden container. Excavation of Level 3 soils revealed a substantial amount of preserved wood and nails. Based on the location of these preserved materials in relation to the initially identified wood staining, the coffin appears to have included an outer wood crate (Figure 27). A number of coffin nails, coffin hardware and possible coffin or crate components were recovered from Level 3. A quarter-inch flake of thermally altered chert was identified within Level 3. Likely, the prehistoric artifact existed in the natural stratigraphy of the area prior to soil disturbance caused by cemetery activities. A consolidated area of darker soil mottling appeared in this level at the western end of the coffin outline. It was thought to be possible soil discoloration caused by the deteriorated coffin lid or the top of the outer crate. Level 3 was closed and photographed at 40 cmbd. The primary goal of Level 4 was to investigate the soil staining identified in Level 3. Using hand trowels, approximately 5 cm of soil was removed from Level 4 following the very dark gray (10YR 3/1) sand. The intention was to expose the plane of this darker soil, then document and photograph it prior to excavating deeper soils; this darker soil staining was presumed to be the remnants of either the crate top or the coffin lid. Seven artifacts were recovered from Level 4 and included ferrous metal and nails. Level 4 was the final level in TU1 with a terminal depth of 45 cmbd The excavation of Level 1-4 uncovered a substantial amount of preserved coffin wood and hardware along the perimeter of the coffin. Care was taken throughout the excavation to leave soil stains, wood fragments, nails and hardware in situ for documentation. The results of the excavation of levels 1-4 shows the presence of an outer wood crate that encapsulated the coffin. Findings also suggest that the soil stain exposed in Level 4 is the possible remnants of the outer crate top. Burial excavation field forms were used to document excavation below level 4 as it was anticipated that skeletal remains were likely to be encountered at lower depths. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-41 Figure 24 Aerial drone image of OP1, showing burials and location of TU1 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-42 Figure 25 TU1 (pink string) Level 1 opening, showing grave shaft, plan view B5 was excavated along the interior of the coffin outline by hand using trowels and brushes. At approximately 55 cmbd the well-preserved remains of the collapsed coffin lid were encountered and exposed in its entirety. The coffin lid includes wood panels on the east half of the coffin lid while a rectangular glass viewing window is present on the west end of the coffin lid. The concaved coffin lid measured approximately 174 cm long by 54 cm wide. The viewing window measures 50 cm long and 35 cm wide (Figure 28). In order to verify the presence of human remains within the coffin the viewing window glass was removed. A photogrammetry model was collected with full exposure of the coffin and coffin lid prior to removal of viewing window. Once exposed, wood tools and brushes were used to carefully remove black (10YR 2/1) soils around remnants of bone. This task served to clean and document the exposed portion of the interior of the coffin. Once soils were partially removed, an inner copper liner was noted within the wooden casket. Moisture levels were high within the confines of the coffin, this coupled with the weight of soil above the collapsed lid compressed the skeletal remains and resulted in a state of poor preservation. The bones of the cranium were highly fragmentary and deteriorated. A maxillary dental bridge was observed within the cranial fragments. The bridge included two central incisors, a right lateral incisor, and a left canine. The lateral incisor and left canine were wrapped in gold or a gold alloy. The left lateral incisor that was originally part of the dental bridge was absent. Other skeletal elements observed below the viewing window included the right shoulder girdle, cervical and thoracic vertebra, and a number of ribs. All bone material was in a similar state of poor preservation. The left arm and remaining skeletal elements were not visible in the area beneath the viewing window. The coffin wood and coffin hardware retained a high degree of preservation. Excavations for TU1 terminated at the level of the coffin lid on the east and at the interior coffin bottom below the area of the viewing window. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-43 Figure 26 TU1, B5, Level 2 closing photo, showing outer crate stain and hardware on NE and SE corner Figure 27 TU1, B5, Level 4 closing photo, showing coffin inside outer crate Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-44 Figure 28 TU1, B5, showing coffin lid exposure. Excavation results of B5 confirmed the presence of human remains within an undisturbed burial shaft and coffin. All mortuary artifacts from TU1 (B5) (see Table 4) were returned to the grave shaft. The test unit and artifacts were covered with a layer of white sand and then a protective plastic sheeting. Heavy machinery replaced all excavated soil in OP1, sealing B5 at the close of excavation. Table 4 Artifacts collected from Test Unit 1 in OP1 Level FS Ct. Wt. (g) Group Category Description Est. Date Level 1, 10-20cmbd 11.01 9 6.9 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 11.02 10 16.5 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 11.03 2 0.3 Mortuary Coffin Hardware complete ferrous wire tack, wood present - 11.04 2 3 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, wood present 1890+ 11.05 1 1.7 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, wood present, fabric impressions 1890+ Level 2, 20-30cmbd 13.01 2 1.2 Mortuary Coffin Hardware complete ferrous wire tack, wood present - 13.02 11 16 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 13.03 18 29.6 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 13.04 3 17.8 Mortuary Coffin Nail(s) complete ferrous wire nail, no wood present 1890+ 13.05 20 20.8 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, no wood present 1890+ 13.06 2 3.4 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, wood present, fabric impressions 1890+ 15.01 1 0.1 Mortuary Debitage 1/4" chert, TA, tertiary - 15.02 1 0.1 Mortuary Charcoal charcoal - Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-45 Level FS Ct. Wt. (g) Group Category Description Est. Date Level 3, 30-40cmbd 15.03 2 4.2 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, wood present 1890+ 15.04 5 6.1 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, no wood present 1890+ 15.05 3 3.4 Mortuary Poss. Coffin Component ferrous flat frag, no wood present - 15.06 2 0.3 Mortuary Coffin Hardware complete ferrous wire tack, no wood present - 15.07 16 19.6 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 15.08 11 9.5 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ Level 4, 40-45cmbd 16.01 2 3.9 Mortuary Poss. Coffin Component ferrous flat frag, crimped, no wood present - 16.02 2 2.6 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 16.03 3 2.9 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ Above coffin lid, 45+cmbd 31.01 5 16.8 Mortuary Coffin Glass colorless flat glass frag, viewing pane 1864+ 31.02 1 2.1 Mortuary Poss. Coffin Component non-ferrous copper flat frag, no wood present - 31.03 54 82.8 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 32.01 8 14.1 Mortuary Coffin Hardware ferrous flat frag, no wood present, evidence of hairs/fibers - 32.02 1 1 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 32.03 2 2.7 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 32.04 3 3.3 Mortuary Coffin Glass colorless flat glass frag, viewing pane 1864+ 4.2.4 Burial 6 Burial 6 (B6) was located just north of B5, and south of B7, in a north-south row of graves within the central portion of OP1 (Figure 14). In data from the previous GPR survey (Moates and O’Sullivan 2020), this burial corresponds with a relatively deep (starting at around 110 cmbs) east-west oriented anomaly that continues to a depth of around 130 cmbs. The grave shaft feature corresponding to this anomaly was first identified within Stratum III at about 89 cmbs and presented as a very ephemeral feature with only sparse mottling of gray (10YR 6/1) and light gray (10YR 7/1) with a majority of white (10YR 8/1) fine sand similar to the surrounding soil matrix (Figure 29). B6 was approximately 193 cm east-west by 76 cm north south and like all the other burials it was oriented with the long axis east-west. Although the soil colors within the grave shaft of B6 were not much different than the surrounding soils, it was still possible to see a relatively well-defined edge along each margin of the rectangular feature. No modern disturbances were observed within B6, and artifacts collected during shovel skimming of the feature included an iron corrugated fastener and wire nails (see Table 2). After shovel skimming to level the area and reveal the edge of the burial shaft feature, B6 was mapped and photographed. No further excavation was conducted to determine if a coffin, or human remains, are present within this burial feature. 4.2.5 Burial 7 Burial 7 (B7) was located just north of B6 and south of B8, in the central portion of OP1. This burial shaft feature was first identified within Stratum III at approximately 89 cmbs, and corresponds to a grave-like GPR anomaly (Moates and O’Sullivan 2020) that was identified at a depth of 100 cmbs. Much like B5 and B6, B7 was a very ephemeral rectangular feature with only a slight add mixture of light gray (10YR 7/1) and gray (10YR 6/1) fine sand within a field of white (10YR 8/1) fine sand similar to that of the surrounding soil matrix (Figure 30). The majority of B7 shows a low level of more modern disturbance, except for along the northern edge where a utility trench and large PVC pipe continue east-west along the Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-46 edge of the burial feature. The bottom of the trench terminates above the level where the burial shaft became visible, and does not appear to severely impact the burial itself. Artifacts recovered during shovel skimming of B7 include: colorless glass vessel fragments, a piece of mortar, wire nails, and UID iron fragments (Table 2). After shovel skimming to level the area and reveal the edge of the burial shaft feature, B7 was mapped and photographed. No further excavation was conducted to determine if a coffin, or human remains, are present within this burial feature. Figure 29 View of Burial 6 grave shaft looking north Figure 30 View of Burial 7 grave shaft looking north Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-47 4.2.6 Burial 8 – Test Unit 2 Burial 8 (B8) was identified in Stratum III, approximately 78 cmbs, and measured 213 cm east-west and 74 cm north-south. The burial shaft included white (10YR 8/1), light gray (10YR 7/1), and gray (10YR 6/1) fine sands. During the initial skimming and cleaning, the western half of the burial was excavated to a deeper depth, leaving a stepped level across the burial. A stack of two large PVC pipes run southwest- northeast along the southern edge of the burial, missing the southeast corner. One PVC pipe was broken in half, with the repaired pipe running directly underneath the broken pipe. Running north-south through the burial was a small utility trench, a brown (10YR 4/3) fine sand disturbance that stood out in the surrounding burial fill. Another, much more ambiguous, disturbance was also seen along the northern edge of the burial shaft, which may have been from a previously removed palm tree (Figure 31). Test Unit 2 was placed over B8 and excavations were commenced on March 9, 2021. It was determined that this unit size would be best to cover the entirety of the burial. The unit measured, 2.56 m by 0.8 m. Levels were excavated arbitrarily 10 cm at a time (Figure 32). Level 1 (10-20 cmbd) yielded a number of metal and wood fragments, likely from the continued exposure of the coffin outline. After the level reached a uniform depth, further wood from the coffin outline was visible along the eastern edge of the burial. At this point it was easy to identify the coffin as rectangular. The north-south utility disturbance noted after initial excavations had been removed by this point. Level 2 (20-30 cmbd) was very similar in soil makeup with a possible disturbance from a previously planted (and later removed) palm tree. The northern edge was marked with a number of roots and glass fragments. An increased number of metal fragments were also collected from Level 2. Along both the northern and southern edges of the burial shaft, further wood fragments were revealed, almost completing the coffin outline. While neither southern nor northern edges were complete, the outline appeared much clearer. Despite the initial disturbances surrounding the grave shaft, with the discovery of the coffin outline it can be surmised there was no modern impact to the coffin itself. Along with the wood perimeter of the coffin outline, the interior soil of the coffin transitioned to a more mottled gray (10YR 6/1 and 10YR 5/1) fine sand, leaving the white sand in the greater burial shaft. The northern edge of the coffin outline was distinctly bowed inward, a possible result of the previously noted root disturbance. Prior to the excavation of Level 3 (30-40 cmbd), to expedite the speed of excavations, it was decided further levels would be limited to the area within the coffin outline, with a continuation of 10 cm levels. Within this level, metal pieces were continually collected in large numbers, similar to previous levels. A large, intact piece of wood was also taken as a sample. The center of the coffin stain was an amorphous gray (10YR 5/1) and dark gray (10YR 4/1) stain in fine sand. While this stain may have been related to the previously removed palm, it was more likely the remains of the coffin lid. Light wood flecking was noted within this stain, leading to the assumption it may have been the coffin lid. Throughout Level 3, the soil became noticeably more saturated. Level 4 (40-50 cmbd) was the final level excavated within the arbitrary 10-cm level limitation. In this level, metal nails were still being collected, but what appeared to be pieces of flat metal were also identified. These may have been architectural or hardware components of the original coffin. A large, deeply buried piece of metal was uncovered in the southwest corner of the coffin fill, but was not full exposed or removed in the excavation of Level 4. The southwest corner was left partially unexcavated, as the metal piece made shovel skimming impossible. Similar to the previous level, a wood sample was collected to document. The aforementioned gray stain across the center of the coffin fill remained, but continually shrank as the level was excavated, again leading to the assumption the stain was likely a caved in coffin lid. During the excavation of the level a piece of bone, likely human, was identified during screening. The bone collected was incredibly fragmentary, likely in part due to the highly saturated soil in the level. The bone’s unknown provenance and fragmentary nature led to a switch from shovel skimming 10 cm levels, to a more delicate excavation with trowels within the coffin fill. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-48 Figure 31 View looking north showing initial exposure of Burial 8 and surrounding disturbances Figure 32 View looking south showing top of Test Unit 2 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-49 During the excavation of the coffin fill, the southwest corner, previously untouched due to the obtrusive metal piece, was excavated to the level of the surrounding floor. After this troweling began on both the east and west ends of the coffin. While troweling the west end of the coffin a number of teeth were collected during screening. Excavations were halted on the west end and became more focused on the center and eastern end of the coffin. Within the east end a concentrated effort was made to expose the leg bones in situ and both the left and right tibia were exposed within the coffin fill (at an elevation of 13.8 meters above mean sea level [mamsl]). As the coffin fill was being excavated a number of large pieces of preserved coffin wood were found. These pieces, instead of being collected, were left in place as much as possible for photogrammetry. Due to the displaced nature of the cranial remains, the western half of the coffin fill was left higher than that of the eastern end. The loose teeth may have been dislodged from the cranium because of the large metal object in the southwest corner. While the object was never pulled and analyzed, it seems as though it may have been sitting on top of the coffin and as the coffin lid degraded, the object fell in to the coffin, possibly dislocating various cranial components. After the leg bones were exposed the floor was cleaned. Further bone was exposed during this cleaning, what appears to be a possible patella and epiphyses of the femur located close to the exposed tibia in the eastern half of the coffin. Along the southern edge in the western half of the coffin a few small fragments were also exposed. These fragmentary pieces are likely related to the right arm of the individual. After the floor was cleaned, photogrammetry was performed to document the coffin. At that point the remains were protected and covered while lab analysis was performed for all artifacts collected (Table 5). Once the analysis was complete all artifacts were placed back within the unit. Table 5 Artifacts Collected from Test Unit 2, OP1 Level FS Count Weight (g) Group Category Description Est. Date Level 1; 10-20 cmbd 12.01 1 0.4 Mortuary Vessel colorless container body frag, UID manufacture, no markings 1864+ 12.02 2 22.5 Non-Mortuary Structural red brick frag, no markings - 12.03 6 4.1 Mortuary Poss. Coffin Component ferrous flat frag, crimped, wood present - 12.04 5 2.1 Mortuary Poss. Coffin Component ferrous flat frag, no wood present - 12.05 1 4.9 Mortuary Coffin Nail(s) complete ferrous wire nail, wood present 1890+ 12.06 7 12.3 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 12.07 3 19.7 Mortuary Coffin Nail(s) complete ferrous wire nail, no wood present 1890+ 12.09 3 6.8 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 12.1 2 5.7 Mortuary Poss. Coffin Component ferrous object, UID, no wood present - 12.11 1 - Mortuary Coffin Wood coffin wood sample - Level 2; 20-30 cmbd 17.01 4 16.2 Mortuary Vessel colorless container frag, UID manufacture, no markings 1864+ 17.02 3 10.2 Mortuary Coffin Nail(s) complete ferrous wire nail, wood present 1890+ Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-50 Level FS Count Weight (g) Group Category Description Est. Date 17.03 4 19 Mortuary Coffin Nail(s) complete ferrous wire nail, no wood present 1890+ 17.04 13 16.1 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 17.05 9 16.3 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 17.06 7 7.8 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, wood present, fabric impressions 1890+ 17.07 12 5.1 Mortuary Poss. Coffin Component ferrous flat frag, no wood present - 17.08 - - Mortuary Coffin Wood coffin wood - Level 3; 30-40 cmbd 18.01 3 14.5 Mortuary Poss. Coffin Component ferrous flat frag, wood present - 18.02 12 8.2 Mortuary Poss. Coffin Component ferrous flat frag, no wood present - 18.03 3 4.2 Mortuary Vessel colorless container body frag, UID manufacture, no markings 1864+ 18.04 3 9.3 Mortuary Coffin Nail(s) complete ferrous wire nail, wood present 1890+ 18.05 16 12.1 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 18.06 1 4.3 Mortuary Coffin Nail(s) complete ferrous wire nail, no wood present 1890+ 18.07 25 40.3 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 18.08 2 40.6 Mortuary Poss. Coffin Component ferrous coffin hardware frag, bulky, no wood present - 18.09 1 15.2 Mortuary Coffin Wood coffin wood - 26.01 1 N/A Mortuary Human Remains human molar, incomplete, poor preservation - Level 4; 40-50 cmbd 19.01 2 0.5 Mortuary Vessel colorless glass frag, UID vessel, UID manufacture, no markings 1864+ 19.02 1 54 Mortuary Coffin Hardware ferrous coffin hardware with wire nail frag, wood present - 19.03 22 13.3 Mortuary Poss. Coffin Component ferrous flat frag, wood present - 19.04 3 2.7 Mortuary Poss. Coffin Component ferrous corrugated fastener, crimped, wood present 1890+ 19.05 7 2.5 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 19.06 6 13.9 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 19.07 - 7.1 Mortuary Coffin Wood coffin wood - 20.01 - - Mortuary Human Remains human bone frag, poor preservation - Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-51 Level FS Count Weight (g) Group Category Description Est. Date Coffin Fill 24.01 7 8.4 Mortuary Poss. Coffin Component ferrous corrugated fastner, crimped, wood present 1890+ 24.02 25 19.4 Mortuary Poss. Coffin Component ferrous flat frag, wood present - 24.03 8 6.2 Mortuary Coffin Nail(s) ferrous wire nail frag, wood present 1890+ 24.04 - 7.7 Mortuary Coffin Wood coffin wood - 25.01 - - Mortuary Human Remains human teeth, poor preservation - 4.3 OP-1 SE 4.3.1 Burial 9 – Test Unit 3 As discussed above, OP1-SE was a small excavation area in the southeast corner of the larger Area 1 (Figure 14). Ground truthing operations in this area were focused on two specific anomalies identified in the previous GPR survey that are directly adjacent to the eastern Crum property fence and begin at around 90-100 cmbs (Moates and O’Sullivan 2020). Mechanical stripping of OP1-SE began on Monday, March 8, 2021, and what would be later identified as Burial 9 (B9) was soon identified within the extreme southeast corner of OP1-SE, in Stratum III at around 73 cmbs (Table 6). At initial uncovering, B9 measured 73 cm east-west and 70 cm north-south, although the majority of what would be the eastern edge of the grave extended outside the excavation area. The burial shaft presented as a mix of light gray (10YR 7/1) and gray (10YR 6/1 and 10YR 5/1) fine sand that stood out from the surrounding white (10YR 8/1) Stratum III matrix. Just to the north of B9, also along the east wall of OP1-SE, a large concrete footer with an embedded iron post or pipe was uncovered. The spatial patterning of this post and nearby grave shaft is consistent with the results observed in the GPR data. One additional object of interest uncovered during the initial mechanical stripping was a large, flat concrete slab fragment located just to the northwest of B9. This concrete piece appears roughly formed and it is unclear if it related to the cemetery or to a later occupation of the site (Figure 33). During initial shovel skimming of B9, the feature seemed to recede into the south wall of OP1-SE as depth below surface increased. In order to determine if this feature was in fact a grave shaft, or some other feature, the mechanical excavator was used to extend the southern boundary of OP1-SE to the south in order to capture the north-south extent of this feature. After the overlying strata were removed, additional shovel skimming revealed the north, west, and south edges of what would be designated B9. During skimming, a small fragment from a Ball Mason Jar rim, fragments of a colorless glass jar, flat glass, a brick fragment, wire nails, unidentified iron fragments, and a few small pieces of wood were recovered (Table 6). Besides a modern PVC sprinkler line located above B9 in Stratum I, no significant disturbances were observed for this burial shaft. Because of this burial shaft’s location adjacent to the eastern property fence, Test Unit 3 (TU3) was placed over B9 in order to confirm the presence of a coffin within the suspected grave shaft and whether burials extended this far east on the property. Excavations within TU3 began on March 10, 2021, and the unit dimensions were fitted to the extent of the grave shaft feature (73 cm east-west by 70 cm north- south). Two levels were excavated in 10-cm increments below an arbitrary datum until the edge of the coffin was uncovered, no further excavation was done within the coffin outline. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-52 Figure 33 Overview facing east showing initial exposure of Burial 9 Level 1 (10-20 cmbd) was excavated within the visible B9 grave shaft using a flat shovel. Artifacts recovered within this level include additional fragments of an aqua glass Ball Mason Jar, unidentified iron fragments, wire nails, red brick fragments, and two U.S. pennies dated 1916 and 1923 (Table 6). Within this level, the grave shaft feature became narrower and more defined, with regular edges and a mottled mix of white (10YR 8/1), light gray (10YR 7/1), and gray (10YR 6/1) fine sands. In Level 2 (20-30 cmbd) additional pieces of an aqua glass Ball Mason Jar were recovered along with additional coffin hardware in the form of a possible coffin handle fragment and a coffin latch. Another U.S. penny, dating to 1925, was also found in this layer. Near the bottom of the layer, well-defined lines of wood near the north and south edges of the grave shaft feature were uncovered and the excavation was terminated (Figure 34). These likely represent the edges of a coffin, although the proximity of this burial to the fence along the eastern edge of the property made it impossible to uncover the entire grave shaft feature. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-53 Table 6 Artifacts Collected from Test Unit 3, OP1-SE Level FS Count Weight (g) Group Category Description Est. Date Surface Skim 10.01 1 1 Mortuary Vessel glass, aqua finish frag, ABM, external thread, no markings 1904+ 10.02 2 10.1 Mortuary Vessel glass, colorless container body frag, UID manufacture, no markings 1864+ 10.03 1 0.5 Mortuary Structural colorless flat glass frag, UID manufacture, no markings 1864+ 10.04 1 5.5 Mortuary Structural tan brick frag, sand-tempered, no markings - 10.05 1 4.2 Mortuary Coffin Nail(s) complete ferrous wire nail, no wood present 1890+ 10.06 1 0.8 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 10.07 3 24.3 Mortuary Poss. Coffin Component ferrous flat frag, no wood present - 10.08 1 - Mortuary Wood wood sample - Level 1: 10-20 cmbd 14.01 28 60 Mortuary Vessel glass, clear aqua container frag, ABM, no markings 1904+ 14.02 4 1.1 Mortuary Poss. Coffin Component ferrous flat frag, no wood present - 14.03 2 1.8 Mortuary Coffin Nail(s) ferrous wire nail frag, no wood present 1890+ 14.04 1 1.6 Mortuary Structural brown-red brick frag, grit-tempered, glazed - 14.05 2 6.1 Mortuary Personal Object U.S. penny 1916 and 1925 Level 2; 20-30 cmbd 27.01 1 124.7 Mortuary Coffin Hardware ferrous coffin handle frag, no wood - 27.02 1 3.6 Mortuary Vessel clear aqua container finish frag, ABM, external thread (likely Ball Mason Jar) 1904+ 27.03 3 7.6 Mortuary Structural architectural frag - 27.04 1 3.1 Mortuary Personal Object U.S. penny 1925 27.05 - - Mortuary Coffin Wood coffin wood - 27.06 4 2 Mortuary Coffin Hardware coffin catch or latch, ferrous frag, no wood present - Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Excavation Results-54 Figure 34 Coffin exposure of Burial 9 along the eastern edge of OP1-SE Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-55 5 Discussion 5.1 Burial Markers and Cemetery Landscape No definitive grave markers were recovered during this ground-truthing operation at the St Matthews Baptist Church cemetery, although some of the brick or concrete fragments observed could have been part of a headstone or vault slab. Especially in this northeastern portion of the cemetery, previous grading and soil removal likely took away any buried traces of grave markers that might have remained just below the ground surface. However, oral history and memories of those who actually visited the cemetery during the time it was in use can help to shed some light on this aspect of the cemetery landscape. In March of 2021, James Borchuck (JB in transcripts below) of the Tampa Bay Times interviewed Mr. Robert Young (RY in transcripts below) of the Smith-Youngs Funeral Home in Clearwater. Mr. Young got his start in the undertaking business of Mr. Larkins in 1956 when he was just 12 years old. As a young boy, he was tasked with taking the flowers to the burial site, preparing the truck to take the casket, passing out programs and fans to mourners, and helping to cover the grave after the ceremony. In the interview, Mr. Young recalled the entrance to the St Matthews Baptist Church Cemetery: I remember entering off of Pierce Street, how we entered the cemetery. Palmettos kind of lined the road, I remember some of the pine trees, but we would enter the cemetery, the grave would already be prepared, then we would unload the flowers, take them to the grave site, and then pallbearers would come and carry the body to the grave side. During that time period, believe it or not of my forty plus years, well more than forty plus years, in the industry I have never had the opportunity to dig a grave but I have covered many a grave. So, after the service was over, pallbearers would ask to remain to help cover up the grave. Now there was a grave digger, that dug the grave, but then the covering was done by the pallbearers and the funeral home. And so, I got, I had the honor of covering, helping and covering, even though I was a youngster, I could handle a shovel and replace the dirt back into the grave after the casket was lowered and the lid was placed on. I recall taking many boxes to the St Matthews cemetery as well as the other cemeteries that we had to take our loved ones to for final resting places. (Young 2021) Other community members who shared their memories of the site with Cardno staff also remember the entrance to the cemetery being on the west side, where Pierce Street once dead-ended into the property. Pastor Carlton Childs grew up nearby, and his family was very important to the development of the Clearwater Heights neighborhood. While on site, Pastor Childs shared with Cardno staff where the entrance used to be in relation to the current landscape and structures, and remembered that a church and four houses used to line Pierce Street just to the west of the cemetery. Muhammad Abdur-Rahim also remembered that those visiting the cemetery for funerals would enter via Pierce Street, on the west side of the cemetery, and drive on a dirt road that went around the edges of the property. Mr. Young’s memories echo that description: JB Ok so you kinda described a little bit what it looked like, was there a sign at St Matthews? RY I’m not recalling seeing a sign, but I’m sure there was a sign, but back then as a youngster, I wasn’t too attentive to details as I am today. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-56 JB Well no one really does remember a sign so I just wanted to ask that in case. And the entrance was off Pierce? RY Pierce. Right, well Pierce was the street that went straight in. You had Madison, you had Washington, and you had Greenwood. JB And Pierce ran into Madison? RY Pierce, yeah Pierce Street, which still exists today. Of course, that far eastern end stops now at Madison. JB Right, so you’re driving in and, did you have like uh, when you first went in was that where some of the prominent graves were? RY Well as we entered, like I said the street was lined with palmettos if my recollection was correct. And then once you got past the palmettos it was all dirt road back then. There was no pavement so it was dirt roads that had been carved out and you followed that to the different graves. (Young 2021) Figure 35 shows two aerial photographs of the cemetery from 1926 and 1942, they show how Pierce Street dead ended into the cemetery as well as the dirt access roads and cleared areas likely used for burials. Mr. Young also recalled some of the grave markers at St Matthews cemetery, although he did not visit that site as much as other area cemeteries (like the cemetery in North Greenwood) during that time. JB Were they kind of clearly marked? Tell me how they looked. RY Um, my vague recollection. Some of them had headstones, some had the temporary metal markers… The headstones then were the um, well you had the uprights that stood up out of the ground, you had the slant they were slanted, then you had the traditional 24 by 12 flat, and then some families that were able they had a slab that had information. They would sometimes have a slab with the information as well as a headstone or they had just a slab. Some cemeteries permitted what they called the vault lid, would be above ground but that came later because back then wooden boxes was all that was available. JB Ok, so there were slabs at this particular cemetery? RY I don’t recall slabs being at that particular cemetery, because this was early on when wooden boxes was what was being used. Because I go so far back I could get some of my time periods mixed up. JB That’s a nice way of saying you’re old, huh? [laughs] RY [laughs] I’m not like my name! (Young 2021) Rogers Padgett, the grandson of Robert Padgett (the original land owner who sold property to the St Matthews Baptist Church to create the cemetery in 1909), also remembers visiting the cemetery with his family in the 1950s. According to reporting by Paul Guzzo of the Tampa Bay Times the Padgett family visited the site because they were upset that the cemetery had been sold to a developer. “They parked on Missouri Avenue, Padgett recalled, and walked about 50 yards through white sand overgrown with sand pine trees and myrtle bushes. ‘Suddenly, there were grave markers… Until I saw them, it didn’t look like a cemetery. The area we were in had about half a dozen stone markers, but none were big.’ Other graves, he said had temporary metal markers…” (Guzzo 2020). Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-57 Figure 35 1926 and 1942 aerial photographs showing the location of St Matthews Baptist Church Cemetery (outlined in red) Another point worth noting in relation to the cemetery landscape of the St Matthews Baptist Church Cemetery has to do with the cultural practices of scraping or raking the ground surface. Scraping refers to a practice common in cemeteries in the South, especially those in areas along the Gulf Coast, where the ground surface within a cemetery or family plot is purposefully cleared or raked to remove all surface vegetation including grass (Jordan 1982). The underlying soil, or sugar sand in the case of much of peninsular Florida, is then exposed across the cemetery area that is in use. In the National Register of Historic Places nomination documentation for Rose Hill Cemetery, a historic African American cemetery established in 1916 in nearby Tarpon Springs, Tina Bucuvalus notes that family plots are still raked of all surface vegetation to this day in keeping with this traditional practice (Bucuvalus and Jones 2016). This continuation of cultural practices at Rose Hill Cemetery was discussed as a contributing factor to the cemetery’s significance in terms of its National Register of Historic Places nomination. Historic aerials of the St Matthews Baptist Church Cemetery from 1926 and 1942 show large square and rectangular areas that appear bright white because all the surface vegetation has been cleared (Figure 35). It is possible that this might be related to the historic practice of scraping or raking, although more research is needed to fully make the case for it. However, one additional clue observed during ground truthing at St Matthews might support this. The grave shafts for Burials 5, 6, 7, and 8 were recorded as being very ephemeral, meaning that their coloration was very close to the surrounding subsoil. If the ground surface was indeed scraped of vegetation and any topsoil at the time those graves were dug, then there would have been very little add mixture of darker organic soils into the grave shaft soils before the burial was backfilled. This could account for the light color of these grave shafts, but other explanations like natural leaching of organics from the soil are also possible. 5.2 Coffin and Burial Types 5.2.1 Shipping Crates and Outer Boxes According to Davidson (2012:99), by the late 1800s “the crates in which the coffins arrived were nearly always buried with the individual, to provide added protection to the coffin and hence the body”. Prior to Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-58 that time, coffins or caskets were often produced locally and would have been placed within a secondary grave shaft or niche at the bottom of a larger primary grave shaft. Once the coffin was lowered into the grave, this smaller niche now containing the deceased would have been covered over with planks as a form of “vaulting” to protect the coffin from the backfilled dirt that would soon be thrown on top of it. The shift to using shipping crates or outer boxes to protect the coffin within the grave shaft mirrors a shift from locally produced to commercially produced coffins occurring around this same time. Those with better financial means could afford to buy a commercially produced coffin that might be shipped from far away to the local undertaker’s parlor. By the early twentieth century, only those who were relatively impoverished would have used a handmade or locally produced casket. In his discussion with James Borchuck of the Tampa Bay Times, Mr. Young remembers the use of outer boxes or shipping crates at the St Matthews Baptist Church Cemetery: JB You said boxes you mean RY The wooden boxes, yeah because back then the caskets came in boxes and the boxes that they came in were used to place into the earth before the casket was. JB Oh, that’s interesting. So, it was kinda a wooden, um vault? RY Well it wasn’t a vault but, that’s how the caskets would ship to us. I’ve unloaded many a casket truck at the Larkins Funeral Home. When the casket would arrive, they would be in the outer receptacle, we would take the casket out, put them into the show room and then we would store the boxes until we needed to take them to the cemetery. So, Al and myself have gone to the cemetery, St Matthews as well as the other cemeteries that we went to, to place the wooden boxes. The grave digger would put it into the ground, when we came with the body and the casket we would place the casket into the earth and then we would take that lid that was on that receptacle and put it on. Then we would backfill the dirt. JB And you did all that by hand? RY We did all that by hand [laughs]. And graves back then were six feet JB And that’s deep! RY That was deep. Six feet is deep. But I never had the opportunity to dig a grave, but I have covered many a grave. JB That’s awesome, that must kinda make you feel good? RY Oh yes, oh yeah. During excavations at the St Matthews Baptist Church cemetery, both burials that were fully investigated (Burial 5 and Burial 8) showed evidence of an outer box or shipping crate. Although it is a small sample size, this finding fits well with Mr. Young’s remembrances of burials at the site. It also reflects the relative economic status of the individuals who buried their loved ones at this cemetery. These were not simple paupers’ burials, but well-appointed caskets that had been ordered from commercial coffin companies and shipped to Clearwater for purchase at places like the Larkins Funeral Home or Alexander Funeral Home which were both located nearby the Clearwater Heights Neighborhood. If subsurface archaeological work is undertaken at the St Matthews Baptist Church Cemetery in future, additional research into the casket styles and coffin hardware present could provide insight into the burial choices and economic status of the Clearwater Heights community. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-59 5.2.2 Viewing Windows Viewing windows on caskets or coffins served a very straightforward purpose; they were small panes of glass designed to allow the viewing of the deceased without the need to open the casket top. Especially in the time before embalming was universally available, this allowed the family of the deceased to see their loved one without having to contend with any foul odors. However, even after embalming became common practice in the second half of the 1800s, viewing windows continued to be used on caskets. The shape of the window itself varied, with early types being oval or egg shaped and later styles being rectangular and larger in size. Some viewing windows could be opened by sliding the glass, while others had the glass fixed in place with caulk or glazier points. Another common feature related to viewing windows was a wood door or cover over the glass that could be lifted with a small metal ornament called a cap lifter (Davidson 2004:426-427). More complicated features like a sliding glass viewing window or a wooden cover with a fancy cap lifter would have cost more money, indicating a greater monetary investment in grave goods by the family of the deceased. At the St Matthews Baptist Church Cemetery, one casket (Burial 5) was found with a viewing window. The glass was rectangular in shape, and appeared to have a rubber gasket or caulking around the edges that would indicate a fixed glass variety. A badly corroded iron object was uncovered atop the central portion of the viewing window glass, but it is possible this might have been related to a wooden cover that had long ago degraded. The glass itself appeared to be integrated with an inner copper liner within a wood casket (Figure 36). A review of casket catalogs from the early 1900s revealed a similar type of copper liner with viewing window in the 1921 catalog for the National Casket Company (Figure 37). Liners of this type were used within caskets that would need to be shipped with the deceased inside. This was done for sanitary reason while the deceased was in transit, the metal liner prevented any leaks or odor from escaping. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-60 Figure 36 Top: View of Burial 5 showing viewing window and possible iron cap lifter, Bottom left: sample of flat glass from Burial 9 viewing window, Bottom right: sample of copper lining from Burial 9 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-61 Figure 37 “Half Glass Metallic Lining for Square Caskets” from National Casket Company Catalogue Q, circa 1921 Based on this, it is possible that the individual within Burial 5 died outside of Clearwater and their family had their body shipped for burial at the St Matthews Baptist Church Cemetery, although it is not possible to confirm that definitively. Death records indicate that a few individuals were shipped from other places to Clearwater, including one person who died in New York and another who passed away in southwest Florida. Whatever the case, a casket with a full copper liner and viewing window of this type would have been much more expensive than just a plain wood casket, and its presence indicates the potential diversity of coffin types that might be present within the cemetery as a whole. 5.2.3 Coffin Hardware Coffin Hardware technology changed through time, and can provide important information not only on methods of coffin construction but also on the date range it was produced, and the relative cost of the coffin. The soil conditions within the current ground truthing area meant that many of the ferrous (iron) objects and hardware found in association with burials were badly degraded, but it is still possible to glean important information from certain hardware types identified. 5.2.3.1 Corrugated Fasteners While many of the fasteners used to construct the caskets found at the St Matthews Baptist Church cemetery were hardware items familiar to anyone who has built something out of wood (wire nails and screws), one artifact type in particular is much more specialized to wooden box, crate, and coffin construction. Corrugated fasteners (Figure 38) were found in association with four burials (Burial 2, Burial 5, Burial 6, and Burial 8). They were identified in both of the burials that were fully investigated with the placement of test units (Burial 5 and Burial 8). Corrugated fasteners are generally used to join together two planks of wood, either at the ends or at corner joints (see insets 8 and 9 in Figure 39 for examples of their general use and placement). These small, crimped sheets of iron were designed to have a toothed edge on one side so that they could hold tightly when they were driven into planks of wood. This particular style of corrugated fastener was patented in 1889, and according to Hall and Pye (2012:112) they have been found at numerous cemetery excavations throughout the southeast in association with burials dating to between 1896 to 1956. It is possible that the fasteners of this type found at St Matthews Cemetery were used to construct either the caskets themselves, or the shipping crates that were re-used as vaults before the casket was placed in the grave shaft. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-62 Figure 38 Examples of corrugated iron fasteners found in burials at the St Matthews Baptist Church Cemetery Figure 39 “P. Starr Double Pointed Corrugated Fastener. No. 406,545; Patented July 9, 1889.” (U.S. Utility Patent No. 406545 as cited in Hill and Pye 2012) Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-63 5.2.3.2 Coffin Lining Just as we see today, caskets in the early 1900s had many features that served to signal the care and love that the deceased’s family took in sending them off into the next life. Coffin linings and fabric covers were a common addition to even the most basic coffins (Davidson 2004: 417). Mr. Young remembers that back in the 1950s some coffins were even made with deluxe fabric on the outside: RY …The caskets back during that time period were made of nice fancy cloth, felt and then you had the tight nap coverings. Metal caskets were an exception back then, during the early years. So, cloth covered, nice fancy, different colors. JB So was the cloth covered, was it just kind of stretched over? RY No, it was actually made. That was a covering, that was a material that was pasted after the casket was designed they came in various shapes, still the shapes that the caskets are in today. But they were covered, there was an octagon corner, there was a square corner, there was a round corner, but they were covered in nice, a tight nap what they called doe-skin or mole-skin, and then they had the fuzzy kind and they came in the various colors: pink (basically it was for the ladies), the interior sometimes coronated with it, either the pink interior or white interior. (Young 2021) From an archaeological perspective, fabric rarely preserves in the ground long enough to be recovered but hardware associated with the fabric lining can be found. Lining tacks, like those seen in Figure 40 were found in Burial 5 (Test Unit 2) at the St Matthews Baptist Church cemetery. Lining tacks are generally small, and sometimes had lead- or fabric-covered heads that made them less noticeable against the decorative fabric lining of the coffin interior (Figure 41). Because Burial 5 was one of those selected for further investigation within the coffin feature, it is logical that lining tacks were found within this burial, but were not observed in some of the grave shafts of other burials that did not have a similar level of examination. These small artifacts show that even tiny pieces of hardware can speak to the level of care shown to the deceased. Figure 40 Two small lining tacks found in Burial 5 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-64 Figure 41 Various examples of coffin lining tacks from the Hearne Brothers Coffin and Casket Catalogue, early 1900s. Image courtesy Eastern Carolina University Digital Collections (http://digital.lib.ecu.edu/22655). 5.3 Grave Offerings and Personal Items It is often said that cemeteries are the true museums to our local communities. While history books and brick and mortar museums can pick and choose the stories they want to tell, focusing on the “big people” who made our cities and states what they are today, cemeteries are full of monuments to everyone who lived and died in our communities. In addition to being sacred spaces to mourn lost loved ones, African American cemeteries in particular are important because every grave, grave offering, or headstone has a story to tell about a Black trailblazer, pioneer, or inspiring figure who might have otherwise been left out of the dominant historical narrative. When we take the time to learn their stories and share them with others we get closer to a fuller, richer, and more truthful understanding of our community’s history. And just like every museum we visit has a different aesthetic or design, African American cemeteries in the South display a unique set of characteristics that set them apart from other historic burial grounds. Some of these burial practices trace their roots back to the time of enslavement prior to the Civil War, while others go back even farther and across the Atlantic Ocean to diverse cultural traditions in Africa. Archaeologists, anthropologists, and ethnographers have increasingly studied these African burial practices and grave goods and the ways they are expressed in African American cemeteries and burial places throughout the United States. In his study on African American traditions in the decorative arts, John Michael Vlach (1990) devotes an entire chapter to a topic that might not seem to fit: graveyard decoration. In his book, Vlach surveys examples of grave offerings at African American cemeteries throughout the South, but also delves into the cultural traditions and beliefs that inspire the practice: Most of these items are pottery or pressed-glass containers, but many different objects are encountered, including cups, saucers, bowls, clocks, salt and pepper shakers, medicine bottles, spoons, pitchers, oyster shells, conch shells, white pebbles, toys, dolls’ heads, bric-a-brac statues, light bulbs, tureens, flashlights, soap dishes, false teeth, syrup jugs, spectacles, cigar boxes, piggy banks, gun locks, razors, knives, tomato cans, flower pots, marbles, bits of plaster, toilet tanks…Graveyard goods are a statement of homage; their function is to keep a tempestuous soul at rest. Far from being heaps of junk, funeral offerings are sanctified testimonies; Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-65 material messages of the living intended to placate the potential fury of the deceased. (Vlach 1990:139) These objects, sometimes personal items of the deceased, could be left on top of the grave or included in the coffin or grave shaft (Davidson 2004), but they served multiple purposes. Some of the objects were left behind because they were important to the deceased or perhaps some of the last objects that person touched (Vlach 1990; Thompson 1983) while others had their own symbolic importance outside of their past ownership (Davidson 2004:292). In either case, the inclusion of these objects either on top of or inside the grave is a practice that traces its roots back to West and West Central Africa (see Smith 2010:19-25 for an excellent overview). Although there are diverse cultural traditions around cemeteries and burials in these areas of Africa, practices like leaving personal belongings or certain items of spiritual significance on graves have been documented in the past: “E. J. Glave who traveled through Zaire in 1884 wrote in 1891 ‘…natives mark the final resting-places of their friends by ornamenting their graves with crockery, empty bottles, old cooking pots, etc’” (quoted in Vlach 1990:142). But while many of the objects we see in African American cemeteries in the South are of Euro-American origin, their selection, display, and use are all framed in a distinctly African derived and inspired manner as will be described for different mortuary artifact categories below (Turner 2017:58). Some of the items left on or in graves were included because they were personal belongings of the deceased individual, such as cups, plates, or other ceramic wares, or the last item that person used in their life (Davidson 2004:339). As such they were marked by the passing of the individual and must be included in the grave, sometimes after breaking the object or puncturing its base, so the soul of the person can rest peacefully and not go searching for it amongst the living (Vlach 1990:141). Medicine bottles and sometimes even the spoon used to take the medicine, although not generally thought of as personal items, also fit into this first mortuary category because of their association with the last moments and actions of the deceased (Davidson 2004:289-290). The second broad category of objects are those that have certain qualities or attributes that link them to spiritual beliefs about death in general. These include objects that are white in color (various white ceramics, shells, stones, or whitewash on grave markers), objects associated with water or that can hold water (pressed glass pitchers, ornate vases, cups, teapots, shells, or coral), and objects that produce light or have a reflective quality (lanterns, oil lamps, lightbulbs, mirrors, reflective metals, or crystals/minerals) (Vlach 1990:143; Jamieson 1995:51; NPS 2009:100). This is not to say that a grave offering can only inhabit one or the other of these categories; a treasured personal item might also hold water (like an ornate glass pitcher or jar) or be white in color (a whiteware cup used right before death) and therefore satisfy multiple requirements for inclusion in a respectful burial. 5.3.1 Shells Perhaps some of the most iconic grave offerings seen in African American cemeteries even into the present day are a sun-bleached conch shell or careful pattern of clam or oyster shells left on top of a grave (Combes 1972; Vlach 1990; Jamieson 1995; Davidson 2004; NPS 2009). In many cemeteries in Florida, especially those in rural areas or with Bahamian or coastal Georgia/Carolinas influence, these shells serve as an important part of the cemetery landscape. Sometimes conch, oyster, cockle, or clam shells are left in a grouping near the headstone, arranged in a line along the grave, or even used to surround the edge of the burial plot (Vlach 1990: 143). The sun-bleached whiteness of the shell and its obvious association with water tie it to burial traditions going back hundreds of years in certain parts of Africa, like the Kongo-speaking region of Coastal Central Africa, but are also seen in the southeastern United States and the Caribbean (Jamieson 1995:51). In the BaKongo religion it is believed that the color white is associated with death and the afterlife, and deceased ancestors inhabit a watery world under river bottoms and other bodies of water (Vlach 1990:143). Because of their color and association with water, shells served as a symbol of crossing over into the afterlife, and in the BaKongo religion they also “enclosed the soul’s immortal presence” (Trinkley 1999:6). To Yoruba people in West Africa, shells, along with other objects like iron bars and beads, are associated with Olokun, the Orisha spirit of the ocean floor Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-66 and deep waters(NPS 2009:100). When shells are purposefully arranged on top of an African American grave or left within the grave shaft they may represent this division of the world with “…the world of the living above; the dividing line of shells; [and] the realm of the spirits, which is not only underground but also under the water” (Vlach 1990: 143). They also serve to ease the passage of the deceased to this watery spirit world or across the Atlantic to Africa and the land of the ancestors, and “represent his or her new identity as an ancestor” themselves (Perry and Woodruff 2006:426). For the Gullah/Geechee people of Low Country Georgia, the Carolinas, and northern Florida, shells continue to be used as grave markings into the present day (NPS 2005:76). “The sea brought us, the sea shall take us back. So the shells upon our graves stand for water, the means of glory and the land of demise” (Gullah community member quoted in Creel 1988:319, reproduced in Trinkley 1999). Shells have similar meaning in the Christian faith and are associated with a journey or pilgrimage (death), as well as baptism (water) (Keister 2004:87), making their presence in African American cemeteries a melding of cultures, symbols, religions, and beliefs. Examples of shell offerings were found within two grave shafts at the St Matthews Baptist Church cemetery. In Burial 2, along the western edge of the cemetery, one oyster shell (Crassostrea virginica) was recovered within the burial shaft feature, while in Burial 8 (Test Unit 2) three whole oyster shells and one Quahog clam (Mercenaria mercenaria) were found just above the level of the coffin (Figure 42). Figure 42 Quahog clam shell found in the grave shaft of Burial 8 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-67 5.3.2 Ceramic Vessels “Remember Him - before the silver cord is severed, and the golden bowl is broken; before the pitcher is shattered at the spring, and the wheel broken at the well, and the dust returns to the ground it came from, and the spirit returns to God who gave it.” Ecclesiastes 12:6-7 NIV As discussed above in relation to shells, many West and West Central African cultures make strong connections between water and the afterlife (Vlach 1990). Objects associated with water, like shells, pitchers, vases, or other water-bearing vessels, are thus important not just for their symbol connection to water and the afterlife but also as a means to help the spirit cross over peacefully. Beyond these deep-rooted connections to various African traditions and beliefs, water also has strong associations in the Christian faith. Water, through baptism, is the means of initiation into the faith for all Christians, and is also symbolic of the word of God itself. In both cases, water is seen as a means to salvation and eternal life: “whoever drinks the water I give them will never thirst. Indeed, the water I give them will become in them a spring of water welling up to eternal life” (John 4:14). In this view, Christians drink the water of life as represented by the word of God in order to cleanse their sins, but they are also vessels for this water, becoming an eternal spring through their salvation. With these beliefs taken together, objects that hold water are not only associated with the watery afterlife and land of the ancestors seen in many African traditions, but also with the promise of eternal life secured through baptism and the cleansing word of God as represented in Christianity. Water-bearing vessels and vases also serve to hold flowers and other more temporary gifts to honor the memory of the deceased. Given this poignant melding of cultural and religious traditions, is it any wonder then that objects like pitchers, vases, and other water bearing vessels are some of the most commonly noted offerings in historic African American cemeteries in the South? At the St Matthews Baptist Church cemetery, one artifact in particular speaks to this tradition while also giving some insight into the time period of the grave it was found with. A fragment of a ceramic vase was recovered within the grave shaft of Burial 1 along the western edge of OP-1. Additional research after fieldwork was completed revealed that this fragment was from a vase produced by the Nelson McCoy Pottery Company in the 1930s (see Figure 43 for an image of the fragment that was recovered, along with a picture of a complete vase of the same type) (Huxford and Huxford 1991:62-63). Vases of this type came in several different sizes, and the beautiful embossed pattern of decoration was referred to as “Leaf and Flowers” (Moran 2004). Because this vase was found deep within the grave shaft, it is possible that it was placed there at the time of burial. Because this style of vase was produced starting in the 1930s, that could mean that Burial 1 dates to the 1930s or later – well within the timeframe the cemetery was in use. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-68 Figure 43 McCoy “Leaf and Flowers” vase recovered from Burial 1, along with image of a whole vase in the same pattern Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Discussion-69 5.3.3 Coins The inclusion of coins within a burial goes back to at least ancient Greek and Roman times, where coins were thought to be needed by the deceased to pay the ferryman on their journey into the world of the dead. In historic burials, coins are often found around the head or eyes of the deceased because the coins were originally placed on the eyes at the time of burial in order to keep the eyelids of the individual closed (Davidson 2004:316-319). Coins could also be left behind on the grave or thrown into the grave shaft at the time of burial as a token of remembrance to the deceased. Three U.S. pennies dated 1916, 1923, and 1925 were found just about the level of the coffin in Burial 9 at the St Matthews Baptist Church cemetery, (Figure 44). These pennies would have been located over the head-end of the casket (the western end). Their location within the bottom of the grave shaft indicates that the coins were possibly thrown into the grave after the casket had been lowered into the open grave shaft but before it was filled. They also give some indication of the age of the burial. In order for coins dated to 1916, 1923, and 1925 to be deposited in a grave shaft at one time, they would have been placed in the burial in the year 1925 or later. This helps to establish Burial 9 as dating to sometime after 1925 but before the cemetery was sold in the 1950s. Figure 44 1916 and 1923 U.S. pennies recovered from Burial 9 Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Conclusions and Recommendations-70 6 Conclusions and Recommendations 6.1 Overview of Findings Cemeteries, even those that are neglected or erased from the surface, are museums to our local communities. The stories they tell, both about the individuals buried within them and their associated neighborhoods and communities, are vital in understanding where we have come from and where we are going. Although much has been done to erase the St Matthews Baptist Church Cemetery from the landscape of Clearwater Heights, archaeological work at the site confirms that the cemetery still endures beneath the surface. Mechanical stripping and archaeological ground truthing revealed the presence of nine grave shafts within Area 1, the only area physically tested under the scope of this project. Of these nine, two (Burial 5 and Burial 8) were fully investigated and intact human burials were recorded in both. Despite the fact that much of the original ground surface over these graves was likely stripped away at some point in the past for site preparation or construction, none of the grave shafts recorded as part of this project appear to have been disturbed due to past grave removal. In fact, not only do the recorded graves appear to be undisturbed, they still contain objects such as shells, vases, and coins that were likely left behind by loved ones of the deceased at the time of their burial. Five graves, Burials 1-4 and Burial 9, could not be fully delineated because they continued under an above ground obstruction. Burials 1-4 continue to the west under the current entrance driveway to the property, and Burial 9 continues east toward Missouri Avenue under the eastern property fence. Analysis of death certificates, obituaries, and funeral home records has uncovered names of more than 550 individuals who might be buried at the St Matthews Baptist Church Cemetery - although it is likely that this list is incomplete; these names are included in Appendix A. Given the lack of records related to grave locations for this cemetery it is unlikely that we will ever be able to link every burial to their correct name, but the information contained in the list helps to shed light on the people who made Clearwater what it is today. One obvious question related to this cemetery is whether there is any evidence, either from memories or documents, that indicates graves were moved from this cemetery. As described above, none of the burials identified during the ground truthing operation appear to have been moved or disturbed during past grave removal activities. Unlike the African American cemetery in North Greenwood, no newspaper articles or other documents identified to this point record an attempt to move burials from the St Matthews Cemetery during the 1950s. Mr. Leroy Rhodes did mention that as a child he remembers some burials might have been moved during the paving and widening of Missouri Avenue in 1954, but it is unclear if this happened across the entire cemetery. One other line of evidence comes from Parklawn Cemetery in Dunedin, the cemetery owned by Chester McMullen Jr. who bought the St Matthews property in 1955. McMullen had previously moved burials from the African American cemetery in North Greenwood to his Parklawn Cemetery, so it is possible that some burials were also moved from St Matthews to Parklawn. No documents record such a move, but a review of headstones currently located in Parklawn shows 11 headstones that correspond with names of people who were likely originally buried at the St Matthews Cemetery. Given this small number, it is probable that the majority of burials still remain at St Matthews. Below are recommendations for future work at the St Matthews Baptist Church Cemetery. Cardno is happy to provide additional information, examples, or best practices related to these recommendations. 6.2 Recommendations •Conduct No Ground Disturbing Activities Whether on public or private lands, human remains and human burials are protected by law in the State of Florida. Florida Statute Ch.872, entitled Offenses Concerning Dead Bodies and Graves, is Florida’s Human Burial law. Ch.872.02 provides explanations of the prohibited practices, penalties, Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Conclusions and Recommendations-71 and applications of the law related to burials. With this in mind, the property owner should conduct no ground disturbing activities in the area defined as a cemetery. Based on the results of the ground truthing work described above, burials in Area 1 were encountered at a relatively shallow depth (less than 3 feet below the surface). In order to ensure that no human burials are disturbed, no ground disturbing activities should be conducted within the suspected cemetery boundaries. This includes regular maintenance activities like laying irrigation lines, placing footers for signage, or installing large plantings (trees, bushes, etc.). If ground disturbing activities are necessary for utilities repair or maintenance, an archaeologist who meets the Secretary of Interior standards should be contracted to monitor the work and ensure that no historic burials are impacted. Until further GPR survey has been conducted and the boundaries of the burial area have been further delineated, the area defined in the November 15, 1954, City of Clearwater Commission meeting minutes, recorded as R. H. Padgett’s Subdivision Lot 1 as shown in the 1905 Padgett Plat, should be considered as the location the St Matthews Baptist Church Cemetery (marked in red in Figure 45). Should ground disturbing activities in areas outside of the potential cemetery result in the unexpected discovery of human remains, all activities should cease immediately and the local sheriff’s office and county/district medical examiner should be notified of the discovery. •Determine Cemetery Land-Use Boundaries Previous GPR survey conducted within the subject property was designed to determine the general presence or absence of historic burials, but was limited to a few areas. Additional GPR survey is needed on the FrankCrum property, the adjacent right of way, and possibly Missouri Ave. to determine the actual land use boundaries of the St Matthews Baptist Church cemetery. In the 1950s, the eastern 30 ft of the cemetery was conveyed to the City of Clearwater for the expansion and paving of Missouri Ave., meaning that there is a possibility that historic burials could exist within the current right of way or road footprint. Figure 45 shows the areas that were surveyed previously, along with the areas that should be included in any future GPR survey. The results of this future GPR survey will help to confirm the actual land-use boundaries of the cemetery and inform any future plans for the property. Once additional GPR is completed, a professional surveyor should be contracted to complete a metes and bounds survey to not only identify the legal boundaries of the cemetery, but also record the extent of burials in a professional survey document. •Consultation and Long-Term Planning Cardno recommends that representatives from FrankCrum, the City of Clearwater, descendants of those buried at the St Matthews Baptist Church Cemetery (see Ch. 497.005 Definitions for a prioritized list of “Legally Authorized Person[s]” as defined under the statute), the Clearwater/Upper Pinellas Chapter of the NAACP, the Clearwater African American Memorial Committee, all four churches that once owned the cemetery (St Matthews Baptist Church, Mt Olive AME Church, Bethany AME Church, and Mt. Zion Methodist Church of Clearwater), and any parties related to the cemetery or local Clearwater Heights community continue consultation on priorities and next steps for this site. Once an expanded GPR survey is completed, Cardno recommends the development of an archaeological work plan based on the goals and priorities of the parties listed above so that any future work can proceed in a way that has been agreed upon through a consultation process. Cardno staff can provide examples and information on other cemetery projects that would facilitate this consultation process, but the goals and concerns of the direct descendants of those buried at the cemetery should be addressed and prioritized in any work plan. Due to the sensitive and sacred nature of cemetery sites their management and investigation can be complicated, but with an open and continued dialogue that brings all parties to the table it is possible to reach a long-term solution. Once all parties agree on next steps, the archaeological work plan can be formalized to include a memoranda of agreement (MOA) that can be signed by all stakeholders. This MOA can then be referred back to during all future project phases, and all stakeholders can ensure that work is done in a way that has been previously agreed to amongst all parties. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Conclusions and Recommendations-72 Figure 45 Proposed expanded GPR survey area to determine land-use boundaries of cemetery Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno Conclusions and Recommendations-73 6.3 Procedure for Discovery of Unmarked Human Burials The following section outlines the procedures for managing the inadvertent discovery of an unmarked human burial. As discussed above, no ground disturbing activities should be undertaken within the suspected boundaries of the St Matthews Baptist Church Cemetery. This procedure is designed to comply with Chapter 872 Florida Statutes. If human remains are uncovered outside the suspected cemetery boundaries, and a professional archaeological monitor is not present, the following steps should be taken: 1.If a FrankCrum employee or contractor uncovers human remains or funerary objects, all ground disturbing, construction, or other activity around the immediate area of the discovery shall cease in compliance with applicable laws and regulations including Chapter 872 of Florida Statutes (Offenses Concerning Dead Bodies and Graves). 2.Immediately notify local law enforcement or the local medical examiner. 3.A 25-ft. radius will be implemented around the point of discovery. Steps will be taken to mark the area of the discovery and stabilize and protect the discovered human remains until they can be evaluated and impacts assessed. Efforts shall be made to protect the discovery from looting and vandalism. No skeletal remains or materials associated with the remains will be collected or removed until appropriate consultation has taken place and a plan of action has been developed. 4.The local law enforcement and/or Medical Examiner will determine jurisdiction. If the remains have been buried less than 75 years, or are possibly involved in a criminal investigation, the Medical Examiner has jurisdiction. If the remains have been buried more than 75 years and are not involved in a criminal investigation, the State Archaeologist has jurisdiction. a.The coroner, with assistance of law enforcement personnel, will determine if the discovery is forensic (i.e., it constitutes a crime scene). If the coroner determines the remains are non‐forensic, they will report that finding to Florida State Archaeologist. b.If the matter is referred to the Florida SHPO, the State Archaeologist will determine the treatment, including mitigation and disposition of the unmarked human burial or unregistered grave. The State Archaeologist will conduct all consultation with affected parties as to the future preservation, excavation, and disposition of the remains. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno References Cited-74 7 References Cited Ahler, Stanley A. 1989 Mass Analysis of Flaking Debris: Studying the Forest Rather Than the Tree. Archeological Papers of the American Anthropological Association 1:85:118. Ammerman, Albert J., and William Andrefsky, Jr. 1982 Reduction Sequences and the Exchange of Obsidian in Neolithic Calabria. In Contexts for Prehistoric Exchange, edited by J. Ericson and T. Earle, pp. 149-172. Academic Press, New York. Andrefsky, William, Jr. 1998 Lithics: Macroscopic Approaches to Analysis. Cambridge Manuals in Archaeology. Cambridge University Press, Cambridge. Anthropological Studies Center 2008 SHARD, Sonoma Historic Artifact Research Database, the How To Manual. Sonoma State University,Rohnert Park, CA. Electronic document: http://web.sonoma.edu/asc/shard/download.html Bucuvalus, Tina and Robert O. Jones 2016 National Register of Historic Places Registration form for Rose Hill Cemetery. Document on file: https://www.nps.gov/nr/feature/places/SG100000711.htm. Clearwater Sun 1980 A Tradition of Faith and Love. 2 August. Combes, John D. 1972 Ethnography, Archaeology and Burial Practices Among Coastal South Carolina Blacks. The Conference on Historic Site Archaeology Papers 1972, Volume 7. The Institute of Archaeology and Anthropology, University of South Carolina, Columbia. Crabtree, Don E. 1972 An Introduction to Flintworking. Occasional Papers of the Idaho State Museum 28, Pocatello. Creel, Margaret Washington 1988 “A Peculiar People" Slave Religion and Community-Culture Among the Gullahs. New York University Press, New York. Davidson, James M. 2004 Mediating Race and Class through the Death Experience: Power Relations and Resistance Strategies of an African-American Community, Dallas, Texas (1869-1907). Dissertation submitted to University of Texas at Austin. 2012 “They Laid Planks ‘Crost the Coffins”: The African Origin of Grave Vaulting in the United States. International Journal of Historical Archaeology, 16(1):86-134. Early American Pattern Glass Society 2018 A Brief History of Antique Pressed Glass. Early American Pattern Glass Society. Electronic document, https://www.eapgs.org/shared-glass-knowledge/28-shared-glass-knowledge/73-a-brief-history-of-antique-pressed-glass, Accessed October 2020. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno References Cited-75 Ensor, H. Blaine 1981 Gainesville Lake Area Lithics: Chronology, Technology, and Use. Archaeological Investigations in the Gainesville Lake Area of the Tennessee-Tombigbee Waterway, Volume 3. Report of Investigations 13. Prepared for the U.S. Army Corps of Engineers, Mobile. Office of Archaeological Research, The University of Alabama, University. Florida Memory, State Library and Archives of Florida 1941 Works Progress Administration Church Records Collection Frison, George C. 1968 A Functional Analysis of Certain Chipped Stone Tools. American Antiquity 33:149-155. Giarde, Jeffery L. 1989 Glass Milk Bottles: Their Makers and Marks. L.G. Enterprises, Redlands, California. Guzzo, Paul 2020 Records Confirm Memories about Bodies Left at Old Clearwater Heights Cemetery. Tampa Bay Times (St Petersburg, Florida), 12 February. Hacker-Norton, Debi and Michael Trinkley 1984 Remember Man Thou Art Dust: Coffin Hardware of the Early Twentieth Century. Chicora Foundation, Inc., Columbia, South Carolina Hall, Mary Cassandra and Jeremy W. Pye 2012 New Home Cemetery (41FB334): Archaeological Search Exhumation, and Reinterment of Multiple Historic Graves along FM 1464, Sugar Land, Fort Bend County, Texas. Index of Texas Archaeology: Open Access Gray Literature from the Lone Star State: Vol. 2012, Article 1. https://doi.org/10.21112/ita.2012.1.1 Horn, Jonathon C. 2005 Historic Artifact Handbook. Alpine Archaeological Consultants, Inc. Montrose, Colorado. Huxford, Sharon and Bob Huxford 1991 The Collector’s Encyclopedia of Mc Coy Pottery. Collectors Books, Paducah, Kentucky. Jamieson, Ross W. 1995 Material Culture and Social Death: African-American Burial Practices. Historical Archaeology 29(4):39-58. Jones, Olive and Catherine Sullivan 1989 The Parks Canada Glass Glossary for the Description of Containers, Tableware, Flat Glass, and Closures. Studies in Archaeology, Architecture, and History. National Historic Parks and Sites Branch, Parks Canada, Ottawa, Ontario. Jordan, Terry G. 1982 Texas Graveyards: A Cultural Legacy. University of Texas Press, Austin. Keister, Douglas 2004 Stories in Stone: A Field Guide to Cemetery Symbolism and Iconography. Gibbs Smith, Salt Lake City. Lindsey, Bill 2020 Historic Glass Bottle Identification & Information Website. Bureau of Land Management, Klamath Falls, Oregon. Electronic document, http://www.sha.org/bottle/, accessed April 2017. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno References Cited-76 Lockhart, Bill 2006 The Color Purple: Dating Solarized Amethyst Container Glass. Historical Archaeology 40(2):45-56. McKendry, Erin M., Kimberly Hinder, Lucy D. Jones, Rebecca O’Sullivan, Kelsey Kreiser, and Kerri Klein 2021 Archaeological Ground-truth Excavation of North Greenwood Cemetery: North Greenwood Cemetery Project. Prepared for City of Clearwater, Florida. Prepared by Cardno, Inc., Riverview, Florida. McManus, Tracey 2020 Clearwater Civil Rights Icon Tal Rutledge: ‘He Wasn’t Afraid to Speak Out’. Tampa Bay Times, online: https://www.tampabay.com/news/clearwater/2020/04/29/clearwater-civil-rights-icon-tal-rutledge-he-wasnt-afraid-to-speak-out/ Moates, Jeffrey T. and Rebecca C. O’Sullivan 2020 Final Report for Ground Penetrating Radar (GPR) Survey of the St Matthews Baptist Church Cemetery in Clearwater, FL. Report on file, Florida Division of Historical Research, Tallahassee. Moran, Mark F. 2004 Warman’s McCoy Pottery: Identification and Price Guide. Krause Publications, Iola, Wisconsin. National Park Service 2005 Low Country Gullah Culture Special Resource Study and Final Environmental Impact Statement. Atlanta, Georgia; NPS Southeast Regional Office. 2009 The New York African Burial Ground: Unearthing the African Presence in Colonial New York. Howard University Press, Washington D.C. Patterson, Leland W. 1982 The Importance of Flake Size Distributions. Cultural Resource Management Archaeology 3(1):70- Perry, Warren R. and Janet L. Woodruff 2006 Chapter 14. Coins, Shells, Pipes, and Other Items. In New York African Burial Ground Archaeology Final Report, Volume 1. Pp. 419-443. Howard University, Washington D.C. Pinellas Genealogy Society, Inc. 2005 Alexander Funeral Home Records 1917-1947. Prendergast, Eric, Kelsey Kreiser, Lucy D. Jones, Rebecca O’Sullivan, Erin McKendry, and Jeffrey Moates 2020 Archaeological Investigation of Zion Cemetery: Robles Park Village, Tampa, Hillsborough County, Florida. Prepared for Tampa Housing Authority. Prepared by Cardno, Inc., Riverview, Florida. Prentice Thomas and Associates 2016 Archaeological Investigations of 8VO9454 (Burial Ground at Florida Hospital DeLand), An Indigent Cemetery Associated with the Late 19th to 20th Century Volusia County Poor House, DeLand, Florida. Report submitted to the Florida Division of Historical Resources, Tallahassee. Rhodes, Leroy Edward 2018 Oral History Interview with Leroy Edward Rhodes conducted July 20, 2018. Clearwater Heights Reunion Committee. Accessed at: https://www.youtube.com/watch?v=mu-qfleMk3k Rooks, Sandra W. and Randolph Lightfoot 2002 Black America Series: Clearwater Florida. Arcadia Publishing, Charleston, South Carolina. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno References Cited-77 South, Stanley 1977 Method and Theory in Historic Archaeology. Academic Press, New York. Springate, Megan E. 2016 Coffin Hardware in Nineteenth-Century America. Left Coast Press, Walnut Creek, California Smith, Suzanne E. 2010 To Serve the Living: Funeral Directors and the African American Way of Death. The Belknap Press of Harvard University Press, Cambridge, Massachusetts. Sorey, Barbara J. 2007 Florida Girl, Short Stories of Family, Community and History: 1804-1969. iUniverse Inc, New York. Stahle, David W., and James E. Dunn 1982 An Analysis and Application of the Size Distribution of Waste Flakes from the Manufacture of Bifacial Stone Tools. World Archaeology 14:84-94. 1984 An Experimental Analysis of the Size Distribution of Waste Flakes from Biface Reduction. Arkansas Archaeological Survey Technical Paper Number 2. St Petersburg Times (St. Petersburg, Florida) 1901 Ad for R. H. Padgett. 13 July. 1954 Plaza Group Expands to Clearwater. 9 May. 1954 Cleveland Plaza Now Open at Clearwater. 17 November. 1962 Slowpace Missouri Ave. Could Be Showplace. 28 December. 1956 New Clearwater YMCA Site. 21 September. 1961 Clearwater Store Gets Montgomery Ward Nod. 30 May. 1973 Ward’s Officials Open ‘New Look’ Mall Store. 23 August. 1974 3 City Offices to Move to Ward’s. June. Sullivan, Alan P., III, and Kenneth C. Rozen 1985 Debitage Analysis and Archaeological Interpretation. American Antiquity 50:755-779. Tampa Bay Times (St Petersburg, Florida) 1930 Negro Woman Slain at Home. 6 February. 1930 Negro’s Slayer Eludes Police at Clearwater. 7 February. 1930 Negro Killing Still Mystery as Jury Meets. 8 February. 1934 Aged Negro Woman Dies in Clearwater. 8 December. 1954 Council Votes to Pave Streets in Negro Area. 20 October. 1991 Cause for Celebration: Woman Turns 105, Man 100. 31 August. 2000 Woman Called to Door and Shot Dead. 7 February. 2005 Woman Celebrates 106th Birthday. 11 October. Tampa Tribune (Tampa, Florida) 1915 Clearwater Pioneer Goes to His Reward. 11 January. 1923 South Florida Social Notes. 12 August. 1928 Former Slave Near Death. 27 July. 1954a Negro, Clearwater’s Oldest Resident, Dies at Age 102. 25 May 1954b Clearwater to Pave 60 Streets. 25 October. 1961 New Store Contract May Be Signed in Pinellas Monday. 16 May. 1961 Clearwater Clears Way for New $800,000 Store. 23 May. Thompson, Robert Farris 1983 Flash of the Spirit: African and Afro-American Art and Philosophy. Random House, New York. Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida October 2021, Final Report Cardno References Cited-78 Trinkley, Michael 1999 National Register Nomination for King Cemetery, Charleston, South Carolina. Turner, Grace 2017 Honoring Ancestors in Sacred Space: The Archaeology of an Eighteenth-Century African- Bahamian Cemetery. University Press of Florida, Gainesville. Vlach, John Michael 1990 The Afro-American Tradition in Decorative Arts. The University of Georgia Press, Athens. Weiland, Jon A. 2009 A Comparison and Review of Window Glass Analysis Approaches in Historical Archaeology. Technical Briefs in Historical Archaeology, 4: 29-40. Young, Robert 2021 Oral History Interview with Robert Young. Video archived with the Tampa Bay Times, Tampa, FL. APPENDIX A POSSIBLE NAMES Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida Cardno B-1October 2021, Final Report Appendix A Names of those Possibly Buried at the St Matthews Baptist Church Cemetery A.1 A Note on How this List was Compiled This list is comprised of names gleaned from a search of death certificates, obituaries, military headstone records, and the Alexander Funeral Home Records 1917-1947 compiled by the Pinellas Genealogy Society and published in 2005. Due to the realities of record keeping in the early 1900s, it is likely that additional people could have been buried at this cemetery. A few community members and descendants have also been consulted, and their knowledge and memories have been invaluable to this process, but more work is needed to identify additional descendants and add their loved ones. Community knowledge and family stories and documents are the most important resource in researching any cemetery population. 12345678910111213141516171819202122232425262728293031ABCDEFGHI JLast NameFirst Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of DeathAdamsMaggieB F1878 1931 53 Largo, FL (County Home)AikinsEarnestineB F Clearwater1927 19281 ClearwaterAlexanderAnnieB F Bushnell, FL1888 1925 37 Colored Hospital, TampaAlexanderErvinB M Florida1904 1935 31 ClearwaterAllenGeorgiaB F Borenton, GA1898 1937 39 Morton Plant Hospital, ClearwaterAltmoreRebecaB F SC1886 1922 36 Clearwater, FLAndersonGeorgeB M Miss.1849 1924 75 LargoAndersonGeorgiaB F Ocala, FL1892 1922 30 S. ClearwaterAndersonInfantB M Alachua, FL1927 1927 13 days ClearwaterArmstrongWillowB F Micanopy, FL1880 1936 56 ClearwaterAustellAbram B. B M SC1925Clearwater, FLAytchJamesB M Jefferson Co, FL1870 1920 61 Clearwater, FLAytchSolomonB M Ocala, FL1886 1922 36 Clearwater, FLBaileyJennettB F Anderson, SC1896 1938 42 Clearwater, FLBakerArthurB M GA1877 1918 40y 9m 15d Clearwater, FLBarnettOllieB F Dothan, AL1908 1936LargoBaskinEdman G B M FL1875 1926 51 Dunedin, FLBassingerMaryB F LA1851 1926 74y 11m 4dClearwater, FLBell Lonnie Jr. B M Largo, FL1930 1930 0y 15d Largo, FLBellConstance Turner B F Clearwater, FL1915 1934 19 Morton Plant Hospital, ClearwaterBellHandyB M NJ1889 1931 42y 2m 15d County HomeBellAndersonB M GA1905 1935 30 Largo, FLBellDonaldB M FL1925 1925 12 days ClearwaterBellInfantB F Clearwater1928 19280 ClearwaterBellamyOrrenaB F Odessa, FL1874 1920 46 Oldsmar, FLBellamyInfantB F FL1925 1925 0y 10d Clearwater, FLBennettErnestB M Syl__nia, GA1885 1931 46 ClearwaterBennettInfantB F Largo, FL1934 19340 LargoBillieViolaB F Mobile, AL1906 1933 26 TampaBoatrightSamuelB M SC1853 1927 74 Clearwater, FL 12345678910111213141516171819202122232425262728293031KL MNOFuneral Location Where Interred Occupation Marital Status SpouseClearwater Colored Cemetery Clearwater Colored Cemetery housewife Widow Joel AdamsClearwater Colored Cemetery None SingleClearwater Hand Married Henon AlexanderClearwater Colored Cemetery Laborer Married Morganna AlexanderClearwater Cook Widow unknownCemetery Clearwater Colored Cemetery House Married Alonzo AtmoreClearwater Colored Cemetery Laborer on Farm SingleRev Black Colored Cemetery House Married Charley AndersonColored Cemetery None SingleClearwater Domestic Married William ArmstrongClearwater Colored Cemetery Labor Married Willie AustellNE Church Clearwater Colored Cemetery Drayman Married Mary AytchNE Church Clearwater Colored Cemetery Plumber DivClearwater Colored Cemetery none WidowBaptist Church (col) Colored Cemetery Laborer MarriedClearwater Housekeeper Married Ralph BarnettClearwater Cemetery Laborer Married Mary BaskinClearwater Colored Cemetery housewife WidowClearwater Colored Cemetery SingleClearwater Housekeeper Married Raliegh BellClearwater Colored Cemetery LaborerClearwater Cemetery Railroad LaborerClearwater None SingleInfant SingleColored Cemetery (Pottersfield) House WidowClearwater, FL Clearwater Colored CemeteryClearwater Labor Married Josephine BennettClearwater Infant SingleClearwater Housework at own home Married Ernest BillieClearwater Colored Cemetery Laborer Married Louvenia Boatright 12345678910111213141516171819202122232425262728293031PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertakercronic myodarditis Jim McCins ____ Roundtree GA Alexanderbroncho pneumonia King Aikins FL Elizabeth McGel GA 901 RR Ave, Clearwater None____ of Cyst of Ovary Ed McMullen FL Dina FL Dunedin, FL AlexanderCerebral Apoplexy Clem Alexander FLA Lougenia Watts FLA AlexanderHysterectomyMadison St, Clearwater Clearwater Funeral HomeNephritis Wade Jones SC Maggie King SC AlexanderChronic Nephritis unknown unknown unknown unknown ACL R.R. AlexanderHaemorhage after forcep delivery Charles Scriven SC Idella Crowell FL South Clearwater AlexanderUnknown Oliver Anderson Caroline Baghen (?)FL NoneCerebral Hemorrhage Dave Reese SC SC 1005 Engman Ave, ClearwaMc Rae Ciracea of Liver Abram B Austell SC Don't Know Don't Know Clearwater, FL AlexanderHeart Failure John Aytch VA J__da Aytch SC Clearwater, FL AlexanderChronic & renal dropsy John Aytech GA______ Genial SC Ocala, FL AlexanderChronic Nephritis Ennick Boat Adnerson, SC 1010 Grant St Clearwater Funeral HomeAbcess of Brain Baker, William Lawson, Mary Jacksonville Heights, ClearwaterPulmonary TuberculosisLargo N J WilliamsMyocarditis Allen Baskin SC Lisina (Tinna) SC N.C. (North Clearwater?) AlexanderJames Carr Frances LA Clearwater, FL Alexanderpneumonia Lonnie Bell Wilmington, SC Annie May FL Largo AlexanderAcute Intestinal Obstruction Willie Turner Dothan, AL Annie Curry Orange Lake, FL 1217 E Cleveland St, ClearwN J WilliamsChronic Myocarditis John Bell Newark, NJ Missouri NJ County Home Alexanderhemorrhage/pneumonia pulmonaryLargo, Fl Alexanderbroncho pneumonia Clarence Bell FL Cottie FL Clearwater None‐ FriendsNot Known Clarence Bell Leesburg, FL Lottie Harris Leesburg, FL Clearwater NoneTyphid Fever Steve Henry FLA Peggie Matheson FL Oldsmar, FL AlexanderEugene Bellamy Laura _____ FL Clearwater, FL AlexanderChronic NephritisClearwater N J WilliamsStillbornLouise Bennett Laurens Co, SC Largo None ‐ FriendsDied suddenly while waiting to be taken to D V WinstEd Marmie GA Mollie Thompson Mobile, AL 1194 Chestnut, ClearwaterStones Funeral HomeChronic Nephritis_____ Boatright SC Crissey Boatright SC Belmont, Clearwater Alexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death323334353637383940414243444546474849505152535455565758596061Bogem Infant B Clearwater 1930 1930 0 ClearwaterBolder Mat B M SC 1842 1917 75 Clearwater, FLBooze Percilee Lee B M FL 1920 1921 0y 10m 29d Clearwater, FLBooze Julia B F Clearwater, FL 1921 1922 0y 6m Clearwater, FLBostwick Herbert B M Greensboro, NC 1867 1925 58 ClearwaterBowen Lennie B GA 1901 1925 24 Largo, FLBoyd John B M GA 1877 1917 40 Clearwater, FLBridges Polly B F GA 1899 1939 40 1303 Greenwood Ave, ClearwaterBridges Willie B M Fitzgerald, GA 1914 1938 24 Pennsylvania Ave, ClearwaterBrinson Gertrude B F Wildwood, FL 1891 1932 41 ClearwaterBrockington Rebecca B F Alachua, FL 1912 1937 25 405 Garden Ave, ClearwaterBrooks Infant B F Clearwater 1933 1933 0 Morton Plant Hospital, ClearwaterBrown Archie B M GA 1875 1935 60 County HomeBrown Lonnie B M GA 1880 1925 45 LargoBrown Mamie B F FL 1882 1922 40 Clearwater, FLBrown Wesley B M Kingstree, SC 1891 1936 45 ClearwaterBrown Arthur B M FL 1897 1928 31 Clearwater, FLBrown Joe B M Selma, AL 1897 1936 39 ClearwaterBrown Gertrude B F Clearwater, FL 1907 1937 30 Dunedin QuartersBrown Samuel B M Clearwater 1920 1929 9 Mercy Hospital, St PetersburgBryant H. R., Rev. B M Georgia 1847 1921 74 Leesburg, FLBryant Eliza B F Marianna, FL 1875 1929 54 Clearwater, FLBryant Joe B M Wilmington, NC 1884 1936 52 Morton Plant Hospital, ClearwaterBuckson James B M SC 1901 1931 30 Clearwater, FLBullard Murry B M Gainesville, FL 1882 1922 40 N. ClearwaterBunton Lona B F Aberdeen, NC 1893 1938 45 1121 Washington St, ClearwaterBurgess Caroline B F SC 1838 1918 79 Clearwater, FLCambell James Jr B M Safety Harbor, FL 1925 1937 12 Morton Plant Hospital, ClearwaterCampbell Bessie May B F Clearwater, FL 1926 1927 0y 6m 29d Clearwater, FLCampbell Mattie B F Live Oak, FL 1897 1922 25y 5m Clearwater, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse323334353637383940414243444546474849505152535455565758596061Clearwater Cemetery None SingleBaptist Church Colored Cemetery Farmer WidowCemetery Colored CemeteryCemetery Colored CemeteryClearwater Business ‐ Café Married Hester BostickClearwater Colored Cemetery Laborer SingleBaptist Church Colored Cemetery Laborer SingleClearwater Housewife, own home Married Simon BridgesClearwater Bell Boy, Hotel SingleClearwater Housekeeper Married Charley BrinsonClearwater Cemetery Cook SingleClearwater None SingleClearwater Colored Cemetery DivorcedClearwater Colored Cemetery Laborer SingleCemetery Clearwater Colored Cemetery Home Work Married William G. BrownClearwater WPA Married Ollie BrownClearwater Colored Cemetery Janitor‐Porter SingleClearwater Labor Married Pearl BrownClearwater Teacher, Public School Married Julius BrownClearwater Child SingleClearwater, FL Colored Cemetery Preacher MarriedNew Zion Baptist Church Clearwater Colored Cemetery at home Widow Matthew BryantClearwater Labor Married Jamie BryantClearwater Colored Cemetery Laborer Citrus Grove Married Cora Lee BucksonClearwater Colored Cemetery Laborer WidowClearwater Housewife, own home WidowColored Baptist Church Colored Cemetery Home Work Widow Scott, TomClearwater SingleClearwater Colored Cemetery SingleNE Church Clearwater Colored Cemetery House Married Major Campbell 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker323334353637383940414243444546474849505152535455565758596061Stillborn Frank Bogem_____ Williams Clearwater None‐ FriendsTyphoid FeverR.R. Ave, Clearwater Alexanderpneumonia Charles Booze GA Minnie Jackson FL Garden Ave, Jacksonville HAlexanderCharley Booze GA Minnie Jackson FL AlexanderAcute Nephritis Simon Bostick Greensboro, NC Maple St, Clearwater N J Williamspneumonia ‐ feverAlexanderTuberculosis Boyd, Allen GA Williams, Vina GA Garden Ave, North ClearwaAlexanderHeart Disease and Hypertension Jack Bryant1010 Grant St, Clearwater Clearwater Funeral HomeStab wound in neck, cutting left cartoid artery B. Bridges Lucy Gritan GA Cedar St, Clearwater Clearwater Funeral HomeMitral Insufficiency Sam Rawls Gainesville, FL Charity Luttey Clearwater N J WilliamsRheumatic Heart Disease Samuel Peterson Alachua, FL Mary Brown Alachua, FL 405 Garden Ave, ClearwateClearwater Funeral HomeStillborn Robert Brooks SC Fannie Bell Bowen GA Clearwater AlexanderChronic MyocarditisPinellas County Home AlexanderPneumoniaLargo AlexanderPellegra with dengue fever Oscar Wallace FL Nancy McCrary FL Jacksonville Heights, ClearwAlexanderProbably Apoplexy, no evidence of violence702 Nickelson St, ClearwatMc Rae apparent heart failure Arthur Brown FL Emma Richardson FL Heights, Clearwater AlexanderAcute Heart Failure804 Cedar, Clearwater N J WilliamsHeart Disease Ed Basket Alachua Co, FL Mamie Watkins Orange Lake, FL Dunedin Quarters Clearwater Funeral HomeAcute Nephritis William G Brown SC Maimie Wallace Lamont, GA Clearwater N J WilliamsApoplexy Abram Bryant GA GA AlexanderInfluenza Foster Lewis SC Julia Lewis SC Chestnut St, Clearwater AlexanderComp. Fracture Leg, Internal Injuries John Bryant NC 503 Garden, Clearwater N J Williamsmurdered/gun shot inflicted by Buster RainesAlexanderprobable heart failure Murray Bullard Sr SC Peggie Colsome FL Clearwater, FL AlexanderCerebral Apoplexy Iasac McArthur NC Carolina Jones NC 1121 Washington St, Clear Clearwater Funeral HomeStroke Brochenton, AnthamWest Ind. (SC) Effen, Stira SC Clearwater, FL AlexanderBurns over entire body and limbs James Cambell Lake City, FL Bertha Brooks Lake City, FL on R#1 Box 32‐6, Safety HaClearwater Funeral HomeTuberculosis Elijah Campbell GA Martha Gerald FL Penn. Ave, Clearwater AlexanderSepticemia and Pneumonia Stephen Ellis Jacksonville, FL Jamie Lambert Live Oak, FL Clearwater, FL Alexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death62636465666768697071727374757677787980818283848586878889909192Carlton (Infant) B F Webster, FL 1914 1915 0y 11m Dunedin, FLCarr Percy Jr. B M Clearwater, FL 1924 1925 0y 6m 28d Clearwater, FLCater Joseph B M Largo, FL 1930 1930 15 days Clearwater, At HomeChandler Martha B F Shady Grove, FL 1864 1937 72 Ft LauderdaleClark Jake B M 1827 1917 90 County JailClark Damon B M Augusta, GA 1865 1925 60 ClearwaterClyborne William B M Darlington, SC 1868 1938 71 ClearwaterCoffee Willie Lee B F Ocala, FL 1901 1925 24 St PetersburgCohen Hezeki B M Clearwater 1894 1930 36 West Palm Beach, Pine Ridge HospitalColding Hattie B F GA 1906 1934 28 ClearwaterCole Alfonzo B M Richmond, VA 1891 1938 47 1015 RR Ave, ClearwaterColemanJohn B M SC 1871 1928 57 Tampa Shores, FLColeman Mary B F Newberry, FL 1873 1932 58y 4d Clearwater, FLColeman Dan B M Gainesville, FL 1873 1939 65 ClearwaterCollier Charlie Daniel B M SC 1883 1938 55 ClearwaterCollier Willie M B F 1953 DunedinColson Infant B F Clearwater 1926 1926 0 ClearwaterCooper Odessa B F Twin Lake, FL 1902 1930 28 ClearwaterCourtney Melvin Clenton B M Clearwater 1926 1926 21 days ClearwaterCourtney Infant B M Clearwater 1926 1926 0 ClearwaterCowans R. C. B M SC 1878 1924 46 Largo, FLCox Jack B M Unk 1878 1918 40 Clearwater, FLCrooms Richard C. B M FL 1870 1920 50 Clearwater, FLCroskey Beatrice B F 1952 ClearwaterCrowder James A B M Saundersville, GA 1916 1934 17 ClearwaterCrowder Theodis B M Saundersville, GA 1918 1934 16 ClearwaterCrowley Gladis B F Clearwater, FL 1923 1923 0y 3m Clearwater, FLCrumbly Lizzie Annie B F Twin Lake, FL 1904 1933 29 ClearwaterCurrie William John B M Rocklawn, NC 1874 1937 63 ClearwaterCurry George B M Valdosta, GA 1897 1935 38 ClearwaterCurtis (Custer?) William Lowell B M Archer, FL 1896 1918 22 France 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse62636465666768697071727374757677787980818283848586878889909192ClearwaterClearwater Colored CemeteryClearwater Infant SingleClearwater Domestic at Home Widow George ChandlerCemetery Colored Cemetery (Death cert says CitCookClearwater Labor Married Florence M ClarkClearwater Labor MarriedClearwater Cook SingleClearwater Laborer in Nursery Married Ollie Mae CohenClearwater House Wife, Home Married Rev. M. C. ColdingClearwater Cook, Hotel Married Louise ColeClearwater Colored CemeteryLaborer Married MaryMt Zion NE Church Clearwater Colored Cemetery housewife Married Daniel ColemanClearwater Labor WidowClearwater Minister or Preacher Married Willie Mae CollierSt Matthews Baptist Church St Matthews Cemetery Married Charlie CollierClearwater Colored Cemetery None SingleClearwater housekeeper WidowClearwater Colored Cemetery None SingleClearwater Colored Cemetery None SingleClearwater Colored Cemetery Clearwater Colored Cemetery Laborer on Farm Married DoraNone Colored Cemetery Pottersfield Farmer SingleN.E. Church Colored Cemetery Painter Married LottieNew Zion Baptist Church St Matthews Cemetery Married Evans CroskeyClearwater Student SingleClearwater Student SingleCemetery Clearwater Colored Cemetery SingleClearwater Housekeeper MarriedClearwater Labor WidowClearwater Dry Cleaner Married Julia CurryColored Cemetery Colored Cemetery Soldier Single 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker62636465666768697071727374757677787980818283848586878889909192L____ Carlton NC Laura Melvin NC Webster, FLpneumonia Percy CarrAlexanderPremature Infant George Cater Americus, GA Daisy Smith Americus, GA Clearwater By FriendsChronic Intestinal Nephritis, High blood pressure Jessie Jacobs525 NW 12th Ave, Ft LaudeMcMillage and Peck Co, Ft heart troublesCounty Jail, Clearwater AlexanderChronic NephritisCorner Hart and East Ave, N J WilliamsCerebral Hemorrhage Ephraim Clyborne SC Bellair N J Williamspulmonary tuberculosis Lee Coffee Madison, FL Izabella Paul Madison, FL 926 4 ave s, St Petersburg G G RoyalKnife wound in body ‐ homicide John H Cohen Clearwater Rebecca Jones Clearwater 549 62st, West Palm BeachUndetermined Toxemia Judge ThomasMadison Ave, Clearwater AlexanderAcute Cystitis1015 RR Ave, Clearwater Clearwater Funeral HomeApoplexyAlexanderindegestion acute George Rochelle NC Cecilia Cameron NC Clearwater AlexanderCerebral Hemorrhage James Coleman Gainesville, FL Stella Coleman Gainesville, FL Central Ave, Clearwater N J WilliamsCarcinoma of duodenum Paul CollierSouth Clearwater Mc Rae 1017 N Douglas Ave, DuneLarkins and Gordon FuneraStillborn James Colson Madison Co Lucile Jabco Quincy, FL 34 Greenwood Ave, ClearwAlexanderChronic Pulmonary Tuberculosis Sam Scott Elizabeth Scott Twin Lake, FL Lincoln St N J WilliamsColitis William Courtney Ocala, FL M__la Lee Fairfield, FL Clearwater AlexanderMother fell and hurt herself, miscarriage Randolph Courtney Gainesville, FL Minie Green Quitman, GA Greenwood Park, ClearwatNonefacal T.B. and SyphilisLargo, Fl AlexanderTuberculosis"Alley" Clearwater AlexanderNephritis with mycardis Richard Crooms FL Isabel Early FL Clearwater AlexanderLarkins and GordonDrowned in Lake Pierce South Clearwater (accidental Herman Crowder Milledgeville, GA Lou Knight GA Missouri Ave, Clearwater AlexanderDrowned in Lake Pierce South Clearwater (accidental Herman Crowder Milledgeville, GA Lou Knight GA Missouri Ave, Clearwater AlexanderCholera Infantis Herman Crowley GA Louvenia Night GA Bellair Heights, ClearwaterAlexanderChronic Pulmonary Tuberculosis Sam Scott Brooksville, FL Elizabeth Duval Twin Lake, FL Clearwater N J WilliamsDiabetes melatus Archer Currie NC 1217 E Cleveland St, ClearwN J WilliamsMyocarditis Henry Curry Valdosta, GA Hester Holdman Perry, FL Engman St, Clearwater N J WilliamsPneumoniaAlexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death93949596979899100101102103104105106107108109110111112113114115116117118119120121122123Darling Emily B F Madison 1877 1931 54 DunedinDavidson Carrie Mai B F Clearwater, FL 1925 1926 0y 5m 14d Clearwater, FLDavis Mattie B. B F Clearwater, FL 1907 1923 16 Clearwater, FlDavis L D B M GA 1862 1922 60 Oldsmar, FLDavis John Jr B M Flemington (?), FL 1936 1938 2 706 Mango St, ClearwaterDavis Eddie Lee B F Clearwater, FL 1928 1935 6y 8m 27d Clearwater, FL (Plant Hospital)Davis Jennie Mc CrackB F Tyson, AL 1907 1939 37 1011 Douglas Ave, DunedinDavis Major B M 1864 1924 60 Oldsmar, FLDavis Racheal B F GA 1865 1930 65 ClearwaterDavis Charlie B M Thomasville, GA 1873 1937 54 ClearwaterDavis Edward B M Danville, VA 1885 1930 44y 9m 14d Clearwater, FlDavis Stella B F Bradford Co, FL 1886 1936 50 ClearwaterDavis Will B M Athens, GA 1887 1939 52 Morton Plant Hospital, ClearwaterDavis Infant B M Clearwater 1932 1932 0 ClearwaterDays Ramon B M Raliegh, FL 1907 1938 30 Jackson Memorial Hospital, Dade CityDevorn Eaghon B M Moultree, GA 1903 1934 31 Largo, FLDickerson Perl B F Reddick, Fl 1921 1923 2 Clearwater, FLDillard Gus B M GA 1880 1929 49 Largo, FL (County Home)Dixon Luther May B F Clearwater, FL 1928 1929 0y 7m 14d Clearwater, FlDixon Ulysus W B M Clearwater 1927 1927 0 ClearwaterDixon Florence B F SC 1867 1932 65 Clearwater, FLDixon Mack B M Martel, Marion Co, FL 1877 1939 61 Clearwater, FLDixon Arthur B M Tallahassee, FL 1894 1934 40 DunedinDixon Inez B F FL 1900 1918 18 Clearwater, FLDixon Coraline B F Clearwater 1930 1930 5 months ClearwaterDonoldson Mary B F St Augustine, FL1889 1935 46 St PetersburgDukes Nelson C B M SC 1881 1932 51 ClearwaterDunbar Richard B M 1856 1928 72 Largo (County Home)Durphey Thomas Scott B M 1878 1933 55 815 S. Greenwood Ave.Duval Beatrice B F Clearwater, FL 1908 1939 30 ClearwaterEdwards Raymond B M Morriston, FL 1891 1929 38 Tampa, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse93949596979899100101102103104105106107108109110111112113114115116117118119120121122123Clearwater Housewife Married Allen DarlingColored Cemetery Clearwater Colored Cemetery SingleNE Church Clearwater Colored Cemetery House SingleClearwater Colored Cemetery Laborer Clearing LandClearwater None SingleCemetery Clearwater Colored Cemetery none SingleClearwater Housewife, own home Widow Nat Mc CracklinClearwater Colored Cemetery Section Hand on R. R. SingleClearwater Colored Cemetery Retired Cook WidowClearwater Common Laborer Married Carrie DavisClearwater Colored Cemetery Photographer Married Annie DavisClearwater Housekeeper MarriedClearwater Laborer, Sewer Work DivorcedClearwater Cemetery None SingleClearwater Truck Driver, Dude Ranch Married Idelia DaysClearwater Common Laborer Married Maggie DevornClearwater Colored Cemetery Clearwater Colored Cemetery none SingleClearwater Colored Cemetery LaborerClearwater Colored Cemetery SingleClearwater Colored Cemetery None SingleClearwater Housekeeper Married Mack DixonClearwater, FL Labor WidowedClearwater Labor Married Mary DixonCemetery Colored Cemetery SingleClearwater Colored Cemetery none SingleClearwater Domestic Married Edward DonoldsonClearwater Barber Married Maggie DukesClearwater Colored CemeteryClearwater Colored Cemetery LaborerClearwater Housewife, own home Married Jessie DuvalClearwater Bell Hop at Florida Hotel Married Willie Lee Edwards 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker93949596979899100101102103104105106107108109110111112113114115116117118119120121122123Influenza Madison Emily Cherry Dunedin Mc Rae and Fulfordbroncho pneumonia Walter Davidson VA Beatrice GA Clearwater AlexanderEclampsia ‐ child birth Albert Davis GA Maggie Ruffin TN Jacksonville Heights, ClearwAlexanderprobably heart failureAlexanderSepticemia, cause unknown John Davis Florida Ethena Howard Alachua, FL 706 Mango St, Clearwater Clearwater Funeral Homesarcoma renal Eddie Davis GA Amanda Brezeal GA Clearwater, FL AlexanderLabor Pneumonia 5 months pregnancy Jim Davis Nellie Albert 1011 Douglas Ave, DunedinClearwater Funeral Homeprobably heart failureAlexanderChronic Nephritis Charley Williams VA Jane GA Heights, Clearwater Mc Rae and FulfordCerebral Hemorrhage, Chronic Nephritis, Hypertension705 RR Ave, Clearwater Mc Rae pulmonary tuberculosis Edward Davis VA Sarah VA 707 Maple, Clearwater AlexanderCarcinoma of Stomach Thomas Jonnas 1020 Pennsylvania, ClearwN J WilliamsDead on arrival, suspect acute dilation of heart Mose Davis Gainesville, FL Birdie Myers GA 1303 Eldridge St, ClearwateClearwater Funeral HomeStillborn, premature Jesse Davis Washington Co, FL Sallie Lue Davis Washington Co, FL Clearwater NoneBurned to death in auto Accident508 RR Ave, Clearwater Clearwater Funeral HomeCerebral Hemorrhage Steward Devorn NC Mary E St___ Albany, GA Largo, FL Mc Rae Typhoid Fever Ihis Dickerson FL Perl Hatchett SC Dunedin, FL Alexandercerebral hemorrhagePinellas County Home Alexanderacute tonsilitis James Hicks SC Florida Dixon Clearwater, FL S Greenwood Ave, ClearwaAlexanderStill born ‐ miscarriage James Dixon Deland, FL Julia M Allen Deland, FL None ‐ Friendsdiabetes mel. Patrick Adams SC Hester Sims SC Greenwood Ave, ClearwaterSevere burns both legs and feet. Burning building ‐ blWill Dixon Columbia, SC Chestnut St, ClearwaterAcute Intestinal ObstructionTampashores, FL N J WilliamsPneumonia Dixon, Mack FL Adams, Florence FL AlexanderPertussis Will Miller FL Florida Dixon FL Greenwood Ave, ClearwateNonePneumonia Williams Miller 327 10th Street N, St PeterMc Rae Acute Labor Pneumonia603 Hart St, Clearwater N J Williamscerebral hemorrhage with paralysisPinellas County Home Alexandercardiac asthma Thomas S. Durphey 815 S Greenwood, ClearwaAlexanderTuberculosis Charlie Johson Atlanta, GA Annie Thomas SC 801 Cedar St, Clearwater M A AndersonCardio Vascular Nephritis Newton Edwards Newbery, SC Jane Waters Newbery, SC 1208 1/2 India, Tampa Edward W Stone 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154Edwards Claudie B F Sanford, FL 1897 1929 32 Bellair, FLEdwards Infant B M Clearwater, FL 1934 1934 0 ClearwaterElliot Hattie B F Oreo County, SC 1896 1929 33 Mercy Hospital, St PetersburgEllis Amos ClarenceB M Pasco Co, FL 1903 1924 0y 21y 19m Safety Harbor, FLEllis Amos Jr B M FL 1924 1925 0y 9m 5d Safety Harbor, FLEllis Carrie B F Florence, SC 1874 1936 62 Safety HaborEnglish Mattie B F Henry Co, GA 1877 1937 50 ClearwaterEnzie Will B M Alachua, FL 1886 1939 53 ClearwaterEpps Silas Jr B M Clearwater, FL 1925 1925 0y 3m Clearwater, FLEpps Silas B M NC 1887 1926 39 Clearwater, FLErison Infant B M Clearwater 1927 1927 4 weeks ClearwaterEvans Rosa B F Marion Co, FL 1901 1937 36 DunedinEvans Vernell B F Ocala, FL 1911 1928 17 ClearwaterEwell Linnard B M Alachua Co 1922 1926 3y 10m 8d Clearwater, FLFain Marie B F Ocala, FL 1878 1931 53 ClearwaterFain Minnie B F San Antonio, FL 1899 1937 38 ClearwaterFain Infant B F Clearwater, FL 1932 1932 0y 4d Mango & Cedar St.Faison Rosa B F Monticello, FL 1876 1927 51y 7m 20d Clearwater, FLFerguson Bettie B F Gainesville, FL (?) 1890 1930 40 ClearwaterFerguson Idella B F Alachua Co, FL 1916 1930 14 Pine Hill Hos. CityFerrell (Infant) B M S. Largo, FL 1930 1930 0 S. Largo, FLFisk Lucie B F GA 1833 1918 85 North ClearwaterFloyd Alberta B F Madison Co, FL 1875 1919 44 St PetersburgFordham Mary (or Margy) B F Monticello, FL 1885 1930 45 Indian Rocks, FLFordham Richard B M SC 1887 1937 50 Co Highway east of Indian Rocks, ClearwaFowler Mable B F Alachua, FL 1910 1939 29 PalatkaFrazier Saul B M Jacksonville, FL 1881 1929 47 ClearwaterFurman James B M Aikin, SC 1887 1928 41 ClearwaterGaines Anne B F SC 1880 1936 56 ClearwaterGaines Richard B M Alachua Co, FL 1886 1921 35 West Palm BeachGamble Abraham B M 1873 1922 49 Belleair, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154Clearwater housekeeper WidowClearwater Colored Cemetery None SingleClearwater Housewife at Home Married Edward ElliotCol Baptist Clearwater Colored Cemetery Laborer Married BeatriceClearwater Colored Cemetery SingleClearwater Domestic Married Tom EllisClearwater Colored Cemetery Cook WidowClearwater Common Laborer MarriedClearwater childClearwater Colored Cemetery Laborer Married Elizabeth EffsColored Cemetery None SingleClearwater Domestic Married John EvansClearwater housekeeper Married Ernest EvansClearwater Colored Cemetery SingleClearwater Housewife MarriedClearwater House Keeper Married Booze FainClearwater Colored Cemetery none SingleSt Matthews Church Clearwater Colored Cemetery at home widow Charlie FaisonColored Cemetery Housewife Married H P FergusonClearwater Colored Cemetery Housework SingleClearwater Colored CemeteryCemetery Colored Cemetery House WidowClearwater Home Married Robert FloydClearwater Colored Cemetery House Married Richard Fordhamter Clearwater Citrus Grove Caretaker WidowClearwater Domestic SingleClearwater Contractor Married Minnie FrazierClearwater Colored Cemetery Common Labor Married Elminer FurmanClearwater Domestic Married R. L. GainesClearwater Butler married Alice GainesCemetery Clearwater Colored Cemetery Laborer and ____ Grower Divorced 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker124125126127128129130131132133134135136137138139140141142143144145146147148149150151152153154Tuberculosis of Lungs Levi Williams Quincy, GA Ida Stewart Columbus, GA Bellair, FL N J WilliamsStillbornLily May Edwards SC EigermannCarcinoma of Uterus Sam King Columbia, SC Mary Grisett Oreo County, SC 1013 RR Ave, Clearwater Mc Rae and FulfordNeck broken in the fall Thomas Ellis NC Carrie SC AlexanderPneumonia Amos Ellis FL Beatrice Ellis FL AlexanderMyocardial Insufficiency Calvin Hall NC Safety Habor Mc Rae Carcinoma StomachLola Ellias Henry Co, GA Court St, Clearwater Alexander Funeral HomeCerebral Hemorrhage Jemmie Thomas Alachua, FL Clearwater N J Williamscongenital syphilis Silas Epps Florence, SC Elizabeth Thomas Alachua, FL Heights, Clearwateraortic aneurysmN.C. AlexanderLawrence Erison GA Emma Henderson GA None ‐ FriendsMyocarditis Noble Mitchell Marion Co, FL Nancy Davis Marion Co, FL 432 Jackson St, Dunedin Mc Rae Tuberculosis of Lungs John Lee Anderson, SC Hannah Sams FL 1000 Madison, Clearwater N J Williamsacute appendicitis Henry Ewell FL Louise Ewell FL 1407 R.R. Ave, Clearwater,AlexanderApoplexy Hemmingway Ocala Mary Morris Ocala Clearwater N J WilliamsEndocarditis with Edema Sam King Columbia, SC Mary Grisett Colombia, SC 1023 RR Ave, Clearwater N J Williamstetanus, umbilical infection Silas Fain GA Minnie King FL Mango and Cedar St, ClearAlexanderangina pectoris Goff Brooks FL Rena Brooks FL 1027 Central Av., ClearwatAlexanderangina pectoris Smith Coleman SC Idella Robinson SC 1114 Palen (?) Bluff St, Cle Mc Rae and Fulfordbasal fracture from automobile wreck Harry Ferguson FL Bettie FL Clearwater, FL AlexanderStillborn infant Samuel Ferrell FL Adie Ferrell FL Largo, FL AlexanderInfluenza John Peoples GA Carter, _____ GA North Garden Ave, ClearwaAlexanderInfluenza Mack Dixon SC SC St Petersburg, FLMyocarditisSouth Largo, FL AlexanderBroken neck caused by automobile wreck (overturned)Indian Rocks Clearwater Funeral HomeAngina Pectoris John Fowler Lila McDade Alachua, FL corner of 8th and Main, PaD. A. B____Cerebral Hemorrhage Jake Frazier FL Lucy Jackson FL Madison Ave, Clearwater Edward W StoneBasillary Disentery Caesar Furman Aikin, SC Aikin, SC N J WilliamsChronia Malaria Infection Willison Williamson SC Lena Harris SC 1207 RR Ave, Clearwater Mc Rae Valvular Heart Disease Richard Gaines FL Irma Williams FL West Palm BeachMitral Disease with General anasacaAlexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185Gamble Vinie B F Hoyster Co, GA 1875 1935 60 ClearwaterGardner James L B M Monticello, FL 1849 1929 79y 4m 20d Largo, FL (County Home)Gardner Ludie B M Dawson, GA 1896 1923 27 S Largo, FLGarvin Emma B F FL 1852 1920 68 Clearwater, FLGates Rosa B F Chattanooga, TN 1880 1938 58 ClearwaterGermain Ed B M 1852 1954 102 ClearwaterGerman Henrietta B F SC 1853 1919 65y 9m Clearwater, FLGirado Charley B M Suwanee Co, FL 1876 1926 50 ClearwaterGlasper Silas B M Micanopy, FL 1872 1937 65 ClearwaterGlasper Lella (?) B F Micanopy, FL 1905 1933 28 ClearwaterGooden Oneil B F GA 1870 1931 61y 7m 5d Tampa Shores, FLGordon Elnora B Largo, FL 1924 Largo, FLGraham Ed. J. B M GA 1839 1919 80 Clearwater, FLGraham Carrie May B F FL 1905 1927 22 Clearwater, FLGraham Infant B Clearwater 1927 1927 0 ClearwaterGrass Josephine B F Waycross, GA 1897 1939 40 Morton Plant Hospital, ClearwaterGray William B M NC 1861 1926 65 Largo, FLGreen Fannie B F Clark Co, GA 1873 1923 50 Clearwater, FLGreen John B M NC 1880 1936 56 DunedinGregory Gilburt B M 1900 1925 25 ClearwaterGrier Lizzie B F SC 1865 1922 57 Clearwater, FLGriffin Roy B M MS 1908 1931 22y 6m 9d Clearwater, FLGrissett Lizzie B F NC 1875 1924 49 N Clearwater, FLGrissett William B M SC 1894 1935 41 ClearwaterHalburt Oliver A B M Clearwater, FL 1933 1934 1 ClearwaterHall Johnnie B M Seminole, FL 1930 1931 0y 11m 17d South Largo, FLHall Infant B F Clearwater 1932 1932 0 ClearwaterHammonds Alberta B F Clearwater, FL 1919 1920 0y 15m 15d Clearwater, FLHanor Gladys B F FL 1926 1926 0y 18d Largo, FLHarper Washington B M 1884 1934 50 Tampa ShoresHarris Jim B M 1872 1930 58 Daytona 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185Clearwater Housekeeper WidowClearwater Cemetery (Col) None Widow MamieCemetery Clearwater Colored Cemetery Farmer Married MinnieN.E. Church Colored Cemetery House Married William GarvinClearwater Don't Know Married Austin GatesSt Matthews Baptist Church St Matthews Cemetery Henrietta German?Cemetery Colored Cemetery Married Ed GermanClearwater Colored Cemetery Labor Married Gussie GiradoClearwater Colored Laborer Married Eliza GlasperClearwater Colored Cemetery Domestic Widow GlasperClearwater Cemetery Home Widow Wilson GoodenClearwater Colored Cemetery SingleColored Cemetery Clearwater Restaurant Married Addie I. GrahamNew Zion Church (col) Clearwater Colored Cemetery at home Married N. G. GrahamClearwater Colored Cemetery None SingleClearwater Laundress WidowClearwater Colored Cemetery Laborer Married Lottie GrayBaptist "Colored" Clearwater Colored Cemetery House Divorced George GreenClearwater Common Laborer Married Rosa GreenClearwater Colored Cemetery LaborCemetery Clearwater Colored Cemetery House Married William GrierClearwater Colored Cemetery Hotel Cook Married Corania GriffinClearwater Colored Cemetery house Married Pete GrissettClearwater Labor Married Hattie GrissettClearwater Child SingleClearwater Colored Cemetery Clearwater Colored Cemetery none SingleClearwater SingleColored Cemetery Clearwater Colored Cemetery none SingleClearwater, FL Clearwater Colored Cemetery none SingleClearwater LaborerClearwater Laborer 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker155156157158159160161162163164165166167168169170171172173174175176177178179180181182183184185Nephritis and Brights Disease805 RR Ave, Clearwater N J Williamsapoplexy, cerebral hemorhagePinellas County Home Alexandertyphoid fever Pomp Gardner GA Mandy _____ GA South Largo, FL AlexanderNephritis Interstitial Will Richardson FL Mary Brown FL Clearwater, FL AlexanderCerebral Accident875 Engman St, ClearwaterClearwater Funeral Home______ of Heart___ Goss SC Etta Goss SC AlexanderPyelitis Tom Girado Mary Smith Suwannee County, FL Clearwater N J WilliamsCoronary Occlusion David Glasper Micanopy, FL Micanopy, FL 1023 Hart Ave, Clearwater Clearwater Funeral HomePernicious Anemia Silas Glasper Micanopy, FL Annie Dickerson Gainesville, FL Michigan Ave, Clearwater Mc Rae and FulfordpelegraTampa Shores, FL Alexanderbronho pneumonia James Gordon FL Sallie Robinson FL AlexanderCirrhosis of ____ and ____ of Stomach Eli Graham GA N Garden Ave, Clearwater Alexanderpulmonary tuberculosis David Lee SC SC Clearwater, FL AlexanderStillborn ‐ miscarriage Aron Graham Valdosta, GA Arlena McCoy Valdosta, GA Greenwood Park, ClearwatNone ‐ FriendsCerebral Embolism Joseph Pasco GA Sara Fleming GA 216 Greenwood Ave, ClearN J WilliamsChronic NephritisLargo, Fl AlexanderHeart failure with Diabetes Robert Lee Brown GA Jacksonville Heights, ClearwAlexanderHemorrhage of the lungsShimer (?) Blvd, Dunedin Mc Rae PneumoniaClearwater Heights N J WilliamsNephritis fistula anal_____ Williams SC Sidney Ann Wills SC Gardin Ave, Clearwater AlexanderTuberculosis Charlie Griffin MS Lulu White MS Clearwater, FL AlexanderUterine CancerClearwater, FL AlexanderNatural Cause S___ Grissett SC Jane Vought Manon, SC 1023 RR Ave, Clearwater N J WilliamsHistory of unspecific fever Oliver Halburt Miami, FL Margarie Rutledge Ocala, FL 805 Madison, Clearwater N J Williamssecond degree burns/nephritis Charles Hall Jefferson Co, FL Mattie McRoy Jefferson County, FL South Largo, FL Alexanderdid not come to time Randolph Hall Lake Co, FL Willa Anderson Lack Co, FL Clearwater None ‐ Randolph Hallmal‐nutrition or marasmus David Hammonds Camden SC Carrie Durings SC Clearwater, FL AlexanderUnknown Joe Hanor FL Willie Hanor FL Largo, FL AlexanderMyocarditisTampa Shores, FL AlexanderCirrhosis of the liverWeaver St, Daytona Will Haines, Clearwater, FL 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216Harris Infant B F Clearwater 1925 1925 0 ClearwaterHarris Infant B F Clearwater 1930 1930 0 ClearwaterHarrison Eddie B M Tallahassee, FL 1880 1931 51 LargoHart Willie Zoll B F GA 1900 1930 30 DunedinHarvey Ethel Bell B F GA 1924 1925 1y 1m Clearwater, FLHarvey Carey Jr B M Clearwater 1929 1929 0 ClearwaterHarvey Infant B M Clearwater 1930 1930 0 ClearwaterHatchett Amos B M SC 1840 1919 79 Clearwater, FLHatchett Selena B F Sparenburg, SC 1852 1924 72 Clearwater, FLHatchett Ray B M Clearwater, FL 1923 1924 0y 7m 21d Clearwater, FLHawkins Willie B. B M Americus, GA 1891 1933 42 Clearwater, FLHawkins Reubin B M Tallahassee, FL 1858 1934 76 ClearwaterHaynes Johnnie B M 1952 ClearwaterHenry Willie C. B M Dawson, GA 1926 1935 9 Morton Plant Hospital, ClearwaterHicks Annie B F Sumpterville, Fla 1886 1924 38 North ClearwaterHill Albert B M Hogansville, GA 1865 1939 74 ClearwaterHines Joseph B M NC 1884 1934 50 ClearwaterHodge Robert Lee B M 1917 1936 19 ClearwaterHogan Cliford B M FL 1917 1918 1y 10m Belleair, FLHolmes Infant B M Clearwater 1938 1938 0 ClearwaterHooks George B M 1954 ClearwaterHooks Matthew NathanieB M Tarpon Springs, FL1896 1930 34 Clearwater, FLHooks Mary B F FL 1882 1918 35 Dunedin, FLHooten Virginia B M Macon, GA 1857 1929 71y 9m 25d Tampa Shores, FLHoward Rachel B F FL 1854 1924 70 North ClearwaterHoward Gus B M Birmingham, AL 1886 1938 52 Pinellas County JailHoward William B M Ocala, FL 1890 1935 45 ClearwaterHoward Willie B M Alachua, FL 1905 1936 31 810 W Robinson Ave, ClearwaterHoward Infant B F Clearwater 1927 1927 3 days ClearwaterHutchinson Will B M FL 1859 1919 60 Clearwater Heights, FLHutchinson Lindy B F Columbia, SC 1883 1938 55 Clearwater 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216Colored Cemetery None SingleClearwater Cemetery None SingleClearwater Labor Married Julia HarrisonClearwater House Work Married Charlie C HartClearwater Colored Cemetery none SingleClearwater Infant SingleClearwater Colored Cemetery None SingleColored Cemetery Laborer MarriedHeights Church Clearwater Colored Cemetery Home Widow Amos HatchettClearwater Colored Cemetery none singleClearwater Colored Cemetery Laborer Married Maggie HawkinsClearwater ElevatorLarkins and Gordon Chapel St Matthews cemeteryClearwater, FL none SingleClearwater Colored Cemetery Labor widowedClearwater Laborer, WPA Married Carrie HillClearwater Minister Married Callie HinesClearwater Labor SingleCemetery Colored Cemetery none SingleClearwater none SingleBethel AME Church, Dunedin St Matthews Baptist CemeteryClearwater, FL Insurance Agent Married Julia Hooks (nee RhodesClearwater Colored Cemetery House Work Married George HooksClearwater Colored Cemetery Laborer Married Zettie HootenBaptist Church Clearwater Colored Cemetery House widow Kage HowardClearwater Painter, house painting Divorced Maggie PearlClearwater Bakery, Laborer Married Ruth HowardClearwater Laborer Married Marian HowardClearwater Colored Cemetery None SingleHeights Colored Cemetery Pottersfield Laborer Married Lillie HutchinsonClearwater Housekeeper Widow Willie Hutchinson 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker186187188189190191192193194195196197198199200201202203204205206207208209210211212213214215216Stillborn Henry Harris Ruby Johnson White SpringsStillborn ‐ A FallWillie May Harris FL NoneAcute Myocarditis George Harrison Largo N J WilliamsPlacenta Praevia Tom Berry GA Fannie GA 1146 N Douglas, ClearwateMc Rae and FulfordPneumonia G. W. Harvey GA Annie M. Jackson GA Clearwater, FL AlexanderAsphixia Carey Harvey Madison, FL Victoria Johnson FL Clearwater None ‐ FriendsStillborn Ray Harvey FL Victory Johnson FL Friend ‐ J D FloydEnteritis GA Coachman Heights, ClearwAlexanderApoplexy Ransom Moore SC Clearwater Heights Alexanderpneumonia John Hatchett FL FL Greenwood Ave, ClearwateAlexanderhodgkins disease Jeff Hawkins White Oak, AL Elizabeth Hawkins 905 Madison St, ClearwateAlexanderMyocarditisE Chestnut, Clearwater N J WilliamsLarkins and GordonPerforated Intestine, gunshot Dan Henry Dawson, GA Ella Mae Hortner Dawson, GA Largo, FLShock in Major Operation, Uterine Alfred Hall Monticello Dina Williams Monticello, Fla 704 Seminole, ClearwaterCereberal HemorrhageMadison St, Clearwater AndersonMyocardial Insufficiency Silas Hines NC 1111 Tangerine, ClearwateN J WilliamsBroncho Pneumonia Espy Hodge AL 1005 Engman Ave, ClearwaN J WilliamsPertusis James L. Hogan FL Anna Bell FL Belleaire, FL AlexanderStill born, broken neck Harvey Holmes Baton Rouge, LA Florida Holmes Baton Rouge, LA Washington St, ClearwaterClearwater Funeral HomeHemorrhage due to ruptred ulcer George Hooks SC Lake City, FL 707 Cedar, ClearwaterSepticimia Syrus Reid FL Mary Reid FL Douglas Ave, DunedinCerebral Apoplexy Hamilton Hooten MS Maria Hooten MS Tampa Shores, FL AlexanderNephritis Will Shepard SC Jennie SC North Clearwater, FL AlexanderCerebral Hemorrhage, Senile Dementia David Howard AL Polly Howard AL Corner Court St and RR AveClearwater Funeral HomeNatural Causes, heart failure806 1/2 Pinellas St, ClearwN J WilliamsAcute Labor Pneumonia Thomas Howard Alachua, FL Lulla Washington Alachua, FL 810 W Robinson Ave, ClearStarks and StroneBorn sick, don't know Willie Howard Alachua Co, FL Marian Williams Leesburg, FL NoneGastric & Intestinal Henry Hutchinson FL Mary Hutchinson FL Clearwater Heights AlexanderMyocarditis506 N Garden St, Clearwat N J Williams 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247Isaac Ada B F Gainesville, FL 1886 1937 51 Morton Plant Hospital, ClearwaterIsaac Leola B F Albany, GA 1887 1929 42 Largo, FLJackson Walter L B M Douglas, GA 1858 1936 78 ClearwaterJackson Arthur Rev B M 1877 1932 55 Ft Myers, FLJackson Andrew B M GA 1880 1920 40 Clearwater, FLJackson Queen B F Madison Co, FL 1886 1933 47 ClearwaterJackson Ed B M FL 1887 1928 41 Hospital, TampaJenkins Rachel B F SC 1880 1918 38 Clearwater, FLJenkins Mamie B F Orange Lake, FL 1889 1929 40 West Palm BeachJenkins Ruben B M Live Oak, FL 1892 1924 31 Largo, FLJenkins Bessie B F SC 1902 1922 20 Dunedin, FLJerride Henry B M Live Oak, FL 1901 1936 35 Morton Plant Hospital, ClearwaterJinkins Richard B M FL 1883 1915 32 Clearwater, FLJirns John B M Marion Co, SC 1867 1921 54 Clearwater, FLJohnson Fredie Jr B M Clearwater 1926 1926 0 ClearwaterJohnson J L B M Clearwater 1928 1928 21 days ClearwaterJohnson William B M Jefferson Co, GA 1866 1922 56 S Clearwater, FLJohnson Charley B M AL 1874 1924 50 Clearwater, FLJohnson Will B M FL 1881 1926 45 Largo, FLJohnson Lucile B F Moultree, GA 1903 1926 23 ClearwaterJohnson Charlie B M 1906 1928 22 Pinellas County HomeJohnson James B M Clearwater 1914 1932 14 ClearwaterJohnson Infant B M Clearwater 1928 1928 0 ClearwaterJones James H. B M NC 1885 1930 44y 8m Clearwater, FLJones Agnes Mae B F Clearwater 1925 1926 7 months ClearwaterJones Wilard RandolphB M Clearwater 1935 1937 2 Morton Plant Hospital, ClearwaterJones Lucy B F NC 1865 1928 63 ClearwaterJones Will B M VA 1882 1938 56 ClearwaterJones Albert B M AL 1884 1932 43 Clearwater, FLJones Henry B M VA 1888 1930 42 St PetersburgJones Estelle B F Alachua, FL 1907 1926 19 St Petersburg 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247Clearwater Maid Married James IsaacClearwater Colored Cemetery housekeeper Married Fred IsaacClearwater Labor Married Mary JacksonClearwater Preacher Married Della JacksonNE Church Clearwater Colored Cemetery laborer Married Mamie JacksonClearwater Housewife Married Aron JacksonClearwater Common Labor Married Mary JacksonCemetery Pottersfield Colored Cemetery Home Work DivorcedClearwater Cook, Domestic Married Reubin JenkinsCemetery Clearwater Colored Cemetery Laborer Road Work Married MillieCemetery Clearwater Colored Cemetery House SingleClearwater Labor Married Queen JerrideLivery Stable, Labor MarriedColored Cemetery Clearwater Colored Cemetery Laborer Married Eliza JirnsClearwater Colored Cemetery None SingleClearwater Cemetery Infant SingleNE Church Clearwater Colored Cemetery Laborer Clearing Land Married Adeline JohnsonNE Church "Col" Clearwater Colored Cemetery Janitor Court House Married AnnieClearwater Colored Cemetery Laborer Married Estelle JohnsonColored Cemetery Cooking in Private House Married Louis JohnsonClearwater Colored Cemetery None SingleClearwater School Boy SingleClearwater Colored Cemetery SingleClearwater Col. Church Clearwater Colored Cemetery Common Labor Married Cherry JonesColored Cemetery None SingleClearwater None SingleClearwater Retired Cook WidowedClearwater Barrel Maker Married Mary JonesSt Matthews Baptist Church Clearwater Colored Cemetery Woodman Labor Married Carrie JonesClearwater Labor MarriedClearwater housekeeper Married Albert Jones 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker217218219220221222223224225226227228229230231232233234235236237238239240241242243244245246247Pneumonia, ruptured bladder, fractured pelvis Mack Dixon Madison, FL Florence Dixon Hawthorne, FL S Greenwood Ave, ClearwaterEndocarditis Jim Brown GA Lizzie GA Largo, FL AlexanderGeneral Arteriosclerosis and Hypertension1021 RR Ave, Clearwater N J WilliamsAcute Gastritis Jack Jackson SC 1720 H____ ClearwaterTuberculosis Sam Jackson GA Clearwater, FL AlexanderTuberculosis of lungs Jess Colson Perry Co, FL G. Nelly (?) Madison Co, FL 1404 M____ St, Clearwate Mc Rae Accidental ‐ Result injuries received in automobile coHenry Jackson FL Hattie McCan FL Clearwater Edward W StoneTuberculosis Walter Baker SC Garden Ave N, Clearwater AlexanderHeart Disease Jas. R Watkins Orange Lake, FL Sarah Wilson Orange Lake, FL West Palm Beachthroat cut, homicideS____ FL Babson Park, FL AlexanderTuberculosis Judge Hams SC Anna James SC Dunedin, FL AlexanderFracture 5th cervical vertebrae, auto accident Charley Jerride Live Oak, FL Irene Zou Live Oak, FL Engman St, Clearwater N J WilliamsTuberculosis of lungs Warren Jinkins FL Johnson FL Clearwater, FLPellagra Ely Jirnn SC SC Clearwater, FL AlexanderStillborn Fredie Johnson SC Ada Covington NC NoneUnknown Charlie Johnson Macon, GA Julia Patterson FL FriendsHeart Failure Calvin Johnson GA 783 R.R. Ave, Clearwater AlexanderSepticemia of Generative Organs, GonherrhaeaJacksonville Heights, ClearwAlexanderSyphilis Heart Johnson FL Charlotte Johnson NC Largo, FL AlexanderFractured base of skul. Fell from automobile ‐ or jumpNathan Edwards Mitchell Co, GA GA Hibiscus, Clearwater Alexanderpulmonary TuberculosisPinellas County Home AlexanderTetanus Charley Johnson High Point, SC Annie Thomas Clearwater, FL 801 Cedar, Clearwater N J WilliamsStillborn ‐ Don't know cause Thealar Johnson GA Lilie Mitchell Savannah, GA EwellLabor Pneumonia James H. Jones NC Clearwater, FL AlexanderYellow Thrush ‐ some sort of sore mouth Cal Jones GA Annie Small West Palm Beach NoneInternal Injuries to chest, run over by truck Lee Andrews Jones FL Theola More FL Washington Ave, Clearwat Clearwater Funeral HomeApoplexyMyrtle Ave, Clearwater Mc Rae and FulfordMyocardial InsufficiencyWashington and Park, CleaN J WilliamsChronic Myocarditis1007 Washington Ave, CleaAlexanderMyocarditis3rd ave and 16th st N, St PN J Williamspulmonary tuberculosis Mose Bogan Alachua, FL Estelle Mogan Alachua, FL Clearwater N J Williams 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278Jones Alice B F FL 1909 1931 21 Clearwater, FLJones Ralph B M Micanopy, FL 1910 1939 26 ClearwaterJones Mamie B F Sylvester, GA 1911 1929 18 ClearwaterJones James B M Clearwater, FL 1925 1926 0y 7m 26d Clearwater, FLJones Infant B M Clearwater 1929 1929 0 ClearwaterJones Infant B M Clearwater 1929 1929 0 ClearwaterJones Infant B M Clearwater 1934 1934 0 ClearwaterJordan Orteves B M Archer, FL 1897 1930 33 Clearwater, FLJordon Infant B F Clearwater 1932 1932 0 ClearwaterJoseph Eugene B M Dunedin 1925 1926 6 months DunedinJustice Elijah B M Bainbridge, GA 1870 1934 64 Florida State Hospital, River Junction, FLKerbo John B M 1953King Sam Jr B M SC 1894 1924 29y 9m Clearwater, FLKing Sam B M Orangebury, SC 1875 1937 62 Lake Garfield, Polk CoKing Flossie B F Quincy, FL 1901 1921 20 S Clearwater, FLKing Lena B F Clearwater 1924 1924 3 days ClearwaterKitchen Willie M. B F Bradley, GA 1930 1936 5y 7m 21d 915 Madison, Clearwater, FLLane J F B M Lawrence Co, GA 1909 1933 24 ClearwaterLane Spersian B M Waynesboro, GA 1900 1935 35 Clearwater, FL (Police Station)Lane Robert B M Nashville, GA 1907 1930 23 Tampa Negro Hospital, TampaLaster John B M W. FL 1872 1935 63 804 Engman, Clearwater, FLLawson Callie Payne B F Quincy, FL 1900 1934 33 ClearwaterLee James B M GA 1855 1920 65 Clearwater, FLLee Horace B M FL 1904 1926 22y 8d Clearwater, FLLewis R J B M Clearwater 1930 1931 6 months ClearwaterLewis Eula Mae B F Jacksonville, FL 1916 1926 10 Clearwater, FLLewis Lillie B F Alachua, FL 1883 1932 49 ClearwaterLewis Elzena B F Boldin, __1908 1932 24 ClearwaterLewis Infant B M Clearwater 1938 1938 0 1215 RR Ave, ClearwaterLindsey Jim B M SC 1926 1926 20y 3m 17d Clearwater, FlLittlejohn Joe B M 1853 1928 75 River Junction, FL Gadsden County 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278St Johns Clearwater Colored Cemetery Home Married Emanuel JonesClearwater Colored Attendant, Filling Station Widowed Annie JonesClearwater housekeeper SingleClearwater Colored Cemetery SingleClearwater Cemetery None SingleClearwater Cemetery None SingleClearwater none SingleClearwater Colored Cemetery Laborer SingleClearwater None SingleClearwater Infant SingleClearwater Laborer MarriedSt Matthews Baptist Church St Matthews Cemetery Married M. L. KerboNE Col Church Clearwater Colored Cemetery Manager Pool Room Married Ella KingClearwater Labor Married Mary KingCemetery Colored Cemetery House Widow Sam KingClearwater Colored Cemetery None SingleCemetery Clearwater Colored Cemetery School SingleClearwater Labor SingleClearwater Colored CemeteryClearwater Labor, Seminole Fruit Packing Co. SingleCemetery Clearwater Colored Cemetery laborer ‐ yard work Married Susie Williams LasterClearwater House Wife Married Will LawsonColored Cemetery Pottersfield Laborer SingleClearwater, FL Clearwater Colored Cemetery Laborer SingleColored Cemetery SingleClearwater Colored Cemetery None SingleClearwater Housekeeper Married Tom LewisClearwater Cook Married Sidney LewisClearwater none SingleClearwater Colored Cemetery Laborer SingleClearwater Laborer Married Blanch Littlejohn 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker248249250251252253254255256257258259260261262263264265266267268269270271272273274275276277278pulmonary tuberculosis Isaac Boykins NC Lizzie Campbell GA Tangerine St, Clearwater AlexanderCerebral Thrombosis Sol Jones NC Willa Armstrong FL 804 Cedar, Clearwater David BlackChronic Pulmonary Tuberculosis Mose Jones Warenton, GA Rosa Picket Sylvester, GA Clearwater N J WilliamsGastro Enteritis Albert Jones FL Estella Jones FL Clearwater, FL AlexanderPremature Cel Jones GA Annie Small FL NonePremature Maud Jones Columbus, GA Alice Barker Lachua, FL 1122 Marshall St, ClearwatNone ‐ FriendsStill BornJ. Jones GA 1008 Marshall, Clearwater None ‐ M J EigenmannSyphilis Fred Jordan FL Mary Jordan FL Clearwater, FL AlexanderDon't Know, No Doctor Freddie Gertrude JoDeland, FL Clearwater Nonemalnutrition Will Joseph Madison Co, FL Hattie Moore Madison Co, FL Colored Quarters, DunedinNoneCerebral Hemorrhage, Senile Dementia Daniel Justice Bainbridge, GA Florida State Hospital, PineA A ____LarkinsCirrhosis of Liver and Nephritis Sam King FL Mary King SC Clearwater Heights AlexanderChronic Myocarditis Jain King SC Lake Garfield, FL N J WilliamsTuberculosis Levi Williams FL Ida Stanley Columbus, GA S Clearwater, FL AlexanderRichard Bently GA Lena King Clearwater 3011 RR Ave, Clearwater None ‐ FriendsTB ‐ Meningitis Willie Kitchen Bradley, GA Mary Dennis Bradley, GA 915 Madison, Clearwater AlexanderAccidental death by automobile, neck broken near PaDan Lane GA Eliza Williams Lawrence Co, GA Clearwater N J Williamsgun shot wound inflicted by Police Officer Cyrus LoweJames Lane GA Martha _____ GA AlexanderShock from automobile accident near Tampa airport Daniel Lane Nashville, GA Eliza Williams Nashville, GA Largo N J Williamsbronchial pneumonia William Laster Hannah 804 Engman, Clearwater AlexanderCardiac Failure, Pulmonary Edema Henry Johnson FL Luvenia Clem FL Madison Ave, Clearwater AlexanderSyphilisHood Alley, Clearwater Alexanderpulmonary tuberculosis David Lee SC Mattie Grady FL Court St, Clearwater AlexanderFracture left clavicle, Broncho Pneumonia John R Lewis Velia B____ Bradford, FL 911 Engman St, ClearwaterMc Rae and FulfordChronic Cardiac V___ Disease Tom Lewis SC Annie Lewis SC Clearwater, FL AlexanderCerebral Hemorrhage Charley Davis SC C. Hailes FL Clearwater N J WilliamsPulmonary _______ Chaney Lyold SC Mamie Thomas SC Central Ave, Clearwater Mc Rae and FulfordStillborn Rogers Lewis Clearwater Alice Rhymes Clearwater 1215 RR Ave, Clearwater Clearwater Funeral Homenatural causes Jim Lindsey Minnie Clearwater, FL Alexanderbroncho pneumoniaFlorida State Hospital, PineJ M Clause _____? 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309Livingston Thomas B M FL 1917 1918 1 Clearwater, FLMackey Eliza B F SC 1853 1917 64 Clearwater, FLMackey (or Machey) Robert Elliott B M SC 1873 1918 45 Clearwater, FLMaifield Sam B M Clearwater 1932 1939 7 Morton Plant Hospital, ClearwaterMarshall George B M Alachua, FL 1913 1936 23 Tampa ShoresMartin Frank B M Marion, GA 1890 1929 39 DunedinMartin Dortha B F Tarpon Springs, FL1932 1934 2 ClearwaterMaxwell Virginia Delores B F Ocala, FL 1934 1935 1 ClearwaterMaxwell Harold B M Clearwater 1929 1931 1 ClearwaterMaxwell Willie B M Clearwater 1931 1931 0 ClearwaterMcCall Clarance B M Clearwater 1933 1933 3 months ClearwaterMcClary William B M Charleston, SC 1857 1929 72 St PetersburgMcClary Kittie B F Macon, GA 1867 1923 54y 10m 11d Clearwater, FLMcCloud Villiten B F Clearwater 1938 1938 0 ClearwaterMcCloud Villiten (?) B F Clearwater, FL 1938 1938 0 Clearwater, FLMcCoy Mable Kate B F Clearwater 1928 1931 3 ClearwaterMcCracken Nat B M Selma, AL 1889 1931 42 Pine Hill HospitalMcCray Henry L B M FL 1921 1932 11 ClearwaterMcCray Jane B F MS 1842 1922 80 Clearwater, FLMcCray Dan B M Jefferson Co, FL 1882 1936 54 ClearwaterMcCray Ellen B F Coffey Co, GA 1901 1939 38 ClearwaterMcCray Infant B M Clearwater 1929 1929 0 ClearwaterMcDaniel Carl B M FL 1918 1918 0y 10m 10d Clearwater, FLMcDonald Joseph B M Chester, SC 1865 1922 65 Clearwater, FLMcGee Columbus B M Brooks Co, GA 1911 1931 20 ClearwaterMcRae Willis (or Willie) B M Claxton, GA 1897 1921 24 Clearwater, FLMeadows Willie Mae B F Clearwater, FL 1926 1938 12 ClearwaterMeadows Julius B M GA 1894 1936 42 ClearwaterMichim (or Mickiver) Drucilla B F SC 1880 1918 38 Clearwater, FLMiller Harrietta B NC 1859 1919 60 Largo, FLMiller Major B M Spartanburg, SC 1875 1928 53 Clearwater, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309Colored Cemetery none SingleColored Cemetery Colored Cemetery Wash Woman WidowClearwater Cemetery (City Cemetery) Farmer MarriedClearwater Child SingleClearwater Labor Married Mary Louise Gorh___Clearwater Laborer Married Florella MartinClearwater None SingleClearwater Infant SingleChild SingleClearwater Cemetery Infant SingleClearwater Infant SingleClearwater Preacher WidowedNE Church Clearwater Colored Cemetery House Married Rev. William McClaryClearwater Colored Cemetery None SingleClearwater Colored Cemetery none SingleClearwater Baby SingleClearwater Colored Cemetery laborer on Golf Course SingleClearwater School SingleCol Baptist Church Clearwater Colored Cemetery House widow William McCrayClearwater Laborer Widow Ella McCrayClearwater Housewife, own home MarriedClearwater Cemetery None SingleNone Colored Cemetery none singleNE Church Col Clearwater Colored Cemetery laborer Married Janie McDonaldClearwater Labor SingleColored Cemetery Clearwater Colored Cemetery farm laborer married Marjorie McRaeClearwater Student SingleClearwater Labor Married Nonella MeadowsNone Colored Cemetery (Pottersfield) Home Work Married Michim (or MicKiver), GeColored Cemetery Colored Cemetery WidowZion Baptist Church Clearwater Colored Cemetery Laborer Widow Nettie Miller 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309pneumonia Livingston, John VA Reddish, Savanah FL R.R. Ave, Clearwater AlexanderTuberculosisCleveland St, Clearwater AlexanderTyphoid FeverClearwater, FL AlexanderAsphyxiation (Water) drowned in Clearwater Bay. FelAndrew Maifield Clearwater Alice King Clearwater 1103 RR Ave, Clearwater N J WilliamsBilateral Tuberculosis Pneumonia William Marshal Alachua, FL Essie Facher Alachua, FL Tampa Shores, FL N J WilliamsCerebral Apoplexy Charlie Martin Marion, GA Misouri Turner Marion, GA 438 Jackson St, Dunedin Mc Rae and FulfordAcute Colitis (Infenction) Comit Martin FL Mamie Lounday Macon, GA 704 Seminole, Clearwater Mc Rae Acute Gastro Enteritis Bradley Maxwell Floral City, FL Gladys Edwards Marion Co, FL 6112 Jones St, Clearwater N J WilliamsDiptheria Gilbert Maxwell FL Virginia Sanders Leesburg, FL 1016 Madison St, ClearwatMc Rae and FulfordCrainotomy Mitchell Maxwell Marion Co, FL Bernice Maxwell Ft Meade, FL Clearwater None ‐ Mitchell MaxwellPneumonia Theodore McCall Butler, GA Annie Bell Taylor Savannah, GA 405 Garden Ave, ClearwateN J WilliamsParalysis256 11th st N, St PetersburN J WilliamsBrights Disease George Evins VA Molley _____ VA Garden Ave, Clearwater Alexanderunknown Henry McCloud Monticello, FL Minnie Lee McClouMonticello, FL CLearwater NoneUnknown Henry McCloud Monticello Minnie Lee McClouMonticello, Fla Clearwater, FL noneUnknown Rueph McCoy GA Kathleen Regular GA 1411 Roosevelt Ave, ClearwMc Rae and FulfordBurned from ignited clothingDunedin, FL AlexanderEndocarditis, Rheumatism Ralph McCray FL Lellen Collins GA Clearwaterold age & NephritisClearwater, FL AlexanderCerebral Hemorrhage and Hypertension Elijah McCray Jefferson Co, FL_aney Wade SC 1019 Greenwood Ave, CleaMc Rae Puerperal Septicemia Seamore Collins GA Edna Scott GA 1017 Greenwood Ave, CleaClearwater Funeral HomeStillbornMaggie McCray Clearwater NoneBlood Poison McDaniel, Eddie SC Hutchinson, FlossieFL Church St, Clearwater AlexanderBrights SC Jane Guy SC Clearwater, FL AlexanderPneumonia Andrew McGee GA Elizabeth Brooks Brooks Co, GA 702 Seminole St, ClearwateN J Williamstubercular peritonsis James McRae Claxon, GA_____ Mcghills? GA North Clearwater, FL AlexanderBronchopneumonia, Tuberculosis Pulmonary Julius Meadows GA Nonella Scott Twin Lake, FL 807 Washington St, ClearwN J WilliamsMalaria Fever910 Engman, Clearwater N J WilliamspneumoniaClearwater, FL AlexanderDr. W. Brown NCAlexanderChronic Nephritis208 S Greenwood Ave, Cle Alexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death310311312313314315316317318319320321322323324325326327328329330331332333334335336337338339340Miller Nellie B F Ocala, FL 1877 1931 54 St PetersburgMiller Ed B M Guyton, GA 1930 1930 43y 8m 1d Clearwater, FLMiller Infant B M Clearwater 1930 0 ClearwaterMiller Robert B M Clearwater 1936 1937 7 months ClearwaterMilline Ella B F 1952 ClearwaterMilton Aron B M Ocala, FL 1888 1936 48 ClearwaterMims Lizzie B F 1894 1927 33 Clearwater, FLMitchell Dan W B M Raleigh, NC 1877 1937 60 ClearwaterMitchell Emma B F South Carolina 1871 1915 44 Dunedin, FLMitchell George B M Atlanta, GA 1880 1930 50 ClearwaterMitchell Infant B Clearwater 1929 1929 0 ClearwaterMobley Spurgeon B M Marion Co, FL 1905 1927 21 V Smalls Hospital, TampaMonday Victoria B F GA 1867 1921 54 Clearwater, FLMonday Jessie B M Greenboro, AL 1896 1929 33 St PetersburgMoore R C B M Dunedin 1923 1924 1 DunedinMoore Clarence B M GA 1881 1926 45 Clearwater, FLMoore Gaston B M Valdosta, GA 1885 1939 54 Pinellas County Hospital, LargoMorgan George Jr B M Clearwater 1932 1932 3 months ClearwaterMorrison Oliver Jr. B M FL 1917 1917 0y 8m 28d Clearwater, FLMosley Jarnett (?) B F Clearwater 1925 1925 0 ClearwaterMullins Oscar B M Atlanta, GA 1879 1935 56 ClearwaterMyres Willie May B FL 1926 Clearwater, FLNeal Cornelius B F Coachman, FL 1936 1938 2 Tampa Negro Hospital, TampaNelson Arnett B M Live Oak, FL 1902 1932 30y 7m 17d Clearwater, FLNelson Alphonso B M Clearwater 1937 1939 1 Morton Plant Hospital, ClearwaterNelson Will B M 1931 DunedinNickels Infant B M Clearwater 1929 1929 0 ClearwaterNorris Grover C B M Rider Springs, SC 1894 1933 39 ClearwaterOliver Robert B M 1875 1931 56 County HomeOneal Jonas B M Dade City, FL 1884 1930 46 ClearwaterO'Neal Julia B F TN 1873 1923 50 Clearwater, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse310311312313314315316317318319320321322323324325326327328329330331332333334335336337338339340Clearwater House Work, Cooking Widow William MillerClearwater Colored Cemetery Laborer Widowed Julia BroomClearwater None SingleClearwater Cemetery Infant SingleMt Carmel Baptist Church St Matthews Cemetery Married Will MillineClearwater Labor Married Mamie MiltonClearwater Colored Cemetery Housewife Married James E. MimsClearwater Cemetery Laborer Married Matilda MitchellClearwater Wash Woman SingleClearwater Labor Married Sylvia MitchellClearwater Colored Cemetery None SingleClearwater Laborer Married Marguerite MobleyBaptist Church Col. Colored Cemetery Clearwater House Married Jessie MondayClearwater Labor Married Mattie MondayClearwater Colored Cemetery None SingleColored Cemetery Clearwater Colored Cemetery waiter hotel SingleClearwater Laborer, WPA Married Lizzie MooreClearwater Cemetery None SingleCemetery Colored Cemetery none SingleClearwater Colored Cemetery Infant SingleClearwater Labor Married Annie MullinsClearwater Colored CemeteryClearwater None SingleColored Cemetery Clearwater Colored Cemetery laborer SingleClearwater None SingleClearwater Colored Cemetery Laborer SingleClearwater Cemetery None SingleClearwater Labor Married Sallie E NorrisClearwater Colored Cemetery laborer SingleClearwater Labor Picking Oranges Married Temple OnealBaptist Church Clearwater Colored Cemetery House Married Jonah O'Neal 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker310311312313314315316317318319320321322323324325326327328329330331332333334335336337338339340Bronchitis1408 4 ave, St Petersburg Mc Rae and Fulfordorganic heart disease Ed Miller GA Lizzie West GA Tarpon Junction, FL AlexanderStillborn Robert Miller FL Susie Sumpter FL Clearwater NoneEnteritis Dehydration Jonah C Miller McIntosh, FL Alberta Street McIntosh, FL Clearwater, FL H A Davies146 S Madison Ave, ClearwLarkins and GordonCerebral Hemorrhage1305 Roosevelt Ave, ClearwN J WilliamsAcute Nephritis not peuperalClearwater, FL AlexanderAcute MyocarditisChestnut and Greenwood, Mc Rae _________ FitsDunedin, FLCarcenoma of bladder, organic heart failure George MitchellN J WilliamsDon't Know ‐ Stillborn Laura Mitchell Savannah, GA NoneDiabetes Mellitus James Mobley Marion Co, FL Jessie Edwards Marion Co, FL 924 E Scott St, Tampa N J WilliamsBrights Disease_____ Harrison GA Jacksonville Heights, ClearwAlexanderEndocarditis1309 RR Ave, Clearwater N J WilliamsLabor Pneumonia Arron Moore GA Ada S Shephard GA Alexander___nephrosisClearwater, FL AlexanderCerebral Hemorrhage, arteriosclerosis Hopkins Moore Valdosta, GA GA 314 Madison, Clearwater Clearwater Funeral HomeInward Hives, No Doctor George Morgan Anthony, FL Van Jackson Wildwood, FL Clearwaterpneumonia Morris, Oliver GA Walker, Mattie GA Cleveland St, Clearwater AlexanderStillborn Tom Mosley Rose Hodge Mosley Hall, GA None‐ FriendsPerforated Gastric Ulcer GA 1201 Pierce Street,ClearwaN J WilliamsStillborn Thomas Ruse GA Rosa Myres FL AlexanderBronchopneumonia Roy Neal Whigham, GA Eliza Brown Alachua, FL Clearwater, FL Austin Funeral Homeindigestion acuteRose Kellam Clearwater, FL AlexanderBasal Skull Fracture, struck by a car infront of home Arthur Melson Atlanta, GA Margaret Frazier Alachua Co, FL 1023 Hart Ave, Clearwater Clearwater Funeral HomePulmonary TuberculosisAlexander Funeral HomeUnknown ‐ Stillborn Lee Nickels SC Annie Thomas Honeyway, SC AlexanderArterial Hypertension and Acute Nephritis Alex Norris SC Lorry Paddgett SC 115 Prospect, Clearwater N J Williamsarteriosclerosis, cerebral hemorrhage, high blood pressurePinellas County Home Alexanderaccidentally killed by auto at Indian Rocks Road, brainNathaniel Oneal 802 Jenkins St, Clearwater N J Williamsangina pectoris Alfred Whatley TN Julia _____TN Clearwater, FL Alexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371Oxendine L C. B M 1916 Clearwater, FLPage Cola B M Clearwater, FL 1926 1927 0y 7m 23d Clearwater, FLPaige Sarah Jane B F Holly Hill, SC 1931 ClearwaterParker James B M GA 1905 1935 30 ClearwaterPaschal Dave B M Atlanta, GA 1869 1920 51 Clearwater, FLPasco Joe B M GA 1875 1935 60 Clearwater, FLPasco Mamie B F Savannah, GA 1889 1929 40 Clearwater, Pinellas HospitalPatterson Sadie B B F Lumpkin, GA 1900 1928 28 LargoPaul Sarah A. B F SC 1848 1917 69 Clearwater, FLPaul Robert BenjaminB M SC 1880 1939 59 ClearwaterPaulhill Infant B F Clearwater 1932 1932 0 ClearwaterPayne Henry B M High Springs, FL1921 1934 13 ClearwaterPayton Barbara Hellen B F Clearwater 1939 1939 0 ClearwaterPayton Eddie J B M Dunedin, FL 1934 1939 5 ClearwaterPerdue Ayha May B F Brooksville, FL 1904 1923 18 Clearwater, FLPerdue Lila B F GA 1872 1924 52 Clearwater, FLPhillips Laura B F Jacksonville, FL 1880 1929 47 Jacksonville, FLPierce Theresa B F GA 1890 1918 19 Clearwater, FLPinckney Thomas Bucher B M Savannah, GA 1916 1934 17 304 N RR Ave, ClearwaterPison Infant B M Clearwater 1928 1928 0 ClearwaterPolks Robbie McCoy B M Charleston, SC 1885 1939 54 ClearwaterPorter John B M GA 1905 1935 33 Morton Plant Hospital, ClearwaterPorter Hanna B F Newberry, FL 1911 1939 28 Madison and RR Ave, ClearwaterPrestley Rosa Lee B F Leesburg, FL 1908 1936 27 ClearwaterRains Elizabeth B F FL 1873 1928 54y 10m 10d Clearwater, FLRange Rosa B F FL 1887 1919 32 Clearwater, FLRavinell Lola B F GA 1895 1938 43 Sunset Point, Pinellas Co, FLRedden Sallie F 1935Redden Lewis 1941Reddick Van John B M Waycross, GA 1900 1930 30y 2d St Petersburg, FL (Mercy Hospital)Reddish Mary B F Ocala, FL 1875 1931 56 Clearwater 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371Clearwater Colored Cemetery None SingleColored Cemetery WidowClearwater Labor Married Bernice ParkerBaptist Church Colored Cemetery Laborer Married Emma B.Clearwater Colored Cemetery laborer WidowerClearwater Cemetery housekeeper Married Joseph PascoClearwater housekeeper SingleBaptist Church Colored Cemetery House Work Married Paul, R. B.Clearwater Insurance Agent Married Mamie E PaulClearwater Cemetery None SingleClearwater None SingleClearwater Cemetery Infant SingleClearwater none SingleNE Church Clearwater Colored Cemetery House SingleNE Col Church Clearwater Colored Cemetery House Married James PerdueClearwater, FL Domestic Married S.J. PhillipsBaptist Church Colored Cemetery Home work Married Pierce, JohnClearwater School Boy SingleClearwater Colored Cemetery None SingleClearwater Fireman at Saw Mill Married Ella PopeClearwater Gardener SingleClearwater Housewife SingleClearwater Student SingleClearwater Baptist Church Clearwater Colored Cemetery At Home Married John RainsCemetery Colored Cemetery Home Work Married Mathew RangeClearwater Domestic Married Homer RavinellClearwater, FL Cook Married Christine ReddickClearwater Midwife Married Thomas Reddish 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371broncho pneumonia Cola Page FL Adelaide Page FL 1400 Monroe Ave, ClearwaAlexanderMitral Insufficiency Adam Brown SC Venice SC 408 RR Ave, Clearwater Mc Rae and FulfordCerebral Thrombosis Pink Parker GA Fannie Miller GA Clearwater N J WilliamsNephritis or Brights disease Dave Paschal GA Jacksonville Heights, ClearwAlexandernatural causes from heart/kidney Joe Pasco GA Heights, Clearwater AlexanderCancer of Rectum Joe Grant Savannah, GA Greenwood Park, ClearwatN J Williamspulmonary tuberculosis Frank Patterson Gran Fall, GA Harriet Bridget GA Largo N J WilliamsChronic Rhumatism Glover, Robert SC Minor, Marrietta SC Jacksonville Heights, ClearwAlexanderCerebral Vascular Accident803 Garden Ave, ClearwateN J WilliamsStillborn E. Paulhill Clearwater, FL Alzalar Williams Newberry, FL Clearwater NoneCause of death by accident by drowning Neblack Payne FL Lottie Sherman Alachua, FL 114 Jasmine St, ClearwaterN J WilliamsStillbornMattie Blanche ButClearwater Clearwater None ‐ FriendsLabor Anemia David Payton Valdosta, GA Nellie Brown Dunedin, FL 501 Garden Ave, ClearwateAndersonTuberculosis James Perdue GA Violet West GA Heights, Clearwater AlexanderBrights Disease_____ West GA North Clearwater, FL AlexanderValvular Heart Disease Lewis Redden Starke, FL Sallie Green Archer, FL 1246 Davis St, JacksonvilleAnemia & Sipticalmia puerpal Jackson, Joe B. GA Collins, Sallie GA Garden Ave, Clearwater AlexanderCerebral Concussion, Drowning. Drowned while divinE. L. Pickney Ridgeway, SC Marie F. Dempsey Ocala, FL 609 RR Ave, Clearwater N J WilliamsPremature Birth Norman Pison FL Anna Pison FL NoneAcute Pancreatitis SC Bell Williams Charleston, SC Highland Ave, Clearwater Jas. A. AustinGun shot wound through chest and abdomen. Shot by Policeman. Bullet wound through lung, liver also one through Rt shoulder Largo Clearwater Funeral HomeRupture of Aorta J. L. Portis Dawson, GA Sally Martin Madison Co, FL Clearwater AndersonChronic Pemphigus (?) Vegetans John Prestley Ocala, FL Amanda Chandler Ocala, FL 42 RR Ave, Clearwater N J Williamsapoplexy Levi A Kissom FL Georgia Kissom FL 909 Engman, Clearwater, FAlexanderTuberculosis Tom Albriton FL Cora FL Jacksonville Heights, ClearwAlexanderBronchial A____ Henry Williams GA Constintine Grove (?) Mc Rae ruptured appendixEnoch Reddick GA Viola GA Clearwater, FL AlexanderPulmonary TuberculosisRR Ave, Clearwater N J Williams 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death372373374375376377378379380381382383384385386387388389390391392393394395396397398399400401402Reed Eddie Mae B F St Petersburg, FL 1930 1930 0 St PetersburgRegular Caesar B M 1854 1939 75 Legal Building, ClearwaterRelleford Perl B F FL 1904 1923 19 Clearwater, FLRembert Jefferson Thomas B M Bishopville, SC 1880 1930 50 ClearwaterRhanes Emma B F Roberta, GA 1917 1936 19 ClearwaterRhimes Infant B M Clearwater 1926 1926 0 ClearwaterRhodes Estelle B F Alachua, FL 1916 1930 14 ClearwaterRhymes Mary B F Ocala, FL 1900 1934 34 ClearwaterRhynes Neoma B F Clearwater, FL 1925 1925 0y 4m 1d Clearwater, FLRichard Lou Crowder B F Sandersville, GA 1896 1939 43 Morton Plant Hospital, ClearwaterRichardson Victory B F GA 1896 1924 28 Clearwater, FLRichardson Katherine B F Largo, FL 1922 1927 5y 4m Largo, FLRiley Ida B F Largo 1930 1933 3 LargoRivers Annie B F AL 1883 1922 38y 8m Clearwater, FLRoberson Infant B F Clearwater 1933 1933 0 ClearwaterRobinson Derby B M GA 1847 1922 75 Dunedin, FLRobinson Edward B M Beaufort, SC 1880 1926 46 ClearwaterRobinson Infant B M Florida 1951 1951 0 DunedinRobinson Jerry B M Tallahassee, FL 1882 1935 53 Dunedin, FLRobinson Walter B M Augusta, GA 1890 1932 42 ClearwaterRosia Meleho (Melsho) B M Clearwater, FL 1923 1923 0y 2m 2d Clearwater, FLRussell Infant B F Clearwater 1928 1928 0 ClearwaterRutledge Rogers Allen B M Orange Lake, FL 1908 1937 29 ClearwaterRutledge Mattie E B F Marion Co, FL 1865 1924 52 Clearwater, FLRyans Sarah F B F Clearwater, FL 1935 1935 0 Clearwater, FLRyans William B M GA 1877 1930 53 Clearwater, FLSallet Infant B F Clearwater 1924 1924 0 ClearwaterSamuel George B M Greenville, SC 1883 1938 55 ClearwaterSamuel Jamie B F GA 1901 1917 16 Clearwater, FLSamuel Inthia B F FL 1923 1926 2y 8m 18d Clearwater, FLSamuels Janie B F Clearwater, FL 1920 1922 1 Clearwater, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse372373374375376377378379380381382383384385386387388389390391392393394395396397398399400401402Clearwater Stillborn SingleClearwater Laborer, Yard Work SingleBaptist Church Clearwater Colored Cemetery House Married Dave RellefordClearwater Labor Married Bessie RembertClearwater Housekeeper SingleClearwater Cemetery Infant SingleClearwater Housekeeper SingleClearwater Housekeeper MarriedClearwater Colored Cemetery none SingleClearwater Nurse Married Cleave RichardChurch Clearwater Colored Cemetery Home Married J.W. RichardsonClearwater Colored Cemetery none SingleClearwater Child SingleCemetery Clearwater Colored Cemetery House SingleClearwater Cemetery Infant SingleClearwater Colored Cemetery Laborer SingleClearwater Labor married Mary RobinsonSt Matthews Cemetery stillborn singleClearwater Common Laborer Married Eliza RobinsonClearwater Ice Delivery Married Stella RobinsonClearwater Colored Cemetery none SingleClearwater Colored Cemetery None SingleClearwater Common Laborer SingleChurch Clearwater Colored Cemetery House Married Allen R. RutledgeClearwater Colored Cemetery none singleClearwater Colored Cemetery Laborer Married GertieClearwater Colored Cemetery None SingleClearwater Labor MarriedFirst Baptist Church Colored Cemetery House Work SingleClearwater Colored Cemetery none SingleClearwater Colored Cemetery none single 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker372373374375376377378379380381382383384385386387388389390391392393394395396397398399400401402Premature Birth, Stillborn Eddie Reed AL Floria Dice GA 2024 6th av s, St PetersburN J WilliamsMyocardial InsufficiencyGarden Ave, Clearwater Clearwater Funeral HomeTuberculosis_____ Broadella FL Runa Ellis FL St Petersburg, FL AlexanderCardiac Dilation Abraham Rembut SC SC 403 Greenwood, ClearwateN J WilliamsSepticemia Charley Rhanes GA Nellie Williams GA Drew St, RR Track N J WilliamsAsphyxia George Rhimes Fort White, FL Mary Reddish Ocala, FL NoneToxemia of Pregnancy William Rhodes Alachua, FL Ella Jones Lake City, FL 1119 Marshal St, ClearwateN J WilliamsAcute Myocarditis Rhymes Ocala, FL Mary Reddick Ocala, FL Clearwater N J WilliamsBronchil pneumonia George Rhynes Ft White, FL Mary Reddish (Rad FL N. Clearwater, FL AlexanderCoronary Embolism Albert Knight GA Ida Lanes GA Missouri Ave, Clearwater Andersonpulmonary tuberculosis James Perdue GA Lila ____ GA Clearwater, FL Alexandermeningitis Joe Richardson SC Ida Richardson FL Largo, FL AlexanderTuberculosis of glands of _____ George Riley GA Sarah Campbell GA Largo, FL Mc Rae and Fulfordgastric ________ Moreland McCray AL Eliza McClain AL Garden Ave, Clearwater AlexanderStillborn N. Roberson Macon, GA Eva Roberson Macon, GA Clearwater NoneHeart TroubleDunedin, FL AlexanderChronic Cardiac Valvular Disease Edward Robinson Beaufort, SC Mary Brooks Sumpter Co, FL N J Williamsstillborn Bennie Frank RobinsFlorida Mary Lee Harris Florida 1102 Douglas Ave Williams FuneralChronic MyocarditisShella Williams Dunedin, FL Mc Rae and FulfordDuodenal Ulcer Kent Robinson Augusta, GA Ella Brown Augusta, GA 504 RR Ave, Clearwater N J WilliamsGastro Enteritis Charley Rosia GA Fannie Johnson FL Clearwater, FL AlexanderStillborn Ricker Hecury West FL Queenie Russell La Grange, GA Engman St, Clearwater None ‐ FriendsPossible Brain Abscess A Rogers Rutledge NC Mattie Jackson Reddick, FL 1109 RR Ave,Clearwater Mc Rae and Mc RaeDilation of Heart Peter E. Jackson Martha Jackson R.R. Ave, Clearwater Alexanderstill born SC Mary M Ryans Dunellon, FL 1010 Grant St Alexanderprobably heart trouble Lee Ryans GA Lucy Mot. GA 1149 Tangarine Ave, ClearwAlexanderStillborn Don Sallet Alachua, FL C. Borkins FL North Clearwater, FL None ‐ FriendsMyocardial Failure Frank Samuel Greenville, SC 106 Greenwood, ClearwateN J WilliamsPeritonitis Samuels, George GA Samuels, Julia GA Clearwater, FL Alexanderpneumonia Richard Samuel GA Cleatia FL Clearwater, FL Alexanderwas nursed after pregnancy had occurred, nursing imJames Samuels Clearwater, FL Celia Jackson FL Clearwater, FL Alexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433Sanderson (Infant) B F Clearwater, FL 1925 1925 0 Clearwater, FLSands Walter B M Nausau 1863 1930 67 Largo, FL (County Home)Saunders Alice B F St Augustine, FL1894 1932 38 ClearwaterSaunders Infant B M Clearwater 1936 1936 0 ClearwaterScott Henry B M SC 1869 1918 49 Clearwater, FLScott John B M SC 1874 1938 64 1007 Marshall, ClearwaterScott Max B M Blakely, GA 1920 1939 18 Clearwater BayScrivens Ella B F FL 1883 1923 40 Clearwater, FLScrivens John B FL 1895 1922 27y 5m Odessa, FLSeabrooks Pastoria B F FL 1899 1918 19 Clearwater, FLSee Alphonso B M Jacksonville, FL 1912 1925 13 ClearwaterSelby Henry B M SC 1882 1924 42 N Garden Ave, ClearwaterSermond Rosallie B F Monticello, FL 1911 1938 27 Ingram St, ClearwaterSermons Infant B M Clearwater 1927 1927 0 ClearwaterShade Albert B M Lake City, FL 1901 1925 24 ClearwaterShaw Annie B. B F Chatam Co, GA 1902 1921 19 N. ClearwaterShaw John Franklin B F Clearwater, FL 1925 1925 0y 2m 22d Clearwater, FLShepard Mattie B F Clearwater 1929 1929 0 ClearwaterShow Callie May B F Palatka, FL 1908 1932 24 ClearwaterSimmons Andrew B M Perry, FL 1909 1925 16 ClearwaterSimpkins John B M Clearwater, FL 1897 1932 35 Pinellas County HomeSims Van B M Leon Co, FL 1883 1931 48 Clearwater, FLSinclair Infant B M Clearwater 1937 1937 4 days ClearwaterSingletary Noanah B F Clearwater, FL 1919 1935 16 Clearwater, FLSmall Edd B M FL 1873 1923 50 Clearwater, FLSmith Walter Frank B M Clearwater 1905 1921 15 Lake Weir, Marion CoSmith Mandy B F Lawrence Co, GA 1833 1923 90 Clearwater, FLSmith John B M Valdosta, GA 1875 1921 46y 6m 1d Clearwater, FLSmith Hunter B M Madison County, FL 1882 1928 45y 11m 23d Clearwater, FLSmith Della B F SC 1902 1930 28 ClearwaterSmith Willie B F Ocala, FL 1904 1923 19 Clearwater, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433Cemetery Clearwater Colored Cemetery none singleClearwater Colored Cemetery LaborerClearwater Cook WidowedClearwater Colored Cemetery None SingleColored Cemetery Laborer MarriedClearwater Laborer Married Hanna Hall ScottClearwater Laborer SingleBaptist Church Clearwater Colored Cemetery House Married Floyd ScrivensBaptist Church Colored Cemetery Laborer  ‐ Mill MarriedPrimitive Baptist Colored Cemetery House Work MarriedClearwater Boy SingleM.E. Church Clearwater Colored Cemetery Grocery Store Divorced (WidowCaldacy (?)Clearwater Maid, Housework Married James SermondClearwater Colored Cemetery None SingleClearwater Messenger Boy SingleN. E. Church Col. Clearwater Colored Cemetery House SingleColored Cemetery Clearwater Colored Cemetery none SingleClearwater None SingleClearwater Laundress, Private Family Married Horace ShowClearwater Labor SingleClearwater Colored Cemetery Laborer divorcedNew Zion Church Clearwater Colored Cemetery laborer Married Carrie SimsClearwater None SingleClearwater Student SingleClearwater Colored Cemetery Laborer Grove WidowedClearwater Student SingleCemetery Clearwater Colored Cemetery House Widow WilliamBaptist Church Clearwater Colored Cemetery Laborer Married Fannie SmithClearwater Colored Cemetery Laborer Married Martha SmithClearwater Housework at own home Married Charlie SmithCemetery Clearwater Colored Cemetery House Single 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker403404405406407408409410411412413414415416417418419420421422423424425426427428429430431432433From a fall a few days before time Alfonso Sanderson Gainesville, FL Edna Sanderson Gainesville, FL Clearwater, FL Alexandercerebral hemorrhageCounty Home Alexander______ not a puerperal case, Acute Nephritis Lewis Berry St Augustine, FLMariah Vandike St Augustine, FLClearwater N J WilliamsLifting and Climbing Stairs (Pre‐term?) Alice Lorraine SaunSt Augustine, FLClearwater NoneAscitis, nephritisR.R. Ave, Clearwater AlexanderHypertension, Cerebral Hemorrhage John Scott1007 Marshall, Clearwater Clearwater Funeral HomeDrowning in Clearwater Bay off Seminole St Pier John Scott SC Ida May Hall Blakely, GA Marshall St, Clearwater Clearwater Funeral HomeApoplexy Amos Timmons FL Ammy T____ FL Clearwater, FL AlexanderFloyd Scrivens FL Ella Timons FL AlexanderAbscess of Liver Heard, Jeff GA Simmons, Viola FL Jacksonville Heights, ClearwAlexanderMenen_____ D. S. Lee Valdosta, GA Ruth Nomis Valdosta, GA Clearwater N J Williams_______ of HeartNorth Clearwater, FL AlexanderFever Undetermined Louis Bailey Thomasville, GA Annie Mays Monticello, FL Ingram St, Clearwater Clearwater Funeral HomeDid not see child alive as it was a miscarriage, stillborEugene Sermons GA Rosa Lee Bailey FL 705 Cedar, Clearwater None ‐ FriendsTuberculosis Charley Shade Lake City, FL Georgia Murphy Lake City, FL Clearwater Heights N J Williamsgeneral peritonatis Ammison Shaw GA Malley ______ GA Jacksonville Heights, ClearwAlexanderover laid while asleep Randolph Shaw GA Bessie Shaw FL Clearwater, FL AlexanderDon't Know Hayward Shepard Columbia Emma Pain Columbia NoneBroncho Pneumonia Robert Brooks SC Mattie Richard Ridge Springs, SC 815 Jenkins, Clearwater Mc Rae and FulfordMitral Insufficiency Andrew Simmons Perry, FL Tap_ (?) Quarters, ClearwaN J Williamsdiabetes mel.County Home, Largo Alexandermitral insuficiencyCourt St, Clearwater AlexanderDon't Know George Sinclair Adel, GA Mary Strong Leesburg, FL Jones St, Clearwater Clearwater Funeral HomeTyphoid Fever Samuel Singletary Don't Know Lattize Scott Twin Lake 807 Washington St, Clearwatergunshot wounds, homicide Gibby Small SC Francis ______ SC Clearwater, FL AlexanderDrowned in Lake Weir between 2:30 and 3:00 pm Louis Schofield Gainesville, FLPellagraHeights, Clearwater AlexanderAbcess of liver John Smith Fillis Campbell GA Clearwater, FL AlexanderHemorrhage from lungs/ cause unknown Ike Smith Amanda Smith R.R. Ave, Clearwater Alexanderpulmonary tuberculosis Robert Brooks SC Mattie Richard SC 6 S Greenwood, ClearwateMc Rae and FulfordPellegra John Smith Valdosta, GA Fannie Smith GA Jacksonville Heights, ClearwAlexander 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death434435436437438439440441442443444445446447448449450451452453454455456457458459460461462463464Smith Frank B M Millen, GA 1906 1928 22 ClearwaterSmith Ruby B F Live Oak, FL 1907 1925 18 ClearwaterSmith Henry B M Clearwater, FL 1925 1925 0y 10d Clearwater, FLSmith Infant B M Clearwater 1926 1926 0 ClearwaterSmith Infant B F Clearwater 1930 1930 0 ClearwaterSnead Isac B M SC 1855 1921 66 Clearwater, FLSneed Lillie B F SC 1839 1924 85 Clearwater, FLSneed Isach B M FL 1881 1918 36y 7m Clearwater, FLSpann Infant B F Clearwater, FL 1936 1936 0 Clearwater, FLStanley Rose B F 1880 1916 36 Dunedin, FLStanley John B M GA 1898 1924 26 St Petersburg, FLStates Infant B Clearwater 1927 1927 0 ClearwaterStephenson John B M GA 1864 1924 60 Clearwater, FLStewart Tom Jr B M Clearwater 1929 1929 4 months ClearwaterStewart Frazier B M Gainesville, FL 1910 1938 28 ClearwaterStewart Infant B F Clearwater 1930 1930 0 ClearwaterStreet C. B M GA 1869 1924 55y Clearwater, FLStreeter Parnell B M Chesterfield, SC 1890 1928 38y Dunedin, FLStuarts Infant B M Clearwater 1931 1931 0 ClearwaterSummers (Simmones?) Sallie B F Richmond, KY 1885 1938 53 Clearwater, FLTanner C. A. B M Savannah, GA 1863 1923 60y Clearwater, FLTaylor Sam B M Wadley, AL 1906 1939 33 Clearwater, FLTaylor Infant B M Clearwater 1934 1934 0 ClearwaterTaylor Infant B F Clearwater, FL 1935 1935 0 Clearwater, FLThomas Eliza A.P. B F FL 1897 1930 32y 10m 4d Clearwater, FLThomas Mary Alice B F Clearwater 1925 1925 7 days ClearwaterThomas Rosa Bell B F Atlanta, GA 1877 1919 42y Bellair "Hotel", FLThomas Dorothy Beth B F Clearwater, FL 1937 1937 0 Clearwater, FLThomas Gabriel Bristol B M Columbus, GA 1834 1916 82 Belleair, FLThomas Rubin L. B M Georgia 1874 1931 57y 3m 22d Tampa Shores, FLThomas Ora Lee B F Clearwater, FL 1935 1938 3 Clearwater, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse434435436437438439440441442443444445446447448449450451452453454455456457458459460461462463464Clearwater Colored Cemetery Lather, Griffin Ele_ Co. SingleClearwater Housekeeper SingleCemetery Clearwater Colored Cemetery infant infantClearwater Colored Cemetery None SingleClearwater None SingleClearwater Colored Cemetery Preacher MarriedBaptist Col Church Clearwater Colored Cemetery House Widow Isac SneedCol. Baptist Church Colored Cemetery Laborer SingleClearwater Colored Cemetery none singleHome Wife MarriedBaptist Church Clearwater Colored Cemetery Laborer Married FrannieClearwater Colored Cemetery None SingleNE Church Col Clearwater Colored Cemetery Cook RR Married EllenClearwater None SingleClearwater Common Labor SingleClearwater None SingleClearwater Colored Cemetery Laborer SingleClearwater Colored Cemetery Plasterer Married Marie StreeterClearwater Cemetery None SingleClearwater Colored Cemetery housekeeper married Jim Summers (?)Clearwater Colored Cemetery (PottersPacking House MarriedClearwater Laborer, Fruit Picking DivorcedClearwater Colored Cemetery Infant SingleClearwater Colored Cemetery none SingleClearwater Colored Cemetery laundry worker SingleClearwater Colored Cemetery None SingleColored Cemetery Colored Cemetery Cook SingleClearwater Colored Cemetery Stillborn SingleFarmer MarriedClearwater Colored Cemetery laborer Married Irene ThomasClearwater Colored Cemetery none Single 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker434435436437438439440441442443444445446447448449450451452453454455456457458459460461462463464Hemorrhage from left femoral artery Ella Howard GA Holohaw (?), FL None ‐ Friendspulmonary tuberculosis Ike Smith Live Oak, FL Gussie Girada (?) Live Oak, FL N J WilliamsCongenital _____ Garfield Smith Alachua, FL Luella Smith (nee BNC Jacksonville Heights, ClearwAlexanderPremature Alex Smith Micanopy, FL Lucille Henry GA J D FloydFever Don't Know Ceaser Smith Savannah, GA Addie Smith Savannah, GA NoneSclerosis of Liver SC SC Jacksonville Heights, ClearwAlexanderprobably heart failureClearwater, FL AlexanderMalarial complicated with Pneumonia Sneed, J. C., Rev. SC Brown, Lille SC Jacksonville Heights, ClearwAlexanderStillbornGeorgia Ann Spann Washington Ave, Clearwat Moss Funeral Homecrushed by auto truck (Accident) Joseph B. Stanley GA Annie ______ GA Clearwater, FL AlexanderPremature birthMargie States Micanopy, FL None ‐ FriendsCyrosis of LiverJacksonville Heights, ClearwAlexanderbroncho pneumonia Tom Stewart FL Margie Anna BryanFL 1133 Marshall, Clearwater NoneCerebral Embolism Jack Stewart Gainesville, FL Maggie Bullard Gainesville, FL Clearwater Clearwater Funeral HomeStillborn Fulton Stewart Maggie McCray J M EwellAcute Dilation of HeartClearwater Alexandermyocarditis Joe Streeter SC Katherine SC High Point, NC AlexanderStillborn Fulton Stuarts GA Maggie McCray Clearwater, FL Clearwater J D Floyd and Friendsmyocarditis Will Yatis KY Pauline Harris Richmond, KY_____ and RR Ave N J WilliamsHeart failure C.A. Tanner Sr. Savannah, GA North Clearwater, FL AlexanderPneumonia Labor Jas. Taylor Alabama Beulah Staple Alabama 406 RR Ave, Clearwater J A An____Baby died at once, maybe because of fall mother hadFreddie Taylor GA Elmon Allan Madison, GA 1408 Monroe, Clearwater Nonestill bornDinelia Taylor Georgia Clearwater, FL noneGun shot wounds Grabrel Thomas GA Charity Thomas GA Belmont, Clearwater AlexanderTaken cold with _____ L. Thomas Madison Mary Hollen Williston, FL Clearwater NoneBy ____ run over by Bellview Hotel Bus Thomas, Gabriel GA Foster, Charity GA Bellair, FL AlexanderStillborn Nathaniel Thomas Brooksville, FL Fannie Thomas F__nston, GA Clearwater, FL M J Eigerman (?)Malaria Solomon Thomas Columbus, GA Polly Flowers Columbus, GA Belleaire, FLproberly acute indigestion Alford Thomas Tampa Shores, FL Alexandermalnutrition John Range Josephine Morr___St Petersburg, FL 406 RR Ave Clearwater Funeral Home 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death465466467468469470471472473474475476477478479480481482483484485486487488489490491492493494495Thomas William Mitchell B M FL 1893 1929 36 Florida State Hospital, River Junction, FLThomas Charity Ophelia B F GA 1843 1934 91 ClearwaterThomas Miami B F Columbia, SC 1835 1925 90 ClearwaterThomas Mary B F Ocala, FL 1844 1928 84y Clearwater, FLThomas Sam B M Madison Co 1907 1931 23 BartowThomas William 1930Tice Elias B M Dunedin, FL 1924 1925 0y 9m Dunedin, FLTobin Ebenezer B M 1871 1915 44 Clearwater, FLTucker Herbert B M Perry, FL 1925 1927 1y 6m 11d Dunedin, FLTurner Camilia B F Charleston, SC 1890 1937 47 ClearwaterTurner George B M Kingstree, SC 1917 1932 15 ClearwaterTurner Arthur B M Perry, FL 1925 1925 6 months ClearwaterTyson Nellie B F Bradford, FL 1872 1926 54 Lakeland, FLWadhim (Wadkins?) James R. B M Orange Lake, FL 1895 1922 28y 6m 28d Dunedin, FLWalker Lillie Mae B F Clearwater, FL 1932 1932 0y 2m 12d Clearwater, FLWallace Edwin E B M Clearwater 1932 1934 1 Morton Plant Hospital, ClearwaterWallace Johnson B M Clearwater 1926 1926 0 ClearwaterWalton James B M Dunedin 1926 1926 11 days DunedinWard Infant B Clearwater 1927 1927 0 ClearwaterWarren Aaron B M Georgia 1901 1936 35 Clearwater, FLWashington Marion Junius B M Clearwater 1934 1934 0 ClearwaterWashington Mary L B F GA 1908 1937 28 Morton Plant Hospital, ClearwaterWashington Salma B F GA 1902 1921 19y Clearwater, FLWashington Willie B M Clearwater 1905 1936 31 ClearwaterWatkins James B M Marion Co, FL 1877 1935 58 DunedinWatson Peggy B F Gainesville, FL 1860 1937 77 St PetersburgWest William B M NC 1870 1918 48y N Clearwater, FLWest Lizzie B F GA 1890 1937 47 ClearwaterWest Henry B M GA 1882 1921 39y Clearwater, FLWhitfield Andrew B M Largo, FL 1920 1923 2y Largo, FLWigfall Carrie B F Edgefield, SC 1878 1932 54 Clearwater 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse465466467468469470471472473474475476477478479480481482483484485486487488489490491492493494495Clearwater Golf Caddie MarriedClearwater Colored Cemetery Home WidowClearwater Housekeeper WidowBaptist Church (col) Clearwater Colored Cemetery at home Married Peter ThomasClearwater Phosphate Mine Labor SingleClearwater Colored Cemetery Clearwater Colored Cemetery none SingleClearwater (Pottersfield: Clearwater) Laborer MarriedClearwater Colored Cemetery None SingleClearwater Housekeeper Married Henry TurnerClearwater Student SingleClearwater Baby SingleClearwater Cook WidowedNE Church Col Clearwater Colored Cemetery Taxi Driver Married LizzieClearwater Colored Cemetery none SingleClearwater none SingleColored Cemetery None SingleClearwater None SingleClearwater Colored Cemetery None SingleClearwater Cemetery Laborer Married Levada WarrenClearwater Cemetery none SingleClearwater Cook Married Willie WashingtonNE Col. Clearwater Colored Cemetery House Married Sam WashingtonClearwater Labor Married Ellenda WashingtonClearwater Cement Finisher Widow Sarah WatkinsClearwater Housewife WidowColored Cemetery Laborer Married Eliza?Clearwater Cook Widow William WestCemetery Clearwater Colored Cemetery Laborer Married Emma WestClearwater Colored Cemetery none singleClearwater Housekeeper Widowed Shedon 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker465466467468469470471472473474475476477478479480481482483484485486487488489490491492493494495broncho pneumoniaFlorida State Hospital, PineClarkHeart Disease Alfred Foster GA Ann Foster GA 1536 Greenwood Ave, CleaAlexanderToxemia505 Garden ave, ClearwateN J Williamsaortitis w/ dilation of heart Howard SC Rachel SC Clearwater, FL AlexanderGas Bacillus Gangrene, gunshot wound of left forearmEdmon Thomas Madison Co Cora Philys GAAlexandercongenital ____ William D. Tice FL Louisa Jennings FL Dunedin, FL AlexanderFracture of Cervical Vertebra (Legally Hanged)Clearwater Alexanderbroncho pneumonia Lucian Tucker FL Constance FL AlexanderMyocardial Insufficiency Lawrence Mathis SC 907 Madison, Clearwater N J WilliamsMeningitis, Influenza Edward Turner Kingstree, SC Annie Bell Gray Kingstree, SC Bellair St N J WilliamsBronchitis Arthur Turner Allie Mae Coleman Perry, FL Clearwater N J WilliamsApoplexy Adam LaineClearwater Harry OldhamTuberculosis James Wadhim Orange Lake, FL Sarah Wilson FL Dunedin, FL Alexandertetanus spasmophilia Olen Walker GA Rosa Melines GA Clearwater, FL AlexanderBroncho Pneumonia Harrison Wallace Sumpter Co, FL Susan B. Fran____Sumpter Co, FL 1206 RR Ave, Clearwater AlexanderAsphyxia Harrison Wallace GA Susie Franklin GA None ‐ FriendsCleft Palate James Walton Russell Co, GA Pauline Jackson Russell Co, GALived only 5 min ‐ Don't know cause of death Porter Ward Alachua, FL Florence Ward Batesbury, SC None ‐ FriendsAaron Warren came to his death by being shot with aGeorge Warren GA Sallie Moin GA 1204 Madison, Clearwater McRaePremature Birth Marion Washington SC Willa M. WashingtoLake Co, FL Hart St near Palm Bluff, CleNoneSepticemiaAlice Adams Louisville, GA 707 Palmetto St, ClearwateClearwater Funeral HomeTuberculosis David Hillery FL Lena Hillery FL Clearwater, FL AlexanderDead on arrival, possibly acute nephritis Tom Washington SC Hattie King SC 1213 RR Ave, Clearwater N J WilliamsChronic Myocarditis Nelson Watkins Marion Co, FL Hannah Wilson Marion Co, FL 361 Hancock St, Dunedin Mc Rae and FulfordCerebral Hemorrhage963 4th Ave South, St PeteClearwater Funeral HomeDropsy West, Bryant NC , Lizzie Clearwater, FL AlexanderCoronary Thrombosis GA Annie Griffin Bullock, GA Central Ave, Clearwater Clearwater Funeral HomeStroke paralysis Henry West GA GA Jacksonville Heights, ClearwAlexandercongestion of bowels Richard Whitfield West Indies Litha Bass FLA Largo, FL AlexanderCerebral HemorrhageClearwater N J Williams 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death496497498499500501502503504505506507508509510511512513514515516517518519520521522523524525526Wigfall Eulie B M Register, GA 1890 1939 49 Tarpon SpringsWigfall Henry B M Clearwater 1928 1928 0 ClearwaterWigfall James B M Clearwater 1929 1929 0 ClearwaterWigfall Loetter B M Clearwater 1930 1930 15 days ClearwaterWilliams Henry Jr B M Madison, FL 1916 1934 18 Morton Plant Hospital, ClearwaterWilliams Robert B M VA 1848 1921 73y Largo, FLWilliams Mary B F Warsaw, NC 1859 1927 68 DunedinWilliams Isaac B M 1866 1928 62y Largo ‐ County HomeWilliams George B M 1867 1919 52y Clearwater, FLWilliams Job B M Madison, FL 1867 1932 65 LargoWilliams Levi B M Gainesville, FL 1867 1937 70 ClearwaterWilliams Sallie B F Hernando Co, FL 1870 1928 58 ClearwaterWilliams Edgar B M FL 1871 1924 52y Clearwater, FLWilliams Margaret B F FL 1876 1933 57 ClearwaterWilliams Robert B M Clearwater 1877 1931 54 ClearwaterWilliams Henry B M FL 1882 1924 42y Clearwater, FLWilliams Eliza B F Gainesville, FL 1882 1933 51 St PetersburgWilliams Alice B F Gainesville, FL 1888 1937 49 ClearwaterWilliams Marie B F 1897 1933 36 LargoWilliams Mary B F VA 1900 1937 37 Morton Plant Hospital, ClearwaterWilliams Alverna B F Clearwater 1912 1938 26 Morton Plant Hospital, ClearwaterWilliams Mary B F Bradentown, FL 1913 1923 9 Bellair Heights, FLWilliams Frank B M Ft Volley (?), GA 1916 1939 23 County Hospital, LargoWilliams Mamie B F Live Oak, FL 1917 1938 22 ClearwaterWilliams Vernal B M FL 1924 1938 14 ClearwaterWilliams Infant B M Clearwater 1927 1927 0 ClearwaterWilliams (infant) B M Oldsmar, FL 1928 1928 3d Oldsmar, FLWilliams Infant B M Oldsmar, FL 1928 1928 3 days Oldsmar, FLWilliams Infant B F Clearwater 1931 1931 0 ClearwaterWilliams Infant B F Clearwater 1934 1934 0 ClearwaterWilliams Infant B F Largo, FL 1934 1934 0 Oakhurst, Pinellas 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse496497498499500501502503504505506507508509510511512513514515516517518519520521522523524525526Clearwater Barber Married Jennie Mae WigfallClearwater Colored Cemetery None SingleClearwater None SingleClearwater None SingleClearwater Labor, Orange Grove SingleCemetery Clearwater Colored Cemetery Laborer SingleClearwater None Widow Arch WilliamsClearwater Colored Cemetery noneClearwater Colored Cemetery (Potterslaborer DivorcedClearwater Colored Cemetery Common Labor WidowedClearwater Labor Married Alice WilliamsColored Cemetery Domestic, cooking and washing Married Bud WilliamsBaptist Church Clearwater Colored Cemetery Drayman Married LucyClearwater Colored Cemetery House Wife Married James WilliamsClearwater Labor Married Fannie WilliamsM.E. Col Church Clearwater Colored Cemetery Plaster Mixer Married Bessie WilliamsClearwater Housekeeper WidowClearwater Housekeeper Married Levi WilliamsClearwater Laundry at Home WidowClearwater Housekeeper SingleClearwater House Maid Married WilliamsClearwater Colored Cemetery none SingleClearwater Filling Station Attendant SingleClearwater Domestic MarriedClearwater Student SingleClearwater Colored Cemetery None SingleClearwater Colored Cemetery none SingleClearwater None SingleClearwater Cemetery none SingleColored Cemetery none SingleClearwater none Single 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker496497498499500501502503504505506507508509510511512513514515516517518519520521522523524525526Accidental drowning, overturned row boat Arthur Wigfall Edgefield, SC Carrie Terry NC 713 Mable, Clearwater N J WilliamsStillborn Eddie Wigfall Emanuel Co Hattie (?) Wigfall Bollock Co None ‐ FriendsStillborn Eddie Wigfall GA Hattie Smith GA FriendsWhooping Cough Eddie Wigfall Garfield, GA Hattie Smith Garfield, GA None ‐ FriendsLabor Pneumonia, Pericarditis, Diptheria Henry Williams Savannah, GA Minnie Campbell GA Largo, FL Mc Rae and FulfordNephritisLargo, FL AlexanderMyocarditis, Endocarditis, Nephritis A. Carlton Galveston, TX Hancock St, Dunedin Edw McRae Co.cerebral hemorrhage with paralysisPinellas County Home AlexanderAcute IndigestionClearwater Heights AlexanderProbably Heart Failure Andy Williams AL Caroline SC McMullin Quarters Mc Rae and FulfordMyocardial Insufficiency Gaiden Tisby Gainesville, FL 811 Madison St, ClearwateN J Williamsdiabetes mel. Nat Oneal807 Madison, Clearwater N J Williamsindigestion acute Henry Williams FL Clara Bush SC Clearwater, FL AlexanderCerebral Hemorrhage Richard Gaines GA Margaret SingletonFL Chestnut Street, ClearwateAlexanderChronic NephritisClearwater N J WilliamsValvular Disease of HeartClearwater AlexanderCerebral Hemorrhage350 Jackson N, St PeterburN J WilliamsCarcinoma of Cervix811 Madison St, ClearwateN J WilliamsProbably Heart Trouble_____ McMullen Quarters Mc Rae Brain Abcess Zack Simmons Americus, GA 907 Ma____, Clearwater N J WilliamsHemorrhage, stab wounds to chest and loins. ProbabPeter Grisset SC Lizzie Robertson Washington, NC 1023 RR Ave, Clearwater Clearwater Funeral HomeWorms? Convulsions Jim Williams SC Mary Boatright SC Bellair Heights, ClearwaterAlexanderAcute nephritis Rubin Williams Bibs Co, GA Christine Harris Ft. Valley, GA 1123 Washington St, Clear AndersonLabor Pneumonia Frank Williams Wilmington, GA Daisy Richardson Madison, FL Madison St, Clearwater Mc Rae and Mc RaeAccidental drowning, diving in creek Cary Williams FL Susie ____ LA N RR Ave, Clearwater Clearwater Funeral HomeStillborn Otis Williams FL B. Taylor Madison, GA None[unclear] Charlie Williams NC Connie Williams GA Oldsmar, FL AlexanderPremature Charlie Williams NC Connie Williams GA AlexanderStillborn Odes Williams Wiliston, FL D. Taylor Madison, GA Clearwater EwellStillbornVivian Williams Lyons, GA Palmetto Pt, Clearwater NonePremature Birth Andrew Williams GA GA Friends 1ABCDEFGHI JLast Name First Name Middle Race Sex Place of Birth Year of Birth Year of Death Age at Death Place of Death527528529530531532533534535536537538539540541542543544545546547548549550551552553Williamson Arch B M Lumberton, NC 1856 1929 73 DunedinWilliamson Jeff B M 1925 Largo, FLWilson Hester B F SC 1853 1926 73y Dunedin, FLWilson Tiller B F Madison, FL 1869 1934 65 LargoWilson Addie B F Millen, GA 1911 1935 24 ClearwaterWilson Charlie B M SC 1913 1935 22 DunedinWilson Francis B F Dunedin 1932 1939 7 DunedinWingo Willie May B F VA 1901 1924 23y Clearwater, FLWooden Infant B M Clearwater 1927 1927 0 ClearwaterWoodridge Infant B M Clearwater 1931 1931 0 ClearwaterWright Elizabeth B F Clearwater, FL 1913 1920 6y 6m Clearwater, FLWynn Viola B F Duval Co, FL 1910 1939 29 ClearwaterWynn Infant B M Clearwater 1924 1924 0 ClearwaterWynn Infant B F Clearwater 1926 1926 0 ClearwaterYapp Rosa Lee B F Laurence, GA 1900 1922 22y Clearwater, FLYarn Infant B F Clearwater 1924 1924 0 ClearwaterYopp Rosella B F GA 1856 1926 70y Clearwater, FLYopp Julius B M GA 1857 1929 72y Clearwater, FLYopp Jimmie B M GA 1894 1926 31y 7m 8d Clearwater, FLYopp Will B M GA 1895 1934 49 ClearwaterYopp William B M Dexter, GA 1914 1951 37Young Queen Ester B F Oakland, FL 1935 1936 1y 10m Clearwater, FLYoung Dave B M Montezuma, GA 1895 1930 34y 11m 27 Tampa Shores, FLYoung Curtis B M Ocala, FL 1912 1938 26 Morton Plant Hospital, ClearwaterYoungblood John W M Edgefield, SC 1865 1935 70y Pinellas County HomeZaff Rosa Lee B F GA 1900 1922 22 South ClearwaterZimmerman Andy B M Sumpter, SC 1842 1921 79 N. Dunedin, FL 1KL MNOFuneral Location Where Interred Occupation Marital Status Spouse527528529530531532533534535536537538539540541542543544545546547548549550551552553Clearwater Laborer WidowedClearwater Colored Cemetery Clearwater Colored Cemetery laborrerClearwater Colored Cemetery House WidowClearwater Domestic WidowClearwater Housekeeper Married Ralph WilsonClearwater Cook Married Eva WilsonClearwater Student SingleClearwater Colored Cemetery House Married_sarel (?) WingoClearwater Colored Cemetery None SingleSt Matthews Cemetery Stillborn SingleCol. Church Colored Cemetery none SingleClearwater Cook in Private Home Married John WynnClearwater None SingleColored Cemetery None SingleCemetery Clearwater Colored Cemetery House SingleColored Cemetery None SingleColored Cemetery Clearwater Colored Cemetery House Married Julius YoppClearwater Colored Cemetery Laborer Widow Rosella SmithClearwater Colored Cemetery Musician (Piano Player ‐ Totally Blind) SingleClearwater Fruit Picker in Orange Grove Married Maggie YoppSt Matthews Cemetery Mattress Factory/Soldier Married Vivian YoppClearwater Col. Cemetery Clearwater Colored Cemetery Infant SingleClearwater Colored Cemetery Taxi Driver Married Georgia YoungClearwater Fruit Picker in Orange Grove Married Alethea YoungCemetery Clearwater Colored Cemetery cook & laborerClearwater Colored Cemetery SingleClearwater Colored Cemetery Farmer Married Nancy 1PQRSTUVCause of Death Father Father's Place of Birth Mother Mother's Place of Birth Residence Undertaker527528529530531532533534535536537538539540541542543544545546547548549550551552553MyocarditisDunedin Edward W Stonechronic nephritisAlexandercancer of stomach I. Hammons SC SC Dunedin, FL Alexanderheart block and cerebral hemorrhage Andy Williams AL Carolina ___kinson SC Largo, FL Mc Rae and FulfordBrain Abcess Cesar Smith NC Ella Howard NC Clearwater N J WilliamsPlurisy John Wilson SC Mary Wright SC 1047 Douglas Ave, DunedinMc Rae and FulfordConcussion of brain, fracture of skull, hemorrhage, shCharlie Wilson Columbia SC Emma Jenkins SC Dunedin Clearwater Funeral Homepuerpal septicaemia Mark Porter VA Fannie ‐ VA Clearwater, FL AlexanderStillborn Allen Wooden GA Annie May Bl_ch Dothan, AL Clearwater NoneStillborn Peter Woodridge SC Emma Bennett SC Greenwood Park, ClearwatNoneInflamation of intestines F.A. Wright FL ‐ Sanders GA Clearwater, FL AlexanderCerebral Apoplexy Issac Boykins Bullock, GA Lizzie Kimble Bullock, GA 1109 Washington St, Clear AndersonStillborn John Wynn Monticello, FL Viola Balkin Alachua, FL None ‐ FriendsStillborn Jno. Wynn Jefferson Co, FL Viola Barkin Bradford Co, FL NoneDermoid tumor Jule Yapp GA Rose Smith GA Clearwater, FL AlexanderMiscarriage Elder Yarn Aucilla, FL Lillie Rawls Ocala, FL None ‐ Fathercancer of stomach Judin Smith GA Maude Smith GA Clearwater, FL AlexanderChr. Myocarditis Sam Yopp GA Henrietta Yopp GA Pearce St, Clearwater Alexanderorganic heart disease Jewel (Julius?) Yopp GA Rosella Yopp GA Georgia AlexanderCerebral Hemorrhage Julius Yopp GA Rosella Smith GA Madison Ave, Clearwater Alexander109 Madison Ave, Clearwateracute bronchitis Evan Young Oakland, FL Ula Reed Oakland, FL Clearwater Heights Alexanderauto accident‐unavoidable Lee Young GA Mary Childs GA Clearwater, FL AlexanderLabor Pneumonia Joe Young Mary Finley Clearwater Clearwater Funeral Homechfonic nephritis/myocarditis Edgefield, SC Indian Rocks AlexanderDermoid Tumor J. Zaff GA R. Smith GA AlexanderHeart Disease SC SC Dunedin, FL Alexander Archaeological Ground Truthing and Verification at the St Matthews Baptist Church Cemetery Clearwater, Florida Cardno C-1September 2021, Final Report www.cardno.com About Cardno Cardno is an ASX-200 professional infrastructure and environmental services company, with expertise in the development and improvement of physical and social infrastructure for communities around the world. Cardno’s team includes leading professionals who plan, design, manage, and deliver sustainable projects and community programs. Cardno is an international company listed on the Australian Securities Exchange [ASX:CDD]. Cardno Zero Harm At Cardno, our primary concern is to develop and maintain safe and healthy conditions for anyone involved at our project worksites. We require full compliance with our Health and Safety Policy Manual and established work procedures and expect the same protocol from our subcontractors. We are committed to achieving our Zero Harm goal by continually improving our safety systems, education, and vigilance at the workplace and in the field. Safety is a Cardno core value and through strong leadership and active employee participation, we seek to implement and reinforce these leading actions on every job, every day. Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: Res. 21-35 Agenda Date: 12/2/2021 Status: City Manager ReportVersion: 1 File Type: ResolutionIn Control: Engineering Department Agenda Number: 9.3 SUBJECT/RECOMMENDATION: Accept a sidewalk easement from Sarah L. Williamson for the construction, installation and maintenance of a public sidewalk on real property located at 1157 Russell Street and adopt Resolution 21-35. SUMMARY: This Sidewalk Easement will grant the City rights for construction, installation, and maintenance of a public sidewalk on this residential property. This sidewalk will connect to an existing sidewalk, to the east, and provide erosion control on this property. The City Engineering Department recommends acceptance of this easement. Page 1 City of Clearwater Printed on 12/1/2021 [A05-00152 /234722/1] Resolution No. 21-35 RESOLUTION NO. 21-35 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA ACCEPTING A SIDEWALK EASEMENT FROM SARAH L. WILLIAMSON, FOR THE CONSTRUCTION, INSTALLATION, AND MAINTENANCE OF CITY SIDEWALK; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater requires a sidewalk easement from SARAH L. WILLIAMSON for the construction, installation, and maintenance of a sidewalk; and WHEREAS, by this Resolution, the City Council of the City of Clearwater wishes to accept said grant of easement; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER FLORIDA: Section 1. The City Council of the City of Clearwater hereby accepts the Sidewalk Easement, a copy of which is attached hereto and incorporated herein as Exhibit “A” to Resolution 21-35. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this ______ day of _________________, 2021. ________________________________ Frank Hibbard Mayor Approved as to form: Attest: ___________________________ ________________________________ Laura Mahony Rosemarie Call Senior Assistant City Attorney City Clerk TANGERINE ST RUSSELL ST N MADISON AVE 1147115111511157115011391149114311611312 1310 116011591308 AERIAL MAP Proposed 7' Sidewalk Easement ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com JB TM N.T.S.269A 10-29s-15e11/10/21Map Gen By:Reviewed By:S-T-R:Grid #:Date:Scale: Proposed Sidewalk Easement1157 Russell Street Document Path: C:\Users\James.Benwell\City of Clearwater\Engineering Geographic Technology - GIS\Engineering\Location Maps\PropSWEas_1157Russell.mxd Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: Res. 21-36 Agenda Date: 12/2/2021 Status: City Manager ReportVersion: 1 File Type: ResolutionIn Control: Engineering Department Agenda Number: 9.4 SUBJECT/RECOMMENDATION: Accept the assignment of a Drainage Easement from Pinellas County, a political subdivision of the State of Florida, as recorded in Official Records Book 2780, Page 68 of the Public Records of Pinellas County, Florida, for the construction, installation and maintenance of city drainage facilities on real property located at 2701 Via Cipriani and adopt Resolution 21-36. SUMMARY: The subject drainage easement encompasses a stormwater ditch along the north property line of Grand Bellagio at Baywatch Condominiums. Property owners directly adjacent to the ditch and the majority of the contributing area flowing into this stormwater conveyance feature are City of Clearwater residents, paying the associated stormwater utility fees. At the City of Clearwater’s request, Pinellas County has approved the transfer of the subject 30-foot easement to City of Clearwater jurisdiction. Page 1 City of Clearwater Printed on 12/1/2021 Resolution No. 21-36 RESOLUTION NO. 21-36 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA ACCEPTING THE ASSIGNMENT OF A DRAINAGE EASEMENT FROM PINELLAS COUNTY, FLORIDA, FOR THE CONSTRUCTION, INSTALLATION, AND MAINTENANCE OF CITY DRAINAGE FACILITIES; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater has requested the assignment of a drainage easement from PINELLAS COUNTY, FLORIDA for the construction, installation, and maintenance of drainage facilities; and WHEREAS, by this Resolution, the City Council of the City of Clearwater wishes to accept said transfer of easement; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER FLORIDA: Section 1. The City Council of the City of Clearwater hereby accepts the Assignment of Drainage Easement, a copy of which is attached hereto and incorporated herein as Exhibit “A” to Resolution 21-36. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this ______ day of _________________, 2021. ________________________________ Frank Hibbard Mayor Approved as to form: Attest: ___________________________ ________________________________ Matthew J. Mytych, Esq. Rosemarie Call Assistant City Attorney City Clerk Page 1 of 4 Prepared by and return to: Pinellas County Administrative Services Facilities and Real Property Division Attn: Rebecca Lishefski 509 East Avenue South Clearwater, FL 33756 ASSIGNMENT OF DRAINAGE EASEMENT THIS ASSIGNMENT OF A DRAINAGE EASEMENT is entered into this ________ day of _____________________, 2021 (“Effective Date”), by and between PINELLAS COUNTY, a political subdivision of the State of Florida, through its Department of Administrative Services, Facilities and Real Property Division, whose address is 509 East Avenue South, Clearwater, Florida 33756, hereinafter referred to as “COUNTY,” and the CITY OF CLEARWATER, a municipal corporation of the State of Florida, whose address is 100 S. Myrtle Avenue, Florida, 33756, hereinafter referred to as “CITY” (collectively the “Parties”). WHEREAS, a Drainage Easement was entered into on June 19, 1967, by and between ROY M. SPEER, and COUNTY that did grant and convey unto COUNTY, a perpetual Drainage Easement, subsequently recorded in Official Records Book 2780, Page 68, the nature and description of which is further described in Exhibit “A”, attached hereto and incorporated herein (the “Easement”); and WHEREAS, the COUNTY received a written request from the CITY to transfer the Easement; and WHEREAS, the COUNTY desires to grant and transfer the Easement to the CITY and the CITY desires to accept said Easement. NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, the COUNTY as of the Effective Date, does hereby grant and transfer, and CITY hereby accepts, the Easement. 1. The above recitals are true and correct and incorporated herein. 2. COUNTY does hereby grant and transfer the Easement to CITY. 3. CITY hereby accepts the Easement transfer. Page 2 of 4 4. This transfer shall divest COUNTY of all legal rights, responsibilities, and obligations associated with its ownership interest of the Easement. 5. CITY shall assume all legal rights, responsibilities, and obligations associated with its ownership interest of the Easement. IN WITNESS WHEREOF, the Parties have set their respective hand effective on the dates shown below: SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: WITNESSES: COUNTY: ___________________________________ PINELLAS COUNTY, FLORIDA a political subdivision of the State of Florida Print Name: _________________________ By: ________________________________ ___________________________________ Joseph Lauro, Director, Administrative Services Print Name: _________________________ Date: _______________________________ Page 3 of 4 SIGNED, SEALED AND DELIVERED IN THE PRESENCE OF: WITNESSES AS TO BOTH MAYOR AND CITY: CITY MANAGER’S SIGNATURES: CITY OF CLEARWATER, FLORIDA ___________________________________ a municipal corporation of the State of Florida Print Name: _________________________ By: ________________________________ ___________________________________ Frank V. Hibbard Mayor Print Name: _________________________ Date: _______________________________ By: ________________________________ Jon Jennings City Manager Date: ______________________________ REVIEWED AND APPROVED: ATTEST: _____________________________________ ____________________________________ Print Name: __________________________ Print Name: _________________________ Matthew J. Mytych, Esq. Rosemarie Call Assistant City Attorney City Clerk (SEAL) Page 4 of 4 EXHIBIT “A” Attached in Legistar. To be added to the PDF final document. EXHIBIT "A" US Hwy 19 NVIACIPRIANIV I A C A P R I V IATIVOLIE US-19 FRONTAGE RDFLO U R N OYCIREFLOURNOY CIR WFLOURNOY WAY FLOURNOY PLZ FLOURNOY CIR S AERIAL MAP JB TM 318A 20-29s-16e 11/09/21Map Gen By:Reviewed By: S-T-R:Grid #: Date:Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Drainage Easement to be Assigned to City of Clearwater Drainage Easement to be Assigned ² N.T.S.Scale: GRAND BELLAGIO AT BAWATCH CONDOMINIUMS Document Path: C:\Users\James.Benwell\City of Clearwater\Engineering Geographic Technology - GIS\Engineering\Location Maps\GrandBellagioEasTrans.mxd Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#21-9989 Agenda Date: 12/2/2021 Status: City Manager ReportVersion: 1 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 9.5 SUBJECT/RECOMMENDATION: Appoint one member to the Neighborhood and Affordable Housing Advisory Board, as a citizen who resides within the City of Clearwater, with a term to expire November 30, 2025. SUMMARY: APPOINTMENT WORKSHEET BOARD: Neighborhood and Affordable Housing Advisory Board (NAHAB) TERM: 4 years APPOINTED BY: City Council FINANCIAL DISCLOSURE: Not Required RESIDENCY REQUIREMENT: N/A (See Special Qualifications) MEMBERS: 7 CHAIRPERSON: Camille Hebting MEETING DATE: 2nd Tues. most months PLACE: Main Library/Council Chambers STAFF LIAISON: Chuck Lane APPTS. NEEDED: 1 SPECIAL QUALIFICATIONS: Board to have 1 member in each: Real Estate Professional in Connection with Affordable Housing; Clearwater Resident; Residential Home Building Industry; Advocate for Low Income Housing; Not-For-Profit Provider of Affordable Housing; Banking/Mortgage Industry; Employer’s Representative. THE FOLLOWING ADVISORY BOARD MEMBER HAS A TERM WHICH WILL BE EXPIRING AND NOW REQUIRE REAPPOINTMENT FOR A NEW TERM OR REPLACEMENT BY A NEW APPOINTEE: 1. Carmen Santiago - 525 McLennan St., 33756 - Victim/Witness Counselor Original Appointment: 3/17/16 (--3 Absences in the last year) (currently serving 1st term until 11/30/21) Interest in reappointment: Yes (Citizen who resides within the City of Clearwater) Page 1 City of Clearwater Printed on 12/1/2021 File Number: ID#21-9989 THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY (Citizen who resides within the City of Clearwater): 1.Melissa Collie - 1117 Fairmont St., 33755 - Home Daycare Provider 2.Deena Stanley - 1280 Lakeview Rd., Lot 339, 33756 - Tax & Payroll Accounting 3. Nicholas West - 111 N. Nimbus Ave., 33765 - Political Analyst Zip codes of current members: 1 - 33703 1 - 33711 1 - 33755 2 - 33756 1 - 33774 1 - 34222 Current Special Qualifications: 1 citizen actively engaged in the banking or mortgage Industry in connection with affordable housing 1 citizen actively engaged in the residential home building industry in connection with affordable housing 1 citizen who resides within the City of Clearwater 1 citizen actively engaged as a real estate professional in connection with affordable housing 1 citizen actively engaged as an advocate for low-income persons in connection with affordable housing 1 citizen actively engaged as a not-for-profit provider of affordable housing 1 citizen who represents employers within the City of Clearwater Page 2 City of Clearwater Printed on 12/1/2021