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12/03/2020Thursday, December 3, 2020 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 3, 2020City 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 p.m. the day before the meeting (December 2) 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. 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.) 4.1 Clearwater Going Home Presentation - Ed Thiebe 5. Approval of Minutes 5.1 Approve the minutes of the November 19, 2020 City Council Meeting as submitted in written summation by the City Clerk. 6. Citizens to be heard re items not on the agenda Page 2 City of Clearwater Printed on 12/2/2020 December 3, 2020City Council Meeting Agenda 7. 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. 7.1 Approve a Contract for Purchase of a 1.4 acre MOL parcel of land located at Hoyt Avenue by the City of Clearwater of certain real property owned by Intra-Urban Investments, LLC, with a purchase price of $290,000 and total expenditures not to exceed $296,000; authorize the appropriate officials to execute same, together with all other instruments required to affect closing; and transfer funds from Open Space Impact Fees and Recreation Land Impact Fees to CIP315-93133 Park Land Acquisition in a first quarter budget amendment. (consent) 7.2 Award a Construction Contract to Gator Grading and Paving LLC, of Palmetto, Florida, for the 2021 Roadway Resurfacing project, per Invitation to Bid (ITB) 19-0045-EN, in the amount of $2,550,000 for an initial one-year term with an option to renew for three additional one-year renewal terms on a unit price basis and authorize the appropriate officials to execute same. (consent) 7.3 Authorize a Purchase Order with W.W. Grainger, Inc. (Grainger) for the purchase of maintenance, repair and operating supplies in the initial not to exceed amount of $131,250.00, beginning December 4, 2020 through June 30, 2021, with the option for two, one-year extensions in the annual amount of $225,000.00 through June 30, 2023 , per Clearwater Code of Ordinances Section 2.564(1)(d) Other Government Entities’ Bids, and, authorize the appropriate officials to execute same. (consent) 7.4 Appoint Greg A. Brown to the Municipal Code Enforcement Board with a term to expire October 31, 2023. (consent) 7.5 Appoint Helen A. Amburgey to the Library Board with a term to expire December 31, 2024. (consent) 7.6 Approve an amended agreement for Red Light Camera Hearing Officer services with Nancy Mag, Esq. to increase the monthly retainer to $500 and authorize the appropriate officials to execute same. (consent) Public Hearings - Not before 6:00 PM Page 3 City of Clearwater Printed on 12/2/2020 December 3, 2020City Council Meeting Agenda 8. Second Readings - Public Hearing 8.1 Adopt Ordinance 9396-20 on second reading, annexing certain real property whose post office address is 2079 Burnice Drive, 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 9397-20 on second reading, amending the future land use plan element of the Comprehensive Plan of the city to designate the land use for certain real property whose post office address is 2079 Burnice Drive, Clearwater, Florida 33764, upon annexation into the City of Clearwater, as Residential Low (RL). 8.3 Adopt Ordinance 9398-20 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post office address is 2079 Burnice Drive, Clearwater, Florida 33764, upon annexation into the City of Clearwater, as Low Medium Density Residential (LMDR). 8.4 Adopt Ordinance 9429-20 on second reading, vacating a 30 foot right-of-way easement described as the South 280’ of the East 30’ of the following described tract: Commence at the NE corner of Gulf To Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County, Florida; run thence S 89° 57’ 24” E, a distance of 200.00 feet to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00 feet, thence S 00° 20’ 15” E, a distance of 300.00 feet, thence N 89° 57’ 24” W, a distance of 100.00 feet, thence N 00° 20’ 15” W, a distance of 300.00 feet to the point of beginning, as recorded in Official Records Book 5870, Page 761 of the Public Records of Pinellas County, Florida. 8.5 Adopt Ordinance 9430-20 on second reading, vacating a 20 foot drainage and utility easement described as the North 20’ and South 15’ of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57’ 24” E, a distance of 200.00’ to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00’, thence S 00° 20’ 15” E, a distance of 300.00’, thence N 89° 57’ 24” W, a distance of 100.00’, thence N 00° 20’ 15” W, a distance of 300’ to the Point of Beginning, as recorded in O.R. Book 5858, Page 1539 of the Public Records of Pinellas County, Florida. Page 4 City of Clearwater Printed on 12/2/2020 December 3, 2020City Council Meeting Agenda 8.6 Adopt Ordinance 9431-20 on second reading, vacating portion of a 15 foot drainage and utility easement and a 10 foot drainage and utility easement described as The East 15’ of the West 545’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 285’ and the East 10’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 330’, as recorded in O.R. Book 4082, Page 117 of the Public Records of Pinellas County, Florida. 8.7 Adopt Ordinance 9432-20 on second reading vacating a 20-foot drainage and utility easement described as The North 20’ of the East 200’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, as recorded in O.R. Book 5950, Page 1028 of the Public Records of Pinellas County. 9. City Manager Reports 9.1 Disapprove Construction Manager at Risk (CMAR) proposal from Skanska, Inc. of Tampa, FL, for the renovations of the Clearwater Main Library for Imagine Clearwater (17-0031-EN) at the Guaranteed Maximum Price (GMP) of $6,420,156.69 and authorize the appropriate officials to execute same. 9.2 Approve the Ft. Harrison Avenue Complete Streets Study Final Report, a Complete Streets concept plan for Ft. Harrison Avenue, from Belleair Road to N. Myrtle Avenue, authorize transmittal to Forward Pinellas and other jurisdictions for the completion of the Forward Pinellas Complete Streets Grant Program agreement (approved via Resolution 19-09) and adopt Resolution 20-37. 9.3 Appoint one member to the Environmental Advisory Board with a term to expire October 31, 2024. 9.4 Appoint one member to the Nuisance Abatement Board to fill the remainder of an unexpired term until August 31, 2023. 9.5 Confirm COVID-19 Emergency Proclamation and adopt Resolution 20-62. 10. City Attorney Reports 11. Other Council Action 11.1 Ocean Allies Pledge - Mayor Hibbard 11.2 Replace Go Vote banner with positive messages - Councilmember Beckman 12. Closing comments by Councilmembers (limited to 3 minutes) Page 5 City of Clearwater Printed on 12/2/2020 December 3, 2020City Council Meeting Agenda 13. Closing Comments by Mayor 14. Adjourn Page 6 City of Clearwater Printed on 12/2/2020 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8462 Agenda Date: 12/3/2020 Status: Agenda ReadyVersion: 1 File Type: Special recognitions and Presentations (Proclamations, service awards, or other special recognitions. Presentations by government agencies or groups providing formal updates to Council will be limited to ten minutes.) In Control: Council Work Session Agenda Number: 4.1 SUBJECT/RECOMMENDATION: Clearwater Going Home Presentation - Ed Thiebe SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8454 Agenda Date: 12/3/2020 Status: Agenda ReadyVersion: 1 File Type: MinutesIn Control: City Council Agenda Number: 5.1 SUBJECT/RECOMMENDATION: Approve the minutes of the November 19, 2020 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 12/2/2020 City Council Meeting Minutes November 19, 2020 Page 1 City of Clearwater City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 Meeting Minutes Thursday, November 19, 2020 6:00 PM Main Library - Council Chambers City Council Draft City Council Meeting Minutes November 19, 2020 Page 2 City of Clearwater Roll Call Present: 5 - Mayor Frank Hibbard, Councilmember Hoyt Hamilton, Vice Mayor David Allbritton, Councilmember Mark Bunker and Councilmember Kathleen Beckman Also Present: William B. Horne II – City Manager, Micah Maxwell – Assistant City Manager, Michael Delk – Assistant City Manager, Pamela K. Akin 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. in Council Chambers at the Main Library. 2. Invocation – youth Minister Javante Scott from St. John Primitive Baptist Church. 3. Pledge of Allegiance 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 Citizens Academy Graduation 4.2 Cleveland Street Music Video - Lina Teixeira 5. Approval of Minutes 5.1 Approve the minutes of the November 5, 2020 City Council Meeting as submitted in written summation by the City Clerk. Vice Mayor Allbritton moved to approve the minutes of the November 5, 2020 City Council Meeting as submitted in written summation by the City Clerk. The motion was duly seconded and carried unanimously. Draft City Council Meeting Minutes November 19, 2020 Page 3 City of Clearwater 6. Citizens to be heard re items not on the agenda – None. 7. Consent Agenda – Approved as submitted, less Item 7.11. 7.1 Approve a Claims Service Contract with Sedgwick Claims Management Services of Nashville, TN, in the not-to-exceed amount of $100,000 for a one-year term from October 1, 2020 through September 30, 2021, pursuant to Clearwater Code of Ordinances Section 2.564 (l) (i), Exempt from Bidding, and authorize the appropriate officials to execute same. (consent) 7.2 Authorize the award of Invitation to Bid 47-20, Mobile Natural Gas Tank Services to Marlin Gas Services, LLC of Springhill, FL for an initial annual amount not-to-exceed $250,000.00 with the option for two, one-year term extension options at $150,000 annually and authorize the appropriate officials to execute same. (consent) 7.3 Approve an Annual General Permit with Pinellas County to construct and maintain natural gas facilities and authorize the appropriate officials to execute same. (consent) 7.4 Ratify and confirm a Purchase Order, in the amount of $137,304, with Technico of Lake Worth, FL for the purchase of natural gas meters and authorize the appropriate officials to execute same. (consent) 7.5 Approve First Amendment to Revocable License Agreement between the City of Clearwater and Sunsets at Pier 60 Society, Inc. to modify the license area of the agreement and authorize the appropriate officials to execute same. (consent) 7.6 Accept Sovereignty Submerged Land Lease Renewal 520345063 with the Florida Department of Environmental Protection, Bureau of Public Lands for use of state-owned land under three boat slips to be used for mooring rescue vessels at 700 Bayway Blvd and authorize the appropriate officials to execute same. (consent) 7.7 Approve a professional services agreement and a work order with Wannemacher Jenson Architects, Inc. (WJA) of St. Petersburg, FL, per RFQ 31-20, for Fire Station 47 in the amount of $445,869 and authorize the appropriate officials to execute same. (consent) 7.8 Approve the CARES Act Funding Agreement between Pinellas County and the City of Clearwater for public assistance support for COVID-19 expenditures and allow the City Manager or designee to enter into, approve, and execute same and any future modifications for COVID-19 expenditures. (consent) 7.9 Approve a purchase order with Carousel Industries, Inc. for purchase and installation of a VESTA 9-1-1 Portable Command Post in the amount of $117,906.94, annual maintenance of Avaya software and hardware for the City’s PBX phone switch in the Draft City Council Meeting Minutes November 19, 2020 Page 4 City of Clearwater amount of $71,000, pursuant to Clearwater Code of Ordinances Section 2.564(1)(d) Exceptions to Bid - Other Government Entities’ Bids, and authorize the appropriate officials to execute same. (consent) 7.10 Approve an amendment to the subordination agreement entered on September 1, 2016 among Branch Banking and Trust Company (BB and T), Clearwater Marine Aquarium, and the City of Clearwater and authorize the appropriate officials to execute same. (consent) 7.11 Request for authority to settle case of City of Clearwater v. The Estate of Hotmire, et al., Case No. 18-8368-CI. (consent) SEE BELOW 7.12 Request for authority to settle the case of City of Clearwater v. H and S Realty and Property, Inc., et al., Case No. 19-2452-CI. (consent) Councilmember Hamilton moved to approve the Consent Agenda as submitted, less Item 7.11, and authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. 7.11 Request for authority to settle case of City of Clearwater v. The Estate of Hotmire, et al., Case No. 18-8368-CI. (consent) On July 19, 2018 the City retained Weidner Law, P.A. (outside counsel) for representation in municipal lien foreclosure matters. The outside counsel then filed a foreclosure action against the Estate of Harry Hotmire (the Estate), owner of the property located at 907 Chestnut Street. The property is under contract for sale to a third-party purchaser and the Estate has offered $25,000.00 to settle the case. Therefore, authority is being sought to settle this case for $25,000.00 in exchange for which the City: 1) will release the lien that attaches to this property; and 2) and dismiss the lawsuit. Assistant City Attorney Mike Fuino said Council may renegotiate but that is not staff’s recommendation. In response to questions, Mr. Fuino said the original lien was $510,000 for the Chestnut property. The cap for this property is $40,000. The Tuscola property was addressed in February and was settled for $25,000. Draft City Council Meeting Minutes November 19, 2020 Page 5 City of Clearwater Ms. dePriest said there are trees that need to be cut but she personally mows the lawn. She informed staff that she could not afford to address all the code issues on the property and requested an adjustment to the settlement agreement. In response to questions, the City Attorney said the property has been out of compliance since 2017. Mr. Fuino said the settlement agreement brought to Council in February would have been settled for $15,000 if payment and compliance on the Tuscola property was made by July 19, 2020, which bumped up to $25,000 since payment and compliance was not met. Comments were made that the property owner was given ample opportunity to address the matter per the signed agreement. Councilmember Beckman moved to approve request for authority to settle case of City of Clearwater v. The Estate of Hotmire, et al., Case No. 18-8368-CI. The motion was duly seconded and carried unanimously. Public Hearings - Not before 6:00 PM 8. Administrative Public Hearings 8.1 Approve City of Clearwater staff request to vacate a 30-foot right-of-way easement described as The South 280’ of the East 30’ of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57’ 24” E, a distance of 200.00’ to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00’, thence S 00° 20’ 15” E, a distance of 300.00’, thence N 89° 57’ 24” W, a distance of 100.00’, thence N 00° 20’ 15” W, a distance of 300’ to the Point of Beginning, as recorded in O.R. Book 5870, Page 761 of the Public Records of Pinellas County, Florida, and pass Ordinance 9429-20 on first reading. This right-of-way easement vacation is a contingency in that certain Contract for Exchange of Real Property dated January 21, 2020, as amended by that certain First Amendment to Contract for Exchange of real property dated April 20, 2020 (collectively known as the Contract) between the City of Clearwater and Creative Contractors Inc. This right-of-way easement vacation will be null and void should the closing under the Contract not occur, should the properties contemplated to be exchanged therein, not be exchanged, or if for any reason Draft City Council Meeting Minutes November 19, 2020 Page 6 City of Clearwater the City does not reserve the new easements as provided for in the Contract. Subject to the City’s reservation of new easements as provided for in the contract, said easement 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. City staff have reviewed the right-of-way easement vacation request and have no objection. Councilmember Bunker moved to approve City of Clearwater staff request to vacate a 30-foot right-of-way easement described as The South 280’ of the East 30’ of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57’ 24” E, a distance of 200.00’ to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00’, thence S 00° 20’ 15” E, a distance of 300.00’, thence N 89° 57’ 24” W, a distance of 100.00’, thence N 00° 20’ 15” W, a distance of 300’ to the Point of Beginning, as recorded in O.R. Book 5870, Page 761 of the Public Records of Pinellas County, Florida. The motion was duly seconded and carried unanimously. Ordinance 9429-20 was presented and read by title only. Councilmember Hamilton moved to pass Ordinance 9429-20 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 8.2 Approve City of Clearwater staff request to vacate a 20-foot drainage and utility easement and a 15-foot drainage and utility easement described, correspondingly as The North 20’ and South 15’ of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57’ 24” E, a distance of 200.00’ to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00’, thence S 00° 20’ 15” E, a distance of 300.00’, thence N 89° 57’ 24” W, a distance of 100.00’, thence N 00° 20’ 15” W, a distance of 300’ to the Point of Beginning, as recorded in O.R. Book 5858, Page 1539 of the Public Records of Pinellas County, Florida, and pass Ordinance 9430-20 on first reading. This drainage and utility easement vacation is a contingency in that certain Contract for Exchange of Real Property dated January 21, 2020, as amended by that certain First Amendment to Contract for Exchange of Real Property dated April 20, 2020 (collectively the Contract) between the City of Clearwater and Creative Contractors, Inc. This drainage and utility easement vacation will Draft City Council Meeting Minutes November 19, 2020 Page 7 City of Clearwater be null and void should the closing under the Contract not occur, should the properties contemplated to be exchanged therein, not be exchanged, or if for any reason the City does not reserve the new easements as provided for in the Contract. Subject to the City’s reservation of new easements as provided for in the contract, said easement 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. City staff have reviewed the drainage and utility easement vacation request and have no objection. Vice Mayor Allbritton moved to approve City of Clearwater staff request to vacate a 20-foot drainage and utility easement and a 15-foot drainage and utility easement described, correspondingly as The North 20’ and South 15’ of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57’ 24” E, a distance of 200.00’ to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00’, thence S 00° 20’ 15” E, a distance of 300.00’, thence N 89° 57’ 24” W, a distance of 100.00’, thence N 00° 20’ 15” W, a distance of 300’ to the Point of Beginning, as recorded in O.R. Book 5858, Page 1539 of the Public Records of Pinellas County, Florida. The motion was duly seconded and carried unanimously. Ordinance 9430-20 was presented and read by title only. Councilmember Beckman moved to pass Ordinance 9430-20 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 8.3 Approve City of Clearwater staff request to vacate portions of a 15-foot drainage and utility easement and a 10-foot drainage and utility easement described, correspondingly as The East 15’ of the West 545’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 285’ and the East 10’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 330’, as recorded in O.R. Book 4082, Page 117 of the Public Records of Pinellas County, Florida, and pass Ordinance 9431-20 on first reading. This drainage and utility easement vacation is a contingency in that certain Contract for Exchange of Real Property dated January 21, 2020, as amended by that certain First Amendment to Contract for Exchange of Real Property dated April 20, 2020 (collectively the Contract) between the City of Clearwater Draft City Council Meeting Minutes November 19, 2020 Page 8 City of Clearwater and Creative Contractors Inc. This drainage and utility easement vacation will be null and void should the closing under the Contract not occur, should the properties contemplated to be exchanged therein, not be exchanged, or if for any reason the City does not reserve the new easements as provided for in the Contract. Subject to the City’s reservation of new easements as provided for in the contract, said easements are 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. City staff have reviewed the drainage and utility easement vacation request and have no objection. Councilmember Bunker moved to approve City of Clearwater staff request to vacate portions of a 15-foot drainage and utility easement and a 10-foot drainage and utility easement described, correspondingly as The East 15’ of the West 545’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 285’ and the East 10’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 330’, as recorded in O.R. Book 4082, Page 117 of the Public Records of Pinellas County, Florida. The motion was duly seconded and carried unanimously. Ordinance 9431-20 was presented and read by title only. Councilmember Hamilton moved to pass Ordinance 9431-20 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 8.4 Approve City of Clearwater staff request to vacate a 20-foot drainage and utility easement described as The North 20’ of the East 200’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, as recorded in O.R. Book 5950, Page 1028 of the Public Records of Pinellas County, Florida, and pass Ordinance 9432-20 on first reading. This drainage and utility easement vacation is a contingency in that certain Contract for Exchange of Real Property dated January 21, 2020, as amended by that certain First Amendment to Contract for Exchange of real property dated April 20, 2020 (collectively the Contract) between the City of Clearwater and Creative Contractors Inc. This drainage and utility easement vacation will be null and void should the closing under the Contract not occur, should the properties contemplated to be exchanged therein, not be exchanged, or if for any reason the City does not reserve the new easements as provided for in the Contract. Subject to the City’s reservation of new easements as provided for in the Draft City Council Meeting Minutes November 19, 2020 Page 9 City of Clearwater contract, said easement 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. City staff have reviewed the drainage and utility easement vacation request and have no objection. Vice Mayor Allbritton moved to approve City of Clearwater staff request to vacate a 20-foot drainage and utility easement described as The North 20’ of the East 200’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, as recorded in O.R. Book 5950, Page 1028 of the Public Records of Pinellas County, Florida. The motion was duly seconded and carried unanimously. Ordinance 9432-20 was presented and read by title only. Councilmember Beckman moved to pass Ordinance 9432-20 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 8.5 Approve the annexation, initial Future Land Use Map designations of Residential Low (RL) and Water/Drainage Feature and initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 2079 Burnice Drive, and pass Ordinances 9396-20, 9397-20, and 9398-20 on first reading. (ANX2020-06006) This voluntary annexation petition involves a 0.34-acre property consisting of one parcel of land occupied by a single-family dwelling. The property is located on the south side of Burnice Drive, approximately 1,650 feet west of S. Belcher Road. The applicants are requesting annexation in order to receive sanitary sewer and solid waste service from the City. The property is located within an enclave and is contiguous to existing city boundaries to the north. It is proposed that the property be assigned the Future Land Use Map designations of Residential Low (RL) and Water/Drainage Feature 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 the City of Clearwater. The closest sanitary sewer line is located in the adjacent Burnice Drive right-of-way. The applicants have paid the City’s sewer impact and assessment fees in full and are aware of the additional costs to extend city sewer service to this property. Collection of solid waste will be provided by the Draft City Council Meeting Minutes November 19, 2020 Page 10 City of Clearwater City of Clearwater. The property is located within Police District III and service will be administered through the district headquarters located at 2851 N. McMullen Booth Road. Fire and emergency medical services will be provided to this property by Station #49 located at 565 Sky Harbor Drive. The City has adequate capacity to serve this property with sanitary sewer, solid waste, police, fire and EMS service. 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 Water/Drainage Feature category recognizes the existing pond on the property. 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 • The property proposed for annexation is contiguous to existing city boundaries to the north; therefore, the annexation is consistent with Florida Statutes Section 171.044. Councilmember Bunker moved to approve the annexation, initial Future Land Use Map designations of Residential Low (RL) and Water/Drainage Feature and initial Zoning Atlas designation of Low Medium Density Residential (LMDR) District for 2079 Burnice Drive. The motion was duly seconded and carried unanimously. Ordinance 9396-20 was presented and read by title only. Councilmember Hamilton moved to pass Ordinance 9396-20 on Draft City Council Meeting Minutes November 19, 2020 Page 11 City of Clearwater first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman Ordinance 9397-20 was presented and read by title only. Vice Mayor Allbritton moved to pass Ordinance 9397-20 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman Ordinance 9398-20 was presented and read by title only. Councilmember Beckman moved to pass Ordinance 9398-20 on first reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 8.6 Approve a Development Agreement between Key Clearwater, LLC (the property owner) and the City of Clearwater, providing for the allocation of three units from the Hotel Density Reserve pursuant to Beach by Design, authorize the appropriate officials to execute same, and adopt Resolution 20-39. (HDA2020-08003; 309 Coronado Drive) The subject site (Parcel A; SpringHill Suites), along with Parcel B (Residence Inn) are both addressed as 309 Coronado. Parcel A is the more northerly parcel with frontage along Coronado and Hamden Drives and Third Street. Parcel B is the more southerly parcel and only has frontage along Coronado and Hamden Drives. Each parcel was subject to respective Development Agreements (DVAs), which allocated units to each parcel from the Hotel Density Reserve (Reserve), and site plans approved as part of Flexible Development (FLD) applications, which enabled construction of two separate hotels on two separate parcels with a shared parking garage spanning both properties. Please note that since the parcels were the subject of the noted Development Agreements, the process for allocating units from the Reserve was modified and such agreements are called Hotel Development Agreements (HDAs). For simplicity, any agreement whether a prior DVA or current HDA will be referred to as a Development Agreement or simply an Agreement. Each parcel requested and was granted a specific and separate allocation from the Reserve. Parcel A was allocated 95 units from the Reserve and Parcel B was allocated 79 units. A total of 174 units were allocated. Parcel A originally Draft City Council Meeting Minutes November 19, 2020 Page 12 City of Clearwater included a total of 142 units and Parcel B 118 units totaling 260 units. At the time of the original Development Agreement and FLD approvals (FLD2009-08026/DVA2009-00002 [Parcel A] and FLD2009-08027/DVA2009-00003 [Parcel B]), the overall project consisted of five separate parcels. These five parcels were required to be consolidated into two separate parcels (Parcel A and Parcel B). This was done in 2015. At some point between 2015 and 2020 (date uncertain) the Pinellas County Property Appraiser’s Office (PCPAO) combined the two parcels into one parcel. Combining the two properties was contrary to several applicable regulations of the Community Development Code (CDC) and Beach by Design. Specifically, CDC Section 4-406.7 prohibits the addition of property to a parcel previously approved as part of a Flexible Development application. In addition, Beach by Design Section V.B.2 provides that a “maximum of 100 hotel rooms may be allocated from the Reserve to any development with a lot size less than 2.5 acres”. As one lot, the parcel would be limited to no more than 100 units allocated from the Reserve. Parcel A received 95 units and Parcel B received 79 units for a total of 174 units between the two parcels. Combining the parcels instantly rendered the newly created parcel in violation of this component of Beach by Design. The only options are to return 74 units to the Reserve or split the parcel back into two parcels. In addition, Staff recently learned that a total of five units allocated from the Reserve to these hotel projects were not constructed (two from Parcel A and three from Parcel B), and notified the applicant on January 21, 2020 that pursuant to each approved Development Agreement as well as Beach by Design, any unconstructed units had to be returned to the Reserve. After the five units were returned to the Reserve, the hotel owners approached the Planning and Development Department about requesting the re-allocation of those five units back to Parcels A and B. The applicants desire to renovate interior space and add three units to the subject hotel (Parcel/Hotel A) and two units to the adjacent hotel (Parcel/Hotel B). Upon receipt of this request, as well as a related companion request regarding the adjacent hotel, three additional issues were found: • The interior space of the two hotels was not constructed in exact alignment with the parcels as indicated in the approved site plans. This impacted the number of units on each parcel (and resulting density) and resulted in several rooms being bifurcated by the common dividing property line. • There are minor discrepancies between the number of rooms approved per the Agreement and associated site plans, and the number of rooms constructed. Draft City Council Meeting Minutes November 19, 2020 Page 13 City of Clearwater • There is a minor discrepancy between the number of approved (302) and built (299) parking spaces. The primary purpose of this (and the companion) application is twofold: 1. To re-establish two parcels and locate a common/internal property line so that each parcel contains a density consistent with Beach by Design without bifurcating any hotel rooms; and 2. To reallocate three units from the Reserve to this hotel (Parcel/Hotel A) and two units to the adjacent companion hotel (Parcel/Hotel B), for a total of five units between Parcels A and B. No changes have been made to the Development Proposal presented at the November 5, 2020 Council meeting. The Planning and Development Department is recommending approval of this Development Agreement for the allocation of up to three units from the Hotel Density Reserve under Beach by Design. AND 8.7 Approve a Development Agreement between Key Clearwater, LLC (the property owner) and the City of Clearwater, providing for the allocation of two units from the Hotel Density Reserve pursuant to Beach by Design, authorize the appropriate officials to execute same and adopt Resolution 20-40. (HDA2020-004002; 309 Coronado Drive) The subject site (Parcel B; Residence Inn), along with Parcel A (SpringHill Suites) are both addressed as 309 Coronado. Parcel A is the more northerly parcel with frontage along Coronado and Hamden Drives and Third Street. Parcel B is the more southerly parcel and only has frontage along Coronado and Hamden Drives. Each parcel was subject to respective Development Agreements (DVAs), which allocated units to each parcel from the Hotel Density Reserve (Reserve), and site plans approved as part of Flexible Development (FLD) applications, which enabled construction of two separate hotels on two separate parcels with a shared parking garage spanning both properties. Please note that since the parcels were the subject of the noted Development Agreements, the process for allocating units from the Reserve was modified and such agreements are called Hotel Development Agreements (HDAs). For simplicity, any agreement whether a prior DVA or current HDA will be referred to as a Development Agreement or simply an Agreement. Each parcel requested and was granted a specific and separate allocation from the Reserve. Parcel A was allocated 95 units from the Reserve and Parcel B was allocated 79 units. A total of 174 units were allocated. Parcel A originally included a total of 142 units and Parcel B 118 units totaling 260 units. Draft City Council Meeting Minutes November 19, 2020 Page 14 City of Clearwater At the time of the original Development Agreement and FLD approvals (FLD2009-08026/DVA2009-00002 [Parcel A] and FLD2009-08027/DVA2009-00003 [Parcel B]), the overall project consisted of five separate parcels. These five parcels were required to be consolidated into two separate parcels (Parcel A and Parcel B). This was done in 2015. At some point between 2015 and 2020 (date uncertain) the Pinellas County Property Appraiser’s Office (PCPAO) combined the two parcels into one parcel. Combining the two properties was contrary to several applicable regulations of the Community Development Code (CDC) and Beach by Design. Specifically, CDC Section 4-406.7 prohibits the addition of property to a parcel previously approved as part of a Flexible Development application. In addition, Beach by Design Section V.B.2 provides that a “maximum of 100 hotel rooms may be allocated from the Reserve to any development with a lot size less than 2.5 acres”. As one lot, the parcel would be limited to no more than 100 units allocated from the Reserve. Parcel A received 95 units and Parcel B received 79 units for a total of 174 units between the two parcels. Combining the parcels instantly rendered the newly created parcel in violation of this component of Beach by Design. The only options are to return 74 units to the Reserve or split the parcel back into two parcels. In addition, staff recently learned that a total of five units allocated from the Reserve to these hotel projects were not constructed (two from Parcel A and three from Parcel B), and notified the applicant on January 21, 2020 that pursuant to each approved Development Agreement as well as Beach by Design, any unconstructed units had to be returned to the Reserve. After the five units were returned to the Reserve, the hotel owners approached the Planning and Development Department about requesting the re-allocation of those five units back to Parcels A and B. The applicants desire to renovate interior space and add two units to the subject hotel (Parcel/Hotel B) and three units to the adjacent hotel (Parcel/Hotel A). Upon receipt of this request, as well as a related companion request regarding the adjacent hotel, three additional issues were found: • The interior space of the two hotels was not constructed in exact alignment with the parcels as indicated in the approved site plans. This impacted the number of units on each parcel (and resulting density) and resulted in several rooms being bifurcated by the common dividing property line. • There are minor discrepancies between the number of rooms approved per the Agreement and associated site plans, and the number of rooms constructed. Draft City Council Meeting Minutes November 19, 2020 Page 15 City of Clearwater • There is a minor discrepancy between the number of approved (302) and built (299) parking spaces. The primary purpose of this (and the companion) application is twofold: 1. To re-establish two parcels and locate a common/internal property line so that each parcel contains a density consistent with Beach by Design without bifurcating any hotel rooms; and 2. To reallocate three units from the Reserve to this hotel (Parcel/Hotel A) and two units to the adjacent companion hotel (Parcel/Hotel B), for a total of five units between Parcels A and B. No changes have been made to the Development Proposal presented at the November 5, 2020 Council meeting. The Planning and Development Department is recommending approval of this Development Agreement for the allocation of up to three units from the Hotel Density Reserve under Beach by Design. Councilmember Bunker moved to approve a Development Agreement between Key Clearwater, LLC (the property owner) and the City of Clearwater, providing for the allocation of three units from the Hotel Density Reserve pursuant to Beach by Design, authorize the appropriate officials to execute same and approve a Development Agreement between Key Clearwater, LLC (the property owner) and the City of Clearwater, providing for the allocation of two units from the Hotel Density Reserve pursuant to Beach by Design, authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. Resolution 20-39 was presented and read by title only. Councilmember Hamilton moved to adopt Resolution 20-39. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman Resolution 20-40 was presented and read by title only. Vice Mayor Allbritton moved to adopt Resolution 20-40. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman Draft City Council Meeting Minutes November 19, 2020 Page 16 City of Clearwater 9. Second Readings - Public Hearing 9.1 Adopt Ordinance 9413-20 on second reading, amending Section 33.055 of the Clearwater Code of Ordinances to limit a vessel’s daily hours of occupancy of certain non-leased public dock slips. Ordinance 9413-20 was presented and read by title only. Councilmember Beckman moved to adopt Ordinance 9413-20 on second and final reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 9.2 Adopt Ordinance 9414-20 on second reading, amending Chapter 2, Article III, Division 5 of the Clearwater Code of Ordinances relating to the Downtown Development Board, amending definitions; amending the Statement of Policy and Findings of the Downtown Development Board; amending the boundaries of the Downtown Development Board; amending referenda and elections process; amending eligibility requirements to vote in freeholders’ elections; amending the bylaws, quorum and meeting requirements for the Downtown Development Board; amending the functions and powers of the Downtown Development Board; and creating a voting conflict of interest requirement. Ordinance 9414-20 was presented and read by title only. Councilmember Bunker moved to adopt Ordinance 9414-20 on second and final reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 9.3 Adopt Ordinance 9415-20 on second reading, vacating a Drainage and Utility Easement described as that portion of Hart Street lying north of Blocks 9 and 10 of Jones Subdivision of Nicholson Addition to Clearwater, Blocks 7, 8, 9 and 10 as recorded in Plat Book 4, Page 82 of the Public Records of Hillsborough County, of which Pinellas County was once a part, less and except that portion lying within 270.6 feet of the east line of Section 9, Township 29 South, Range 15 East, also less and except the railroad rights-of-way as recorded in Official Records Book 6626, Page 429 of the Public Records of Pinellas County, Florida. Ordinance 9415-20 was presented and read by title only. Councilmember Hamilton moved to adopt Ordinance 9415-20 on Draft City Council Meeting Minutes November 19, 2020 Page 17 City of Clearwater second and final reading. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 10. City Manager Reports 10.1 Accept a Sidewalk Easement from Modern Estates, Inc. for the repair, maintenance, and replacement of a sidewalk on real property located at 635 Woodlawn Street and adopt Resolution 20-55. The Sidewalk Easement will allow the city rights for repair, maintenance, and replacement of a sidewalk as the site is developed for residential use. The City Engineering Department recommends acceptance of the easement. Vice Mayor Allbritton moved to accept a Sidewalk Easement from Modern Estates, Inc. for the repair, maintenance, and replacement of a sidewalk on real property located at 635 Woodlawn Street. The motion was duly seconded and carried unanimously. Resolution 20-55 was presented and read by title only. Councilmember Beckman moved to adopt Resolution 20-55. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 10.2 Approve Joint Participation Agreement (JPA) G1093 between the City of Clearwater and the State of Florida Department of Transportation (FDOT), authorize the appropriate officials to execute same and adopt Resolution 20-58. FDOT JPA Agreement G1093 provides for 80% grant funding for the Clearwater Airpark Security System Upgrades, with Airpark revenues providing a 20% match. This agreement provides for the upgrades of security cameras and associated equipment. The project cost is $75,000.00 with FDOT contributing $60,000.00, Airpark Fund providing a $15,000.00 match. APPROPRIATION CODE AND AMOUNT: Funds are available in capital improvement project G2108, Security System Upgrade, to fund this project. Draft City Council Meeting Minutes November 19, 2020 Page 18 City of Clearwater Councilmember Bunker moved to approve Joint Participation Agreement (JPA) G1093 between the City of Clearwater and the State of Florida Department of Transportation (FDOT), authorize the appropriate officials to execute same. The motion was duly seconded and carried unanimously. Resolution 20-58 was presented and read by title only. Councilmember Hamilton moved to adopt Resolution 20-58. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 10.3 Confirm COVID-19 Emergency Proclamation and adopt Resolution 20-60. Vice Mayor Allbritton moved to confirm COVID-19 Emergency Proclamation. The motion was duly seconded and carried unanimously. Resolution 20-60 was presented and read by title only. Councilmember Beckman moved to adopt Resolution 20-60. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 10.4 Confirm the Declaration of a State of Emergency due to conditions surrounding Tropical Storm Eta and adopt Resolution 20-61. The entire City of Clearwater was threatened by the wind and rain and disruption of services and coastal areas are threatened by storm surge attendant to the arrival of Tropical Storm Eta. Mayor Frank Hibbard issued a Proclamation of a State of Emergency on November 11, 2020. Section 15.07(2) of the Code of Ordinances requires the City Council to confirm a Declaration of a State of Emergency at the next regularly scheduled meeting. Councilmember Bunker moved to confirm the Declaration of a State of Emergency due to conditions surrounding Tropical Storm Eta. The motion was duly seconded and carried unanimously. Resolution 20-61 was presented and read by title only. Draft City Council Meeting Minutes November 19, 2020 Page 19 City of Clearwater Councilmember Hamilton moved to adopt Resolution 20-61. The motion was duly seconded and upon roll call, the vote was: Ayes: 5 - Mayor Hibbard, Councilmember Hamilton, Vice Mayor Allbritton, Councilmember Bunker and Councilmember Beckman 11. City Attorney Reports – None. 12. Other Council Action – None. 13. Closing comments by Councilmembers (limited to 3 minutes) Councilmember Bunker said he was happy to hear vaccines are coming for COVID-19 and hoped for a smooth roll-out. He asked all to stay safe. Councilmember Hamilton wished all a Happy Thanksgiving. He congratulated Philadelphia Union Coach Jim Curtin for being named the 2020 MLS Coach of the Year. Vice Mayor Allbritton wished all a happy holiday and safe travels for those traveling. He said PSTA rolls out the first autonomous vehicle in Pinellas County in St. Petersburg next Monday. A potential Clearwater stop may occur at the beginning of the new year. He encouraged all to see the vehicle. Councilmember Beckman thanked all those who participated in the Paint Your Heart Out Clearwater event last week. She said it was a wonderful event with a great sense of community, unity and giving back. She thanked Neighborhoods Coordinator Jordan Moran for coordinating the City's first street mural event at the intersection of Woodlawn Street and MLK Avenue. She wished all a happy Thanksgiving. 14. Closing Comments by Mayor Mayor Hibbard reviewed recent and upcoming events, thanked all veterans who served this country, congratulated Lenny's Restaurant for celebrating their 40th anniversary and wished all a safe and happy Thanksgiving holiday. Draft City Council Meeting Minutes November 19, 2020 Page 20 City of Clearwater 15. Adjourn The meeting adjourned at 7:11 p.m. Mayor City of Clearwater Attest City Clerk Draft INDIVIDUAL SPEAKER Citizen Comment Card kName: .. Address: 1/611) ic_LJ 0 67,., -4 City: LLE/ # M Zip' 61P—' Telephone Number: 727% - iegOv Email Address: DAS /4 /40 C wo, OY) Speaking under citizens to be heard re items not on the agenda? Agenda item(s) to which you wish to speak' 111.4 C OE V) oLAfl AT 16Z 1 '1 US i. -A What is your position on the item? For Against INDIVIDUAL SPEAKER Citizen Comment Card Name: Gx 4-a4 Address: <- r )U1 3, City: 1V Zip: J 3755 Telephone Number: 7 66 //a Email Address: bis' 5/2-1; ,Loyq Speaking under citizens to be heard re items not on the agenda? 11 Pic( 7144 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: Address: City: //< Telephone Number: 1 Email Address: rpt -Ar 4-70( 1-• ci ( Speaking under citizens to be heard re items not on the agenda? JJ 1 C777 Agenda,item(s) to which you wish to speak. 71 A/ What is your position on the item? For,7 Against Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8441 Agenda Date: 12/3/2020 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Parks & Recreation Agenda Number: 7.1 SUBJECT/RECOMMENDATION: Approve a Contract for Purchase of a 1.4 acre MOL parcel of land located at Hoyt Avenue by the City of Clearwater of certain real property owned by Intra-Urban Investments, LLC, with a purchase price of $290,000 and total expenditures not to exceed $296,000; authorize the appropriate officials to execute same, together with all other instruments required to affect closing; and transfer funds from Open Space Impact Fees and Recreation Land Impact Fees to CIP315-93133 Park Land Acquisition in a first quarter budget amendment. (consent) SUMMARY: The subject property is located at the west end of Hoyt Avenue, just west of McMullen Booth Road. This parcel is adjacent to the north side of the soccer fields at the Eddie C. Moore Complex. Due to the strategic location of this property, staff is recommending the acquisition for possible future recreational use. A portion of this property (approximately 0.5 acres) is adjacent to the E.C. Moore Complex preservation area and will be kept in its natural state. An independent appraisal was performed on the property on September 18, 2020 by Jim Millspaugh & Associates, Inc. The appraisal report determined that the fair market value of the property is $290,000. Other notable terms: · The City will have 60 days to conduct due diligence. · Closing will occur within 120 days of the effective date, but it may be extended by either party for an additional 60 days. Acquisition Costs: Purchase Price $290,000 Survey $5,000 Closing Costs $1,000 TOTAL $296,000 APPROPRIATION CODE AND AMOUNT: A first quarter budget amendment will transfer $190,285.75 from Recreation Land Impact Fees and $105,714.25 from Open Space Recreation Impact fees into project 315-93133 Park Land Acquisition. Page 1 City of Clearwater Printed on 12/2/2020 File Number: ID#20-8441 USE OF RESERVE FUNDS: N/A Page 2 City of Clearwater Printed on 12/2/2020 Eddie C. Moore Softball Complex DREW ST N BAYVIEW AVE MERRILL AVE HOYT AVE N McMULLEN BOOTH RD MOSS AVE 601 602 511510 505504 600 3064306530303025307130413059303530583076307030403053304730463052307730313050305830033059305330473064307130003041302430063077301830403046305230763065307030253012AERIAL MAP ² N.T.S.Scale: Document Path: C:\Users\Kieffer.Nyland\City of Clearwater\Engineering Geographic Technology - Location Maps\HoytAve.mxd Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Hoyt Ave.Parcel Number: 09-29-16-00000-330-0100 Page 1 of 1Aerial Flown 2019 Date:10/9/2020KNMap Gen By: Parcel Size:+/- 1.4 ac. RBReviewed By:283AGrid #:9-29s-16eS-T-R: APPRAISAL REPORT VACANT INFILL RESIDENTIAL ACREAGE WEST END OF HOYT AVENUE WEST OF MCMULLEN-BOTH ROAD CLEARWATER, FLORIDA 33759 DATE OF VALUATION SEPTEMBER 18, 2020 PREPARED FOR: MR. ROBERT BRZAK CITY OF CLEARWATER REAL ESTATE SERVICES COORDINATOR CLEARWATER, FLORIDA 33756 E-MAIL: ROBERT.BRZAK@MYCLEARWATER.COM PREPARED BY: JAMES M. MILLSPAUGH, MAI JAMES MILLSPAUGH & ASSOCIATES, INC. 110 TURNER STREET CLEARWATER, FL 33756-5211 JAMES MILLSPAUGH & ASSOCIATES, INC. REAL ESTATE APPRAISERS & CONSULTANTS LICENSED REAL ESTATE BROKER 110 TURNER STREET, CLEARWATER, FLORIDA 33756-5211 PHONE: (727) 461- 2648 FAX: 442-8922 E-MAIL: jim@millspaugh-appraisals.com | WEBSITE: www.millspaugh-appraisals.com September 29, 2020 Mr. Robert Brzak City Of Clearwater Real Estate Services Coordinator Clearwater, Florida 33756 E-Mail: Robert.Brzak@Myclearwater.Com Re: Vacant Infill Residential Acreage West End of Hoyt Avenue West of McMullen-Both Road Clearwater, Florida 33759 Dear Mr. Brzak: At your request, I have made an appraisal of the market value of the fee simple estate of the above referenced real property. The property and methods utilized in arriving at the final conclusion are fully described in the attached report, which contains 14 pages and Addenda. This Report has been made in conformance with and is subject to the requirements of the Code of Professional Ethics and Uniform Standards of Professional Practice of the Appraisal Institute and the Appraisal Foundation. The report and final conclusion are subject to all attached Contingent and Limiting Conditions. I have made a careful and detailed analysis of the subject property and after analyzing the market data researched for this report, it is my conclusion that the estimated market value of the referenced real property subject to the stated limitations, definitions and certifications as of September 18, 2020, was: TWO HUNDRED NINETY THOUSAND DOLLARS ($290,000) Respectfully submitted, JAMES MILLSPAUGH & ASSOCIATES, INC. ____________________________ James M. Millspaugh, MAI JMM:sg JAMES M. MILLSPAUGH, MAI State-Certified General Real Estate Appraiser RZ58 TABLE OF CONTENTS INTRODUCTION Title Page Letter of Transmittal Table of Contents Site Photographs DESCRIPTIONS, ANALYSES AND CONCLUSIONS Identification of the Property 1 Census Tract Location/Zip Code 1 Flood Zone Location 1 Environmental Audit Data 1 Objective and Intended Use/Users of the Appraisal 1 Exposure Period Estimate 2 Statement of Ownership and Recent Sales History 2 Scope of the Appraisal 2 Definition of Market Value 2 Standard Contingent and Limiting Conditions 3 Certification 6 Area Description 7 Site Data 7 Assessment and Tax Data 9 Zoning and Land Use Data 9 Highest and Best Use 10 Land Value Estimate 10 Lot Sales Analysis and Conclusions 13 ADDENDA Qualifications of the Appraiser Standard Definitions EXISTING CONDITIONS VACANT INFILL RESIDENTIAL ACREAGE WEST END OF HOYT AVENUE WEST OF MCMULLEN-BOTH ROAD CLEARWATER, FLORIDA 33759 DATE OF PHOTOGRAPHS: SEPTEMBER 18, 2020 SITE ACCESS OFF HOYT AVENUE LOOKING WEST FROM MOSS AVENUE HOYT AVENUE STREET SCENE LOOKING WEST TOWARD SUBJECT AT STREET END EXISTING CONDITIONS VACANT INFILL RESIDENTIAL ACREAGE WEST END OF HOYT AVENUE WEST OF MCMULLEN-BOTH ROAD CLEARWATER, FLORIDA 33759 DATE OF PHOTOGRAPHS: SEPTEMBER 18, 2020 OPEN SITE VIEW LOOKING WEST FROM HOYT AVENUE INTERIOR VIEW OF WESTERN TREED AREA AT LOWER ELEVATION 1 IDENTIFICATION OF THE PROPERTY: The site is located at the west end of Hoyt Avenue 85’ west of Moss Avenue and roughly 600’ west of McMullen-Booth Road within the northwest quadrant of Drew Street. The site is legally described by the Pinellas County Property Appraiser as follows: Metes and Bounds #33/01 located in the SW/4 of the SW/4 of Section 9, Township 29 South, Range 16 East CENSUS TRACT LOCATION/ZIP CODE: #268.18/33759 FLOOD ZONE LOCATION: Pinellas County, Florida Map #: 12103C0127D Effective Date: 9/3/03 The site is located in a zone X that is not a special flood hazard area. A small segment of the western boundary borders an AE flood hazard district where finished floor areas must be above 17’ elevation. This section is not considered to have a negative value impact on the subject and in reality, creates an open space benefit. ENVIRONMENTAL AUDIT DATA: The Appraisal has been performed without benefit of an environmental audit and presumes that no problems exist, however, I reserve the right to review and/or alter the value reported herein should a subsequent audit reveal problems. OBJECTIVE AND INTENDED USE/USERS OF THE APPRAISAL REPORT: The objective of the appraisal report is to estimate the current market value in fee simple estate of the subject property as of September 18, 2020 (date of inspection and photographs). It is my understanding that the intended use of the report is for guidance to the City of Clearwater in their pending purchase negotiations and that the intended users of the report are the City and property owner representatives and no others. 2 EXPOSURE PERIOD ESTIMATE: This is the past period of time required to have sold the subject property at my value estimate on the appraisal date. The scarcity of available land in this market has prompted extensive purchases of multiple infill parcels during the past several years and if priced fairly, the site should have sold in the normal one to three month period. The area location is considered prime with interest rates continuing at modest levels that would also indicate a relatively short marketing period. STATEMENT OF OWNERSHIP AND RECENT SALES HISTORY: The property is owned by Intra-Urban-Investments, LLC., of Oklahoma City that acquired title in June 2005 at a public records recorded price of $450,000 (recorded O. R. Book 14356, Page 1194). The property is currently listed for sale at $369,000/$6.05 PSF by Bay Concierge Realty (Joel Solomon) with MLS reporting 214 days on the market. SCOPE OF THE APPRAISAL: The extent of my research effort for the sale of similar vacant land has included the McMullen-Booth/East Lake corridors from Gulf-To-Bay Boulevard north to Keystone Road and along US 19 in Clearwater. The basic search included sold sites in MLS with my inspection and verification through public records in the Pinellas Clerk’s and Property Appraiser’s data bases. The report will include a Land Sales Comparison Approach that is the most reliable methodology for vacant land. DEFINITION OF MARKET VALUE: 1 The most probable price which a property should bring in a competitive and open market under all conditions requisite to a fair sale, the buyer and seller each acting prudently and knowledgeably, and assuming the price is not affected by undue stimulus. Implicit in the definition is the consummation of a sale as of a specified date and the passing of title from seller to buyer under conditions whereby: (1) Buyer and seller are typically motivated; 3 (2) Both parties are well informed or well advised, and acting in what they consider their own best interests; (3) A reasonable time is allowed for exposure in the open market; (4) Payment is made in terms of cash in U.S. dollars or in terms of financial arrangements comparable thereto; and (5) The price represents the normal consideration for the property sold unaffected by special or creative financing or sales concessions granted by anyone associated with the sale. ------------------------------------------- 1 Federal Deposit Insurance Corporation, 12 CFR, Part 323, RIN 3064-AB05, August 20, 1990, Section 323.2, Definitions. STANDARD CONTINGENT AND LIMITING CONDITIONS: This Appraisal Report is subject to the following limiting conditions and contingencies: This Appraisal Report in no way represents a guaranty or warranty of estimated market value as reported herein. The Appraisal Report represents the opinion of the undersigned based upon the data and its analysis contained herein. The legal description furnished is assumed to be correct and unless otherwise noted, no survey or title search has been made. No responsibility is assumed by the Appraiser(s) for these or any matters of a legal nature and no opinion of the title has been rendered. The property is appraised as though under responsible ownership and management. The Appraiser(s) believe(s) that information contained herein to be reliable, but assume(s) no responsibility for its reliability. The Appraiser(s) assume(s) there are no hidden or unapparent conditions of the property, subsoil, or structure which would affect the value estimate. Unless otherwise noted, the Appraiser(s) has not commissioned termite or structural inspection reports on any improvements nor subsoil tests on the land. 4 The attached photos, maps, drawings, and other exhibits in this report are intended to assist the reader in visualizing the property and have been prepared by the Appraiser(s) or his staff. These exhibits in no way are official representations/surveys of the subject property. Any distribution of the total valuation in this report between land and improvements applies only under the existing program of utilization. Separate valuations for land and buildings must not be used in conjunction with any other appraisal and are invalid if so used. In this appraisal assignment, the existence of potentially hazardous material used in the construction or maintenance of the building, such as the presence of ureaformaldehyde foam insulation, and/or the existence of toxic waste, which may or may not be present on the property, was not observed by the Appraiser; nor does he/she have any knowledge of the existence of such materials on or in the property. The Appraiser, however, is not qualified to detect such substances. The existence of ureaformaldehyde insulation or other potentially hazardous waste material may have an effect on the value of the property. The Appraiser urges the client to retain an expert in the field if desired. The Appraiser(s) will not be required to appear in court unless previously arranged. The Appraiser's duties pursuant to his employment to make the Appraisal are complete upon delivery and acceptance of the Appraisal Report. Possession of this report or copy thereof does not carry the right of publication. Neither all nor any part of the contents of this report (especially any; conclusions as to value, the identity of the Appraiser(s), or the firm with which he is connected, or any reference to the Appraisal Institute or to the MAI or SRA designation) shall be disseminated to the public through advertising media, public relations media, news media, sales media, or any other public means of communication without the prior written consent and approval of the undersigned. 5 The Americans with Disabilities Act ("ADA") became effective January 26, 1992. The Appraiser(s) has (have) not made a specific compliance survey and analysis of this property to determine whether or not it is in conformity with the various detailed requirements of the ADA. It is possible that a compliance survey of the property, together with a detailed analysis of the requirements of the ADA, could reveal that the property is not in compliance with one or more of the requirements of the Act. If so, this fact could have a negative effect upon the value of the property. Since the Appraiser(s) has (have) no direct evidence relating to this issue, the Appraiser(s) did not consider possible noncompliance with the requirements of ADA in estimating the value of the property. 6 CERTIFICATION The undersigned does hereby certify that, except as otherwise noted in this appraisal report: 1. As of the date of this report, I, James M. Millspaugh, have completed the requirements under the continuing education program of the Appraisal Institute. 2. I have personally inspected the subject property and have considered all factors affecting the value thereof, and to the best of my knowledge and belief, the statements of fact contained in this appraisal report, upon which the analyses, opinions and conclusions expressed herein are based, are true and correct, subject to all attached Contingent and Limiting Conditions. 3. I have no present or contemplated future interest in the real estate that is the subject of this appraisal report. 4. I have no personal interest or bias with respect to the subject matter of this appraisal report or the parties involved. 5. My fee for this appraisal report is in no way contingent upon my findings. The undersigned further certifies that employment for this appraisal assignment was not based on a requested minimum valuation or an approval of a loan. 6. This appraisal report sets forth all of the limiting conditions (imposed by the terms of my assignment or by the undersigned) affecting the analyses, opinions, and conclusions contained in this report. 7. This appraisal report has been made in conformity with and is subject to the requirements of the Code of Professional Ethics and Uniform Standards of Professional Practice of the Appraisal Institute and the Appraisal Foundation and may be subject to peer review. Further, I have met USPAP's competency provision and am capable of completing this appraisal assignment. 8. No one other than the undersigned prepared the analyses, conclusions and opinions concerning the real estate that are set forth in this appraisal report. 9. In my opinion, the estimated current market value of the fee simple estate of the subject real property as of September 18, 2020, was: TWO HUNDRED NINETY THOUSAND DOLLARS ($290,000) __________________________________ James M. Millspaugh, MAI State-Certified General Appraiser RZ58 7 AREA DESCRIPTION: This locale enjoys the area’s major crossroads to Westshore and Gateway employment centers plus a popular residential location for all forms of residential units. It includes one of the major Clearwater-based church complexes at Drew Street, a massive back-office location for Baycare health services, a large arts venue, new and proposed medical college campuses plus a full range of residential services. As such, the demand level for vacant land here is broad-based and has resulted in a limited supply that should benefit all vacant parcels unless development constraints are present. Therefore, from the location standpoint the subject parcel should be favorably impacted. SITE DATA: The subject is rectangular with an eastern width of 138’ to a 442.19’ depth including 61,022 SF or 1.4 acres MOL. It fronts 30’ on Hoyt Avenue, which is a 60’ street right-of-way that if extended past this parcel would require 30’ additional land from the south adjacent parcel owned by the City of Clearwater. The site is level and basically even with adjacent lands for the first 200’-225’ off Hoyt Avenue and then drops significantly (12’-15’ MOL) toward the western boundary. The lower elevation is heavily treed with brush while the first section off Hoyt Avenue is in grass with minor trees along the southern boundary. All public and private utilities are available to the site at no off-site costs. Surrounding improvements primarily include average value small single-family residences in the adjacent subdivision, city-owned recreational uses (ballfields) to the south and open space wetlands to the west. None of the adjacent uses are considered to be major detriments while the ball field lights and use may present minor detriments for some percentage of potential buyers. The elevation drop to the west would be useful for storm retention and the tree cover there is attractive for some added open space concept benefiting the eastern segment. Overall, the site shape, narrow road frontage and elevation drop would all have negative value impact for most residential concepts and are likely the rationale for the site being vacant during an otherwise active residential real estate market. 8 AERIAL MAP 9 ASSESSMENT AND TAX DATA: Pinellas County Parcel # 2019 Assessment 2019 Gross Tax 09-29-16-00000-330-0100 $181,295 $3,692.12 Paid early in November at $3,544.44 The 2020 assessment has tentatively been set at $211,432. ZONING AND LAND USE DATA: The site is currently zoned R-3 for single-family use by Pinellas County and classified as Residential Low - RL on the comprehensive land-use plan to allow a maximum density of five units per acre. This regulation typically allows smaller lots (6,000 SF - 60’ x 80’) single-family with setbacks of 20’ front, 6’ side and 10’ rear with non-residential FAR at .4 and .65 ISR. In this instance new development would be regulated under City of Clearwater zoning that is LMDR - Low Median Density Residential on the adjacent subdivision with the same RL land use classification. Allowable level one uses include community gardens, community residential group homes (6 max) and detached residential. These uses are granted per the zoning and require only staff approval. Flexible standard development includes attached and detached residential, residential infill and utility infrastructure that requires community board approval. Level two flexible uses include attached/detached residences, residential infill (single-family only), non- residential off-street parking, parks and recreation and schools. Site sizes range from 3,000- 40,000 SF with mostly 25’ front, 5’ side and 10’-15’ rear setbacks plus a 30’ height. The level II concepts include board and commission approvals. Overall, the list of allowed uses is mostly residential in concept except for the parking, school and public uses. 10 HIGHEST AND BEST USE: (Defined in the Addenda) Clearly, some residential use represents this concept. The allowed uses also include concepts that may be in demand by the adjacent south public ballfields ownership such as non- residential off-street parking, parks and recreation and/or utility infrastructure. Most of these concepts, however, have no value metrics per se as they are typically set by proximate private uses. As such, the private residential market will have the most impact. The most influential aspect of this property is the 30’ street frontage that is below the required 60’. Further, even if a 60’ right-of-way was possible here, most developers would be negatively impacted by the high cost of a single-loaded street as opposed to sharing the road costs by lots on both sides of the road. This is a major value deterrent for this property while a flag lot concept with a 24’ wide driveway becomes a viable alternative. Further, use restrictions become evident due to the large elevation drop on the western border. That area would be logical for storm retention with an outfall to the adjacent wetlands. That positive plus the attractive mature tree cover both would be added positives for a family compound concept for one or two residences. The seclusion here is marginal due to the ballfields but the large treed area would mitigate that impact to some extent. Still the area offers an exemplary central homesite that may be used by the proximate institutional and employment centers. LAND VALUE ESTIMATE: The following homesite sales have occurred during the past several years and provide a reasonable bracket of prices to judge the subject value. They sold through the local MLS, were zoned for low density residential uses and would have been alternatives for the subject property that has been in MLS with the current broker, Joel Solomon, for roughly seven months. Most of the sales were suitable for one residence while several had ample land for several homesites in a family compound arrangement. The most common value metric is the basic PSF of land value. The Sale Comparison details are summarized here with my analysis following. The sales all sold for cash or terms equivalent and did not require adjustment for cash equivalency. Only one that sold in Tarpon Springs did not have all utilities. 11 LAND SALES MAP 12 1. Lot 91, Del Oro Groves, 1st Addition, located at 3212 San Carlos Street, Clearwater, sold vacant in October 2018 at $155,000/$17.97 PSF. It was 70’ X 115’, located in an upscale subdivision located near downtown Safety Harbor (Recorded O. R. Book 20297, Page 1896). 2. Lot 33, Renaissance Oaks, located on Lauren Lane at Patricia Place sold in February 2019 for $200,000/$14.38 PSF along with the adjacent residence. It was 107’ x 130’ located in a relatively new upscale subdivision off McMullen-Booth Road near Northwood Estates retail/housing complex (Recorded O. R. Book 20439, Page 2090). 3. 2880 Union Street sold in June 2019 for $305,000/$6.94 PSF. This was a 147’ x 299’ acreage parcel outside of the adjacent platted lots in modern upscale subdivisions located near the Sylvan Abbey cemetery and modern elementary school. The buyer subsequently created a flag shape back lot with a 24’ wide driveway that sold for $220,000/$8.86 PSF including the 24’ x 160’ driveway. The original acreage parcel sale is recorded at O. R. Book 20587, Page 2218 while the flag lot sale is recorded at O. R. Book 20827, Page 2017. 4. 2225 Bow Lane lot sold in November 2019 at $355,654/$7.10 PSF. This was a 167’ x 300’ estate sized lot in a formal subdivision located in a “tucked-away” setting west of Philippe Parkway in Safety Harbor. The area had been developed several decades earlier but remains very popular as most of the infrastructure has been updated (Recorded O. R. Book 20784, Page 2343). 5. This Church Street acreage parcel is comprised of Lots 1-5, Inclusive, Block 2, Jackson Park where the access streets are unimproved. The site is located at the northwest corner of Palmetto Avenue and Church Street east of the paved Elm Street. This is a secluded homesite near the Safety Harbor Industrial Park about ½-mile east of McMullen-Booth Road. The area is attracting new construction on the infill parcels. The site sold in May 2020 at $115,000/$4.77 PSF and had 180’ x 134’ dimensions plus a 45’ x 134’ marsh area (Recorded O. R. Book 21009, Page 2100). 13 6. 2453 Keystone Road, Tarpon Springs, sold in June 2020 for $256,000/$3.11 PSF. This was a raw acreage parcel located below powerlines and setting off a trail easement along the road frontage. All utilities are available but most use septic tanks and private wells. The site was heavily wooded and ideal for a family compound concept. The site measured 89’ x 609’ in an area where supply is above normal for Pinellas County. A proximate modern lot located in Keystone Springs Subdivision off old Keystone Road sold in April 2020 for $195,000/$3.76 PSF for 1.19 acres upland. As such, this locale is similar price-wise to the modern lot sales quoted above off McMullen-Booth Road near the subject. The raw acreage status of the 2453 address and its size/shape are inferior to the subject (Recorded O. R. Book 21039, Page 1817). 7. A Nursery Road lot at Stewart Boulevard, Clearwater, sold in July 2020 at $130,000/$8.57 PSF. This was an acreage parcel with 80’ x 190’ dimensions that was heavily treed and classified as an infill site. It is about ½- mile west of US Highway 19 (Recorded O. R. Book 21073, Page 1022). 8. 3031 C. R. #31 located in the popular Bayview area of Clearwater in the southwest quadrant of Gulf-To-Bay Boulevard and Bayview Bridge sold in September 2020 for $143,000/$20.63 PSF. It was a 70’ x 99’ parcel located directly across from the Bayview public park and was improved with an older modest quality residence given no value (Recorded O. R. Book 21149, Page 0613). LOT SALES ANALYSIS AND CONCLUSIONS: The upscale platted lots sold in the $143,000-$200,000 range with PSF prices from $14.38-$20.63 PSF for the small Bayview area parcel that has an exemplary location premium. These are notably superior to the subject in terms of size, shape, infrastructure and the surrounding residences. 14 The acreage sales are more representative of the subject, except for the restricted 30’ access issue that in reality allows potentially one or two residences on flag shape lots that have likely objectionable public activities. They sold within the $3.11 PSF (Keystone Road) to $8.57 PSF small usable lot on Nursery Road where infrastructure and site shape, etc. are superior to the subject. Sale #3 and #5 are the most comparable with #3 being acreage but having a clearly superior location and ample frontage to create an added flag lot. Sale #5 is more traditional shape and size but has a restricted infrastructure and an old plat where the streets have not been developed. From review of this best available data it appears the subject value falls in the $4.50- $5.00 PSF range that is superior to the Tarpon Springs example but below the Union and Church Street Sales #3 and #5. 61,022 SF @ $4.50 PSF = $274,599 61,022 SF @ $5.00 PSF = $305,110 ROUNDED TO $290,000 ADDENDA QUALIFICATIONS OF THE APPRAISER JAMES M. MILLSPAUGH, MAI APPRAISAL EXPERIENCE: Appraisal experience in Pinellas County, Florida since 1968 when associated with Ross A. Alexander, MAI of Clearwater. Formed James Millspaugh & Associates, June 1980, in Clearwater. The firm concentrates the majority of its appraisal activities in Pinellas County with experience throughout the Tampa/St. Petersburg/ Clearwater MSA. APPRAISAL PLANT DATA: In addition to maintaining its location near the main Pinellas County Courthouse complex for easy access to governmental offices and the official public records maintained in the Clerk’s office for in-depth background research, the firm maintains Marshall Valuation Service Cost Data, online real estate transactions from RealQuest as provided by CoreLogic and MLS sales data provided by MFR.MLSMatrix plus national surveys on lodging, food service, offices, industrial parks, mini-storage, shopping center markets, investor return rates and others. COMMERCIAL APPRAISAL ASSIGNMENTS performed include golf courses, postal facilities, commercial buildings, shopping centers, warehouse/manufacturing buildings, mobile home and R.V. parks, financial institutions, nursing homes, motels, timeshares, restaurants, houses of worship, office buildings, apartment buildings, commercial and residential condominium projects (both proposed and conversions), marinas, theaters, fraternal buildings, school facilities, seaport facilities, railroad corridors, easements, leasehold and leased fee estates, life estates, vacant sites, including environmentally sensitive lands, and condemnation cases involving partial and total takings. Feasibility/market studies have been performed for industrial, office, retail, residential and timeshare markets. APPRAISAL EDUCATION: American Institute of Real Estate Appraisers (AIREA) courses successfully completed: I-A: Basic Principles, Methods and Techniques - 1973 VIII: Single Family Residential Appraisal - 1973 I-B: Capitalization Theory and Techniques - 1974 II: Urban Properties - 1975 IV: Condemnation - 1978 : Standards of Professional Practice - 1992, Parts A & B Society of Real Estate Appraisers (SREA) courses successfully completed: 301: Special Applications of Appraisal Analysis – 1980 JAMES M. MILLSPAUGH, MAI (Qualifications Continued) RECENT SEMINARS ATTENDED: Sponsored by The Appraisal Institute Valuation of Wetlands, 2004. Commercial Highest and Best Use – Case Studies:, 2005. Uniform Standards (Yellow Book) for Federal Land Acquisitions, 2007. Condominiums, Co-Ops and PUDS, 2007. Analyzing Distressed Real Estate, 2007. Appraisal Curriculum Overview, Two-Day General, 2009. Cool Tools: New Technologies for Real Estate Appraisers, 2010. Valuation of Detrimental Conditions, 2010. Analyzing Tenant Credit Risk/Commercial Lease Analysis, 2011. Fundamentals of Separating Real and Personal Property and Intangible Business Assets, 2012. Marketability Studies: Advanced Considerations and Applications, 2013. Lessons From the Old Economy: Working in the New, 2013. Critical Thinking in Appraisals, 2014. Litigation Appraising, 2015. Webinars on the FEMA 50% Rule, Wind Turbine Effects on Value and Contamination and The Valuation Process, 2015. Business Practice and Ethics, 2017. Parking and its Impact on Florida Properties, 2018. Solving Land Valuation Puzzles, 2018. Insurance Appraisals, 2018. Evaluating Commercial Leases, 2019. Artificial Intelligence, AVMs and Blockchain, 2019. Appraising Donated Real Estate Conservation Easements, IRS, 2020. Florida State Law Update, 2020. National USPAP Update, 2020. EDUCATION: Bachelor of Science in Business Administration, University of Florida Associates of Arts, St. Petersburg Junior College PROFESSIONAL AFFILIATIONS AND CERTIFICATION Member: Appraisal Institute with the MAI designation, Certificate #6087, awarded April, 1980. Mr. Millspaugh is a past President of The Gulf Atlantic Florida Chapter of the AI (formerly Florida Chapter No. 2), served as an admissions team leader for the West Coast Florida Chapter, is the past Chairman for the National Ethics Administration Division of the Appraisal Institute and served as the Region X Member of the Appellate Division of the Appraisal Institute. Mr. Millspaugh is a State-Certified General Real Estate Appraiser (RZ58) and has served as a pro-bono expert witness for the Florida Real Estate Appraisal Board. Member:Pinellas Realtors Organization, National Association of Realtors Note: The AIREA and SREA merged into one organization on January 1, 1991, that is now known as the AI - Appraisal Institute. STANDARD DEFINITIONS HIGHEST AND BEST USE: 1. The reasonably probable use of property that results in the highest value. The four criteria that the highest and best use must meet are legal permissibility, physical possibility, financial feasibility, and maximal productivity. 2. The use of an asset that maximizes its potential and that is possible, legally permissible, and financially feasible. The highest and best use may be for continuation of an assets existing use or for some alternative use. This is determined by the use that a market participant would have in mind for the asset when formulating the price that it would be willing to bid. (IVS) 3. [The] highest and most profitable use for which the property is adaptable and needed or likely to be needed in the reasonably near future. (Uniform Appraisal Standards For Federal Land Acquisitions) FEE SIMPLE ESTATE: Absolute ownership unencumbered by any other interest or estate, subject only to the limitations imposed by the governmental powers of taxation, eminent domain, police power, and escheat. LEASEHOLD INTEREST: The right held by the lessee to use and occupy real estate for a stated term and under conditions specified in the lease. LEASED FEE INTEREST: The ownership interest held by the lessor, which includes the right to receive the contract rent specified in the lease plus the reversionary right when the lease expires. REPLACEMENT COST: The estimated cost to construct, at current prices as of a specific date, a substitute for a building or other improvements, using modern materials and current standards, design and layout. REPRODUCTION COST: The estimated cost to construct, at current prices as of the effective date of the appraisal, an exact duplicate or replica of the building being appraised, using the same materials, construction standards, design, layout and quality of workmanship and embodying all the deficiencies, super-adequacies, and obsolescence of the subject building. ------------------------------------------------------------------- 2. Appraisal Institute, The Dictionary of Real Estate Appraisal - Sixth Edition, 2015. pages 109, 90, 128, 197 and 198. Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8434 Agenda Date: 12/3/2020 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Engineering Department Agenda Number: 7.2 SUBJECT/RECOMMENDATION: Award a Construction Contract to Gator Grading and Paving LLC, of Palmetto, Florida, for the 2021 Roadway Resurfacing project, per Invitation to Bid (ITB) 19-0045-EN, in the amount of $2,550,000 for an initial one-year term with an option to renew for three additional one-year renewal terms on a unit price basis and authorize the appropriate officials to execute same. (consent) SUMMARY: ITB 19-0045-EN closed October 22, 2020 with Gator Grading and Paving LLC as the lowest most responsible bidder. The City of Clearwater’s annual street resurfacing program is designed to prevent the deterioration of the asphalt road surface, maintain the integrity of the road substructure, and extend the useful lifespan of the roadways. This contract will utilize milling machinery to remove a layer of deteriorated asphalt, apply a new layer of asphalt and provide many more years of service. The streets scheduled for resurfacing in this contract were selected from the City’s pavement management plan, citizens' requests, and staff observations. The neighborhoods and streets included in this year’s annual resurfacing contract are College Hill Park, Imperial Park, Montclair Lake Estate, North Harbor Oaks, Skycrest and East Gateway, Sunset Highland and Brentwood Estates, and Druid Road from Druid Oak Dr. to Bypass Dr. This is a unit price contract not to exceed a total of $2,550,000 annually with an estimated start date of December 1, 2020. The city reserves the option to extend the contract on a yearly basis up to three additional one-year renewal terms. APPROPRIATION CODE AND AMOUNT: ENRD180004-CONS-CNSTRC $2,300,000 ENST180001-CONS-CNSTRC $ 250,000 Funds are available in capital improvement projects in amounts of $2,300,000 in ENRD180004, Streets and Sidewalks, and $250,000 in ENST180001, Storm System Improvements, to fund the contract and will be included in FY2022 through FY2024 Capital Improvement Program for future renewals in amounts of $2,300,000 and $250,000 per year. Page 1 City of Clearwater Printed on 12/2/2020 DBE no DBE no DBE no DBE no BID ITEMS UNIT QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT STREETS AND SIDEWALKS 1.0 ROADWAY RESURFACING 1.01 PREPARATION, INSTALLATION AND MAINTENANCE OF PROJECT SIGNS LS 1 $ 2,500.00 $ 2,500.00 6,500.00$ 6,500.00$ 4,619.75$ 4,619.75$ 86,947.13$ 86,947.13$ 1.02 EROSION & SEDIMENT CONTROL, INLET PROTECTION SYSTEMS LS 1 $ 3,000.00 $ 3,000.00 4,500.00$ 4,500.00$ 4,619.75$ 4,619.75$ 21,798.00$ 21,798.00$ 1.03 FULL WIDTH MILLING (UP TO 2”)SY 200,000 $ 2.00 $ 400,000.00 1.95$ 390,000.00$ 2.17$ 434,000.00$ 3.99$ 798,000.00$ 1.04 FULL WIDTH MILLING (2” TO 4”)SY 2,000 $ 2.85 $ 5,700.00 4.66$ 9,320.00$ 5.65$ 11,300.00$ 4.95$ 9,900.00$ 1.05 PROFILE MILLING SY 20,000 $ 1.55 $ 31,000.00 1.50$ 30,000.00$ 2.19$ 43,800.00$ 4.06$ 81,200.00$ 1.05 SUPERPAVE ASPHALT CONCRETE, TYPE SP 12.5 TN 5,000 $ 92.00 $ 460,000.00 96.00$ 480,000.00$ 117.27$ 586,350.00$ 115.39$ 576,950.00$ 1.06 SUPERPAVE ASPHALT CONCRETE, TYPE SP 9.5 TN 15,000 $ 92.50 $ 1,387,500.00 98.00$ 1,470,000.00$ 123.68$ 1,855,200.00$ 117.96$ 1,769,400.00$ 1.07 PAVEMENT MARKING – CROSSWALKS EA 40 $ 200.00 $ 8,000.00 150.00$ 6,000.00$ 124.52$ 4,980.80$ 150.00$ 6,000.00$ 1.08 PAVEMENT MARKING – STOP BARS EA 40 $ 60.00 $ 2,400.00 200.00$ 8,000.00$ 31.13$ 1,245.20$ 37.50$ 1,500.00$ 1.09 PAVEMENT MARKING – SCHOOL CROSSING/RR EA 8 $ 200.00 $ 1,600.00 120.00$ 960.00$ 114.15$ 913.20$ 137.50$ 1,100.00$ 1.10 PAVEMENT MARKING – TURN, STRAIGHT, COMBO ARROWS EA 10 $ 80.00 $ 800.00 50.00$ 500.00$ 36.32$ 363.20$ 43.75$ 437.50$ 1.11 PAVEMENT MARKING – 6" DASHED (WHITE, YELLOW OR DOUBLE YELLOW)LF 10,000 $ 0.60 $ 6,000.00 0.35$ 3,500.00$ 0.36$ 3,600.00$ 0.44$ 4,400.00$ 1.12 PAVEMENT MARKING – 6" SOLID WHITE/ YELLOW LF 50,000 $ 0.40 $ 20,000.00 0.26$ 13,000.00$ 0.26$ 13,000.00$ 0.50$ 25,000.00$ 1.13 PAVEMENT MARKING – 12" SOLID WHITE/YELLOW LF 10,000 $ 1.00 $ 10,000.00 0.88$ 8,800.00$ 0.83$ 8,300.00$ 1.00$ 10,000.00$ 1.14 PAVEMENT MARKING – STD, WHITE, MESSAGE EA 16 $ 120.00 $ 1,920.00 71.00$ 1,136.00$ 62.26$ 996.16$ 75.00$ 1,200.00$ 1.15 LOOP ASSEMBLY, TYPE A, 6' X 20', F& I EA 10 $ 1,300.00 $ 13,000.00 1,650.00$ 16,500.00$ 1,208.82$ 12,088.20$ 2,000.00$ 20,000.00$ 1.16 FULL DEPTH RECLAMATION (FDR)SY 8,000 $ 11.35 $ 90,800.00 11.50$ 92,000.00$ 16.01$ 128,080.00$ 25.63$ 205,040.00$ 1.17 EMULSION (FDR)GAL 25,000 $ 2.50 $ 62,500.00 2.65$ 66,250.00$ 2.49$ 62,250.00$ 1.28$ 32,000.00$ 1.18 PORTLAND CEMENT (FDR)TN 100 $ 165.00 $ 16,500.00 165.00$ 16,500.00$ 155.65$ 15,565.00$ 128.40$ 12,840.00$ 1.19 COMPACT & GRADING (FDR)SY 8,000 $ 12.00 $ 96,000.00 15.00$ 120,000.00$ 3.14$ 25,120.00$ 6.44$ 51,520.00$ 1.20 CONTRACTOR RETAINS PROJECT MILLINGS (DEDUCT)Truck (15 CY) 500 $ (60.00) $ (30,000.00)(112.00)$ (56,000.00)$ 0.01$ 5.00$ (45.00)$ (22,500.00)$ SUBTOTAL ROADWAY RESURFACING $ 2,589,220.00 2,687,466.00$ 3,216,396.26$ 3,692,732.63$ 1.21 10% ROADWAY RESURFACING CONTINGENCY LS 1 $ 258,922.00 $ 258,922.00 268,746.60$ 268,746.60$ 321,639.63$ 321,639.63$ 369,273.26$ 369,273.26$ TOTAL ROADWAY RESURFACING $ 2,848,142.00 2,956,212.60$ 3,538,035.89$ 4,062,005.89$ 3.0 AMERICANS WITH DISABILITIES ACT (A.D.A.) IMPROVEMENTS 2021 ROADWAY RESURFACING (#19-0045-EN) BID OPENING - October 22, 2020 2pm AWARD - November 19, 2020 Hubbard Construction Company 1936 Lee Road, Suite 300 Winter Park, FL 32789 Mondragon Paving, LLC 6721 N. Armenia Ave. Tampa, FL 33604 Ajax Paving Industries of Florida, LLC One Ajax Drive North Venice, FL 34275 Gator Grading & Paving, LLC 2704 105th Street East Palmetto, FL 34220 DBE no DBE no DBE no DBE no BID ITEMS UNIT QTY UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT 2021 ROADWAY RESURFACING (#19-0045-EN) BID OPENING - October 22, 2020 2pm AWARD - November 19, 2020 Hubbard Construction Company 1936 Lee Road, Suite 300 Winter Park, FL 32789 Mondragon Paving, LLC 6721 N. Armenia Ave. Tampa, FL 33604 Ajax Paving Industries of Florida, LLC One Ajax Drive North Venice, FL 34275 Gator Grading & Paving, LLC 2704 105th Street East Palmetto, FL 34220 3.01 ADA MAT ONLY (INSTALLED ON EXISTING CONCRETE)EA 50 $ 165.00 $ 8,250.00 355.00$ 17,750.00$ 659.10$ 32,955.00$ 247.48$ 12,374.00$ 3.02 ADA RAMP WITH MAT, FDOT 304, CR-E, CR-F, CR-L & City Index 109 EA 50 $ 1,300.00 $ 65,000.00 2,600.00$ 130,000.00$ 3,541.72$ 177,086.00$ 598.00$ 29,900.00$ 3.03 ADA RAMP W/ MODIFIED CURB EA 50 $ 1,300.00 $ 65,000.00 2,950.00$ 147,500.00$ 3,245.40$ 162,270.00$ 598.00$ 29,900.00$ SUBTOTAL A.D.A. IMPROVEMENTS $ 138,250.00 295,250.00$ 372,311.00$ 72,174.00$ 3.04 10% A.D.A. CONTINGENCY LS 1 $ 13,825.00 $ 13,825.00 29,525.00$ 29,525.00$ 37,231.10$ 37,231.10$ 7,217.40$ 7,217.40$ TOTAL A.D.A. IMPROVEMENTS $ 152,075.00 324,775.00$ 409,542.10$ 79,391.40$ SUBTOTAL STREETS AND SIDEWALKS $ 2,727,470.00 2,982,716.00$ 3,588,707.26$ 3,764,906.63$ TOTAL CONTINGENCY $ 272,747.00 298,271.60$ 358,870.73$ 376,490.66$ TOTAL STREETS AND SIDEWALKS $ 3,000,217.00 3,280,987.60$ 3,947,577.99$ 4,141,397.29$ 2.0 STORMWATER 2.01 MODIFIED CURB, R&R LF 5,000 $ 45.00 $ 225,000.00 45.00$ 225,000.00$ 44.88$ 224,400.00$ 65.36$ 326,800.00$ 2.02 VALLEY CURB, R&R LF 2,500 $ 67.00 $ 167,500.00 45.00$ 112,500.00$ 44.94$ 112,350.00$ 65.36$ 163,400.00$ 2.03 TYPE 1 CURB, R&R LF 5,000 $ 70.00 $ 350,000.00 45.00$ 225,000.00$ 40.54$ 202,700.00$ 66.61$ 333,050.00$ 2.04 CONCRETE SWALE CURB LF 300 $ 50.00 $ 15,000.00 50.00$ 15,000.00$ 43.96$ 13,188.00$ 75.98$ 22,794.00$ 2.05 12" STABILIZED SUBGRADE (LBR40)SY 1,000 $ 110.00 $ 110,000.00 25.00$ 25,000.00$ 74.67$ 74,670.00$ 103.86$ 103,860.00$ 2.06 TREE REMOVAL (12"DIA - 24" DIA)EA 10 $ 1,200.00 $ 12,000.00 1,000.00$ 10,000.00$ 3,035.08$ 30,350.80$ 187.50$ 1,875.00$ 2.07 TREE REMOVAL (25"DIA - 36" DIA)EA 5 $ 2,000.00 $ 10,000.00 1,500.00$ 7,500.00$ 4,378.91$ 21,894.55$ 625.00$ 3,125.00$ 2.08 TREE REMOVAL (GREATER THAN 36'' DIA)EA 5 $ 3,000.00 $ 15,000.00 3,000.00$ 15,000.00$ 7,076.87$ 35,384.35$ 1,250.00$ 6,250.00$ 2.09 TREE REMOVAL (PALM)EA 10 $ 1,500.00 $ 15,000.00 300.00$ 3,000.00$ 1,556.39$ 15,563.90$ 312.50$ 3,125.00$ SUBTOTAL STORMWATER $ 919,500.00 638,000.00$ 730,501.60$ 964,279.00$ 2.10 10% STORMWATER CONTINGENCY LS 1 $ 91,950.00 $ 91,950.00 63,800.00$ 63,800.00$ 73,050.16$ 73,050.16$ 96,427.90$ 96,427.90$ TOTAL STORMWATER $ 1,011,450.00 701,800.00$ 803,551.76$ 1,060,706.90$ 1,157,134.80$ SUBTOTAL 3,646,970.00$ 3,620,716.00$ 4,319,208.86$ 4,729,185.63$ 41 10% CONTINGENCY 364,697.00$ 362,071.60$ 431,920.89$ 472,918.56$ TOTAL CONTRACT 4,011,667.00$ 3,982,787.60$ 4,751,129.75$ 5,202,104.19$ TOTAL CONTRACT 4,011,667.00$ 3,982,787.60$ 4,751,129.75$ 5,202,104.19$ DBE DISADVANTAGED BUSINESS ENTERPRISE Bid Tabulations are not public until 30 days after bid opening or upon award by City Council, whichever occurs first. calculation correction SECTION V Page i Updated: 5/4/2020 SECTION V CONTRACT DOCUMENTS Table of Contents PUBLIC CONSTRUCTION BOND ......................................................................................................... 1 CONTRACT ................................................................................................................................................ 3 CONSENT OF SURETY TO FINAL PAYMENT .................................................................................. 7 PROPOSAL/BID BOND ............................................................................................................................ 8 AFFIDAVIT ................................................................................................................................................ 9 NON-COLLUSION AFFIDAVIT ........................................................................................................... 10 PROPOSAL ............................................................................................................................................... 11 CITY OF CLEARWATER ADDENDUM SHEET ............................................................................... 13 BIDDER’S PROPOSAL ........................................................................................................................... 14 SCRUTINIZED COMPANIES AND BUSINESS OPERATIONS WITH CUBA AND SYRIA CERTIFICATION FORM ....................................................................................................................... 17 SCRUTINIZED COMPANIES THAT BOYCOTT ISRAEL LIST CERTIFICATION FORM...... 18 SECTION V – Contract Documents SECTION V Page 1 of 18 Updated: 5/4/2020 Bond No.: ________________ PUBLIC CONSTRUCTION BOND (1) This bond is given to comply with § 255.05, Florida Statutes, and any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in subsections (2) and (10). Pursuant to § 255.05(1)(b), Florida Statutes, “Before commencing the work or before recommencing the work after a default or abandonment, the contractor shall provide to the public entity a certified copy of the recorded bond. Notwithstanding the terms of the contract or any other law governing prompt payment for construction services, the public entity may not make a payment to the contractor until the contractor has complied with this paragraph.” CONTRACTOR SURETY OWNER Gator Grading & Paving, LLC 2704 105th Street East Palmetto, FL 374221 941-751-3900 City of Clearwater Engineering 100 S. Myrtle Avenue Clearwater, FL 33756 (727) 562-4750 PROJECT NAME: 2021 Roadway Resurfacing PROJECT NO.: 19-0045-EN PROJECT DESCRIPTION: The work includes: the asphaltic resurfacing of approximately 10 miles of streets within the City of Clearwater. BY THIS BOND, We, Gator Grading & Paving, LLC , as Contractor, and __________________________________________________, a corporation, as Surety, are bound to the City of Clearwater, Florida, herein called Owner, in the sum of $2,500.000.00 (Two Million, Five Hundred Thousand), for payment of which we bind ourselves, our heirs, personal representatives, successors, and assigns, jointly and severally. THE CONDITION OF THIS BOND is that if Contractor: 1. Performs the contract dated _________________, between Contractor and Owner for construction of 2021 Roadway Resurfacing # 19-0045-EN, the contract documents being made a part of this bond by reference (which include the Advertisement for Bids, Proposal, Contract, Surety Bond, Instructions to Bidders, General Conditions, Plans, Technical Specifications and Appendix, and such alterations as may be made in said Plans and Specifications as therein provided for), at the times and in the manner prescribed in the contract; and 2. Promptly makes payments to all claimants, as defined in Section 255.05(1), Florida Statutes, supplying Contractor with labor, materials, or supplies, used directly or indirectly by Contractor in the prosecution of the work provided for in the contract; and SECTION V – Contract Documents SECTION V Page 2 of 18 Updated: 5/4/2020 Bond No.:________________ PUBLIC CONSTRUCTION BOND (2) 3. Pays Owner all losses, damages, expenses, costs, and attorney’s fees, including appellate proceedings, that Owner sustains because of a default by Contractor under the contract; and 4. To the limits of § 725.06(2), Florida Statutes, shall indemnify and hold harmless Owner, their officers and employees, from liabilities, damages, losses and costs, including, but not limited to, reasonable attorney’s fees, to the extent caused by the negligence, recklessness, or intentional wrongful misconduct of Contractor and persons employed or utilized by Contractor in the performance of the construction contract; and 5. Performs the guarantee of all work and materials furnished under the contract for the time specified in the contract, then this bond is void; otherwise it remains in full force. 6. Any action instituted by a claimant under this bond for payment must be in accordance with the notice and time limitation provisions in Section 255.05(2), Florida Statutes. 7. Any changes in or under the contract documents and compliance or noncompliance with any formalities connected with the contract or the changes does not affect Surety’s obligation under this bond, and Surety does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work or to the specifications. IN TESTIMONY WHEREOF, witness the hands and seals of the parties hereto this __________ day of ________________, 20___. (If sole Ownership or Partnership, two (2) Witnesses required). (If Corporation, Secretary only will attest and affix seal). Gator Grading & Paving, LLC By: ____________________________ Title: ____________________________ Print Name: ____________________________ WITNESS: WITNESS: _______________________________________ _______________________________________ Corporate Secretary or Witness Print Name: ____________________________ Print Name: _____________________________ (affix corporate seal) _______________________________________ (Corporate Surety) By: _________________________________ ATTORNEY-IN-FACT Print Name: ___________________________ (affix corporate seal) (Power of Attorney must be attached) SECTION V – Contract Documents SECTION V Page 3 of 18 Updated: 5/4/2020 CONTRACT (1) This CONTRACT made and entered into this ___ day of ____________, 20___ by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City", and Gator Grading & Paving, LLC, of the City of Palmetto, County of Manatee and State of Florida, hereinafter designated as the "Contractor". [Or, if out of state:] This CONTRACT made and entered into this ___ day of ____________, 20___ by and between the City of Clearwater, Florida, a municipal corporation, hereinafter designated as the "City", and _____________________________________, a/an _____________(State) Corporation authorized to do business in the State of Florida, of the City of ____________________ County of __________________________ and State of ____________, hereinafter designated as the "Contractor". WITNESSETH: That the parties to this contract each in consideration of the undertakings, promises and agreements on the part of the other herein contained, do hereby undertake, promise and agree as follows: The Contractor, and his or its successors, assigns, executors or administrators, in consideration of the sums of money as herein after set forth to be paid by the City and to the Contractor, shall and will at their own cost and expense perform all labor, furnish all materials, tools and equipment for the following: PROJECT NAME: 2021 Roadway Resurfacing PROJECT NO.: 19-0045-EN in the amount of $2,500,000.00 In accordance with such proposal and technical supplemental specifications and such other special provisions and drawings, if any, which will be submitted by the City, together with any advertisement, instructions to bidders, general conditions, technical specifications, proposal and bond, which may be hereto attached, and any drawings if any, which may be herein referred to, are hereby made a part of this contract, and all of said work to be performed and completed by the contractor and its successors and assigns shall be fully completed in a good and workmanlike manner to the satisfaction of the City. If the Contractor should fail to comply with any of the terms, conditions, provisions or stipulations as contained herein within the time specified for completion of the work to be performed by the Contractor, then the City, may at its option, avail itself of any or all remedies provided on its behalf and shall have the right to proceed to complete such work as Contractor is obligated to perform in accordance with the provisions as contained herein. SECTION V – Contract Documents SECTION V Page 4 of 18 Updated: 5/4/2020 CONTRACT (2) THE CONTRACTOR AND HIS OR ITS SUCCESSORS AND ASSIGNS DOES HEREBY AGREE TO ASSUME THE DEFENSE OF ANY LEGAL ACTION WHICH MAY BE BROUGHT AGAINST THE CITY AS A RESULT OF THE CONTRACTOR'S ACTIVITIES ARISING OUT OF THIS CONTRACT AND FURTHERMORE, IN CONSIDERATION OF THE TERMS, STIPULATIONS AND CONDITIONS AS CONTAINED HEREIN, AGREES TO HOLD THE CITY FREE AND HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, COSTS OF SUITS, JUDGMENTS OR DECREES RESULTING FROM ANY CLAIMS MADE UNDER THIS CONTRACT AGAINST THE CITY OR THE CONTRACTOR OR THE CONTRACTOR'S SUB CONTRACTORS, AGENTS, SERVANTS OR EMPLOYEES RESULTING FROM ACTIVITIES BY THE AFOREMENTIONED CONTRACTOR, SUB CONTRACTOR, AGENT SERVANTS OR EMPLOYEES, TO THE LIMITS OF § 725.06(2). In addition to the foregoing provisions, the Contractor agrees to conform to the following requirements: In connection with the performance of work under this contract, the Contractor agrees not to discriminate against any employee or applicant for employment because of race, sex, religion, color, or national origin. The aforesaid provision shall include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; lay off or termination; rates of pay or other forms of compensation; and selection for training, including apprenticeship. The Contractor agrees to post hereafter in conspicuous places, available for employees or applicants for employment, notices to be provided by the contracting officer setting forth the provisions of the non-discrimination clause. The Contractor further agrees to insert the foregoing provisions in all contracts hereunder, including contracts or agreements with labor unions and/or worker's representatives, except sub-contractors for standard commercial supplies or raw materials. It is mutually agreed between the parties hereto that time is of the essence of this contract, and in the event that the work to be performed by the Contractor is not completed within the time stipulated herein, it is then further agreed that the City may deduct from such sums or compensation as may be due to the Contractor the sum of $1,000.00 per day for each day that the work to be performed by the Contractor remains incomplete beyond the time limit specified herein, which sum of $1,000.00 per day shall only and solely represent damages which the City has sustained by reason of the failure of the Contractor to complete the work within the time stipulated, it being further agreed that this sum is not to be construed as a penalty but is only to be construed as liquidated damages for failure of the Contractor to complete and perform all work within the time period as specified in this contract. It is further mutually agreed between the City and the Contractor that if, any time after the execution of this contract and the public construction bond which is attached hereto for the faithful performance of the terms and conditions as contained herein by the Contractor, that the City shall at any time deem the surety or sureties upon such public construction bond to be unsatisfactory or if, for any reason, the said bond ceases to be adequate in amount to cover the performance of the work the Contractor shall, at his or its own expense, within ten (10) days after receipt of written notice from the City to do so, furnish an additional bond or bonds in such term and amounts and with such surety or sureties as shall be satisfactory to the City. If such an event occurs, no further payment shall be made to the Contractor under the terms and provisions of this contract until such new or additional security bond guaranteeing the faithful performance of the work under the terms hereof shall be completed and furnished to the City in a form satisfactory to it. SECTION V – Contract Documents SECTION V Page 5 of 18 Updated: 5/4/2020 CONTRACT (3) In addition to all other contract requirements as provided by law, the contractor executing this agreement agrees to comply with public records law. IF THE CONTRACTOR HAS QUESTIONS REGARDING THE APPLICATION OF CHAPTER 119, FLORIDA STATUTES, THE CONTRACTORS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT. CONTACT THE CUSTODIAN OF PUBLIC RECORDS AT 727-562-4092, Rosemarie.Call@myclearwater.com, 600 Cleveland St. Clearwater, FL 33756 The contractor’s agreement to comply with public records law applies specifically to: a) Keep and maintain public records required by the City of Clearwater (hereinafter “public agency”) to perform the service being provided by the contractor hereunder. b) Upon request from the public agency’s custodian of public records, provide the public agency with a copy of the requested records or allow the records to be inspected or copied within a reasonable time at a cost that does not exceed the cost provided for in Chapter 119, Florida Statutes, as may be amended from time to time, or as otherwise provided by law. c) Ensure that the public records that are exempt or confidential and exempt from public records disclosure requirements are not disclosed except as authorized by law for the duration of the contract term and following completion of the contract if the contractor does not transfer the records to the public agency. d) Upon completion of the contract, transfer, at no cost, to the public agency all public records in possession of the contractor or keep and maintain public records required by the public agency to perform the service. If the contractor transfers all public records to the public agency upon completion of the contract, the contractor shall destroy any duplicate public records that are exempt or confidential and exempt from public records disclosure requirements. If the contractor keeps and maintains public records upon completion of the contract, the contractor shall meet all applicable requirements for retaining public records. All records stored electronically must be provided to the public agency, upon request from the public agency’s custodian of public records, in a format that is compatible with the information technology systems of the public agency. e) A request to inspect or copy public records relating to a public agency’s contract for services must be made directly to the public agency. If the public agency does not possess the requested records, the public agency shall immediately notify the contractor of the request and the contractor must provide the records to the public agency or allow the records to be inspected or copied within a reasonable time. f) The contractor hereby acknowledges and agrees that if the contractor does not comply with the public agency’s request for records, the public agency shall enforce the contract provisions in accordance with the contract. g) A contractor who fails to provide the public records to the public agency within a reasonable time may be subject to penalties under Section 119.10, Florida Statutes. h) If a civil action is filed against a contractor to compel production of public records relating to a public agency’s contract for services, the court shall assess and award against the contractor the reasonable costs of enforcement, including reasonable attorney fees, if: 1. The court determines that the contractor unlawfully refused to comply with the public records request within a reasonable time; and SECTION V – Contract Documents SECTION V Page 6 of 18 Updated: 5/4/2020 CONTRACT (4) 2. At least 8 business days before filing the action, the plaintiff provided written notice of the public records request, including a statement that the contractor has not complied with the request, to the public agency and to the contractor. i) A notice complies with subparagraph (h)2. if it is sent to the public agency’s custodian of public records and to the contractor at the contractor’s address listed on its contract with the public agency or to the contractor’s registered agent. Such notices must be sent by common carrier delivery service or by registered, Global Express Guaranteed, or certified mail, with postage or shipping paid by the sender and with evidence of delivery, which may be in an electronic format. j) A contractor who complies with a public records request within 8 business days after the notice is sent is not liable for the reasonable costs of enforcement. IN WITNESS WHEREOF, the parties to the agreement have hereunto set their hands and seals and have executed this Agreement, the day and year first above written. CITY OF CLEARWATER IN PINELLAS COUNTY, FLORIDA By: __________________________________ (SEAL) William B. Horne, II City Manager Attest: Countersigned: __________________________________________ Rosemarie Call City Clerk By: __________________________________ Approved as to form: Frank Hibbard Mayor __________________________________________ Owen Kohler Assistant City Attorney Contractor must indicate whether: ______ Corporation, ______ Partnership, ______ Company, or ______ Individual __________________________________________ (Contractor) By: _________________________ (SEAL) Print Name: ________________________________ Title: _____________________________________ The person signing shall, in his own handwriting, sign the Principal's name, his own name, and his title; where the person is signing for a Corporation, he must, by Affidavit, show his authority to bind the Corporation – provide Affidavit. SECTION V – Contract Documents SECTION V Page 7 of 18 Updated: 5/4/2020 CONSENT OF SURETY TO FINAL PAYMENT TO OWNER: City of Clearwater PROJECT NAME: 2021 Roadway Resurfacing Engineering Dept. PROJECT NO.: 19-0045-EN 100 S. Myrtle Ave. CONTRACT DATE: [__________] Clearwater, FL 33756 BOND NO.: [__________], recorded in O.R. Book [____], Page [____], of the Public Records of Pinellas County, Florida. CONTRACTOR: Gator Grading & Paving, LLC Pursuant to § 255.05(11), Florida Statutes, and in accordance with the provisions of the Contract between the Owner and the Contractor as indicated above, the: [insert name of Surety] [address] [address] ,SURETY, on bond of Gator Grading & Paving, LLC 2704 105th Street East palmetto, FL 34221 ,CONTRACTOR, hereby approves of the final payment to the Contractor, and agrees that final payment to the Contractor shall not relieve Surety of any of its obligations to City of Clearwater Engineering 100 S. Myrtle Ave. Clearwater, FL 33756 ,OWNER, as set forth in said Surety’s bond. IN WITNESS WHEREOF, the Surety has hereunto set its hand this ___ day of ___________, ______ __________________________________________ (Surety) __________________________________________ (Signature of authorized representative) __________________________________________ (Printed name and title) Attest: (Seal): Corrected Gator Grading Bid Proposal BID ITEMS UNIT EST. QTY. UNIT PRICE TOTAL STREETS AND SIDEWALKS 1.0 ROADWAY RESURFACING 1.01 PREPARATION, INSTALLATION AND MAINTENANCE OF PROJECT SIGNS LS 1 $ 6,500.00 $ 6,500.00 1.02 EROSION & SEDIMENT CONTROL, INLET PROTECTION SYSTEMS LS 1 $ 4,500.00 $ 4,500.00 1.03 FULL WIDTH MILLING (UP TO 2”) SY 200,000 $ 1.95 $ 390,000.00 1.04 FULL WIDTH MILLING (2” TO 4”) SY 2,000 $ 4.66 $ 9,320.00 1.05 PROFILE MILLING SY 20,000 $ 1.50 $ 30,000.00 1.05 SUPERPAVE ASPHALT CONCRETE, TYPE SP 12.5 TN 5,000 $ 96.00 $ 480,000.00 1.06 SUPERPAVE ASPHALT CONCRETE, TYPE SP 9.5 TN 15,000 $ 98.00 $ 1,470,000.00 1.07 PAVEMENT MARKING – CROSSWALKS EA 40 $ 150.00 $ 6,000.00 1.08 PAVEMENT MARKING – STOP BARS EA 40 $ 200.00 $ 8,000.00 1.09 PAVEMENT MARKING – SCHOOL CROSSING/RR EA 8 $ 120.00 $ 960.00 1.10 PAVEMENT MARKING – TURN, STRAIGHT, COMBO ARROWS EA 10 $ 50.00 $ 500.00 1.11 PAVEMENT MARKING – 6" DASHED (WHITE, YELLOW OR DOUBLE YELLOW) LF 10,000 $ 0.35 $ 3,500.00 1.12 PAVEMENT MARKING – 6" SOLID WHITE/ YELLOW LF 50,000 $ 0.26 $ 13,000.00 1.13 PAVEMENT MARKING – 12" SOLID WHITE/YELLOW LF 10,000 $ 0.88 $ 8,800.00 1.14 PAVEMENT MARKING – STD, WHITE, MESSAGE EA 16 $ 71.00 $ 1,136.00 1.15 LOOP ASSEMBLY, TYPE A, 6' X 20', F& I EA 10 $ 1,650.00 $ 16,500.00 1.16 FULL DEPTH RECLAMATION (FDR) SY 8,000 $ 11.50 $ 92,000.00 1.17 EMULSION (FDR) GAL 25,000 $ 2.65 $ 66,250.00 1.18 PORTLAND CEMENT (FDR) TN 100 $ 165.00 $ 16,500.00 1.19 COMPACT & GRADING (FDR) SY 8,000 $ 15.00 $ 120,000.00 1.20 CONTRACTOR RETAINS PROJECT MILLINGS (DEDUCT) Truck (15 CY) 500 $ (112.00) $ (56,000.00) SUBTOTAL ROADWAY RESURFACING $ 2,687,466.00 1.21 10% ROADWAY RESURFACING CONTINGENCY LS 1 $ 268,746.60 $ 268,746.60 TOTAL ROADWAY RESURFACING $ 2,956,212.60 3.0 AMERICANS WITH DISABILITIES ACT (A.D.A.) IMPROVEMENTS 3.01 ADA MAT ONLY (INSTALLED ON EXISTING CONCRETE)EA 50 $ 355.00 $ 17,750.00 3.02 ADA RAMP WITH MAT, FDOT 304, CR-E, CR-F, CR-L & City Index 109 EA 50 $ 2,600.00 $ 130,000.00 3.03 ADA RAMP W/ MODIFIED CURB EA 50 $ 2,950.00 $ 147,500.00 SUBTOTAL A.D.A. IMPROVEMENTS $ 295,250.00 3.04 10% A.D.A. CONTINGENCY LS 1 $ 29,525.00 $ 29,525.00 TOTAL A.D.A. IMPROVEMENTS $ 324,775.00 SUBTOTAL STREETS AND SIDEWALKS $ 2,982,716.00 TOTAL CONTINGENCY $ 298,271.60 TOTAL STREETS AND SIDEWALKS $ 3,280,987.60 2.0 STORMWATER 2.01 MODIFIED CURB, R&R LF 5,000 $ 45.00 $ 225,000.00 2.02 VALLEY CURB, R&R LF 2,500 $ 45.00 $ 112,500.00 2.03 TYPE 1 CURB, R&R LF 5,000 $ 45.00 $ 225,000.00 2.04 CONCRETE SWALE CURB LF 300 $ 50.00 $ 15,000.00 2.05 12" STABILIZED SUBGRADE (LBR40) SY 1,000 $ 25.00 $ 25,000.00 2.06 TREE REMOVAL (12"DIA - 24" DIA) EA 10 $ 1,000.00 $ 10,000.00 2.07 TREE REMOVAL (25"DIA - 36" DIA) EA 5 $ 1,500.00 $ 7,500.00 2.08 TREE REMOVAL (GREATER THAN 36'' DIA)EA 5 $ 3,000.00 $ 15,000.00 2.09 TREE REMOVAL (PALM) EA 10 $ 300.00 $ 3,000.00 SUBTOTAL STORMWATER $ 638,000.00 2.10 10% STORMWATER CONTINGENCY LS 1 $ 63,800.00 $ 63,800.00 TOTAL STORMWATER $ 602,500.00 SUBTOTAL $ 3,620,716.00 TOTAL CONTINGENCY $ 362,071.60 TOTAL CONTRACT $ 3,883,487.60 TOTAL CONTRACT 3,982,787.60$ DREW ST DRUID RD US Hwy 19 NSUNSET POINT RD GULF-TO-BAY BLVD UNION ST LAKEVIEW RD CLEVELAND ST NURSERY RD N KEENE RD N BELCHER RD N BETTY LN COURT ST SR 590 N HERCULES AVE S KEENE RD N HIGHLAND AVE KINGS HWY IS L AND WA Y S BELCHER RD N McMULLEN BOOTH RD TURNER ST S MISSOURI AVE S HIGHLAND AVE MEMORIAL CSWY NE CO ACHM AN RD N MYRTLE AVE SEMINOLE ST HARN BLVD N SATURN AVE E US-19 FRONTAGE RDMONTCLAIR RD S LAKE DR DRUID RD SN OLD COACHMAN RDS MYRTLE AVE LONG ST N FORT HARRISON AVE LAURA ST S FORT HARRISON AVE S DUNCAN AVE FLAGLER DR N GARDEN AVE DOUGLAS AVE SOULE RD GREENLEA DR WOODLAWN ST N OSCEOLA AVE NASH ST BAY AVE GROVE ST W US-19 FRONTAGE RDJONES ST VINE AVE HARBORI SMI DWAYI SPIERCE ST CASLER AVE S MARTIN LUTHER KING, JR. AVE SNUG I S PALMETTO ST PINELLAS ST NBAY SHOR E B LV D 1st ST FAIRWOOD AVE BARRY ST ALLARD DR RIDGE AVE SAN JOSE ST CHESTNUT ST S PROSPECT AVE SCOTT ST OWEN DR RANGE RD MARSHALLST 2nd ST S LAKE AVE McKINLEY ST ST. CROIX DR NORWOOD AVE OVERBROOK AVE SETON DR NMARTINLUTHERKING,JR.AVEPARK ST NUGGET DR S HERCULES AVE AIRPORT DR 3rd ST WOOD AVE OVERLEA ST CALUMET ST N BAYVIEW AVE B AYSI DE B R G HARBO R DR SAN PEDRO ST VIEWTOP DR LINWOOD DR S EAST AVESHARKEY RD LEEWARDI SFRANKLI N S T OAK AVE COE RD SOUTH DR JACKSON RD N GLENWOOD AVE WI NDWARDISHAMPTON RD STANCEL DR MAGNOLIA DR FAIRFIELD DR MARILYN ST RAINBOW DR WINDWARD PSGE SEDEEVA ST HIGHFIELD DR IDLEWILD DR SAN MATEO ST PENNSYLVANIA AVE PINE ST EASTFIELD DR HUNT LN 2nd ST S ARCTURAS AVE AMBLE LN LAWSON RD LEMON ST BRENTWOOD DR BUGLE LN MAXIMO AVE LYNN AVE E ST ALGONQUIN DR ROLLEN RD BELLEVIEW BLVD BARRY RD RIC HA RDSAVESHILLCRES T A V ES BETTY LN S GLENWOOD AVE N MARS AVE ST. JOHN DR S EVERGREEN AVEHARDING ST SUNSET DR BELLEVUE BLVD LIME ST MARJOHN AVE ST A GRUN BL VD ALAMEDAAVEEDGEWATERDRBROWNING ST CATHERINE DR WOODLAWN T E R TEMPLE ST FLUSHING AVE GILBE RT ST BURNICE DR ARDEN AVE 1st ST CR193 SAND KEY BRG BOYLAN AVE SKEYSTONEAVESOUVENIR DR CLARK ST WILDWOOD WAY S MAIN AVE RIDGEWAY DR WOODCREST AVE FIRST ST SUNNYDALE BLVD WALNUT ST MOSS AVE LOMBARDY DR BONAIR ST PARKPLACEBLVDPALM ST SAN BERNADINO ST EAST DR EDENWOOD ST CORBETT ST GREENHILL DR KAPP DR 3rdSTHART ST ANNA AVE MARINE ST D O R ADRLEVERN ST PALM DR S MARS AVE SUMMERLIN DR HOLT AVE EVANS DR CHANCERY LN NELSON AVE WEST DR S CIRUS AVE PINEPL MURRAY AVE PINELAND DR McCAULEY RDJOEL LN PARK TRAIL LN S ORION AVE CEDAR ST BELLEMEADE DR YALE DR PENNY LN APACHETRLOTTEN ST FULTONAVESHARONDALE DR B YRAMDR STEWARTBLVDS CREST AVESEVILLE BLVD EMBASSY DR LOTUS PATH WILSON BLVD S COMET AVE CHARLES ST LOGAN ST EDENVILLE AVE VALENCIA ST DAWN DR ELMWOOD ST ST. CHARLES DR SE R VIC E R D A GLENMOOR RD N OSAKADR GOULD ST FINLANDIA LN WELLINGTONDRJASMINE WAY SYLVAN DR CITRUS ST S NIMBUS AVE McCORMICKDR PAL M IS SE MILTON ST SATSUMA ST SKY DR PA LM IS N E WEBER DR S SATURN AVE 5th ST SPENCER AVE TIOGA AVE MARY L RD S JUPITER AVE HAMLIN DR S AURORA AVE S METEOR AVE GRANADA ST 4th ST STATE ST S CORONA AVE MISSIONHILLSBLVDSANDY LN A ST YELVINGTON AVE GRAND CENTRAL ST DAVID AVE CAMPBELL RD BYPASS DR DRUID RD W CAPRI DR E LTAIR TRLELLIOTT DR LA SALLE ST ECUADORIAN WAY BAY LN WORL D P AR K WA YBLVDLUCAS DR TEAKWOOD DR CEDAR ST ORANGE ST ENGMAN ST DIANE D RBAKER AVE DEXTER DR WOODRINGDR WILLIAMSDR CARROLL ST SEVER DR BEECHER RD S MADISON AVE CARROLL ST VIOLA DR MAPLE ST S PEGASUS AVE D ST DELEO N ST YOUNG AVE 6th ST RIVIERA DR ELIZABETH LN EMORY DR FRIEND AVE S KEYSTONE DR ROGERS ST S MERCURY AVE SHELLEY ST CRE STDR EVIRGINIALNMARK DR GROVE DR WOODLEY RD ORANGEVIEW AVE L ARBOARDWAYRIDGETOPWAYBROADWAYTUSCOLA ST MINNEOLA RD BAYWAYBLVD SUNSHINE DR WHITMAN ST MEADOW DR COLUMBIA DR ALBRIGHT DR ALBANY DR THAMES ST 1 st AVE WPLAZA ST ASHLAND DR CHAUCER ST C R 31 SOUTH ST NASSAU LN HOBART AVE KINGSLEY ST CROWN ST TERRACE RD BERMUDA ST CAMPUSDR MORROW DR PARKSIDE DR GROVEWOOD RD AUDREY DR MADERA AVE BAYSIDEDR JOHNS PKWY SANDRA DR BROOKSIDERDDOWNING ST LANTERNWAY 9th ST MANOR BLVD N DOROTHY DR FARRIERTRLBAHAMA LN COURTNEYCAMPBELL CSWY4th ST NORMANDY RD FAIRMONT ST 10th ST SUNNYDALE DR PHOENIX AVE BENTLEY ST MI SSIONCIRALTON DR KILMER AVE SLAGOONCIR THOMAS DR FAIRBURN AVE SKYVIEW AVE OTTAWA RD BRAZILIADR BALMORAL DR ABBEYLAKERD RUSSELL ST ILLINOIS RD S LINCOLN AVEPOINSETTAAVECOLLEGEDR WHITACRE DR NAG ANODRWEBB DR PINEWOOD DR BARBER DR CARLISLE ST NORMAN DR LAKE FOREST RD JAFFA PL STETSON DR SEDEEVA CIR N CLAIBORNEDRRIDGELANE RD GUNN AVE PEARCEDR GRAND AVE ACADEMYDR SECOND ST E7th ST THE MALL REGENT AVE HILLCREST DR CURTIS DR SBRENDLA RD 8th ST ATLANTIS DR FLORENTINE WAY CALAMONDIN LN LAWRENCEDRSHERWOOD ST 9th ST DEM PSEY S T SEABREEZE ST EWING AVE WOODDRIRVING AVE CURTIS DR NFLORARDN DUNCAN AVE ORANGE AVE TUSCOLA RD ADMIRAL WOODSON LN ELLA PL BROOKSI DE DR CHAMBLEE LN PINEBROOK DR CARDINAL DR N TERRACE DR HABERSHAMDR UTOPIAN DRW LORENA LN E SKYLINE DR SY ORKCIRGRANGER DR N LAKE DR METTOST TUSKAWILLA ST GRAHAM DR KENDALL DR SGULFVIEW BLV D ADAMS AVE BELL CHEER DR N LINCOLN AVE ELDRIDGE ST N EAST AVEK ST SANTAROSA ST WOODSIDE AVE SPANISH DR AMBASSADOR DR HUNTER LN TERRACE DR N TABAGO LN AUSTRA LIA WAYW REBECCA DR STEVENSONAV E JEFFORDS ST L AKECITRUSDR HASTINGS DR KARAN WAY EL TRINDAD DR EHOYT AVE TOWNSEND ST MISSIONDRW WOODRUFF AVE OXFORD DR S MICHIGAN AVE N JUPITER AVE ALEMANDA DR BERMUDABLVD BAYWOOD AVE N MADISON AVE SUNNY PARK RD VARSITY DR CUNNINGHAM DRWILSON RD BRIGADOONDR SUE DR NMISSOURIAVENE CLEVE LAN D ST N MAIN AVE CHESTER DR PRINCETON DR MANDARIN DR LEEWARD ISLE WEST VIRGINIA LN EASTWOOD DR CATALINA DR S PLA TEAURDHILLTOP AVE BOOTH AVE TANGERINE ST PINEWOOD AVE SARAH DR FLORIDA AVE N HIBISCUS ST MORNINGSIDE DR SUN TREE DR GENTRY ST FOX CIR FLINTLO C KDRSEVARD AVE KUMQUAT DR CORONET LN AL PINERDOAK GROVE DR SANDS TER N ST. MARTIN LN OAKVIEW AVE NAVEL DR NICHOLSON ST N PRESCOTT AVE AMERICUS BLVD SGRENADA AVE S OSCEOLA AVE CARACAS AVE BARCELONA DR MEADOW LN DIPLOMAT DR SANJUANCT GRANDVIEWAVE FORESTGLENRDPINEAPPLE LN BUTTERFLY DR RAGLAND AVE HA R B O R P S G E VERDE DR FAIRB ANKSDR S McMULLEN BOOTH RD SANDS TER SCHENANGO AVE W MANOR AVE CAMBR IDGECIR S HIBISCUS ST ASHTON ABBEY RD N CIRUS AVE FLINT DR S IVA ST BORDEAUX LN SPRING LN LEBEAU ST WOODLAWN AVE SKIFF PT CHARTEROAKSDR B YRONDRHOMESTEAD CT CARLTON DR NJEFFERSONAVEGLENANN DR THAMES LN ELIZABETH AVE REDCOAT LN STARLIGHTDR N ORION AVE PALM AVE SPRUCE AVE N MAYWOOD AVE S UNIVERSITY DR IMPERIAL WAY GLENVILLE DR JURGENS ST WSKYLINEDR ALL IGATORCREEKRD PRINCE PHILIP ST NCRESTAVEFRUITLAND AVE ELMHURST DR FEATH E R DR GRANTWOOD AVE MAPLEWOOD AVE RUTH ECKERD HALL DR LORI DR NOKOMIS ST SANDSTERWS FERNWOOD AVE N COMET AVE CRESTVIEW ST CANADIAN WAY SANDOMINGOST S WASHINGTON AVE RADCLIFFE DR NLOSLOMASDR N FERNWOOD AVE RIPON DR WGRAP EFR U ITC IR PLEASANT ST OAKLAKEDR W UNIVERSITY DR TH O R N TONRDHERMITAGE AVE FINLAN D IA LN MAPLE FOREST RD QUEEN ST ROSEMONTD RCATALINA DR NWOLFE RD NASH DR 14th ST SUNSET GROVE LN 13th ST SANDS DR 12th ST 11th ST RANCHWOODDRN NIMBUS AVE 15th ST VICTORIA DR DRIFTWOOD AVE SEARAY SHORE DR EVELYN AVE POWDERHORN DR CARLTON ST AUSTRALIAWAYE ELYSIUM WAY HENDRICKS ST FUJIAMA DR GRANT ST WEST AVE PRINCESS ST BRIARWAY DR AMBLESIDE DR JADEWOOD AVE IROQUOISST ERIN LN JONESLN S BAYSHORE BLVD TERRACE DR ES EVERGREEN AVE N AURORA AVE HEM ERICK PL N METEOR AVE OAK FOREST DR WLA K E VIS TADR S T EVE NS ON'SDR CLAIRE DR S SAN REMO AVE BRAMPTON RD UTOPIAN DR E WELLINGTONDR LEE ST S NEPTUNE AVE N CORONA AVE NWASHINGTONAVEEVERGLADES AVE S STARCREST DR INDIAN ROCKS RD HIBISCUS ST KAPOK CIR BEACHWOOD AVE FORREST HILL DR PHI LLIESDREDGEWOOD AVE HAAS AVE PRESTIGE DR PI CARDY CIR ROOSEVELT AVE SFREDRICAAVE HOLLYWOOD AVE GLEN OAK AVE NALICIADRLANTANAAVE GLENMOORR DSLEES CT JADE AVE PALMBLUFFST CARLOSAVE16th ST MOHAWK ST SANGABRIELST MELONWOOD AVE SUNSET MEADOW DR THOMAS RD N KEYSTONE DR SCARLET OAKS ST WOODBINE ST SANCARLO SSTLITTLENECKRDSPINEST N MERCURY AVE MORELAN D DR LAKEARBORBLVD BAMBOO LN SIDNEY AVE TODD RD MEADOW LARK LN ROEBLINGRDN DENMARK ST PARKWOOD ST VIRGINIA LN DOLPHINPT ELM PL N FREDRICA AVE FOREST WOOD DR SKY HARBOR DR OYSTERBAYOUWAYN SAN REMO AVE N ARCTURAS AVE FEATHER TREE DR N STARCREST DR PINEVIEW AVE MACRAE AVE N LADY MARY DR BURMA AVE ALTIRA DR MARILYNDRSALLYLN SMALLWOODCIR HAMLET AVE MIDNIGHTPASSWAYMARLINGTON WAY WAVERLY WAYARIES LN SUNRISED RARUBAS VENUS AVE VENETIAN DR MISSIO NDRE MACKENZIECT N HILLCREST AVE ASBURY DR BUDLEIGH ST NY ORKCIRBARRINGTONDRN CAROLYN LN ORANGEWOOD AVE SPRINGDALE ST SHADY LN S GARDEN AVE B AY VIE W A VE ELEOLNBRAXTON BRAGG LN SECOND ST COLES RD SWEDISHDRMAJESTI COAKSBLVD SB A Y VI EWAVE HENNESENDR SUNBURST CT CROYDON DR REGENCYOAKSBLVD OLDCO ACHTRLDELLAVE ROSE RD N EVERGREEN AVE CEPHASDRN O R M A N D YPARKDR MARION ST OLD COACHMAN RD S H OREDRE LOTUS PATH PLUMOSA AVE HYVU E DRDUNSTON COVE RD BROWNELL ST WIN GSWAYWILLADE L DR S MAYWOOD AVE THIRD ST JACK NELSON DR SHERMAN MCVEIGH DR KENMOORE DR BEVERLY LN KARL Y N DR DORADO PL ESTELLE DR F ULL ER DR SEDEEVA C IRSKENNETH PL E MAGNOLIA ST REYNOLDS AVE BELMONT DR EWETHERINGTONRD EMERALD DR SUNRISE PL TERRACE VIEW LN CLEARWATER-SAFETY HARBOR DR BROOK RD DREW PLZ PERRY DR BAY ST COUNTRYLNELAKESHOREDR EARLHAM DR BETHANY PL DIANE TER SPRINGTIME AVE OAK PL CHINABERRYRDBARBARA LN COSTA RICAN DR LIVE OAK CT S JEFFERSON AVECANTERBURY RD GRACELYN DR VENETIAN P OI NT D R TEAHOUSEDRDRUID PARK DR WWATKINS RD HASTINGS LN ROBINWOOD DR RICKER RD FAIRWOOD PL BE VILL E R D SANTIAGO WAY NALMA ST SYLVAN DR AMERICUS DR KENTON DR ABBEY CT BLUE SEA ST CIELO CIR N WOODLA WNLOOPMARIVA AVE EAST AVE JADE PL LOMA LINDA WAY NMcLENNAN ST WINDSOR PL VANDERBILT DR BLANCHE B LITTLEJOHN TRL ARBELIA ST N TERRACE DR SAN MARINO WAY NCAMDENRDTAFT AVE LINWOODCIR N VENUS AVE FERN AVE HARDING PLZ HARBO RCIRST. CROIX JACOB CT PORT WAY STRATHMILL DR ALDEN AVE SAN SABASTIAN WAY NPADUA LN OAK RIDGE CT LOTUS PATH KRUSE LN PAMELIA DR KNIGHTS ALYCASLER CT 5th ST BIDWELL ST GRECIAN WAY HARRIS LN WELLS CT MONROE AVE VILLA TER LIME AVE PINELAND DR GLENMOOR RD N EVERGREEN AVEEDENVILLE AVE S LINCOLN AVES HILLCREST AVE MORNINGSIDE DR 9th ST McKINLEY ST PARK ST MAGNOLIA DR ROGERS ST N MISSOURI AVE SBETTYLNSTAGR U N B LVD N ARCTURAS AVE JEFFORDS ST LIME ST 3rd ST SHARKEY RD LOGAN ST 6th ST OLD COACHMAN RD 5th ST BAY AVE BURNICE DR CITRUS ST 1st ST FAIRMONT ST E US-19 FRONTAGE RD6th ST JEFFORDS ST NICHOLSONST SHELLEY ST MARIVA AVE MURRAY AVE 3rd ST 8th ST BAY LN 12th ST SPRINGDALE ST LOTUS PATH REBECCA DR LAURA ST TANGERINE ST SKYHAR BORDRFAIRMONT ST NICHOLSON ST PIERCE ST N MISSOURI AVE N BAYVIEW AVE ELDRIDGE ST RIPON DR MAPLE ST LAURA ST CALUMET ST SEABREEZE ST LEMON ST W US-19 FRONTAGE RD7th ST 10th ST CLEVELANDST S HILLCREST AVE N MADISON AVE 7th ST ENGMANST PINEBRO OK DR N JEFFERSON AVE S SAN REMO AVE EWING AVE JAS MINEWAY 3rd ST TURNER ST PINE ST BENTLEY ST YOUNG AVE QUEEN ST OAKVIEW AVE TURNER ST 2nd ST FRANKLIN ST VANDERBILT DR EMERALDDRN DUNCAN AVE S BAYVIEW AVE S DUNCAN AVE 1st ST JEFFORDS ST 13th ST GENTRY ST 7th ST N JUPITER AVE 14th ST ORANGE ST FRANKLIN ST PALMETTO ST N OLD COACHMAN RDWEST AVE 15th ST SHERWOOD ST MAGNOLIA DR N WASHINGTON AVE WOODBINE ST PIERCE ST 1st ST SANDY LN MAGNOLIA DR LOTUS PATH JEFFORDS ST 4th ST 3rd ST S SAN REMO AVE SATSUMA ST ROGERS ST N OSCEOLA AVE ENGMAN ST S BETTY LN 9th ST EWING AVE S BETTY LN PINE ST UNION ST 2ndSTN BETTY LN PARK ST JASMINE WAY LA SALLE ST HART ST EVELYN AVE GROVE ST PINE ST BRENTWOOD DR SANDRA DR SANDY LN JEFFORDS ST CALUMET ST 2021 ROAD RESURFACING LOCATIONSPrepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com KNMap Gen By:Reviewed By: Date:² N.T.S.Scale: Document Path: C:\Users\Kieffer.Nyland\City of Clearwater\Engineering Projects - 14-0051-EN 2015 Street Resurfacing\1-RENEWAL 2021\2021_Resurfacing_Area.mxd 10/28/2020 PV LOCATION MAP Road Locations Unincorporated County Jurisdiction Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8463 Agenda Date: 12/3/2020 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Public Utilities Agenda Number: 7.3 SUBJECT/RECOMMENDATION: Authorize a Purchase Order with W.W. Grainger, Inc. (Grainger) for the purchase of maintenance, repair and operating supplies in the initial not to exceed amount of $131,250.00, beginning December 4, 2020 through June 30, 2021, with the option for two, one-year extensions in the annual amount of $225,000.00 through June 30, 2023 , per Clearwater Code of Ordinances Section 2.564(1)(d) Other Government Entities’ Bids, and, authorize the appropriate officials to execute same. (consent) SUMMARY: Grainger provides a reliable source for facilities maintenance, repair, and operations (MRO), as well as industrial supplies and equipment, including but not limited to janitorial and cleaning supplies and equipment, plumbing and electrical supplies, hand-held power tools and safety supplies and equipment. This contract will allow the City to benefit from previously established competitive prices and discounts for various items as required. Piggyback State of Florida Contract# 31160000-20-NASPO-ACS - expires June 30, 2023 Public Utilities: $581,250.00 total estimated cost for term of contract. APPROPRIATION CODE AND AMOUNT: Budgeted funds are available in Public Utilities operating cost centers to cover the cost of the contract for FY21. Funding for the period in fiscal years FY22 and FY23 will be requested within contract calendar and spending limits Page 1 City of Clearwater Printed on 12/2/2020 Facilities Maintenance, Repair, and Operations (MRO) and Industrial Supplies / Alternate Contract Source / State Contracts and Agreements / State Purchasing / Business Operations / Florida Department of Management Services - DMS https://www.dms.myflorida.com/business_operations/state_purchasing/state_contracts_and_agreements/alternate_contract_source/facilities_maintenance_repair_and_operations_mro_and_industrial_supplies[10/21/2020 12:26:36 PM] Facilities Maintenance,Repair, and Operations(MRO) and IndustrialSupplies Contractors Pricing Ordering Instructions - How to Use This Contract Complete Contract - Participating Addenda Complete Contract - Master Agreements Return to State Purchasing Florida Department of Management Services > Business Operations > State Purchasing > State Contracts and Agreements >Alternate Contract Source > Facilities Maintenance, Repair, and Operations (MRO) and Industrial Supplies << Return Facilities Maintenance, Repair, and Operations (MRO) andIndustrial Supplies31160000-20-NASPO-ACS Effective Period 07/01/2020 through 06/30/2023 Contract Type Alternate Contract Source Contract Information Contractors Pricing How to Use This Contract ( 223.70 KB) Contract Documents Participating Addenda Master Agreements Contract Administration Shaveon Nelson 850-922-1214 shaveon.nelson@dms.fl.gov Commodity Codes Please refer to “How to Use This Contract” in the Contract Information section above. Description This alternate contract source provides facilities maintenance, repair, and operations (MRO) and industrial supplies and equipment, including, but not limited to, janitorial and cleaning supplies and equipment; heating, ventilation, and air conditioning (HVAC) supplies; plumbing and electrical supplies; hand-held and power tools; and security and safety supplies and equipment. This contract also includes value-added services, such as consulting services, inventory management services, and technical services. MYFLORIDAHOMECONTACT DMSSITE MAPDMS CUSTOMER SATISFACTION SURVEY SearchSearch Current Location Only Business Operations Workforce Operations Agency Administration Other Programs About Us Opportunities at DMS Facilities Maintenance, Repair, and Operations (MRO) and Industrial Supplies / Alternate Contract Source / State Contracts and Agreements / State Purchasing / Business Operations / Florida Department of Management Services - DMS https://www.dms.myflorida.com/business_operations/state_purchasing/state_contracts_and_agreements/alternate_contract_source/facilities_maintenance_repair_and_operations_mro_and_industrial_supplies[10/21/2020 12:26:36 PM] Document reader download link Adobe PDF Reader Terms and Conditions | Privacy Statement | Accessibility Statement | Copyright ©2020 Department of Management Services - State of Florida Exhibit C State of Florida Price Sheet Percentage Discount Off Product Category Product Category Florida Discount Janitorial Equipment & Supplies (does not include Sanitation Cleaning Chemicals) 20% Sanitation Cleaning Chemicals & Supplies (does not include Janitorial Equipment & Supplies) 25% Fasteners 38% Material Handling 14% Plumbing 23% Power Source 22% Outdoor Garden 16% Lamps, Lighting, Ballasts 25% HVAC *Grainger offers a deeper discount of 43% on HVAC Filters. 20% Hand Tools 17% Power Tools (excluding automotive related tools and products) 14% Electrical 26% Paint 16% Security 20% Safety *Grainger offer includes Facility Safety, Footwear, and People Safety. 22% Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8522 Agenda Date: 12/3/2020 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 7.4 SUBJECT/RECOMMENDATION: Appoint Greg A. Brown to the Municipal Code Enforcement Board with a term to expire October 31, 2023. (consent) SUMMARY: APPOINTMENT WORKSHEET BOARD: Municipal Code Enforcement Board TERM: 3 years APPOINTED BY: City Council FINANCIAL DISCLOSURE: Required RESIDENCY REQUIREMENT: City of Clearwater SPECIAL QUALIFICATIONS: Whenever possible, this Board shall include an architect, engineer, businessperson, general contractor, sub-contractor & a realtor MEMBERS: 7 CHAIRPERSON: Sue Johnson MEETING DATES: 4th Wed., 1:30 p.m. Nov. and Dec. - TBA APPOINTMENTS NEEDED: 1 THE FOLLOWING ADVISORY BOARD MEMBER HAS DECIDED TO RESIGN AND NOW REQUIRES REPLACEMENT BY A NEW APPOINTEE: 1. Sheila Cole - 670 Island Way, 33767 - Retired/Exec. Dir Clearwater Beach Chamber of Commerce Original Appointment: 10/4/18 (1 Absence in the past year) (was filling an unexpired term to expire 10/31/20) At the 11/5/20 council meeting, the council had appointed Ms. Cole to a full term to expire 10/31/23 Resigned: 11/11/20 THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCIES: Page 1 City of Clearwater Printed on 12/2/2020 File Number: ID#20-8522 1. Greg A. Brown - 1424 Barry St., 33756 - Production/Tour Manager (currently serving on the Nuisance Abatement Board) 2. Robert B. Farrer - 3359 Wind Chime Dr., 33761 - Financial Advisor Zip codes of current members: 3 at 33755; 1 at 33764; 2 at 33767 Current Categories: 1 Business, Finance, Real Estate 1 Business Owner 1 Civil Engineer 1 Real Estate Consultant 1 Real Estate Investor 1 RN, Artist, Business Owner At the November 30 work session, there was council consensus to appoint Mr. Brown. Staff was directed to place the item on the Consent Agenda. Page 2 City of Clearwater Printed on 12/2/2020 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8538 Agenda Date: 12/3/2020 Status: Consent AgendaVersion: 2 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 7.5 SUBJECT/RECOMMENDATION: Appoint Helen A. Amburgey to the Library Board with a term to expire December 31, 2024. (consent) SUMMARY: APPOINTMENT WORKSHEET BOARD: Library Board TERM: 4 years APPOINTED BY: City Council FINANCIAL DISCLOSURE: Not Required STAFF LIAISON: Library Director RESIDENCY REQUIREMENT: City of Clearwater SPECIAL QUALIFICATIONS: None MEMBERS: 7 CHAIRPERSON: David Loyd MEETING DATES: Quarterly (1st Thursday) - February, May, August, November PLACE: Main Library Chambers - 10:15 a.m. APPTS. NEEDED: 1 THE FOLLOWING ADVISORY BOARD MEMBER HAD RESIGNED AND NOW REQUIRES REPLACEMENT BY A NEW APPOINTEE: 1. Elizabeth Folk - 1979 Beckett Lake Dr., 33763 - Business Analyst Original Appointment: 02/07/13 Resigned: 10/23/20 - (was serving 2nd term until 2/28/21) THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY: 1.Helen A. Amburgey - 214 S. Corona Ave., 33765 - Fiscal Service 2.Sabina J. Soler - 108 N. Meteor Ave., 33765 - Professional Services 3.Timothy Promen - 309 S. Mars Ave., Apt 1, 33755 - Landscape Architect Zip codes of current members on board: Page 1 City of Clearwater Printed on 12/2/2020 File Number: ID#20-8538 1 at 33755 1 at 33756 1 at 33759 1 at 33763 1 at 33765 1 at 33767 At the November 30 work session, there was council consensus to appoint Ms. Amburgey. Staff was directed to place the item on the consent agenda. Page 2 City of Clearwater Printed on 12/2/2020 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8458 Agenda Date: 12/3/2020 Status: Consent AgendaVersion: 1 File Type: Action ItemIn Control: Legal Department Agenda Number: 7.6 SUBJECT/RECOMMENDATION: Approve an amended agreement for Red Light Camera Hearing Officer services with Nancy Mag, Esq. to increase the monthly retainer to $500 and authorize the appropriate officials to execute same. (consent) SUMMARY: On December 19, 2013, the City Council approved hiring Ms. Mag to act as Hearing Officer for Red Light Camera Hearings pursuant to Florida Statute Section 316.0083 at the hourly rate of $150 per hour, with a minimum hearing session of two hours. In 2017, the agreement was amended to change the form of compensation to a monthly retainer instead of an hourly rate to satisfy IRS requirements and the retainer was set at $300 per month for any month within which a hearing was held. The Hearing Officer has requested, and the City Attorney agrees, that the monthly retainer be increased to $500 per month for any month within which a hearing is held. The funds to pay the Local Hearing Officer come from the proceeds from Red Light Camera Infractions. APPROPRIATION CODE AND AMOUNT: Funds are available in Police Department operating cost code 0101139-530100 , professional services, to fund this contract. Page 1 City of Clearwater Printed on 12/2/2020 [GM13-1111-065/140165/2] 1 HEARING OFFICER SERVICES AGREEMENT THIS AGREEMENT is made on the ____ day of December, 2020 by and between the CITY OF CLEARWATER, FLORIDA, P.O. Box 4748, Clearwater, Florida 33758-4748 (the "City") and NANCY B. MAG, ESQ., 304 Old Mill Pond Rd., Palm Harbor, FL 34683 ("Attorney"). W I T N E S S E T H: WHEREAS, the City wishes to retain Attorney to provide Local Hearing Officer Services to the City of Clearwater for the purpose of conducting hearings pursuant to Section 316.0083, Florida Statutes. NOW, THEREFORE, in consideration of the promises and mutual covenants herein contained, the parties hereto do hereby agree as follows: SECTION 1. AUTHORIZATION TO PROCEED AS HEARING OFFICER. Attorney is hereby authorized to provide Local Hearing Officer services as described in and for the professional fees described in this Agreement. SECTION 2. SCOPE OF SERVICES. Attorney accepts designation by the CITY as the “local hearing officer” (“Hearing Officer”) for the purpose of conducting hearings pursuant to Section 316.0083, Florida Statutes. (1) All hearings conducted by Hearing Officer shall be held in the Clearwater City Council chambers, located on the first floor of the Clearwater Main Library, Meeting Rooms A and B, 100 N. Osceola Ave., Clearwater, Florida 33755, or at such other location designated by the City. (2) The hearings shall be held monthly on the third Wednesday of each month at 2:00 p.m. unless the hearings are rescheduled upon the mutual agreement of the parties. (3) The City Clerk shall be the clerk for the Hearing Officer and shall be responsible for scheduling all hearings, sending all notices, attending all hearings, and for all of the costs associated with completing the clerk’s duties. (4) At the hearing, Hearing Officer shall take testimony from a traffic infraction enforcement officer employed by the CITY and from the person requesting the hearing (hereinafter “petitioner”), and may take testimony from others. All testimony at the hearing will be under oath and will be recorded at the CITY’S expense. Hearing Officer shall review the photographic or electronic images and the streaming video made available under Section 316.0083, [GM13-1111-065/140165/2] 2 Florida Statutes. Formal rules of evidence do not apply, but Hearing Officer shall ensure that due process is observed and governs the proceedings. (5) At the conclusion of the hearing, Hearing Officer shall determine whether a violation under Section 316.0083(1)(a), Florida Statutes, has occurred; in which case, Hearing Officer shall uphold or dismiss the violation. If Hearing Officer upholds the notice of violation, Hearing Officer shall require the petitioner to pay the penalty assessed pursuant to Section 316.0083, Florida Statutes, and may also require the petitioner to pay CITY costs, not to exceed $250. The CITY Clerk will prepare the final administrative order for Hearing Officer containing the Hearing Officer’s determinations. Hearing Officer will sign the final administrative order within 48 hours from the date of the hearing. SECTION 3. TERM. This Agreement will be effective January 1, 2021 and will continue until terminated in accordance with Section 9 herein. SECTION 4. PROFESSIONAL FEES FOR SERVICES. The City and Attorney agree to a flat rate retainer of $500.00 per month. SECTION 5. CONFLICT OF INTEREST. It is understood by the City and Attorney that Attorney is not aware of any clients of the Attorney that currently present any conflict between the interests of the City and other clients of Attorney. If any potential conflict of interest arises during the time Attorney is acting as Hearing Officer, Attorney will promptly inform the City. The City is under no obligation to agree to permit the conflict representation. SECTION 6. INDEPENDENT CONTRACTOR. Attorney agrees that Attorney and any persons employed by Attorney for purposes related to this agreement are not employees of the City for any purpose whatsoever, including unemployment tax, social security contributions, income tax withholding or workers compensation, whether state or federal. Attorney agrees to pay and be solely responsible for all applicable taxes, both state and federal, in connection with this agreement. SECTION 7. DUAL OFFICE-HOLDING PROHIBITED. It is understood by the City and Attorney that Attorney may not act as a Local Hearing Officer for any other municipality while this agreement is in effect. SECTION 8. CONSTRUCTION AND AMENDMENTS. This Agreement shall be governed by and construed in accordance with the laws of the State of Florida. This Agreement may be amended only by a writing duly entered into by the City and Hearing Officer. SECTION 9. CANCELLATION OF AGREEMENT. The City may cancel or terminate this Agreement upon ten days advance written notice to Hearing Officer. In the event of cancellation, Hearing Officer shall immediately cease work hereunder and shall be reimbursed for eligible and documented reimbursable expenses incurred prior to the date of [GM13-1111-065/140165/2] 3 cancellation. Hearing Officer may cancel this Agreement by giving 30 days written notice to the city. IN WITNESS WHEREOF, the City and Attorney have executed this Agreement as of the date first written above. THE CITY OF CLEARWATER By: _____________________________ Frank V. Hibbard Mayor Approved as to form: Attest: ______________________________ ___________________________________ Pamela K. Akin Rosemarie Call City Attorney City Clerk Attest: NANCY MAG, ESQ. ______________________________ ___________________________________ Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9396-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.1 SUBJECT/RECOMMENDATION: Adopt Ordinance 9396-20 on second reading, annexing certain real property whose post office address is 2079 Burnice Drive, 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 12/2/2020 Ordinance No. 9396-20 ORDINANCE NO. 9396-20 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, ANNEXING CERTAIN REAL PROPERTY LOCATED ON THE SOUTH SIDE OF BURNICE DRIVE, APPROXIMATELY 1,650 FEET WEST OF S. BELCHER ROAD, WHOSE POST OFFICE ADDRESS IS 2079 BURNICE DRIVE, 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 owners of the real property described herein and depicted on the map attached hereto as Exhibit A have 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: Lot 4, CANTERBURY HEIGHTS, a subdivision according to the plat thereof recorded at Plat Book 49, Page 16, in the Public Records of Pinellas County, Florida. (ANX2020-06006) The map attached as Exhibit A 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. 9396-20 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Frank V. Hibbard Mayor Approved as to form: Michael P. Fuino Assistant City Attorney Attest: Rosemarie Call City Clerk Exhibit A 23904 D E 45656 33 26 1 2 3 45 6 7 8910 11121314 1 2 3 4 5 6 7 891011121314 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 129 128 127 126 125 16749 27036 0644 13158 22824 6 5 4 81 107 134 169 190 80 140 139 138 137 136 135 141 142 143 144 145 146 147 148149150 151152153 154 155 156 157 158 159 160 161 162163164165166167168 123 4 5 6 7 8 9101112 3 4 5 6 1 2 18 19 17 16 78778 1234 5 6 7 8 9 10 11 12 13 14 15 1 2 16 (125) (126) 12/01 RIPON DR BURNICE DR LEES CT WOODLEY RD JEFFORDS ST NORMANDY RD SANDRA DR S HERCULES AVE REBECCA DR CANTERBURY RD B E L L D R CANTERBURY RD 1200 1105 1241 12311964 203019872019202411052019 199020991980200119631229200119782007 1000 12502016201820312030203719701235 123420112007205020042031 210120911 1 1 0 2004200019792039 201920231241 2016110020372000202520111222 20392024 1223 2 0 2 5198420252005 1228 1100 1010 20202055202420671010 1103 2022207720792011202520851101 19932011203011042006 20361008 202311002012 201220351004 2100207610051005 201820732024207120121006 1001 1107 1100 1103 11081962 1100 19851209 121612152018203520101981 20131104 1009 202920062017201520091009 20701005 2036201720311006 1101 1111 11112036 197820071101 20211004 20081108 205610072051 200620291109 1008 21002013203020122005-Not to Scale--Not a Survey-Rev. 9/17/2020 PROPOSED ANNEXATION Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) LOCATION MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) DRUID RD BURNICE DR WOODLEY RD MAGNOLIA DR CAMPUS DR NORMANDY RD COLLEGE DR ACADEMY DR BELL CHEER DR S UNIVERSITY DR RIPON DR W UNIVERSITY DR LEES CT CROYDON DR JEFFORDS ST S HERCULES AVE KENMOORE DR SANDRA DR ALLEN DR UNIVERSITY CT S DRUID CIR REBECCA DR CANTERBURY RD PLEASANT PKWY CANTERBURY RD ^ PROJECT SITE -Not to Scale--Not a Survey-Rev. 6/8/2020 RIPON DR RIPON DR BURNICE DR BURNICE DR LEES CT LEES CT WOODLEY RD WOODLEY RD JEFFORDS ST JEFFORDS ST NORMANDY RD NORMANDY RD SANDRA DR SANDRA DR S HERCULES AVE S HERCULES AVE REBECCA DR REBECCA DR CANTERBURY RD CANTERBURY RD B E L L D R B E L L D R CANTERBURY RD CANTERBURY RD -Not to Scale--Not a Survey-Rev. 9/17/2020 AERIAL PHOTOGRAPH Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) 23904 D E 45656 33 26 1 2 3 45 6 7 891011121314 1 2 3 4 5 6 7 891011121314 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 129 128 127 126 125 16749 27036 0644 13158 22824 6 5 4 81 107 134 169 190 80 140 139 138 137 136 135 141 142 143 144 145 146 147 148149150 151152153 154 155 156 157 158 159 160 161 162163164165166167168 123 4 5 6 7 8 9101112 3 4 5 6 1 2 18 19 17 16 78778 1234 5 6 7 8 9 10 11 12 13 14 15 1 2 16 (125) (126) 12/01 RIPON DR BURNICE DR LEES CT WOODLEY RD JEFFORDS ST NORMANDY RD SANDRA DR S HERCULES AVE REBECCA DR CANTERBURY RD B E L L D R CANTERBURY RD 1200 1105 1241 12311964 203019872019202411052019 199020991980200119631229200119782007 1000 12502016201820312030203719701235 123420112007205020042031 210120911 1 1 0 2004200019792039 201920231241 2016110020372000202520111222 20392024 1223 20 2 5198420252005 1228 11001010 20202055202420671010 1103 2022207720792011202520851101 19932011203011042006 20361008 202311002012 201220351004 2100207610051005 201820732024207120121006 1001 1107 1100 1103 11081962 1100 19851209 121612152018203520101981 20131104 1009 202920062017201520091009 20701005 2036201720311006 1101 1111 11112036 197820071101 20211004 20081108 205610072051 200620291109 1008 21002013203020122005-Not to Scale--Not a Survey-Rev. 9/17/2020 EXISTING SURROUNDING USES MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) Single Family Residential Single Family Residential Single Family Residential ANX2020-06006 Matt Ramsey & Aslyn Brandt 2079 Burnice Drive View looking south at subject property, 2079 Burnice Drive East of subject property West of subject property North of subject property, across Burnice Drive View looking easterly along Burnice Drive View looking westerly along Burnice Drive Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9397-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.2 SUBJECT/RECOMMENDATION: Adopt Ordinance 9397-20 on second reading, amending the future land use plan element of the Comprehensive Plan of the city to designate the land use for certain real property whose post office address is 2079 Burnice Drive, 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 12/2/2020 Ordinance No. 9397-20 ORDINANCE NO. 9397-20 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 SOUTH SIDE OF BURNICE DRIVE, APPROXIMATELY 1,650 FEET WEST OF S. BELCHER ROAD, WHOSE POST OFFICE ADDRESS IS 2079 BURNICE DRIVE, CLEARWATER, FLORIDA 33764, UPON ANNEXATION INTO THE CITY OF CLEARWATER, AS RESIDENTIAL LOW (RL) AND WATER/DRAINAGE FEATURE; 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 Lot 4, CANTERBURY HEIGHTS, a subdivision according to the plat thereof recorded at Plat Book 49, Page 16, in the Public Records of Pinellas County, Florida. Residential Low (RL) and Water/Drainage Feature (ANX2020-06006) The map attached as Exhibit A 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. 9396-20. Ordinance No. 9397-20 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Frank V. Hibbard Mayor Approved as to form: Michael P. Fuino Assistant City Attorney Attest: Rosemarie Call City Clerk Exhibit A 23904 D E 45656 33 26 1 2 3 45 6 7 8910 11121314 1 2 3 4 5 6 7 891011121314 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 129 128 127 126 125 16749 27036 0644 13158 22824 6 5 4 81 107 134 169 190 80 140 139 138 137 136 135 141 142 143 144 145 146 147 148149150 151152153 154 155 156 157 158 159 160 161 162163164165166167168 123 4 5 6 7 8 9101112 3 4 5 6 1 2 18 19 17 16 78778 1234 5 6 7 8 9 10 11 12 13 14 15 1 2 16 (125) (126) 12/01 RIPON DR BURNICE DR LEES CT WOODLEY RD JEFFORDS ST NORMANDY RD SANDRA DR S HERCULES AVE REBECCA DR CANTERBURY RD B E L L D R CANTERBURY RD RU I I RU R/OS P RU RU RU RL P RL RL RU RURU RL RU WATER RU RU RU RU RU RU RU RU 1105 1231 1241 20201964203020242019202220241105 202520191101 2099198020012001197820071000 12502016 21002031203720121001 1235 1234201120072004 1216121520102031 21012013209111042025 20042000201520092039 1009 2019202312412036 20171100 20312037200019782007202520111223 2025202120062024200520121228 1010 1100 1200 2055198720671010 1103 2077207920111990208519631229 19932011203011042006 20361008 202311002012 201220351004 207620181005 20301005 201820732024207119701006 1107 1100 1103 11081962 1100 2050198512092018 20351981 1 1 1 0 1009 1109 1008 21002013202919792006201720701005 20161006 1101 1111 11112036 1101 1984202912222039 1004 20081108 2056100720512030 2005-Not to Scale--Not a Survey-Rev. 10/26/2020 PROPOSED FUTURE LAND USE MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) LOCATION MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) DRUID RD BURNICE DR WOODLEY RD MAGNOLIA DR CAMPUS DR NORMANDY RD COLLEGE DR ACADEMY DR BELL CHEER DR S UNIVERSITY DR RIPON DR W UNIVERSITY DR LEES CT CROYDON DR JEFFORDS ST S HERCULES AVE KENMOORE DR SANDRA DR ALLEN DR UNIVERSITY CT S DRUID CIR REBECCA DR CANTERBURY RD PLEASANT PKWY CANTERBURY RD ^ PROJECT SITE -Not to Scale--Not a Survey-Rev. 6/8/2020 RIPON DR RIPON DR BURNICE DR BURNICE DR LEES CT LEES CT WOODLEY RD WOODLEY RD JEFFORDS ST JEFFORDS ST NORMANDY RD NORMANDY RD SANDRA DR SANDRA DR S HERCULES AVE S HERCULES AVE REBECCA DR REBECCA DR CANTERBURY RD CANTERBURY RD B E L L D R B E L L D R CANTERBURY RD CANTERBURY RD -Not to Scale--Not a Survey-Rev. 9/17/2020 AERIAL PHOTOGRAPH Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) 23904 D E 45656 33 26 1 2 3 45 6 7 891011121314 1 2 3 4 5 6 7 891011121314 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 129 128 127 126 125 16749 27036 0644 13158 22824 6 5 4 81 107 134 169 190 80 140 139 138 137 136 135 141 142 143 144 145 146 147 148149150 151152153 154 155 156 157 158 159 160 161 162163164165166167168 123 4 5 6 7 8 9101112 3 4 5 6 1 2 18 19 17 16 78778 1234 5 6 7 8 9 10 11 12 13 14 15 1 2 16 (125) (126) 12/01 RIPON DR BURNICE DR LEES CT WOODLEY RD JEFFORDS ST NORMANDY RD SANDRA DR S HERCULES AVE REBECCA DR CANTERBURY RD B E L L D R CANTERBURY RD 1200 1105 1241 12311964 203019872019202411052019 199020991980200119631229200119782007 1000 12502016201820312030203719701235 123420112007205020042031 210120911 1 1 0 2004200019792039 201920231241 2016110020372000202520111222 20392024 1223 20 2 5198420252005 1228 11001010 20202055202420671010 1103 2022207720792011202520851101 19932011203011042006 20361008 202311002012 201220351004 2100207610051005 201820732024207120121006 1001 1107 1100 1103 11081962 1100 19851209 121612152018203520101981 20131104 1009 202920062017201520091009 20701005 2036201720311006 1101 1111 11112036 197820071101 20211004 20081108 205610072051 200620291109 1008 21002013203020122005-Not to Scale--Not a Survey-Rev. 9/17/2020 EXISTING SURROUNDING USES MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) Single Family Residential Single Family Residential Single Family Residential ANX2020-06006 Matt Ramsey & Aslyn Brandt 2079 Burnice Drive View looking south at subject property, 2079 Burnice Drive East of subject property West of subject property North of subject property, across Burnice Drive View looking easterly along Burnice Drive View looking westerly along Burnice Drive Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9398-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.3 SUBJECT/RECOMMENDATION: Adopt Ordinance 9398-20 on second reading, amending the Zoning Atlas of the city by zoning certain real property whose post office address is 2079 Burnice Drive, 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 12/2/2020 Ordinance No. 9398-20 ORDINANCE NO. 9398-20 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, AMENDING THE ZONING ATLAS OF THE CITY BY ZONING CERTAIN REAL PROPERTY LOCATED ON THE SOUTH SIDE OF BURNICE DRIVE, APPROXIMATELY 1,650 FEET WEST OF S. BELCHER ROAD, WHOSE POST OFFICE ADDRESS IS 2079 BURNICE DRIVE, 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 A 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. 9396-20. Property Zoning District Lot 4, CANTERBURY HEIGHTS, a subdivision according to the plat thereof recorded at Plat Book 49, Page 16, in the Public Records of Pinellas County, Florida. Low Medium Density Residential (LMDR) (ANX2020-06006) Ordinance No. 9398-20 PASSED ON FIRST READING PASSED ON SECOND AND FINAL READING AND ADOPTED Frank V. Hibbard Mayor Approved as to form: Michael P. Fuino Assistant City Attorney Attest: Rosemarie Call City Clerk Exhibit A 23904 D E 45656 33 26 1 2 3 45 6 7 8910 11121314 1 2 3 4 5 6 7 891011121314 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 129 128 127 126 125 16749 27036 0644 13158 22824 6 5 4 81 107 134 169 190 80 140 139 138 137 136 135 141 142 143 144 145 146 147 148149150 151152153 154 155 156 157 158 159 160 161 162163164165166167168 123 4 5 6 7 8 9101112 3 4 5 6 1 2 18 19 17 16 78778 1234 5 6 7 8 9 10 11 12 13 14 15 1 2 16 (125) (126) 12/01 RIPON DR BURNICE DR LEES CT WOODLEY RD JEFFORDS ST NORMANDY RD SANDRA DR S HERCULES AVE REBECCA DR CANTERBURY RD B E L L D R CANTERBURY RD LMDR OS/R I I P 1200 1105 1241 12311964 203019872019202411052019 199020991980200119631229200119782007 1000 12502016201820312030203719701235 123420112007205020042031 210120911 1 1 0 2004200019792039 201920231241 2016110020372000202520111222 20392024 1223 2 0 2 5198420252005 1228 P 1100 1010 20202055202420671010 1103 2022207720792011202520851101 19932011203011042006 20361008 202311002012 201220351004 2100207610051005 201820732024207120121006 1001 1107 1100 1103 11081962 1100 19851209 121612152018203520101981 20131104 1009 202920062017201520091009 20701005 2036201720311006 1101 1111 11112036 197820071101 20211004 20081108 205610072051 200620291109 1008 21002013203020122005-Not to Scale--Not a Survey-Rev. 9/17/2020 PROPOSED ZONING MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) LOCATION MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) DRUID RD BURNICE DR WOODLEY RD MAGNOLIA DR CAMPUS DR NORMANDY RD COLLEGE DR ACADEMY DR BELL CHEER DR S UNIVERSITY DR RIPON DR W UNIVERSITY DR LEES CT CROYDON DR JEFFORDS ST S HERCULES AVE KENMOORE DR SANDRA DR ALLEN DR UNIVERSITY CT S DRUID CIR REBECCA DR CANTERBURY RD PLEASANT PKWY CANTERBURY RD ^ PROJECT SITE -Not to Scale--Not a Survey-Rev. 6/8/2020 RIPON DR RIPON DR BURNICE DR BURNICE DR LEES CT LEES CT WOODLEY RD WOODLEY RD JEFFORDS ST JEFFORDS ST NORMANDY RD NORMANDY RD SANDRA DR SANDRA DR S HERCULES AVE S HERCULES AVE REBECCA DR REBECCA DR CANTERBURY RD CANTERBURY RD B E L L D R B E L L D R CANTERBURY RD CANTERBURY RD -Not to Scale--Not a Survey-Rev. 9/17/2020 AERIAL PHOTOGRAPH Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) 23904 D E 45656 33 26 1 2 3 45 6 7 891011121314 1 2 3 4 5 6 7 891011121314 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 9 10 11 12 13 14 1 2 3 4 5 6 129 128 127 126 125 16749 27036 0644 13158 22824 6 5 4 81 107 134 169 190 80 140 139 138 137 136 135 141 142 143 144 145 146 147 148149150 151152153 154 155 156 157 158 159 160 161 162163164165166167168 123 4 5 6 7 8 9101112 3 4 5 6 1 2 18 19 17 16 78778 1234 5 6 7 8 9 10 11 12 13 14 15 1 2 16 (125) (126) 12/01 RIPON DR BURNICE DR LEES CT WOODLEY RD JEFFORDS ST NORMANDY RD SANDRA DR S HERCULES AVE REBECCA DR CANTERBURY RD B E L L D R CANTERBURY RD 1200 1105 1241 12311964 203019872019202411052019 199020991980200119631229200119782007 1000 12502016201820312030203719701235 123420112007205020042031 210120911 1 1 0 2004200019792039 201920231241 2016110020372000202520111222 20392024 1223 20 2 5198420252005 1228 11001010 20202055202420671010 1103 2022207720792011202520851101 19932011203011042006 20361008 202311002012 201220351004 2100207610051005 201820732024207120121006 1001 1107 1100 1103 11081962 1100 19851209 121612152018203520101981 20131104 1009 202920062017201520091009 20701005 2036201720311006 1101 1111 11112036 197820071101 20211004 20081108 205610072051 200620291109 1008 21002013203020122005-Not to Scale--Not a Survey-Rev. 9/17/2020 EXISTING SURROUNDING USES MAP Owner(s): Matthew Ramsey & Aslyn Brandt Case: ANX2020-06006 Site: 2079 Burnice Drive Property Size(Acres): ROW (Acres): 0.34 Land Use Zoning PIN: 24-29-15-13158-000-0040 From : Residential Low (RL), Water R-3 Single Family Residential Atlas Page: 308B To: Residential Low (RL), Water/Drainage Feature Low Medium Density Residential (LMDR) Single Family Residential Single Family Residential Single Family Residential ANX2020-06006 Matt Ramsey & Aslyn Brandt 2079 Burnice Drive View looking south at subject property, 2079 Burnice Drive East of subject property West of subject property North of subject property, across Burnice Drive View looking easterly along Burnice Drive View looking westerly along Burnice Drive Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9429-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.4 SUBJECT/RECOMMENDATION: Adopt Ordinance 9429-20 on second reading, vacating a 30 foot right-of-way easement described as the South 280’ of the East 30’ of the following described tract: Commence at the NE corner of Gulf To Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County, Florida; run thence S 89° 57’ 24” E, a distance of 200.00 feet to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00 feet, thence S 00° 20’ 15” E, a distance of 300.00 feet, thence N 89° 57’ 24” W, a distance of 100.00 feet, thence N 00° 20’ 15” W, a distance of 300.00 feet to the point of beginning, as recorded in Official Records Book 5870, Page 761 of the Public Records of Pinellas County, Florida. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020 [GM19-1313-133/261736/1] GM19-1313-133/261695/1 Ord. No. 9429-20 ORDINANCE NO. 9429-20 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING A 30 FOOT RIGHT-OF-WAY EASEMENT DESCRIBED AS THE SOUTH 280’ OF THE EAST 30’ OF THE FOLLOWING DESCRIBED TRACT: COMMENCE AT THE NE CORNER OF GULF TO BAY GARDENS AS RECORDED IN PLAT BOOK 50, PAGE 60, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA; RUN THENCE S 89° 57’ 24” E, A DISTANCE OF 200.00’ TO THE POINT OF BEGINNING; THENCE S 89° 57’ 24” E, A DISTANCE OF 100.00’, THENCE S 00° 20’ 15” E, A DISTANCE OF 300.00’, THENCE N 89° 57’ 24” W, A DISTANCE OF 100.00’, THENCE N 00° 20’ 15” W, A DISTANCE OF 300’ TO THE POINT OF BEGINNING, AS RECORDED IN O.R. BOOK 5870, PAGE 761 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater (“City”) and Creative Contractors, Inc. (Creative”) entered into that certain Contract for Exchange of Real Property dated January 21, 2020 and that certain First Amendment to Contract for Exchange of Real Property dated April 20, 2020, (collectively the “Contract”, a copy of which is on file and available in the City of Clearwater Official Records and Legislative Department) which provides for the subject vacation; and WHEREAS, the Contract also provides for two (2) additional full vacations and one (1) partial vacation, (all four (4) vacations collectively referred to as the “Vacations”) which will be considered by Council of even date herewith; and WHEREAS, the Contract also provides that in its deed to Creative, the City will reserve five (5) new easements to fulfill the needs of the City created as a result of the Vacations (the “Reservations”); and WHEREAS, the Vacations and Reservations are conditioned upon the closing of the Contract and the related conveyances of real property as provided for therein; and [GM19-1313-133/261736/1] GM19-1313-133/261695/1 Ord. No. 9429-20 WHEREAS, the City, owner in fee title of real property described and depicted in Exhibit “A”, attached hereto, and incorporated herein, finds it appropriate to vacate said right-of-way easement; and WHEREAS, the City Council of the City of Clearwater, Florida finds that said right-of-way easement 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 easement described as follows: See Exhibit “A” (represented as Exhibit “C-1” in the Contract) is hereby vacated, closed and released, subject to the City of Clearwater’s fee interest in the underlying land, which is expressly reserved and unaffected by this vacation. Further, the City of Clearwater releases all of its right, title, and interest to the right-of-way easement, contingent upon, and subject to, the following conditions precedent: 1. This vacation ordinance shall be rendered null and void and the vacation not effective if for any reason the closing on the Contract and the exchange of real property as provided for therein do not occur. 2. This vacation ordinance shall be null and void and the vacation not effective if for any reason the City does not reserve the new easements as provided for in the Contract. 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 [GM19-1313-133/261736/1] GM19-1313-133/261695/1 Ord. No. 9429-20 Approved as to form: Attest: ________________________________ ________________________________ Laura Lipowski Mahony Rosemarie Call Senior Assistant City Attorney City Clerk Gulf to Bay Gardens Plat Book 50, Page 60 ELIZABETH AVENUE(Right-of-Way Varies)POINT OF COMMENCEMENT NE corner of Gulf to Bay Gardens POINT OF BEGINNING S 89° 57' 24" E 100.00'S 89° 57' 24" E 200.00'S 00° 20' 15" E 300.00'N 00° 20' 15" W 300.00'N 89° 57' 24" W 100.00' A 30' Right-of-Way Easement described as follows: The South 280' of the East 30' of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57' 24" E, a distance of 200.00' to the Point of Beginning; thence S 89° 57' 24" E, a distance of 100.00'; thence S 00° 20' 15" E, a distance of 300.00'; thence N 89° 57' 24" W, a distance of 100.00'; thence N 00° 20' 15" W, a distance of 300.00' to the Point of Beginning. Legal Description CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY CHECKED BY DATE DRAWN SEC-TWNSP-RNG DWG. NO.SHEET OFExhibit C1 Vacation of 30' Right-of-Way Easement O.R. 5870 PG. 761Jim Benwell Tom Mahony 12/13/2019 Lgl_2019-19 1 1 17 29 S 16 E EXHIBIT A DAVID AVE ELIZABETH AVE 301 213 209 206 118 300 209 204 210 205 205 212 111 200 208 108 197 193 110 201 115 217216 212 204 201220 213 155 221 208B 2882208A AERIAL MAP ProposedRight-of-Way Easement Vacation Document Path: C:\Users\Wioletta.Dabrowski\City of Clearwater\Engineering Geographic Technology - Engineering\Location Maps\David Ave\David_Ave_Easment_Vac.mxd ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Proposed 30' Right-of-Way Easement VacationParcel Number: 17-29-16-00000-130-0900 Page: 1 of 1291BGrid #:WDMap Gen By:RBReviewed By:17-29s-16eS-T-R: 30'280'N.T.S.Scale:10/20/2020Date: Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9430-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.5 SUBJECT/RECOMMENDATION: Adopt Ordinance 9430-20 on second reading, vacating a 20 foot drainage and utility easement described as the North 20’ and South 15’ of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57’ 24” E, a distance of 200.00’ to the Point of Beginning; thence S 89° 57’ 24” E, a distance of 100.00’, thence S 00° 20’ 15” E, a distance of 300.00’, thence N 89° 57’ 24” W, a distance of 100.00’, thence N 00° 20’ 15” W, a distance of 300’ to the Point of Beginning, as recorded in O.R. Book 5858, Page 1539 of the Public Records of Pinellas County, Florida. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020 [GM19-1313-133/261740/1] GM19-1313-133/261711/1 Ord. No. 9430-20 ORDINANCE NO. 9430-20 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING A 20 FOOT DRAINAGE AND UTILITY EASEMENT AND 15 FOOT DRAINAGE AND UTILITY EASEMENT DESCRIBED AS THE NORTH 20’ AND SOUTH 15’ OF THE FOLLOWING DESCRIBED TRACT: COMMENCE AT THE NE CORNER OF GULF TO BAY GARDENS AS RECORDED IN PLAT BOOK 50, PAGE 60, PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA; RUN THENCE S 89° 57’ 24” E, A DISTANCE OF 200.00’ TO THE POINT OF BEGINNING; THENCE S 89° 57’ 24” E, A DISTANCE OF 100.00’, THENCE S 00° 20’ 15” E, A DISTANCE OF 300.00’, THENCE N 89° 57’ 24” W, A DISTANCE OF 100.00’, THENCE N 00° 20’ 15” W, A DISTANCE OF 300’ TO THE POINT OF BEGINNING, AS RECORDED IN O.R. BOOK 5858, PAGE 1539 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater (“City”) and Creative Contractors, Inc. (Creative”) entered into that certain Contract for Exchange of Real Property dated January 21, 2020 and that certain First Amendment to Contract for Exchange of Real Property dated April 20, 2020, (collectively the “Contract”, a copy of which is on file and available in the City of Clearwater Official Records and Legislative Department) which provides for the subject vacation; and WHEREAS, the Contract also provides for two (2) additional full vacations and one (1) partial vacation, (all four (4) vacations collectively referred to as the “Vacations”) which will be considered by Council of even date herewith; and WHEREAS, the Contract also provides that in its deed to Creative, the City will reserve five (5) new easements to fulfill the needs of the City created as a result of Vacations (the “Reservations”); and WHEREAS, the Vacations and Reservations are conditioned upon the closing of the Contract and the related conveyances of real property as provided for therein; and WHEREAS, the City, owner in fee title of real property described and depicted in Exhibit “A”, attached hereto, and incorporated herein, finds it appropriate to vacate said drainage and utility easements; and [GM19-1313-133/261740/1] GM19-1313-133/261711/1 Ord. No. 9430-20 WHEREAS, the City Council of the City of Clearwater, Florida finds that said drainage and utility easements are 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 drainage and utility easements described as follows: See Exhibit “A” (represented as Exhibit “C-2” in the Contract) are hereby vacated, closed and released, subject to the City of Clearwater’s fee interest in the underlying land, which is expressly reserved and unaffected by this vacation. Further, the City of Clearwater releases all of its right, title, and interest to the drainage and utility easements, contingent upon, and subject to, the following conditions precedent: 1. This vacation ordinance shall be rendered null and void and the vacation not effective if for any reason the closing on the Contract and the exchange of real property as provided for therein do not occur. 2. This vacation ordinance shall be null and void and the vacation not effective if for any reason the City does not reserve the new easements as provided for in the Contract. 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 [GM19-1313-133/261740/1] GM19-1313-133/261711/1 Ord. No. 9430-20 Approved as to form: Attest: ________________________________ ________________________________ Laura Lipowski Mahony Rosemarie Call Senior Assistant City Attorney City Clerk Gulf to Bay Gardens Plat Book 50, Page 60 ELIZABETH AVENUE(Right-of-Way Varies)POINT OF COMMENCEMENT NE corner of Gulf to Bay Gardens POINT OF BEGINNING S 89° 57' 24" E 100.00'S 89° 57' 24" E 200.00'S 00° 20' 15" E 300.00'N 00° 20' 15" W 300.00'N 89° 57' 24" W 100.00' Drainage and Utility Easements described as follows: The North 20' and South 15' of the following described tract: Commence at the NE corner of Gulf to Bay Gardens as recorded in Plat Book 50, Page 60, Public Records of Pinellas County Florida; run thence S 89° 57' 24" E, a distance of 200.00' to the Point of Beginning; thence S 89° 57' 24" E, a distance of 100.00'; thence S 00° 20' 15" E, a distance of 300.00'; thence N 89° 57' 24" W, a distance of 100.00'; thence N 00° 20' 15" W, a distance of 300.00' to the Point of Beginning. Legal Description CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY CHECKED BY DATE DRAWN SEC-TWNSP-RNG DWG. NO.SHEET OFExhibit C2 Vacation of 20' & 15' Drainage and Utility Easements, O.R. 5858 PG. 1539Jim Benwell Tom Mahony 12/12/2019 Lgl_2019-19 1 1 17 29 S 16 E EXHIBIT A DAVID AVE ELIZABETH AVE 301 213 209 206 118 300 209 204 210 205 205 212 111 200 208 108 197 193 110 201 115 217216 212 204 201220 213 155 221 208B 2882208A AERIAL MAP Proposed Drainage and Utility Easement Vacation Document Path: C:\Users\Wioletta.Dabrowski\City of Clearwater\Engineering Geographic Technology - Engineering\Location Maps\David Ave\David_Ave_Easment_Vac2.mxd ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Proposed 15' and 20' Drainage and Utility Easement VacationParcel Number: 17-29-16-00000-130-0900 Page: 1 of 110/20/2020Date:291BGrid #:WDMap Gen By:RBReviewed By:17-29s-16eS-T-R: 100'20'N.T.S.Scale: 100'15'Proposed Drainage and Utility Easement Vacation Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9431-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.6 SUBJECT/RECOMMENDATION: Adopt Ordinance 9431-20 on second reading, vacating portion of a 15 foot drainage and utility easement and a 10 foot drainage and utility easement described as The East 15’ of the West 545’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 285’ and the East 10’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, less the South 330’, as recorded in O.R. Book 4082, Page 117 of the Public Records of Pinellas County, Florida. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020 [GM19-1313-133/261745/1] GM19-1313-133/261700/1 Ord. No. 9431-20 ORDINANCE NO. 9431-20 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING PORTIONS OF A 15 FOOT DRAINAGE AND UTILITY EASEMENT AND A 10 FOOT DRAINAGE AND UTILITY EASEMENT DESCRIBED AS THE EAST 15’ OF THE WEST 545’ OF THE SW ¼ OF THE NW ¼ OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, LESS THE SOUTH 285’ AND THE EAST 10’ OF THE WEST 730’ OF THE SW ¼ OF THE NE ¼ OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, LESS THE SOUTH 330’, AS RECORDED IN O.R. BOOK 4082, PAGE 117 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater (“City”) and Creative Contractors, Inc. (Creative”) entered into that certain Contract for Exchange of Real Property dated January 21, 2020 and that certain First Amendment to Contract for Exchange of Real Property dated April 20, 2020, (collectively the “Contract”, a copy of which is on file and available in the City of Clearwater Official Records and Legislative Department) which provides for the subject vacation; and WHEREAS, the Contract also provides for three (3) additional full vacations, (all four (4) vacations collectively referred to as the “Vacations”) which will be considered by Council of even date herewith; and WHEREAS, the Contract also provides that in its deed to Creative, the City will reserve five (5) new easements to fulfill the needs of the City created as a result of Vacations (the “Reservations”); and WHEREAS, the Vacations and Reservations are conditioned upon the closing of the Contract and the related conveyances of real property as provided for therein; and WHEREAS, the City, owner in fee title of real property described and depicted in Exhibit “A”, attached hereto, and incorporated herein, finds it appropriate to vacate said portions of the drainage and utility easements; and WHEREAS, the City Council of the City of Clearwater, Florida finds that said drainage and utility easements are 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, [GM19-1313-133/261745/1] GM19-1313-133/261700/1 Ord. No. 9431-20 BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Section 1. The following: The drainage and utility easements described as follows: See Exhibit “A” (represented as Exhibit “C-3” in the Contract) are hereby vacated, closed and released, subject to the City of Clearwater’s fee interest in the underlying land, which is expressly reserved and unaffected by this vacation. Further, the City of Clearwater releases all of its right, title, and interest to the drainage and utility easements, contingent upon, and subject to, the following conditions precedent: 1. This vacation ordinance shall be rendered null and void and the vacation not effective if for any reason the closing on the Contract and the exchange of real property as provided for therein do not occur. 2. This vacation ordinance shall be null and void and the vacation not effective if for any reason the City does not reserve the new easements as provided for in the Contract. 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: [GM19-1313-133/261745/1] GM19-1313-133/261700/1 Ord. No. 9431-20 ________________________________ ________________________________ Laura Lipowski Mahony Rosemarie Call Senior Assistant City Attorney City Clerk Gulf to Bay Gardens Plat Book 50, Page 60 South line of the SW 14 of the NE 14 Sec 17-29S-16E DAVID AVENUE(60' Right-of-Way)ELIZABETH AVENUE(Right-of-Way Varies)GULF TO BAY BOULEVARD (Right-of-Way Varies) NW Corner of the SW 14 of the NE 14 Sec 17-29S-16E A 15' Drainage and Utility easement described as follows: The East 15' of the West 545' of the SW 14 of the NE 14 of Section 17, Township 29 S, Range 16 E, less the South 285'. AND A 10' Drainage and Utility easement described as follows: The East 10' of the West 730' of the SW 14 of the NE 14 of Section 17, Township 29 S, Range 16 E, less the South 330'. CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY CHECKED BY DATE DRAWN SEC-TWNSP-RNG DWG. NO.SHEET OFExhibit C3 Vacation of 15' & 10' Drainage and Utility Easements, A Portion of O.R. 4082 PG. 117Jim Benwell Tom Mahony 12/13/2019 Lgl_2019-19 1 1 17 29 S 16 E Legal Description This is not a survey Legal Description EXHIBIT A DAVID AVE ELIZABETH AVE 1 347 213 400 209 206 118 301 308 209 391 316 331 210 204 380 200 385 205 205 300 216 337 334 317 212 111 321 208 317 312 324 197 212 108 304 320 216 193 110 201 115 217 332 327 336 201 213 220 313 204 155 305 217 309 221 300B 300A 208B 2882345 208A AERIAL MAP Proposed Drainage and Utility Easement Vacation Document Path: C:\Users\Wioletta.Dabrowski\City of Clearwater\Engineering Geographic Technology - Engineering\Location Maps\David Ave\David_Ave_Easment_Vac(3).mxd ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Proposed 10' and 15' Drainage and Utility Easement VacationParcel Number: 17-29-16-00000-130-0900 Page: 1 of 110/20/2020Date:291BGrid #:WDMap Gen By:RBReviewed By:17-29s-16eS-T-R: 10' N.T.S.Scale: 15' Proposed Drainage and Utility Easement Vacation 1046'1000' Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: 9432-20 2nd rdg Agenda Date: 12/3/2020 Status: Second ReadingVersion: 1 File Type: OrdinanceIn Control: Legal Department Agenda Number: 8.7 SUBJECT/RECOMMENDATION: Adopt Ordinance 9432-20 on second reading vacating a 20-foot drainage and utility easement described as The North 20’ of the East 200’ of the West 730’ of the SW ¼ of the NE ¼ of Section 17, Township 29 S, Range 16 E, as recorded in O.R. Book 5950, Page 1028 of the Public Records of Pinellas County. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020 [GM19-1313-133/261753/1] Ord. No. 9432-20 ORDINANCE NO. 9432-20 AN ORDINANCE OF THE CITY OF CLEARWATER, FLORIDA, VACATING A 20 FOOT DRAINAGE AND UTILITY EASEMENT DESCRIBED AS THE NORTH 20’ OF THE EAST 200’ OF THE WEST 730’ OF SW ¼ OF THE NE ¼ OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, AS RECORDED IN O.R. BOOK 5950, PAGE 1028 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Clearwater (“City”) and Creative Contractors, Inc. (Creative”) entered into that certain Contract for Exchange of Real Property dated January 21, 2020 and that certain First Amendment to Contract for Exchange of Real Property dated April 20, 2020, (collectively the “Contract”, a copy of which is on file and available in the City of Clearwater Official Records and Legislative Department) which provides for the subject vacation; and WHEREAS, the Contract also provides for two (2) additional full vacations and one (1) partial vacation, (all four (4) vacations collectively referred to as the “Vacations”) which will be considered by Council of even date herewith; and WHEREAS, the Contract also provides that in its deed to Creative, the City will reserve five (5) new easements to fulfill the needs of the City created as a result of Vacations (the “Reservations”); and WHEREAS, the Vacations and Reservations are conditioned upon the closing of the Contract and the related conveyances of real property as provided for therein; and WHEREAS, the City, owner in fee title of real property described and depicted in Exhibit “A”, attached hereto, and incorporated herein, finds it appropriate to vacate said drainage and utility easement; and WHEREAS, the City Council of the City of Clearwater, Florida finds that said drainage and utility easement 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: [GM19-1313-133/261753/1] Ord. No. 9432-20 The drainage and utility described as follows: See Exhibit “A” (represented as Exhibit “C-4” in the Contract) is hereby vacated, closed and released, subject to the City of Clearwater’s fee interest in the underlying land, which is expressly reserved and unaffected by this vacation. Further, the City of Clearwater releases all of its right, title, and interest to the drainage and utility easement, contingent upon, and subject to, the following conditions precedent: 1. This vacation ordinance shall be rendered null and void and the vacation not effective if for any reason the closing on the Contract and the exchange of real property as provided for therein do not occur. 2. This vacation ordinance shall be null and void and the vacation not effective if for any reason the City does not reserve the new easements as provided for in the Contract. 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 Senior Assistant City Attorney City Clerk Gulf to Bay Gardens Plat Book 50, Page 60 DAVID AVENUE(60' Right-of-Way)ELIZABETH AVENUE(Right-of-Way Varies)NW Corner of the SW 14 of the NE 14 Sec 17-29S-16E Gulf to Bay Gardens Plat Book 50, Page 60 A Drainage and Utility Easement described as follows: The North 20' of the East 200' of the West 730' of the SW 14 of the NE 14 of Section 17, Township 29 South, Range 16 East Legal Description CITY OF CLEARWATER ENGINEERING DEPARTMENT DRAWN BY CHECKED BY DATE DRAWN SEC-TWNSP-RNG DWG. NO.SHEET OFExhibit C4 Vacation of 20' Drainage and Utility Easement O.R. 5950 PG. 1028JABTLM 12/13/2019 Lgl_2019-19 1 1 17 29 S 16 E EXHIBIT A DAVID AVE ELIZABETH AVE 205204 210 155 300 205 221 197 204209 213 216 208 212 115 209 212 206 108 193 110 201 111 217 118 220 213 201 200 301 208B 208A 2882AERIAL MAP ProposedDrainage and Utility Easement Vacation Document Path: C:\Users\Wioletta.Dabrowski\City of Clearwater\Engineering Geographic Technology - Engineering\Location Maps\David Ave\David_Ave_Easment_Vac(4).mxd ²Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com Proposed 20' Drainage and Utility Easement VacationParcel Number: 17-29-16-00000-130-0900 Page: 1 of 110/23/2020Date:291BGrid #:WDMap Gen By:RBReviewed By:17-29s-16eS-T-R: 200'20'N.T.S.Scale: Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8262 Agenda Date: 12/3/2020 Status: City Manager ReportVersion: 2 File Type: Action ItemIn Control: Engineering Department Agenda Number: 9.1 SUBJECT/RECOMMENDATION: Disapprove Construction Manager at Risk (CMAR) proposal from Skanska, Inc. of Tampa, FL, for the renovations of the Clearwater Main Library for Imagine Clearwater (17-0031-EN) at the Guaranteed Maximum Price (GMP) of $6,420,156.69 and authorize the appropriate officials to execute same. SUMMARY: December 19, 2019, City Council approved RFQ #52-19 selecting Skanska as CMAR to provide construction services for Imagine Clearwater. A 2015 Urban Land Institute study recommended that the library become more activated and connected to the adjacent park through the addition of more flexible and collaborative spaces. Architecture firm Williamson Dacar Associates was engaged to design the renovations including new entryway and staircase at the south side, new gallery and cafe space, and general upgrades to the first-floor public areas. Construction documents for the renovations to the Clearwater Main Library are complete and Skanska has provided GMP proposal to construct the renovations at the Main Library. Construction is scheduled to begin in mid-October and will be completed in mid-September of 2021. At the November 11 work session, staff made a recommendation to not approve the proposal. Council directed staff to take the item off the consent agenda and rewrite item to disapprove the proposal. APPROPRIATION CODE AND AMOUNT: ENGF180013-CONS-CNSTRC $6,420,156.69 Resolution 19-34 was passed on November 21, 2019, establishing the City’s intent to issue Florida Non-Ad Valorem Revenue Bonds, Series 2020 to finance and/or reimburse a portion of the costs of acquisition, design, construction, reconstruction, renovation, expansion, improving, and equipping of the Imagine Clearwater Project. Ordinance 9357-20 passed on February 6, 2020 authorized the issuance of the bonds. A first quarter budget amendment will increase capital project ENGF180013, Imagine Clearwater, by $30,000,000 in future bond proceeds revenue. Page 1 City of Clearwater Printed on 12/2/2020 Imagine Clearwater Clearwater Main Library Renovation & Addition Proposal with Guaranteed Maximum Price (GMP 2) September 4, 2020 Project Name GMP Proposal Client Name Location, North Carolina Month, Year September 4, 2020 Re: Imagine Clearwater Project No. 17-0031-EN Guaranteed Maximum Price - GMP 2 – Clearwater Main Library Renovation & Addition Dear Mr. Kurtz: Skanska USA Building Inc. is pleased to submit our Guaranteed Maximum Price (GMP 2) for the Imagine Clearwater Clearwater Main Library Renovation & Addition for the above referenced project per Article 4 section 4.1 of the City of Clearwater Agreement between Owner and Construction Manager for Construction Manager at Risk Services. The proposal includes: Guaranteed Maximum Price Cost Summary Assumptions & Clarifications Skanska has reached out the subcontractor market and advertised for bids in accordance with the contract to complete this Guaranteed Maximum Price (GMP 2) based on Williamson Dacar’s 100% Construction Documents. The Guaranteed Maximum Price with some assumptions are included and clarified in the documents on the following pages. Skanska is pleased to submit the Guaranteed Maximum Price (GMP 2) of $6,420,156.69. We look forward to working with Williamson Dacar and The City of Clearwater to complete this project. Please do not hesitate to call if you have any questions regarding our proposal or need additional information. Sincerely, Chuck Jablon Sr. Vice President Skanska USA Building cc: Kenneth Duty (Project Executive, Skanska) Jonathan Meese (Vice President Preconstruction, Skanska) Cynthia Phillips (Preconstruction Manager, Skanska) Scott Davis (General Superintendent, Skanska) Grady Freeman (Superintendent, Skanska) Table of Contents Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 Section 1 – GMP Summary Executive Summary / Project Overview Guaranteed Maximum Price Cost Summary Summary of Bid Package Direct costs Section 2 – Basis of the Guaranteed Maximum Price General Qualifications Milestone Schedule Logistics Plan 1 – GMP Summary Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 Executive Summary / Project Overview This Guaranteed Maximum Price (GMP 2) is based upon the documents prepared by Williamson Dacar Associates, and their consultants, further project scope definition has been developed by Skanska USA Building Inc., and various assumptions that are attached to this proposal. This GMP2 proposal incorporates the value of the library renovation and addition only as per the construction documents produced by Williamson Dacar Associates and as listed in our attached document log and qualified by this GMP 2 proposal. Skanska USA Building Inc. recommends that the attached documents be carefully reviewed; questions and comments be referred back to us for resolution; and the overall project be approved for further progress. Based on the scope of Work, milestone schedule, logistics plan, execution plan, approved Preconstruction Cost Events and other content identified or included in the “Basis of GMP” section, Skanska hereby proposes a Guaranteed Maximum Price (“GMP ”) of $6,420,156.69 to complete such scope of Work for this Project. The Project Milestone Schedule upon which the GMP is based is appended to this GMP Proposal. The Project Schedule identifies the schedule milestones and associated completion dates set forth in Table 1-1 for the Project. Table 1-1 No. Milestone Description Completion Date 1 Issuance of Notice to Proceed October 9, 2020 2 Substantial Completion July 14, 2021 3 Final Completion September 10, 2021 This GMP Proposal is valid for a period of 60 days after the date of this GMP Proposal Page 1 of 35 1 – GMP Summary Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 Guaranteed Maximum Price (GMP 2) Cost Summary Page 2 of 35 1 – GMP Summary Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 Summary of Bid Package Direct Costs Page 3 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 This section of the Guaranteed Maximum Price Proposal describes exclusions, assumptions, and clarifications that have been made to further define the scope of work and bring it in line with the budget for this part of the project. For those items that are identified as excluded, no cost or time has been accounted for in the Guaranteed Maximum Price (GMP 2), despite the items remaining in the 100% Construction Documents. For those items that are clarified, qualified or based on an assumption, the Guaranteed Maximum Price (GMP 2) reflects only the cost and time of the element as assumed or clarified. Any differences to the following exclusions, clarifications and/or assumptions will result in a change to the 100% Construction Documents - Guaranteed Maximum Price (GMP 2). Cost Basis of Guaranteed Maximum Price (GMP 2) Clearwater Main Library Renovation & Addition Skanska USA’s Guaranteed Maximum Price (GMP 2) Clearwater Main Library Renovation & Addition Proposal is based upon the following: 1. Plans, specifications, and RFI responses per the Document List attached 2. Skanska USA’s Guaranteed Maximum Price Proposal - GMP 2 (dated September 4, 2020) 3. The Project Agreement dated December 19, 2019 4. These Exclusions, Qualifications, Assumptions and Owner-Contractor Responsibility Matrix Changes or revisions to the foregoing information will result in a modification to the Guaranteed Maximum Price (GMP 2) and require modifications to the Overall Project Milestone Schedule. Documents, communications and information not included in the foregoing list, including for instance, any Third Party agreements are not accounted for in the Guaranteed Maximum Price (GMP 2) Proposal. As such, the Owner must carefully review all of the criteria used to develop this Guaranteed Maximum Price (GMP 2) Proposal and request any revisions to the same, so that a modified Guaranteed Maximum Price (GMP 2) Proposal can be prepared. Page 4 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 General Qualifications 1. The Guaranteed Maximum Price (GMP 2) is based upon materials with color and configuration from the manufacturer’s standard selections, unless specifically noted otherwise in this document. 2. Special warranties, certifications and other non-essential requirements in excess of manufacturer standard warranties are excluded unless specifically called out in the specifications. 3. Use of union labor/prevailing wage is not mandatory and has not been considered in this GMP. 4. The Guaranteed Maximum Price (GMP 2) does not include the cost of a professional engineer’s stamp on any subcontractor’s or vendor’s shop/fabrication drawings. Where contract documents require that design information be provided by the Construction Manager, design information (including calculations and certifications) will be provided by trade contractors. The Construction Manager will rely on the trade contractor’s in so doing. The Guaranteed Maximum Price does not include any costs and expenses to conduct an independent review of such design information, and does not include costs and expenses resulting from any deficiencies or inaccuracies in these calculations or certifications. 5. Guaranteed Maximum Price (GMP 2) does not include any costs associated with reviews by insurance underwriters such as IRI or FM. 6. Sales tax on materials is included. 7. Guaranteed Maximum Price (GMP 2) proposal assumes unfettered legal access to the project site at all times, limited to areas identified on the Project Logistics Plan for the Library Work. 8. Guaranteed Maximum Price (GMP 2) excludes costs and/or schedule implications related to any unforeseen conditions. 9. Guaranteed Maximum Price (GMP 2) does not include construction activities outside of the defined project limits. 10. The GMP includes an allowance for testing & inspections. This only includes testing and inspections as specified for soils, concrete, steel & fireproofing. 11. All Building Permit Fees are excluded and to be paid by the City. 12. All building permit fees are by the City, Skanska will submit the 100% CDs or a permit set ahead of 100% CDs on behalf of the City to the Building Department for Plans Review with the Building Permit Application at a time authorized / approved by the City. All other plan review submissions to and for other review / permitting agencies such as FDEP, County, City, Health Department, SWFMD, Army Corps, FWC etc… to be made by the City or Engineer of Record. 13. Costs for obtaining any temporary certificate of occupancy permits or any type of intermediary inspections prior to the issuance of the final Certificate of Occupancy are excluded. Page 5 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 14. Execution of any partial GMP Amendment by the Owner is a representation that the Owner has the ability to and will secure funding for the full value of the GMP. 15. The only spare parts, maintenance training and manufacturer service support included in this GMP Proposal are those which are expressly specified in the Specifications as being furnished by Skanska. 16. Commissioning Agent services are excluded, but Skanska will directly or indirectly furnish trade labor to support the commissioning process undertaken by others 17. This GMP 2 excludes impacts, cost and time, associated with plan review comments that require revisions and changes to the work. 18. Refer to Owner-Contractor Responsibility Matrix for additional clarifications as it relates to the scope of work included within the Guaranteed Maximum Price (GMP 2). 19. GMP2 includes maintaining access for city council meetings to be allowed to continue in the current council chambers as well as allow council chambers to be used as a voting center on 11/3/20. Skanska has coordinated the milestone schedule around the current Council Meeting Schedule through 2020 and the first quarter of 2021. 20. Escalation contingency is not included. The Guaranteed Maximum Price (GMP 2) assumes a construction start date no later than the middle of October 2020. 21. This is not a LEED project. Cost to meet LEED requirements that may be included in the specifications are not included in the GMP. 22. The Guaranteed Maximum Price (GMP 2) assumes participation in the Owner’s Direct Purchase (ODP) program given timely approvals are provided to allow release of materials per scheduled completion. Should approval of the Owner Direct Purchase delay release of materials, it will require a schedule extension at additional cost to the Project. Initial credit change orders provided for sales tax savings might be based upon estimated quantities for materials. Any such credits are subject to reconciliation based upon the actual quantities ordered. Upon reconciliation of all purchase order amounts, a final change order may be executed to finalize the amounts for all Subcontractor deductions and sales tax savings. Following reconciliation, any unspent material costs remaining in the Owner's purchase order will be returned to the Contractor by a Change Order. Page 6 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 23. The Guaranteed Maximum Price (GMP 2) does not include delegated design with the exception of what is required by the 100% Construction Documents specifications to include the following only: a. Concrete Formwork b. Structural Steel Connections c. Metal Deck (Calculations only) d. Decorative Handrails e. Aluminum Storefront & Curtain Walls f. Temporary Partitions Framing g. Exterior Framing h. Dimensional Letter Signage Attachment Method i. Operable Partitions Attachment Method j. Aluminum Shade Structures k. Fire Protection (Sprinklers) l. Fire Alarm 24. Neither the Guaranteed Maximum Price (GMP 2) nor the project milestone schedule upon which said GMP is based contemplate any project delays, suspensions, disruptions, cost escalations or other impacts caused, directly or indirectly, by the coronavirus disease, or any other epidemic or pandemic or any resulting government action. Should alternates be considered to phase the work allowing portions to be open or incrementally opened, those alternates do not include disinfection / cleaning as may be required for COVID 19. We would expect the City to provide these cleanings. 25. This GMP Proposal is valid for a period of 60 days, but subject to cost and schedule adjustments if the Notice to Proceed is delayed, as discussed in paragraph 30. If Owner does not accept this GMP Proposal within such validity period, Skanska reserves the right to further adjust the GMP and Project Milestone Schedule to account for changes in market and other conditions that impact cost and/or the Project Milestone Schedule. 26. For those items that are excluded, no cost or time has been included in this GMP Proposal to account for such items. For those items that are clarified, qualified or based on an assumption, this GMP Proposal reflects only the cost and time associated with the items as assumed, qualified or clarified. All content in this Section 2 is intended to more clearly define and/or limit Skanska’s scope of responsibility under the Contract regardless of whether or not any specific sub-item in this Section 2 may not use terms such as “assume”, “qualify”, “clarify” or similar terms or derivations thereof. Page 7 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 27. Changes to or deviations from any aspect of the Basis of GMP Documents that impact cost and/or schedule shall entitle Skanska to a Change Order equitably adjusting the GMP and/or Project Milestone Schedule. 28. Documents, third-party agreements, commitments to third parties, design criteria and any other information not expressly included in the Basis of GMP Documents are all excluded. 29. Coordination with Others. This GMP Proposal is based on the assumption that the members of the Design Team and Owner’s other contractors performing work or services in connection with the Project will: a. Comply with Skanska’s site-specific safety program and maintain an injury free environment when work or services are performed at the Project site. b. Perform work and services, including without limitation installation of Owner-furnished equipment and materials and issuing timely responses to RFIs and submittals, in accordance with the Project Miletone Schedule (as such schedule may be amended from time-to-time). c. Perform work and services so as to not impact Skanska’s ability to perform its Work in accordance with the Logistics Plan. d. Perform work and services so as to not impact Skanska’s ability to maintain or accelerate the Work under the Project Milestone Schedule. e. Provide detailed schedule, logistics, and technical information when and as requested by Skanska so as to enable Skanska to timely coordinate interfaces with the Design Team and other contractors and to maintain or accelerate elements of the Project Milestone Schedule so as to achieve necessary progress and milestone completion dates. f. Be solely responsible for coordinating rough-ins to be provided by Skanska and for making final connections of all Owner-furnished equipment to the rough-ins provided by Skanska. Page 8 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 30. Notice to Proceed. This GMP Proposal is based on the assumption that Owner will issue a notice to proceed (“NTP”) (with all conditions precedent identified below, if any, satisfied) on or before October 9, 2020 (“Notice to Proceed Date”) and that Substantial Completion will be achieved on or before 278 calendar days after issuance of the NTP, as such duration may be modified in accordance with the Contract. If Owner has not issued an effective NTP by the Notice to Proceed Date, Skanska shall have no obligation to commence any part of the Work, until Skanska and Owner: (a) reach agreement on the scope and nature of equitable adjustment to the GMP and Project Milestone Schedule, including full compensation to Skanska and its Subcontractors and Sub-subcontractors for the delay in issuing NTP and; (b) Owner satisfies all conditions precedent to the effectiveness of the NTP set forth below. a. Applicable Permit must be issued b. All permit Fees Paid c. Owners Builders Risk Policy must Be in Place d. GMP Amendment issued and fully executed e. Notice of Commencement Filed 31. Owner Allowance & Contractor Contingency. An Owner Allowance of $440,000 has been added to the GMP to address issues such as, by way of example and not limitation, Design Team’s completion of design, enlarging the size of the Project, unforeseen conditions, comments from authorities having jurisdiction, commodity and/or material price escalation, modifications to or acceleration of the Project Milestone Schedule, increased quality or quantity of Project components not currently reflected in the Drawings or Specifications, or other conditions/circumstances for which Skanska would be entitled to a Change Order under the Contract. It is understood that Owner Allowance is added to GMP 1, this GMP 2 and subsequent GMP’s as part of the Imagine Clearwater Project can be utilized by the City for any of the Imagine Clearwater GMP’s. In preparing this GMP Proposal, Skanska included a contractor contingency in the amount of $150,000 for Skanska’s exclusive use (hereinafter the "Construction Contingency") to cover those costs considered reimbursable as the Cost of the Work but not included in a Change Order. Construction Contingency shall be available for Skanska’s exclusive use at any time, including at the time of final payment, for reimbursement of costs and expenses: (1) reasonably incurred by Skanska in performing the Work, (2) of a type that are reimbursable under the Contract as a Cost of the Work, and (3) that are not otherwise the basis for a Change Order (it being understood that the Construction Contingency shall not be used to fund any Work which would otherwise be subject to a Change Order); including, by way of example, but not limited to, (a) Work items inadvertently omitted during the estimating and bidding process, (b) schedule recovery costs, (c) cost increases due to unanticipated local labor and material market conditions, (d) interfacing Page 9 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 omissions between and from the various categories of Work; (e) additional costs incurred due to the withdrawal or disqualification of a Subcontractor bid forming the basis for the GMP prior to signing of a written subcontract, and (f) excess Subcontractor completion costs arising from Subcontractor default. This is not a Line item GMP. The Construction Contingency shall be increased automatically by the net savings, if any, realized through subcontract and/or purchase order buyout or due to other under runs against the various amounts and allowances that compose the overall GMP. Any amount remaining in the Construction Contingency at final payment shall be counted as savings for purposes of determining any shared savings, if applicable. 32. This GMP 2 for the Library is the second partial project GMP submitted for the “Imagine Clearwater” project. All partial project GMPs will be combined and collectively known as the Guaranteed Maximum Price so that there is a single Guaranteed Maximum Price and only one required Substantial Completion Date and one required Final Completion Date. Any overruns or savings in the Partial Guaranteed Maximum Price for GMPs 1 Enabling, GMP 2 Library Renovation & Addition work and Subsequent Partial GMPs can apply to the combined Guaranteed Maximum Price. 33. Retainage is included at 5% in the GMP through Project Substantial Completion at which time a reduction to 2.5% is expected. 34. The GMP includes a Fee of 3.5% on the Total Construction Project Cost the GMP. This includes all costs of any ODP credits that goes back to the Owner to facilitate sales tax savings. Fee Markup on Add Changes to the Work is qualified in the GMP to be: 1. For Labor – 15% broken down as follows – 10% to self-performing subcontractors and 5% to the contractor 2. For Materials – 10% by subcontractor and 5% to the contractor 35. The Contractor General Conditions are based on a Lump Sum Basis in the GMP to be billed equally monthly for the duration of the project. 36. This GMP is submitted with the qualification that buyout savings are only recognized on the aggregate of all line items and not individual line items and only when buyout is complete. This is not a line item GMP. 37. Escalation. Skanska has not included an escalation contingency in the proposed GMP to account for any increases in the Cost of the Work arising from unanticipated increases in the cost of temporary or permanent commodities, materials and/or equipment used in the performance of or incorporated into the completed Work. The proposed GMP is based on the pricing obtained on or before the date of this GMP Proposal and expressly excludes all additional/increased costs that may arise or be associated with tariffs, duties and other impositions and related or unrelated price escalation occurring after the date of this GMP Proposal. Construction Manager shall be entitled to a Change Order equitably adjusting the GMP to account for any price escalation which occurs after the date of this GMP Proposal due to City actions such as time delays by the City or otherwise caused by the City. Page 10 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 38. This GMP Proposal is based on the assumption that materials and equipment are from the applicable suppliers/manufacturer’s standard selections and configurations, unless expressly noted otherwise in the Drawings or Specifications. 39. Sole-Sourcing. All Project components and third-party services to be furnished by Skanska are assumed to be nonproprietary and available from multiple sources. In the event of any component or third-party service is specified on a sole-source basis, this GMP Proposal assumes that Skanska’s liability arising out of the performance by the sole-source subcontractor or supplier shall be limited to and in no event exceed the liability assumed by any such sole-source subcontractor or supplier in connection with the Project. 40. Specified Performance Criteria. Any manufacturers referenced in the Specifications are for basis of design only and shall not preclude Skanska from offering an “or equal” manufacturer. If the Design Team specifies “performance criteria” for any components to be included in the Project, Skanska assumes that the named component manufacturer(s) are deemed to comply with all specified performance criteria and that Skanska shall only be obligated to demonstrate that a proposed “or equal” component complies with the specified performance criteria. 41. Special warranties, certifications and other requirements that exceed manufacturer standard warranties, and implied warranties, are all excluded except to the extent expressly specified in the Contract Documents. 42. All warranties included in the Contract Documents that survive beyond Skanska's one year repair/replacement obligation time period set forth in the Contract shall be assigned to Owner following the expiration of such one year time period. Thereafter, Skanska’s sole obligation and Owner’s exclusive remedy shall be for Skanska to reasonably assist the Owner in enforcing such warranties provided by Subcontractors. 43. This GMP Proposal is based on the assumption that the Drawings and Specifications prepared by the Design Team comply in all respects with all applicable building code requirements, applicable laws, and the programming, aesthetic, quality and other Project requirements prescribed by Owner orally or in its existing standards, guidelines or Project-specific documents. In preparing this GMP No. 2 for the Library Renovation & Addition and the project milestone schedule, Skanska relies on the construction documents to be fully designed, fully coordinated, code compliant, and accepted by the appropriate agencies and other applicable parties. 44. The cost of changes to the construction documents due to permit comments or conditions issued to Skanska following the delivery and acceptance of the Library Renovation & Addition (GMP No. 2) are excluded. Page 11 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 45. Labor, materials and equipment, and the related cost thereof, and impacts to the Project Milestone Schedule arising from or in connection with, inspections or requirements imposed by Factory Mutual or similar insurance underwriters, and not expressly set forth in the Drawings and Specifications, are excluded. 46. All Owner-furnished material and equipment, and any related required submittals and/or design information, shall be furnished and installed by or on behalf of Owner in accordance with the Project Milestone Schedule. As part of its obligations, Owner shall provide detailed design, location, dimension, sizing and other technical information detailing all required rough-in and final connections to the Owner-furnished equipment. All Owner-furnished equipment and final connections shall be coordinated to the rough-ins provided by Skanska. 47. This GMP Proposal is based on the assumption that “time is of the essence” or similar provisions in the Contract, if any, shall only apply to the Imagine Clearwater Park Substantial Completion date as will be established in the final GMP. 48. Skanska acknowledges City ordinances for both hours of work and noise restrictions and our GMP has accounted for these restrictions; however, we have not accounted for any other site access or imposed restrictions related to hours of work or noise unless established elsewhere in the GMP such as our Work in the existing City Council Chambers. 49. This GMP Proposal excludes costs and/or schedule impacts arising from or in any way related to (i) handling, removing, and/or abating any hazardous wastes/materials, (ii) handling, removing, and/or abating any contaminated groundwater, and (iii) any unforeseen conditions at the Project site or in connection with the performance of the Library Renovation & Addition Work as identified on the Project Logistics Plan. Skanska will stockpile any unsuitable materials associated with our work for handling and removal by the City of Clearwater. 50. Alternates are to be selected within the first month of executing GMP 2 in order for the alternate pricing and schedule to still apply. 51. Contractor Controlled Insurance Program. Skanska will furnish and directly or indirectly administer a Contractor Controlled Insurance Program ("CCIP") providing for General Liability, Worker’s Compensation and Excess/Umbrella coverage required to be furnished by Skanska and its Subcontractors and Sub-subcontractors under the Contract. The CCIP shall only cover and apply to on-site exposures for participants enrolled in the CCIP. Invoicing by Skanska for furnishing the CCIP will be as set forth below. The cost of CCIP will be added to all Change Orders though final completion. Skanska and all Subcontractors and Sub-subcontractors that perform any part of the Work on the Project site are expected to be covered, excluding Subcontractors/Sub-subcontractors performing or supplying architectural or engineering services, waste management/hauling services, temporary toilets, field offices and related incidental services/supplies, surveying, materials testing, elevators, structural demolition and/or abatement, if any. Owner’s separate contractors and the Design Team and other professionals of any tier retained by the Owner or Design Team shall not be enrolled in or covered by the CCIP. The Owner is required to obtain insurance similar in scope and coverage limits as required from Skanska from those unenrolled/uncovered parties and to require Page 12 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 from those parties that Skanska is listed as an Additional Insured on all of applicable policies. 52. Invoicing for Insurance and Bonds. Premiums for insurance and bonds are part of the Cost of the Work and shall be paid by Owner to Skanska as set forth below. The entire estimated value of all such insurance and bond costs shall be included in and paid by Owner as part of Skanska’s first monthly Application for Payment after execution of the GMP Amendment and after execution of each Change Order increasing such insurance and bond costs. Premium for Bonds and Insurance. Premiums for bonds and insurance will be provided at the rates specified in this section. Owner acknowledges that all specified rates have all been negotiated, will be charged by Skanska under the Contract and are auditable only to determine the proper application of the rates under the Contract and not the composition of such rates. a. Subcontractor Default Insurance (“SDI”) at the rate of 1.42% multiplied by the actual Cost of the Work & Contingency. b. Subcontractor Performance and Payment Bonds at actual cost invoiced by Subcontractor’s surety for Subcontractors that do not prequalify for enrollment in SDI. c. Contractor Controlled Insurance Program (“CCIP”) at the rate of 2.58% multiplied by the approved GMP amount. Thereafter the CCIP rate will be added to and included in the cost of any Change Orders that increase the value of the GMP. 53. Skanska Performance and Payment Bonds (P & P Bonds) at the rate of .41% multiplied by the approved GMP amount. Thereafter the P&P Bonds rate will be added to and included in the cost of any Change Orders that increase the value of the GMP. 54. Review of Skanska Insurance Policies. Skanska assumes that the furnishing of a Certificate of Insurance will demonstrate that Skanska has obtained insurance compliant with its obligations under the Contract. This insurance is provided through the Skanska’s proprietary corporate insurance program and if Owner wants to review such insurance policies, Skanska will afford the Owner an opportunity to do so at a time and place mutually agreed upon with Skanska’s Vice President, Insurance and Surety. If Owner requires Skanska to furnish a copy of any such policy, to avoid disclosure of proprietary information Skanska must purchase a Project-specific policy at additional cost that excluded from the GMP. Page 13 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 55. Owner Direct Purchase Program. Skanska acknowledges that Owner is implementing a direct purchase program pursuant to Florida Statute Section 212.08(6) to avoid sales tax on materials incorporated into the Project (the “ODP Program”). Owner acknowledges and agrees that (i) all deductive change orders issued by Skanska to its Subcontractors participating in the ODP Program and corresponding deductive Change Orders issued by Owner to Skanska under the ODP Program (collectively the “ODP Change Orders”) include the costs of materials and the applicable Florida state sales tax, (ii) the value of the ODP Change Orders will be based on estimated quantities and costs, except when the ODP Change Order expressly involves the purchase of a single item with a predetermined fixed value, and (iii) the actual costs incurred for materials under the ODP Program will be reconciled with the estimated costs and if the aggregate cost actually incurred by Owner to purchase the materials is less than the value of the ODP Change Order minus applicable sales tax (the “Underrun”), then Owner will issue to Skanska an additive Change Order in the amount of the Underrun plus the applicable sales tax on such Underrun value, and Skanska will issue a corresponding additive change order to the applicable Subcontractor. Table 2-3 presents an illustration of the foregoing calculation. 56. General Conditions Section 6.5 – Skanska wishes to clarify its understanding that the indemnification requirements of this section applies to third party claims of adjacent property owners or occupants. 57. General Conditions Section 6.6 – the GMP Proposal is submitted based on the understanding that this section does not apply to material or equipment specified by the design, unless Skanska or the subs knew or should have known of the obligation to purchase a license. 58. GMP 2 Clearwater Main Library Renovation & Addition Work is based on and includes the following additional documents: a. Document Log dated September 4, 2020 b. Anticipated Tax Savings Log c. Owner, Contractor Responsibility Matrix (Library Renovation & Addition) dated September 4, 2020 d. Alternates (Not Included in GMP 2) e. 100% Construction Documents for the Clearwater Main Library Renovation & Addition dated July 10, 2020 f. Request for Information (RFI) Log g. Skanska Sketches 59. Liquidated damages are limited to and shall not exceed the amount of Skanska’s Fee. Page 14 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 Milestone Schedule See attached Page 30 of 35 Activity IDActivity NameStartFinishImagine Clearwater_CURRENTImagine Clearwater_CURRENT08-Sep-2010-Sep-21MilestonesMilestones08-Sep-2010-Sep-21MIL-008Library 100% CD GMP Issue To City08-Sep-20MIL-001Library GMP Execution01-Oct-20MIL-010Issue Library Notice To Proceed09-Oct-20MIL-012Substantial Completion - Library14-Jul-21*MIL-019Final Completion - Library10-Sep-21JJASONDJFMAMJJASONDJFMAMJJAS20202021202210-Sep-21, Imagine Clearwater10-Sep-21, MilestonesLibrary 100% CD GMP Issue To CityLibrary GMP ExecutionIssue Library Notice To ProceedSubstantial Completion - LibraryFinal Completion - LibraryImagine Clearwater Library Renovation GMP #2 Milestone ScheduleData Date: 14-Aug-20 Date Printed: 09-Sep-20Remaining Level of EffortActual Level of EffortActual WorkRemaining WorkCritical Remaining WorkMilestonePage 1 of 1Page 31 of 35 2 - Basis of Guaranteed Maximum Price Imagine Clearwater – Clearwater Main Library Renovation & Addition Guaranteed Maximum Price (GMP 2) September 4, 2020 Logistics Plan See attached **The logistics plan identifies logistics / traffic patterns, fencing for more than just the library renovation; however, only the work as necessary for the library would be included under this GMP 2. Page 32 of 35 BID DOCUMENT Dated: 06/23/2020 4:23:49 PM Page 33 of 35 Page 34 of 35 Page 35 of 35 Skanska USA Building Inc.usa.skanska.com 4030 Boy Scout Blvd.Suite 200Tampa, FL 33607Phone 813.282.7100 DREW ST CLEVELAND ST N OSCEOLA AVE LAURA ST AERIAL MAP MAINLIBRARY Prepared by:Engineering DepartmentGeographic Technology Division100 S. Myrtle Ave, Clearwater, FL 33756Ph: (727)562-4750, Fax: (727)526-4755www.MyClearwater.com PROJECT #17-0031-ENIMAGINE CLEARWATER Document Path: C:\Users\Christopher.Melone\Desktop\ImagineClearwaterMainLibrary.mxd ² N.T.S.Scale: 286BGrid #:16-29s-15eS-T-R:Aerial Flown 2019 Page 1 of 1Reviewed By:CC 9/11/2020Date:CRMMap Gen By: Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: Res 20-37 Agenda Date: 12/3/2020 Status: City Manager ReportVersion: 1 File Type: ResolutionIn Control: Planning & Development Agenda Number: 9.2 SUBJECT/RECOMMENDATION: Approve the Ft. Harrison Avenue Complete Streets Study Final Report, a Complete Streets concept plan for Ft. Harrison Avenue, from Belleair Road to N. Myrtle Avenue, authorize transmittal to Forward Pinellas and other jurisdictions for the completion of the Forward Pinellas Complete Streets Grant Program agreement (approved via Resolution 19-09) and adopt Resolution 20-37. SUMMARY: In March 2019. the City was awarded a Complete Street concept planning grant from Forward Pinellas to evaluate a portion of Ft. Harrison Avenue Belleair Road to N. Myrtle Avenue. The objective of the Ft. Harrison Avenue Complete Streets Study is to evaluate how Ft. Harrison Avenue could be reconfigured to improve safety for all modes, serve residents without vehicle access, support local businesses and the community, improve personal and environmental health. HDR Engineering, Inc. was selected as the consultant for the project. The development of the Ft. Harrison Avenue concepts involved public input through an online survey and guidance from a Project Visioning Team comprised of business owners, residents, local agencies, and city staff who have an interest in the corridor. The project was divided into three main segments based on the land use characteristics, existing typical sections and available right-of-way. However, segment 1 was further subdivided due to the difference in existing cross sections, with one sub-segment having four undivided lanes and the other sub-segment having three lanes, including a continuous two-way turn lane. The limits of the segments and a brief summary of the recommended improvements for each are as follows: ·Segment 1A City Gateway (Belleair Road to Belleview Boulevard): Road diet, reducing the number of lanes from four to three with a turn lane; landscaped islands along the eastern side; pedestrian crosswalk refuge islands near Belleair Road and Wildwood Way; improved connections to the Pinellas Trail at Woodlawn Street; and painted intersection at Belleview Boulevard. ·Segment 1B Downtown Transition (Belleview Boulevard to Chestnut Street): Eliminated on-street bike lanes; landscaped islands along the eastern side; pedestrian Page 1 City of Clearwater Printed on 12/2/2020 File Number: Res 20-37 crosswalk refuge islands on Lakeview Road at Pinellas Trail crossing and near Pine Street on Ft. Harrison Avenue; painted intersection at Lakeview Road. ·Segment 2 Downtown Core (Chestnut Street to Drew Street): Eliminated left turn lanes at Pierce Street and Cleveland Street, creating space for designated loading area, on-street parking, parklets and wider sidewalk; pedestrian crosswalk refuge islands at existing Park and Franklin Streets crossings; rectangular rapid flashing beacon at existing Hendricks Street crossing; painted intersection at Drew Street. ·Segment 3 Old Bay/North Marina (Drew Street to N. Myrtle Avenue): Midblock bulb-outs to create chicanes; on-street parking; landscaped islands; painted intersection at Seminole Street. Additionally, intersection bulb-outs and marked crosswalks are recommended to be implemented throughout the corridor, along with intermittent landscape islands in the center turn lane where turning movements are not needed. On November 17, 2020, city staff presented the draft report to the Community Development Board and received positive feedback on the proposed concepts. By adopting Resolution No. 20-37, City Council is approving the Final Report, including the concepts. Staff will be transmitting the Final Report to Forward Pinellas. Exhibit A of Resolution 20-37 is the Final Report which includes the concepts for the Ft. Harrison Avenue corridor as well as typical sections for each segment. The report appendix includes meeting summaries and materials from each Project Visioning Team meeting, the traffic analysis memorandum and supporting data completed for the southern segment of Ft. Harrison Avenue and the associated intersections of Belleair Road and Belleview Boulevard, and a detailed concept plan for the portion of the corridor where a road diet is proposed (from Belleair Road to Lakeview Road). APPROPRIATION CODE AND AMOUNT: N/A USE OF RESERVE FUNDS: N/A Page 2 City of Clearwater Printed on 12/2/2020 1 Resolution No. 20-37 RESOLUTION NO. 20-37 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA APPROVING THE FT. HARRISON AVENUE COMPLETE STREETS STUDY FINAL REPORT, A COMPLETE STREETS CONCEPT PLAN FOR FT. HARRISON AVENUE, FROM BELLEAIR ROAD TO N. MYRTLE AVENUE; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, the City of Clearwater Comprehensive Plan’s Future Land Use Element and Transportation Element recognize the importance of providing multimodal mobility options for people of all ages and abilities; and WHEREAS, the City of Clearwater Comprehensive Plan’s Future Land Use Element and Transportation Element includes a Citywide Design Structure which identifies portions of Ft. Harrison Avenue between Belleair Road and Druid Road and between Seminole Street and Sunset Point Road as a Redevelopment Corridor that needs character changes or restoration that support creating “walkable communities” and “livable neighborhoods”, identifies Fort Harrison Avenue as a Primary Scenic Corridor that has particular significance in terms of tourism, economic development, or community character, and designates South Fort Harrison as a gateway to the City; and WHEREAS, Complete Streets are designed, operated, and maintained for all users, regardless of age or ability, and are essential in providing safe routes to schools for children; and WHEREAS, the Clearwater Downtown Redevelopment Plan’s Accessibility Goal and Objectives call for the strengthening of Ft. Harrison Avenue as a local, pedestrian oriented street, and seeks to reduce pedestrian and vehicle conflicts; and WHEREAS, the Clearwater Downtown Redevelopment Plan Implementation, as adopted by the Community Redevelopment Agency August 2, 2018, established a capital improvement project for the redesign and construction of Ft. Harrison Avenue as a Complete Street, to achieve the Plan’s accessibility goal; and WHEREAS, Ft. Harrison Avenue is a south-north roadway operated by the City that connects two Activity Centers designated in the City of Clearwater Comprehensive Plan Citywide Design Structure, the Morton Plant Hospital Campus and Downtown, with multiple designated Destination Points, including the City/County Government Complex, the Clearwater Marina, PSTA’s Park Street Terminal, the Main Library, and the Seminole Boat Launch; and WHEREAS, the Ft. Harrison Avenue corridor provides opportunities to address equity and environmental justice concerns for the transportation disadvantaged Resolution No. 20-37 2 communities of Lake Belleview and North Greenwood through improved access to work, live, shop, and play; and WHEREAS, on December 6, 2018, the City Council of the City of Clearwater authorized staff to apply for Program funding for Complete Streets concept planning for Ft. Harrison Avenue (hereinafter referred to as “Project”), for which the City was awarded $50,000 on March 13, 2019, and the City Council authorized an agreement between the City and Forward Pinellas and the Scope of Work for the Project on June 20, 2019 (Resolution 19-09); and WHEREAS, the City Council contracted with HDR Engineering, Inc. to develop the Ft. Harrison Avenue Complete Street Concept Plan and implement a community outreach program for the Project; and WHEREAS, Project development included data collection, analysis, coordination with a Project Visioning Team comprised of local business owners, residents, and city staff, as well as representatives from institutions and local agencies, and public outreach through a public online survey and an outreach event at Blast Friday; and WHEREAS, recent planning studies and design concepts were directly incorporated into the Project, including the Alternate US 19 and Fairmont Street Roundabout Design (FDOT – May 2019), the Complete Drew Street Project (City of Clearwater – October 2019), and the North Marina Area Master Plan (City – January 2016); and WHEREAS, the Project divided the corridor into three main segments based on character and context, and recommendations and design strategies are tailored for each segment to provide several key benefits including improving transportation accessibility, corridor aesthetics, safety and livability while supporting local businesses; and WHEREAS, recommended improvements are also consistent with the guiding principles established in the Clearwater Complete Streets Implementation Plan, approved by City Council June 20, 2019; and WHEREAS, the final recommendations are based on the input received from the public and Project Visioning Team members, and each selected design strategy provides its own unique benefits to enhancing the street, but collectively serve to further the key goals developed for the corridor; and WHEREAS, design concepts and strategies for each segment are incorporated into the Final Report, which is attached to this Resolution as Exhibit A; now, therefore BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA: Resolution No. 20-37 3 Section 1. Approves the Final Report, as attached in Exhibit “A,” accepts the HDR Engineering, Inc., Complete Streets Concept Designs for the Ft. Harrison Avenue Complete Streets Study, and authorizes the appropriate City officials to take all necessary action as may be necessary or appropriate to transmit to Forward Pinellas and other jurisdictions the Final Report. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this _______ day of _____________, 2020. __________________________ Frank V. Hibbard Mayor Approved as to form: Attest: ________________________ __________________________ Michael P. Fuino Rosemarie Call Assistant City Attorney City Clerk Resolution No. 20-37 4 EXHIBIT A FT. HARRISON AVENUE COMPLETE STREETS STUDY FINAL REPORT November 2020  NOVEMBER 2020 1 TABLE OF CONTENTS TABLE OF CONTENTS .................................................................................................................................................... 1 LIST OF FIGURES .............................................................................................................................................................. 2 EXECUTIVE SUMMARY .................................................................................................................................................. 3 INTRODUCTION ............................................................................................................................................................... 4 PROJECT OVERVIEW .................................................................................................................................................. 4 STUDY PURPOSE ......................................................................................................................................................... 4 PREVIOUS STUDIES .................................................................................................................................................... 4 CORRIDOR CHARACTERISTICS .............................................................................................................................. 6 SEGMENT 1A: City Gateway .................................................................................................................................... 9 SEGMENT 1B: Downtown Transition ................................................................................................................... 9 SEGMENT 2: Downtown Core ............................................................................................................................. 10 SEGMENT 3: Old Bay/North Marina ................................................................................................................. 11 PUBLIC OUTREACH SUMMARY ............................................................................................................................... 12 PROJECT VISIONING TEAM ................................................................................................................................. 12 PUBLIC OUTREACH EVENT................................................................................................................................... 13 PUBLIC SURVEY ........................................................................................................................................................ 14 EVALUATING POTENTIAL IMPROVEMENTS ........................................................................................................ 16 DEMONSTRATION VS. PERMANENT PROJECTS .......................................................................................... 16 OTHER COMPLETE STREETS FEATURES .......................................................................................................... 16 DESIGN STRATEGIES ............................................................................................................................................... 17 RECOMMENDATIONS ................................................................................................................................................. 19 PROJECT CONCEPTS OVERVIEW ....................................................................................................................... 19 SEGMENT 1A: City Gateway ................................................................................................................................. 19 Summary of Traffic Analysis for Road Diet ................................................................................................ 22 SEGMENT 1B: Downtown Transition ................................................................................................................ 23 SEGMENT 2: Downtown Core ............................................................................................................................. 25 SEGMENT 3: Old Bay/North Marina ................................................................................................................. 29 PLANNING LEVEL OPINION OF PROBABLE COSTS .................................................................................... 30 APPENDIX A: PROJECT VISIONING TEAM #1 MEETING ................................................................................. 33 APPENDIX B: PROJECT VISIONING TEAM #2 MEETING ................................................................................. 79 APPENDIX C: TRAFFIC MEMORANDUM ............................................................................................................ 132 APPENDIX D: CONCEPT PLAN BELLEAIR ROAD TO LAKEVIEW ROAD .................................................. 179 2 LIST OF FIGURES Figure 1: Study Area Map ............................................................................................................................................ 4 Figure 2: Project Goals .................................................................................................................................................. 4 Figure 3: Roundabout Concept at Fairmont Street and Alt. US 19 (from FDOT) .................................... 5 Figure 4: North Marina Area Master Plan Exhibit ............................................................................................... 6 Figure 5: Study Area Transit ........................................................................................................................................ 7 Figure 6: Study Area Statistics Compared to City and County ...................................................................... 8 Figure 7: Corridor Segments ....................................................................................................................................... 8 Figure 8: Segment 1A Map .......................................................................................................................................... 9 Figure 9: Segment 1B Map ....................................................................................................................................... 10 Figure 10: Segment 2 Map ....................................................................................................................................... 11 Figure 11: Segment 3 Map ....................................................................................................................................... 11 Figure 12: Project Visioning Team Walkshop Photos ..................................................................................... 12 Figure 13: Blast Friday Word Cloud and Information Booth ....................................................................... 13 Figure 14: MetroQuest Survey ................................................................................................................................ 14 Figure 15: Survey Responses Mode of Travel .................................................................................................... 14 Figure 16: MetroQuest Survey Responses (Sample) ....................................................................................... 15 Figure 17: Example of Demonstration vs. Permanent Installation Projects ........................................... 16 Figure 18: Cumulative Benefits of the Design Strategies .............................................................................. 19 Figure 19 Segment 1A Proposed Improvements ............................................................................................. 20 Figure 20: Segment 1A Existing and Proposed Typical Sections ............................................................... 21 Figure 21: Road Diet Concept Plan Belleair Road to Belleview Boulevard ............................................. 21 Figure 22 Road Diet Concept Plan Belleview Boulevard Intersection ...................................................... 22 Figure 23 Segment 1B Proposed Improvements ............................................................................................. 23 Figure 24: Segment 1B Existing and Proposed Typical Sections ................................................................ 24 Figure 25: Concept Plan from Belleview Boulevard to north of Lakeview Road .................................. 24 Figure 26 Concept Plan Reconfigured Lakeview Road Intersection ......................................................... 25 Figure 27 Segment 2 Proposed Improvements ................................................................................................ 26 Figure 28: Existing and Proposed Typical Section North of Cleveland Street ....................................... 26 Figure 29: Concept Plan Removing Northbound Left Turn Lane at Pierce Street ............................... 27 Figure 30: Photo of Delivery Truck in Center Turn Lane and Drop-off Zone within Sidewalk ........ 28 Figure 31: Renderings of Concept Removing Left Turn Lane in Front of Ft. Harrison Hotel (from Church of Scientology) ............................................................................................................................................... 28 Figure 32 Segment 3 Proposed Improvements ................................................................................................ 29 Figure 33: Segment 3 Existing and Proposed Typical Sections .................................................................. 30 Figure 34: Planning Level Opinion of Probable Costs .................................................................................... 31 3 EXECUTIVE SUMMARY The Ft. Harrison Avenue Complete Streets Study recommends improvements for Ft. Harrison Avenue from Belleair Road to N. Myrtle Avenue within the City of Clearwater to provide mobility, safety, and placemaking along the 3.2-mile study corridor. Certain recent planning studies and design concepts were directly incorporated into this study including the Alternate US 19 and Fairmont Street Roundabout Design (FDOT – May 2019), the Complete Drew Street Project (City of Clearwater – October 2019), and the North Marina Area Master Plan (City – January 2016). Recommended improvements are also consistent with the guiding principles established in the Clearwater Complete Streets Implementation Plan. A menu of design strategies was considered when developing recommendations to provide mobility, safety, and placemaking along the study corridor. A Project Visioning Team (PVT) was formed to guide the initiative, including local business owners, residents, and city staff, as well as representatives from institutions and local agencies. To experience Ft. Harrison Avenue outside of a car, the PVT traveled to various locations along the corridor on the Clearwater Jolley Trolley as part of a “Walkshop”, and later discussed existing conditions, design strategies, and alternatives with the project team. Almost 650 postcards were mailed to residents and businesses within the study area to promote participation in an online survey and to encourage people to visit the project team at the February Blast Friday event in Downtown Clearwater. An estimated 300 individuals were reached, and attendees were provided with a pamphlet with further information and a link to a public survey about the project. The final recommendations are based on the input received from the public and Project Visioning Team members. Each selected design strategy provides its own unique benefits to enhancing the street, but collectively the strategies serve to further the key goals developed for the corridor, consistent with the guiding principles established in the Clearwater Complete Streets Implementation Plan and illustrated in Figure 2. Proposed concepts primarily work within existing rights-of-way and do not require moving curbs or storm drains. A traffic study was completed for the southern segment (Segment 1A) to evaluate a proposed road diet, the results of which showed that peak-hour delays would increase by less than seven seconds on average at the controlling intersection of Ft. Harrison Avenue and Belleview Boulevard. A planning level opinion of probable costs was developed for the permanent installation of each of the proposed improvement concepts proposed in this study to aid in advancing the improvements identified in this study to the next phase. 4 INTRODUCTION PROJECT OVERVIEW The Ft. Harrison Avenue Complete Streets Study identified potential improvements for Ft. Harrison Avenue from Belleair Road to N. Myrtle Avenue within the City of Clearwater. The study limits measure approximately 3.2 miles. Figure 1: Study Area Map STUDY PURPOSE The goal of the study was to recommend improvements to provide mobility, safety, and placemaking along the study corridor. This project identified improvements to address the corridor deficiencies which would address the short and long-term needs of all users of the corridor. Improvements implement the guiding principles established in the Clearwater Complete Streets Implementation Plan. Figure 2: Project Goals PREVIOUS STUDIES Several recent studies were completed by the City and FDOT which are referenced throughout this study. The studies included: • Alternate US 19 and Fairmont Street Roundabout Design (FDOT – May 2019) – FDOT conducted a corridor planning study along Alternate US 19 (Alt. US 19) to develop a long- 5 term vision for the corridor and identify multimodal solutions to address the mobility needs within a context that reflects the corridor vision. The study proposed a roundabout at the Fairmont Street intersection to improve traffic operations at the northern end of Ft. Harrison Avenue near Alt. US 19, which serves as an alternative north-south corridor to Ft. Harrison Avenue. The proposed roundabout at Alt. US 19 and Fairmont Street is anticipated to relieve traffic congestion for vehicles going from northbound Ft. Harrison Avenue onto northbound Alt. US 19. Figure 3: Roundabout Concept at Fairmont Street and Alt. US 19 (from FDOT) • Complete Drew Street (City – September 2018) – This project’s goals included improving safety, accessibility, and connectivity with land uses, supporting existing businesses and future growth, and promoting active living with improved access to trails. The Complete Drew Street Project recommended a road diet from four to two lanes with on-street parking and improved infrastructure for people cycling and walking in the segment of Drew Street between Osceola and Myrtle Avenues, which crosses Ft. Harrison Avenue. • North Marina Area Master Plan (City – January 2016) – This plan includes concepts for redevelopment for the area around Ft. Harrison Avenue and Seminole Street. The plan calls for wider sidewalks, activated corners, enhanced pedestrian zones, and avoidance of driveway conflicts. Future development envisions single-story retail and mid-rise residential. This area acts as a gateway into Downtown and the Seminole Street Boat Launch. Since plan adoption, this area has been integrated into the city’s Downtown 6 Redevelopment Plan area and the Downtown District & Development Standards were adopted which implement the vision. Figure 4: North Marina Area Master Plan Exhibit Improvements in this study of Ft. Harrison Avenue are consistent with the goals and recommendations of the previous relevant studies along and adjacent to the corridor. No additional analysis was completed for the FDOT roundabout at Fairmont Street. CORRIDOR CHARACTERISTICS The corridor was divided into three main segments based on character, context, land use, existing typical sections, and available right-of-way, which are further described below. Existing conditions and constraints were examined in the field and using demographic data. Ft. Harrison Avenue provides connections to key destinations within the city, including Clearwater Beach, Seminole Street Boat Launch, Park Street Transit Center, Morton Plant Hospital, the County Courthouse, Clearwater Main Library, and Coachman Park. Area transit includes four distinct services shown in Figure 5 and listed below. Users of these services are oftentimes pedestrians before and after their transit trips. This increases the importance of ensuring non-vehicular user safety and connectedness along the corridor. 7 Figure 5: Study Area Transit • Bus Route 52/52LX (Downtown Clearwater to Downtown St. Petersburg) – Express service during peak hours, with thirty-minute headways Monday through Saturday and one-hour headways Sundays and holidays. • Bus Route 66L (Tarpon Springs to Park Street Terminal) – Limited stop route with 90-minute headways during peak hours Monday through Friday, and no service on Saturdays, Sundays, or holidays. • SunCoast and Jolley Trolley (Downtown Clearwater to Clearwater Beach) – Daily service with 30-minute headways, including on holidays, and extended service on weekends. • Clearwater Ferry (Downtown Clearwater to Clearwater Beach) – Reservations required, service generally with one-hour headways Thursday through Sunday. The project team reviewed key area statistics in comparison with the county and city. Of note, the corridor area’s median household income is $24k (compared to $47k for Pinellas County and $45k for the City of Clearwater). Similarly, 24% of the population in the corridor area is below the poverty level (compared to 14% for Pinellas County and 16% for the City of Clearwater). Finally, the percentage of the households with no vehicles is 22% in the study area (compared to 9% for Pinellas County and 12% for the City of Clearwater). 8 Figure 6: Study Area Statistics Compared to City and County Ft. Harrison Avenue is consistently two lanes with a continuous center two-way left turn lane (TWLTL), with the exception of a portion of Segment 1 that is four lanes and merges into a three-lane section. Due to the different cross sections and knowing that recommended treatments may vary given the nature of the existing characteristics of each segment, the project team decided to divide Segment 1 into two sub-segments: Segment 1A and Segment 1B. Descriptions of each segment can be found on the following pages. Figure 7: Corridor Segments 9 SEGMENT 1A: City Gateway Segment 1A extends from the southern end of the study area at Belleair Road to Belleview Boulevard. The right-of-way is typically 100-foot wide and the posted speed limit is 30 MPH. This segment is currently a four-lane section. However, the two northbound lanes merge to one lane approximately 500 feet south of Woodlawn Street. The feasibility of a road diet was studied for this segment to calm traffic and improve safety while maintaining operations. Much of this segment has no curb and instead utilizes flush shoulders and open drainage swales. This gives the area a suburban feel and context. Buildings are set far back from the roadway with parking lots between the roadside and building. There are currently few opportunities for shade for people walking or riding a bicycle. Figure 8: Segment 1A Map Although the number of crashes is not significant, there were recent crashes with fatalities along this segment. One occurred on June 1, 2019 in which a motorcyclist was killed in a crash at the intersection of Ft. Harrison Avenue and Belleview Boulevard. Another crash with fatality occurred on November 11, 2019 at the intersection of Ft. Harrison Avenue and Woodlawn Street. In addition to improving safety for vehicular traffic, increased safety is also desired to better serve transit users as they become pedestrians and cyclists to reach their final destinations. The Pinellas Trail runs parallel to Ft. Harrison Avenue in this segment on the west side. The trail crosses Ft. Harrison Avenue at the Belleview Boulevard intersection diagonally from the southwest corner to the northeast corner. Goals for Segment 1 were identified as: • Improve multimodal connections across corridor and into Downtown • Create a gateway into the City and Downtown SEGMENT 1B: Downtown Transition Segment 1B extends from Belleview Boulevard to Chestnut Street. The right-of-way is typically 60-foot wide and the posted speed limit is 30 MPH. This segment is the transition into Downtown Clearwater, serving important retail areas and the Morton Plant Hospital campus. Morton Plant 10 Hospital was included in project coordination and participated on the Project Visioning Team. The Pinellas Trail is located parallel and immediately adjacent to the corridor from south of Belleview Boulevard to south of Lakeview Road, where it diverges and runs parallel a few blocks east of Ft. Harrison Avenue. At Corbett Street, the context of the adjacent land uses changes from suburban to more urbanized as buildings are closer to the road and sidewalks. Lakeview Road connects Ft. Harrison Avenue to Myrtle Avenue/Alt US 19, serving as an alternate route through Downtown. Figure 9: Segment 1B Map The goals for Segment 1B are the same as Segment 1A which includes providing multimodal connections and a gateway into the City and Downtown. However, unlike Segment 1A, Segment 1B is three lanes already and contains mature trees, especially by the hospital campus. These factors provide a sense of enclosure and character along this segment that isn’t present in Segment 1A. The sense of enclosure is a key component of speed management and Complete Streets strategies. An additional goal for Segment 1B was identified during the first Project Visioning Team meeting and Walkshop that aims to increase the buffer and comfort level of the Pinellas Trail from Ft. Harrison Avenue vehicular traffic. SEGMENT 2: Downtown Core Segment 2 includes the Downtown Core, extending from Chestnut Street to Drew Street. The right-of-way varies from 55 feet to 70 feet and the posted speed limit is 30 MPH. This segment is characterized by buildings that abut the sidewalk, a grid of streets, and higher pedestrian activity. A significant portion of existing properties in this area is associated with the Church of Scientology. The Church of Scientology was included in project coordination and participated on the Project Visioning Team. In addition, the Cleveland Street intersection is a key retail node for the City. Because of the higher-level pedestrian activity, identifying the conditions of the existing infrastructure for people walking is even more critical. 11 Figure 10: Segment 2 Map The sidewalks in the Downtown Core are very narrow in some locations, such as the west side of Ft. Harrison Avenue north of Cleveland Street. In addition, tripping hazards like high curbs and obstructions in the sidewalk such as signs provide opportunities for improvement. The key goal for Segment 2 was identified as: • Use streetspace to create a welcoming, livable, and economically vibrant Downtown SEGMENT 3: Old Bay/North Marina Segment 3 extends from Drew Street to N. Myrtle Avenue. The right-of-way is 55 feet to 60 feet and the posted speed limit is 30 MPH. The southern portion is a transition area with a mix of low-scale commercial and residential uses. The portion between Eldridge Street and Cedar Street was included in the North Marina Area Master Plan study area (see Previous Studies) and provides access to the Seminole Street Boat Launch. North of Cedar Street, the adjacent context changes to predominantly single family residential. Figure 11: Segment 3 Map The sidewalks are in relatively poor condition and are not buffered from the roadway which makes walking uncomfortable. In addition, issues with overgrowth of vegetation was noted during the first Project Visioning Team meeting. 12 The key goal for Segment 3 was identified as: • Beautify the streetspace to attract investment and development to achieve future land use vision PUBLIC OUTREACH SUMMARY PROJECT VISIONING TEAM The Project Visioning Team (PVT) was made up of local business owners, residents, institutions, local agencies, and city staff who have an interest in improvements along the corridor. The PVT included representatives from different backgrounds, ages, and abilities to capture a greater cross-section of end users and develop solutions that may achieve a more inclusive street design. The PVT first met on November 13, 2019 for a project kick-off presentation and “Walkshop”. After the project team presented the project background, existing conditions, and potential design strategies, the team and the PVT traveled on the Jolley Trolley to various locations and walked the street to experience Ft. Harrison Avenue from a pedestrian’s perspective. Following the “Walkshop” the PVT discussed key observations, including the poor maintenance of the sidewalk, the feeling of danger along the narrow sidewalks, and a lack of identity for Ft. Harrison Avenue. The second and final PVT meeting was held virtually on June 5, 2020 and included a presentation with the preliminary concepts for the corridor. Feedback from the PVT on the preliminary recommendations was incorporated into the final report. Summaries of each meeting, as well as comments received regarding the draft concepts, can be found in the Appendix. Figure 12: Project Visioning Team Walkshop Photos 13 PUBLIC OUTREACH EVENT On February 28, 2020 the project team attended the Blast Friday event in Downtown Clearwater for a public outreach event. Information about the project and potential design strategies were illustrated. An estimated 300 people were reached, and attendees were provided with a pamphlet with further information and a link to the public survey. Figure 13: Blast Friday Word Cloud and Information Booth 14 PUBLIC SURVEY Public input was also received through an online survey. Nearly 650 postcards were mailed to residents and businesses within 250 feet on either side of Ft. Harrison Avenue in the study area to promote survey participation. The survey was open one week before Blast Friday and two weeks after. A total of 131 people participated. The survey offered participants the opportunity to share their experiences traveling along the Ft. Harrison Avenue corridor and help identify its future vision. Questions related to potential tradeoffs of different design techniques, impressions of the street today, and preferred design strategies. General demographic questions were also asked of survey respondents. Figure 15: Survey Responses Mode of Travel Figure 14: MetroQuest Survey 15 Figure 16: MetroQuest Survey Responses (Sample) 16 EVALUATING POTENTIAL IMPROVEMENTS A menu of design strategies was considered when developing recommendations to provide mobility, safety, and placemaking along the study corridor. DEMONSTRATION VS. PERMANENT PROJECTS In evaluating design strategies, the project team assessed the options for using Demonstration Projects versus Permanent Installation Projects to implement the study recommendations. Demonstration Projects are smaller, less expensive projects that can demonstrate certain traffic calming principles while allowing for real-time feedback and adjustments. Permanent Installation Projects are larger and more expensive projects that create permanent changes to infrastructure through long-term and more durable construction projects. Figure 17: Example of Demonstration vs. Permanent Installation Projects OTHER COMPLETE STREETS FEATURES Certain low-cost, high-impact complete streets features can be added to the corridor with minimal commitment. Implementing small, repeatable strategies such as those illustrated to the right can work in coordination throughout the corridor and create a safe, comfortable, and welcoming environment for pedestrians and cyclists. 17 DESIGN STRATEGIES The following design strategies were evaluated for potential implementation along the corridor: Clearly marked and designated bicycle facilities can create a safer street for all users and buffer the sidewalk from cars and trucks. When bicycle-specific facilities are installed, drivers know where to expect cyclists and cyclists are less likely to ride on the sidewalk, reducing potential conflicts with pedestrians. Intersection bulb-outs decrease the radius of a corner, slowing turning traffic and decreasing the distance a pedestrian will need to cross the street. The reclaimed public space may be used for placemaking and beautification. Midblock bulb-outs reclaim public space on the side of the road, buffering the sidewalk and reducing the distance to cross the street. Bulb-outs may be placed to "pinch" traffic or create a "chicaning" movement, calming vehicle traffic. Intersection is raised to slow traffic, emphasizing the intersection and reducing the risk of crashes. People cross at the same height as the sidewalk, increasing visibility. The new intersection may provide a placemaking opportunity for the corridor. 18 Existing parking spaces or extra pavement can be converted into small parks, sidewalk cafes, and other public spaces. The new gathering spaces created in front of businesses slow traffic with visual cues and people, as well as buffer the sidewalk. On-street parking protects the sidewalk from traffic and provides access to businesses. Traffic is calmed by cars slowing to park and people entering/exiting vehicles. Refuge islands create a safe resting or waiting spot for pedestrians crossing the street, either midblock or at intersections. Crossings and islands combined connect two sides of the street and calm traffic with the pedestrian presence. Landscaped islands can calm traffic and reduce vehicle speeds with vertical visual cues. New landscaping and beautification opportunities are also created. 19 RECOMMENDATIONS PROJECT CONCEPTS OVERVIEW The following recommendations address the corridor segments illustrated in Figure 7 and incorporate the design strategies previously outlined into concepts for each segment. Each selected design strategy provides its own unique benefits to enhancing the street and in combination, these strategies work together to provide the following key benefits consistent with the guiding principles. Figure 18: Cumulative Benefits of the Design Strategies In addition to specific improvements recommended for each segment, the following design strategies are recommended to be implemented throughout the corridor: • Intersection Bulb-Outs - reduce the radii at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public space. • Landscaped Islands – add landscaping in center turn lane where turning movements are not needed. • Marked Crosswalks – add marked crosswalks at minor intersections to reinforce the grid, improves pedestrian connections, and calms traffic. SEGMENT 1A: City Gateway The recommended concept for Segment 1A (Belleair Road to Belleview Boulevard) reduces the number of lanes from four lanes to three lanes, improves connections to the Pinellas Trail, and creates a gateway into the City and Downtown. 20 The concept plan for Segment 1A includes: • Road Diet – reduce the number of lanes from 4 lanes with no turn lane to 3 lanes with a turn lane in the southern portion of the segment. • Landscaped Islands – add islands along the eastern side of the existing roadway to narrow the roadway to three lanes. • Pedestrian Crosswalk Refuge Islands – add refuge islands in the newly formed median just south of Belleair Road and south of Wildwood Way. • Bicycle Facilities – improve connections to the Pinellas Trail at Woodlawn Street. • Painted Intersection – enhance placemaking at Belleview Boulevard, to calms traffic and create a gateway into the Downtown. Figure 19 Segment 1A Proposed Improvements 21 Figure 20: Segment 1A Existing and Proposed Typical Sections Figure 21: Road Diet Concept Plan Belleair Road to Belleview Boulevard 22 Figure 22 Road Diet Concept Plan Belleview Boulevard Intersection The concept plan roll plot for both Segments 1A and 1B is included in Appendix D. The planning level opinion of probable costs for the improvements in Segment 1A (summarized in Figure 34) includes milling and resurfacing. The proposed concept maintains the existing curb and gutter on the east side of the roadway as a potential cost savings measure. Further investigation into the age and condition of the existing drainage system should be assessed to determine if replacement of the stormsewer system is warranted at this time. If that is the case, the curb could potentially be removed and the inlets and pipes relocated. Summary of Traffic Analysis for Road Diet The lane repurposing proposed for Ft. Harrison Avenue, specifically from the southbound approach at Belleview Boulevard through Belleair Road, is not projected to have a significantly negative impact on traffic conditions. At the controlling intersection of Ft. Harrison Avenue and Belleview Boulevard, peak-hour delays are projected to increase by less than seven seconds on average in the proposed configuration versus the existing lane configurations (both evaluated based on 2040 traffic projections). The overall intersection LOS remains at C or better for all scenarios. Along the un-interrupted segment, the projected traffic volume represents less than two-thirds of the maximum service volume and operates at LOS D in the PM peak hour. Although a traffic analysis was not included in the scope for the remainder of the study corridor, recommended improvements along the rest of the corridor are not expected to impact traffic operations in any significant way. Additionally, drivers can utilize Alt. US 19/Myrtle Avenue via Lakeview Road (Segment 1B) to travel through Downtown if desired; however, this study does not assume there would be such a shift to Lakeview Road. The full Traffic Memorandum for the study is included in Appendix C. 23 SEGMENT 1B: Downtown Transition The recommended concept for Segment 1B (Belleview Boulevard to Chestnut Street) maintains the existing three-lane section, with reconfigured intersections at Belleview Boulevard and Lakeview Road. A landscaped island replaces narrow on-street bike lanes, which creates an improved off-street facility with improved buffers and a wider Pinellas Trail along Ft. Harrison Avenue. The removal of the thru lane on eastbound Lakeview Road allows for a median refuge island to be added where the Trail crosses. Additional wayfinding signage may encourage drivers to utilize Lakeview Road, but there is limited opportunity to more substantially modify this intersection (e.g., to incorporate a roundabout) due to constrained rights-of-way. Further coordination with Morton Plant Hospital when translating these concepts to design and engineering drawings will be important. Consistent with Segment 1A, the concept plan includes: • Landscaped Islands – add landscaped islands along the eastern side of the roadway in the location of the current bike lane to buffer the Pinellas Trail. • Pedestrian Crosswalk Refuge Islands and Rectangular Rapid Flashing Beacons (RRFB) – add refuge islands on Lakeview Road at the Pinellas Trail crossing, and add a refuge island and RRFBs north of Pine Street on Ft. Harrison Avenue by the Clearwater Historical Society Museum and Cultural Center. Additional crosswalk locations may also include refuge islands • Bicycle Facilities – remove unbuffered bike lanes and improve off-street facilities. • Painted Intersection – enhance intersection at Lakeview Road to create placemaking and calm traffic. Figure 23 Segment 1B Proposed Improvements 24 Figure 24: Segment 1B Existing and Proposed Typical Sections Figure 25: Concept Plan from Belleview Boulevard to north of Lakeview Road 25 Figure 26 Concept Plan Reconfigured Lakeview Road Intersection SEGMENT 2: Downtown Core The recommended concept for Ft. Harrison Avenue from Chestnut Street to Drew Street in the Downtown Core creates a more welcoming, livable, and economically vibrant Downtown, increases and improves space for people walking, and provides an opportunity for additional landscaping and beautification. The Segment 2 concept plan includes: • On-Street Parking, Loading, and Parklet Opportunities – eliminate the northbound left turn lane at Pierce Street and the southbound left turn lane at Cleveland Street to create space for designated loading area, on-street parking, parklets and a wider sidewalk. • Rectangular Rapid Flashing Beacons (RRFB) – add RRFBs at the existing Hendricks Street crossing to increase pedestrian safety. • Pedestrian Crosswalk Refuge Islands – add refuge islands at existing Park and Franklin Streets crossings where RRFBs are already installed. • Painted Intersection – enhance placemaking at Drew Street, calm traffic, and create a gateway into the Downtown Core. 26 Figure 27 Segment 2 Proposed Improvements Figure 28: Existing and Proposed Typical Section North of Cleveland Street 27 Figure 29: Concept Plan Removing Northbound Left Turn Lane at Pierce Street The southbound left turn lane at Cleveland Street is recommended to be removed. The sidewalk on the west side of Ft. Harrison Avenue north of Cleveland Street is narrow and the curb is unusually tall, which can be a tripping hazard. The removal of the left turn lane allows the western sidewalk to be expanded to provide more pedestrian space and addresses the tall curb. On-street parking could be added as well, which would also provide space for potential parklets, as illustrated in Figure 28. The center turn lane in front of the Ft. Harrison Hotel is used often for loading and unloading deliveries. In addition, the pedestrian drop-off space in front of the hotel requires vehicles to encroach into the sidewalk. A solution to these two undesirable conditions is shown in the concept plan in Figure 29. At each of the suggested locations for left turn lane removal, vehicles may still turn left. There would be a negligible impact to traffic operations as the well-connected grid of streets in the Downtown Core provides many options for drivers to reach their destinations. Both proposed left turn lane removals could be assessed further by utilizing temporary closures to test impacts prior to final design and construction. 28 Figure 30: Photo of Delivery Truck in Center Turn Lane and Drop-off Zone within Sidewalk This concept plan has been coordinated with the Church of Scientology. The Church has provided renderings for these improvements. With this concept, loading and unloading of deliveries and passengers can occur at the curb side. Figure 31: Renderings of Concept Removing Left Turn Lane in Front of Ft. Harrison Hotel (from Church of Scientology) 29 SEGMENT 3: Old Bay/North Marina The recommended improvements in Segment 3 address the portions of Ft. Harrison Avenue to the north and south of the North Marina area, for which concepts were previously developed, in addition to proposing some design strategies in the North Marina area. Proposed changes would beautify the streetscape to attract investment and development without needing to move existing curbs. The recommendations include narrowing and chicaning travel lanes to calm vehicular traffic north of Eldridge Street, and using landscaping to create a larger buffers to the existing sidewalk which should improve pedestrian comfort along the corridor. This also creates opportunities for additional on-street parking to support businesses along the corridor. Between Drew Street and Eldridge Street, limited landscaped median islands can be incorporated into the existing continuous left turn lane to further support traffic calming. Continued from previous segments, the concept plan includes: • Landscaped Islands – add limited landscaped median islands where turning movements are not needed. • Chicaning – add midblock bulb-outs while maintaining the existing curb to narrow the roadway and create a “chicaning” movement to encourage drivers to not speed. • On-Street Parking – add on-street parking where needed within midblock bulb-outs. • Painted Intersection – calm traffic and enhance placemaking at Seminole Street, a major intersection in the heart of the Old Bay District of Downtown. Figure 32 Segment 3 Proposed Improvements 30 Figure 33: Segment 3 Existing and Proposed Typical Sections PLANNING LEVEL OPINION OF PROBABLE COSTS A planning level opinion of probable costs was developed for the permanent installation of each of the proposed improvement concepts proposed in this study. The cost breakdown includes an estimate of the construction costs, professional services (costs such as surveying and design/engineering), and construction administration (referred to as Construction Engineering and Inspection or CEI in the table). Since costs are planning level only, they are subject to change as the recommendations move into future phases. Although not anticipated, costs of any minor right-of-way acquisition have not been included and costs for utility relocations have also not been identified or included. Costs estimated in this study are for standalone improvements not associated with any future project. Improvements that require restriping of lanes also assume milling and resurfacing in the restriping areas. Cost savings could potentially be realized by reducing the resurfacing area to just what is necessary. Segments 1A, 2, and 3 include milling and resurfacing to update striping. 31 Figure 34: Planning Level Opinion of Probable Costs The city has planned a future utility reconstruction project along Ft. Harrison Avenue that will require full reconstruction of the majority of the corridor. This project will be done in phases and take about five years to complete. Many of the improvements recommended in this study may be beneficial to implement prior to the larger reconstruction project and could be implemented in a more temporary, less expensive way, if desired so they could be removed or modified during the construction process. Demonstration projects, as previously discussed and shown in Figure 17, would allow the city to test the locations of some of the proposed design strategies using paint and other low cost materials, allowing the city to evaluate locations and changes before investing in more permanent infrastructure as part of the Ft. Harrison Avenue Reconstruction Project. Larger, more expensive projects, such as landscaped islands requiring new curb and gutter, would be constructed later after the stormwater and utilities work is completed. Segment 1A (0.4 miles) Segment 1B (1.1 miles) Segment 2 (0.5 miles) Segment 3 (1.2 miles)TOTALS CONSTRUCTION SUBTOTAL 671,234$ 625,953$ 620,741$ 837,643$ 2,755,571$ PROJECT UNKNOWNS (20% OF SUBTOTAL)134,247$ 125,191$ 124,148$ 167,529$ 551,114$ TOTAL CONSTRUCTION COST 805,481$ 751,144$ 744,889$ 1,005,171$ 3,306,686$ SURVEY (6% OF TOTAL CONSTRUCTION COST)48,329$ 45,069$ 44,693$ 60,310$ 198,401$ DESIGN (12% OF TOTAL CONSTRUCTION COST)96,658$ 90,137$ 89,387$ 120,621$ 396,802$ CEI (7% OF TOTAL CONSTRUCTION COST)56,384$ 52,580$ 52,142$ 70,362$ 231,468$ TOTAL SURVEY, DESIGN & CEI 201,370$ 187,786$ 186,222$ 251,293$ 826,671$ ESTIMATED TOTAL 1,006,851$ 938,930$ 931,112$ 1,256,464$ 4,133,357$ FT HARRISON AVENUE COMPLETE STREETS STUDY CONCEPT ENGINEERS OPINION OF PROBABLE COST Segment 32 APPENDIX 33 APPENDIX A: PROJECT VISIONING TEAM #1 MEETING The Project Visioning Team (PVT) met on November 13, 2019 for a project kick-off presentation and Walkshop. The presentation included the project background of the corridor and potential design strategies, followed by a brief discussion. The Team then began the Walkshop portion, which included traveling as a group to a few locations in the study area to get out and walk the corridor study area. The PVT included users of different backgrounds, ages, and abilities, emphasizing the need for a more inclusive street design. This allowed the Team to experience the corridor outside of a car, as a person walking, biking, or taking the bus would feel along the street. After walking portions of each segment of Ft. Harrison Avenue, there was a brief discussion about the key observations along the corridor which included the poor maintenance of the sidewalks, the feeling of danger along narrow and back of curb sidewalks, and a lack of identity for Ft. Harrison Avenue as a street leading into Clearwater’s Downtown Core. Page 1 of 4 CITY OF CLEARWATER FT HARRISON AVE COMPLETE STREETS STUDY PROJECT VISIONING GROUP MEETING #1 Wednesday, November 13, 2019 I. ATTENDEES Name Organization Ric Hartman City of Clearwater Lauren Matzke City of Clearwater Mark Suarez HDR Steve Schukraft HDR Mackenzie Bland HDR Crystal Odoh HDR Tyler Valila HDR Gloria Lepik Corrigan PSTA TRAC Lisa Mansell Church of Scientology David Lillesand Downtown Neighborhood Association Chuck Lane City of Clearwater Greg Stading Bay Care Health System Cammie Weeks PCS Stephanie Carrier PCS Bryant Johnson SW/GS David Nugent Police Joan Rice Pinellas County Brian Smith BPDR Amanda Thompson City of Clearwater Catherine Corcoran City of Clearwater F. Bowling Clearwater Brewing Company Diego Guevara City of Clearwater Roger Johnson City of Clearwater Karen Cunningham CNC Rick Perez COL – Planning James Warman CFR Mandee Steele Amplify Clearwater Michael Shumaker Town of Belleview Janelle Branch The Ring Denise Sanderson City of Clearwater Page 2 of 4 II. PRESENTATION  A presentation was given by Ric Hartman and Mark Suarez. A PDF copy of the presentation is attached.  Comments from the PVT group o High rate of no vehicle ownership is interesting and notable o Portion of disabled population may be immobile residents in nursing home o Hospital campus on the corridor would likely have many employees with lower incomes who would benefit from better transit access o Discussion over why wide driveways are a negative o Concern for gentrification and making sure that the improvements are for the people who are already there III. WALKSHOP COMMENTS  Segment 1A: Belleair Rd to Belleview Blvd o Poor trail signage – need better wayfinding for Pinellas trail o Other than the sign at the downtown bypass, need better wayfinding signage for downtown o Increase/add pedestrian crossing opportunities o Sidewalk and vegetation maintenance  Cracks in sidewalk  Overhanging tree branches o Dangerous pedestrian conditions o Enhance/add bike facilities o Lane reduction preferred  4 lane to 3 lane road diet  Segment 1B: Belleview Blvd to Chestnut St o Narrow sidewalk o Sidewalk maintenance issues  Cracks and vegetation growing o Dangerous pedestrian conditions o Increase crossing opportunities o Driveways and turning lanes unsafe for pedestrians o Trail  Wayfinding  Possibly add a rest area for the trail  Add signage about Pinellas Trail and Clearwater (including Downtown signage) Page 3 of 4 o Hospital access/circulation issues and wayfinding o Bike lanes are narrow  Bike lane is next to trail  Pavement markings for bikes  Segment 2: Chestnut St to Drew St o “Blast Friday” that occurs once a month closes the intersection of Cleveland St. & Ft. Harrison  Many pedestrian drop-offs at this location o Consider widening narrow sidewalks o Signs / poles throughout the sidewalks o Enhance pedestrian crossings o New development south of Drew which will potentially result in more pedestrians o Driveway and vehicle conflicts with pedestrians  Segment 3: Drew St to N Myrtle Ave o Sidewalk maintenance  Overgrown vegetation in the ROW and on private property o Beautification of area needed o ADA compliance issues o Better signage needed o Peak hour congestion turning right onto Fairmont to reach Alt-19 IV. WALKSHOP DEBRIEF  Poor maintenance of sidewalks o Other maintenance issues  Light poles  Would like to see lower maintenance designs  North end (Segment 3) feels neglected  Need identity for Ft Harrison o Street signs are small and it’s difficult to know what road you’re on o As a pedestrian you make choices every block; need better wayfinding to help with this  Morton Plant Hospital considerations o Ambulances and fire trucks will use the area heavily o Jeffords is a tight turn and the curb has been damaged by emergency vehicles o Jeffords and Pinellas are primary emergency routes Page 4 of 4  Designed to loop the streets – Jeffords to get into the hospital and Pinellas to exit o High pedestrian traffic across Ft Harrison between Jeffords and Pinellas  Due to parking for hospital employees across the street  Bicycles o Mark bicycle lanes o Bike lane next to Pinellas trail may be redundant  Connect street to trail network  Noise o Road is very loud as a pedestrian  Vehicle speeds are too high  High vehicle speeds, especially on Segment 1B, gives pedestrians a feeling of fear  Making street safer for pedestrians can help with sight distance on side streets  Education o Educate people about the benefits of traffic calming o People will complain about increasing travel times, even though times may not increase too much  Priorities o Signage  Inexpensive  Pedestrian signage  Directing people to the hospital on Myrtle  Parking in downtown o Add color/beautification to the street o Markings on sidewalk where it is for bikes and pedestrians o Maintenance of sidewalk (especially weeds growing) o Diverting through traffic to other corridors Page 7 of 7 V. PRESENTATION Complete Streets StudyProject Visioning Team Meeting #1 – November 13, 2019FT HARRISON AVENUE PROJECT BACKGROUND8:30 am – 8:50 amCORRIDOR OVERVIEW8:50 am – 9:10 amDESIGN STRATEGIES9:10 am – 9:30 amWALKSHOP9:30 am – 11:30 am2 PROJECT BACKGROUND3 PROJECT OVERVIEW4BELLEAIR RDBELLEVIEW BLVDCOURTSTDREWSTN MYRTLEAVESTUDY LIMITSLAKEVIEWRDCHESTNUTSTJEFFORDS STFT HARRISON AVELIMITS: Ft. Harrison Avenue from Belleair Rd to N Myrtle Ave3.2MILESCITY OF CLEARWATERJURISDICTIONCONNECTEDNESS TO KEY DESTINATIONS•CLEARWATER BEACH•SEMINOLE BOAT RAMP•PARK ST TRANSIT CENTER•MORTON PLANT HOSPITAL•CITY OF LARGO•CITY OF DUNEDIN•US ALT-19 & US 19•SR 6019AFAIRMONT STSEMINOLE STCOUNTY COURTHOUSEMAIN LIBRARYBELLEAIRCOUNTRY CLUBMORTON PLANT HOSPITALSEMINOLE BOAT RAMPCOACHMAN PARKGULF TO BAY BLVDCITY MUNICIPAL SERVICES BUILDINGPUBLIX SUPER MARKET 5PROJECT PURPOSE5DEVELOP CONCEPTS TO ADVANCE CLEARWATER’S MOBILITY, SAFETY, AND PLACEMAKINGOBJECTIVES THROUGH A COMPLETE STREETS APPROACHDEFINE ACHIEVABLE IMPROVEMENTSFOR THE CORRIDORDEFINE PRIORITY IMPROVEMENTPROJECTS TO MOVE FORWARD INTOENGINEERING AND DESIGNDEFINING SUCCESS & INITIAL DESIGN STRATEGIESALTERNATIVES ASSESSMENT & TRAFFIC ANALYSISPUBLIC WORKSHOPREFINE CONCEPTSCITY COUNCIL PRESENTATIONSCHEDULE 6WHAT IS A COMPLETE STREET?6PLACEMAKINGCOMPLETE STREETS REALLOCATESTREETSPACE TO BE DESIGNED FOR AND OPERATED BY EVERYONEINCLUDING VEHICLES, TRANSIT, PEDESTRIANS, & CYCLISTS OF ALL AGES & ABILITIESSAFETY•Good bicycle and pedestrian infrastructureis safer for all users•Crash & injury risk can be reduced withslower speeds•Walking & biking for short trips (under 1 mile)improves personal health and the environmentMOBILITY•1 in 5 Americans will be over 65 by 2025•1 in 5 people in the US currently have adisabilityHEALTH•Slower and fewer cars create a more vibrant,livable place•Community is fostered in outside spaces 7COMPLETE STREETS FOR CLEARWATERIMPLEMENTATION PLAN7“PROVIDE ANETWORKOF STREETS ANDBALANCEDTRANSPORTATION OPTIONS THAT ARESAFERAND MOREEFFICIENTFOREVERYONE....”GUIDING PRINCIPLES•SAFE, COMFORTABLE TRAVEL•TRANSPORTATION ACCESSIBILITY•MULTIMODAL MOBILITY•CONNECTED AND INVITING•ECONOMIC VITALITY AND PLACEMAKING•COMMUNITY HEALTH•SOCIAL EQUITY AND INVESTMENT•COMMUNITY CHARACTER AND CONTEXT SENSITIVITY•ENVIRONMENTAL PROTECTION AND SUSTAINABILITY•TECHNOLOGYIMPROVE SAFETY FOR ALL MODESSUPPORT LOCAL BUSINESSES AND COMMUNITYIMPROVE PERSONAL AND ENVIRONMENTAL HEALTHSERVE RESIDENTS WITHOUT VEHICLE ACCESS FDOT, MAY 2019Project goalsoImprove traffic operations on US Alt-19ImportanceoCorridor serves as alternative N-S corridor to Ft Harrison AveoImproved operations on corridor will allow for more successfultraffic calming and safety measures on Ft Harrison AveProposed roundabout to relieve traffic congestion forvehicles going from northbound Ft Harrison Ave ontonorthbound Alt-19US ALT-19 & FAIRMONT ST ROUNDABOUT8N MYRTLE AVE19AMINNESOTA DRFAIRMONT STAPACHE TRAILMOHAWK STPLEASANT ST FORWARD PINELLAS, OCTOBER 2019Project goalsoImprove safety, accessibility, and connectivity with land usesoSupport existing businesses and future growthoPromote active living with improved access to trailsDrew StoNorth border of Segment 2 (Downtown)Concept for Drew St corridor at intersection with Ft HarrisonAveImprovements:oBike infrastructureoRoad diet from four lanes to two lanesoAdditional parkingoImproved streetscapeCOMPLETEDREW ST PROJECT9 CITY OF CLEARWATER, JANUARY 2016Redevelopment plan for area surrounding the SeminoleBoat RampFuture land useoPrimarily Central Business District (CBD) and CommercialGeneral (CG)oSmall portions of Institutional (I) and Residential Urban (RU)On Ft Harrison AveoWider sidewalksoActivated corners as social areasoEnhanced interface between pedestrian zone and building usesoAvoid driveway conflicts with pedestriansoSingle-story retailoMid-rise residentialFt Harrison Ave & Seminole StoGateway featureNORTH MARINA AREA PLANON FT HARRISON AVE10 AREA TRANSIT11BUS ROUTE 52/52LXDOWNTOWN CLEARWATER – DOWNTOWN ST. PETERSBURG•EXPRESS SERVICE DURING PEAK HOURS•30 MIN HEADWAYS MON-SAT•1 HR HEADWAYS SUN & HOLIDAYSBUS ROUTE 52/52LXDOWNTOWN CLEARWATER –DOWNTOWN ST. PETERSBURGBUS ROUTE 66LTARPON SPRINGS – PARK STREET TERMINAL•LIMITED STOP ROUTE•90 MIN HEADWAYS DURING PEAK HOURSMON-FRI•NO SAT, SUN, OR HOLIDAY SERVICEBUS ROUTE 66LTARPON SPRINGS – PARK STREET TERMINALCLEARWATER FERRYDOWNTOWN CLEARWATER –CLEARWATER BEACHSUNCOAST & JOLLEY TROLLEYDOWNTOWN CLEARWATER –CLEARWATER BEACHSUNCOAST & JOLLEY TROLLEYDOWNTOWN CLEARWATER –CLEARWATER BEACH•30 MIN HEADWAYS MON – SUN &HOLIDAYS•JOLLEY TROLLEY SERVICE BETWEEN 9:45AM – 1:45 PM•EXTENDED SERVICE ON WEEKENDSCLEARWATER FERRYDOWNTOWN CLEARWATER –CLEARWATER BEACH•1 HR HEADWAYS THU – SUN•INCREASED SERVICE DURING PEAKHOURSCOURTSTN MYRTLEAVECHESTNUTST19APIERCE STPARK STCLEARWATER MEMORIAL CAUSEWAY CORRIDOR OVERVIEW12 13AREA STATISTICS13POPULATION BELOW POVERTY LEVEL24%16%14%COUNTYCITYCORRIDORPERCENT OF POPULATIONMINORITY POPULATION26%20%26%PERCENT OF POPULATIONCOUNTYCITYCORRIDORMEDIAN HOUSEHOLD INCOME$24k$45k$47kINCOME IN DOLLARSCOUNTYCITYCORRIDORPOPULATION UNDER 1816%19%17%COUNTYCITYCORRIDORPERCENT OF POPULATIONPOPULATION OVER 6521%21%24%PERCENT OF POPULATIONCOUNTYCITYCORRIDORHOUSEHOLDS WITH NO VEHICLES22%12%9%PERCENT OF POPULATIONCOUNTYCITYCORRIDOR SEGMENTSBELLEAIR RDBELLEVIEW BLVDCOURTSTDREWSTN MYRTLEAVESEGMENT 1BSEGMENT 2LAKEVIEWRDCHESTNUTSTJEFFORDS ST14SEGMENTATION BASED ON:•CHARACTER•CONTEXT•LAND USE•EXISTING TYPICAL SECTIONS•AVAILABLE RIGHT-OF-WAY19ABELLEAIR RD TO BELLEVIEW BLVD SEGMENT 1ABELLEVIEW BLVD TO CHESTNUT STSEGMENT 1BCHESTNUT ST TO DREW STSEGMENT 2DREW ST TO N MYRTLE AVE SEGMENT 3 SEGMENT 1A BELLEAIR RD TO BELLEVIEW BLVD15BELLEAIR RDBELLEVIEW BLVD15Residential24%Retail/Office19%Institutional11%Industrial5%Recreation8%Public Spaces5%Vacant9%Other19%LAND USESWhite81%Black/African-American13%Asian3%Other3%RACE2.5kPEOPLE$24.5kMEDIAN HOUSEHOLD INCOME22%BELOW POVERTY LINE21%HOUSEHOLDS WITH NO VEHICLES2.2AVERAGE HOUSEHOLD SIZE17%UNDER 1824%OVER 6520%PEOPLE WITH DISABILITIES***DATA INCLUDES SEGMENT 1A AND 1B*DATA TAKEN FROM ½ MILE WALKSHED BASED ON THE 2016 ACS**CONTEXT CLASSIFICATIONS PROVIDED IN COMPLETE STREETS FOR CLEARWATER IMPLEMENTATION PLANWOODLAWN STWILDWOOD WAY CHARACTERISTICS16100’TYPICAL ROW30 MPHPOSTED SPEED•NO CURB•LITTLE SHADETYPICAL SECTION4LANEUNDIVIDEDSEGMENT 1A BELLEAIR RD TO BELLEVIEW BLVD•WIDE DRIVEWAYS•UNBUFFERED SIDEWALKSIN SOME AREAS SEGMENT 1B BELLEVIEW BLVD TO CHESTNUT ST17FT HARRISONAVEBELLEVIEWBLVDLAKEVIEW RDBELLEAIRCOUNTRY CLUBMORTON PLANT HOSPITALPUBLIX SUPER MARKETCONTEXT CLASSIFICATION:SUBURBANCONTEXT CLASSIFICATION:URBAN GENERALCONTEXT CLASSIFICATION:URBAN GENERALWEST SIDECONTEXT CLASSIFICATION:URBAN CENTEREAST SIDECORBETT STResidential24%Retail/Office19%Institutional11%Industrial5%Recreation8%Public Spaces5%Vacant9%Other19%LAND USESWhite81%Black/African-American13%Asian3%Other3%RACE2.5kPEOPLE$24.5kMEDIAN HOUSEHOLD INCOME22%BELOW POVERTY LINE21%HOUSEHOLDS WITH NO VEHICLES2.2AVERAGE HOUSEHOLD SIZE17%UNDER 1824%OVER 6520%PEOPLE WITH DISABILITIES***DATA INCLUDES SEGMENT 1A AND 1B*DATA TAKEN FROM ½ MILE WALKSHED BASED ON THE 2016 ACS**CONTEXT CLASSIFICATIONS PROVIDED IN COMPLETE STREETS FOR CLEARWATER IMPLEMENTATION PLANMCLENNAN STE STA ST 18CHARACTERISTICS60’TYPICAL ROW30 MPHPOSTED SPEED•PEDESTRIAN CROSSINGS•INTERMITTENT TREES•UNBUFFERED SIDEWALKSTYPICAL SECTION2LANESWITH TWLTLSEGMENT 1B BELLEVIEW BLVD TO CHESTNUT ST•TRANSITION INTODOWNTOWN•TRAIL SEPARATESFROM ROW SEGMENT 2 CHESTNUT ST TO DREW ST19FT HARRISONAVEPIERCE STCOURT STDREW STOSCEOLA AVECLEVELAND STCHESTNUT STPINELLAS COUNTY COURTHOUSECHURCH OF SCIENTOLOGYCLEARWATER MAIN LIBRARYResidential8%Retail/Office20%Institutional7%Industrial3%Public Spaces8%Vacant20%Other34%LAND USESBlack/African-American4%Asian1%Other2%White93%RACE1.2kPEOPLE$30kMEDIAN HOUSEHOLD INCOME18%BELOW POVERTY LINE35%HOUSEHOLDS WITH NO VEHICLES1.9AVERAGE HOUSEHOLD SIZE5%UNDER 1835%OVER 6528%PEOPLE WITH DISABILITIESCONTEXT CLASSIFICATION:URBAN CORE*DATA TAKEN FROM ½ MILE WALKSHED BASED ON THE 2016 ACS**CONTEXT CLASSIFICATIONS PROVIDED IN COMPLETE STREETS FOR CLEARWATER IMPLEMENTATION PLANPARK STHENDRICKS ST 20CHARACTERISTICS55’ –70’TYPICAL ROW30 MPHPOSTED SPEED•PEDESTRIAN FRIENDLY DEVELOPMENT•INTERMITTENT TREES & SHADE•TRAFFIC CONGESTION DURING PEAK TIMESTYPICAL SECTION2LANEWITH TWLTLSEGMENT 2 CHESTNUT ST TO DREW ST SEGMENT 3 DREW ST TO N MYRTLE AVE FT HARRISONAVEDREW STN MYRTLE AVE19ASEMINOLE BOAT RAMPNORTH WARD ELEMENTARY21White64%Black/African-American27%Asian1%Other8%RACE2.5kPEOPLE$40kMEDIAN HOUSEHOLD INCOME27%BELOW POVERTY LINE19%HOUSEHOLDS WITH NO VEHICLES2.2AVERAGE HOUSEHOLD SIZE16%UNDER 1817%OVER 6515%PEOPLE WITH DISABILITIESCONTEXT CLASSIFICATION:URBAN CENTERResidential33%Retail/Office10%Institutional2%Industrial3%Public Spaces9%Vacant14%Other29%LAND USES21*DATA TAKEN FROM ½ MILE WALKSHED BASED ON THE 2016 ACS**CONTEXT CLASSIFICATIONS PROVIDED IN COMPLETE STREETS FOR CLEARWATER IMPLEMENTATION PLANJONES STN GARDEN AVE 22CHARACTERISTICS55’ –60’TYPICAL ROW30 MPHPOSTED SPEED•SEMINOLE ST BOATRAMP ACCESS•POOR SIDEWALKS &CROSSINGSTYPICAL SECTION2LANESWITH TWLTLSEGMENT 3 DREW ST TO N MYRTLE AVE •UNBUFFERED & NARROWSIDEWALKS•NO TREES & SHADE DEFINING SUCCESSBELLEAIR RDCOURTSTDREWSTN MYRTLEAVESEGMENT 1BDOWNTOWN TRANSITIONSEGMENT 2DOWNTOWN CORELAKEVIEWRDCHESTNUTSTJEFFORDS ST23Segment 1•Improve multimodal connectionsacross corridor & into downtown•Create agatewayinto the City &downtownSegment 2•Use streetspace to create awelcoming, livable, &economically vibrantdowntownSegment 3•Beautifythe streetspace toattract investment anddevelopmentto achieve futureland use visionBELLEVIEW BLVD DESIGN STRATEGIES24 2525POP-UP PROJECTPERMANENT INSTALLATIONSMALLER PROJECTSLARGER PROJECTSHIGHER COSTLOWER COSTREAL TIME FEEDBACKLONG TERM FEEDBACKSMALLER PROJECTS WITH SHORT IMPLEMENTATIONSCHEDULESPROJECTS CAN BE SHORT-TERM OR LONG-TERMSUCCESS CAN INSPIRE PERMANENT CHANGESLARGERPROJECTS WITH LONGERIMPLEMENTATIONSCHEDULESPROJECTS CAN BE LONGER LASTINGSUCCESS CAN CREATEREPEAT PROJECTS POP-UP PROJECTPERMANENT INSTALLATION26LIGHTINGLANDSCAPING & BEAUTIFICATIONDESIGN STRATEGIESMEDIAN REFUGE ISLANDSProtected break in crossing to reduce exposure time for pedestrians ADDED BENEFITSREDUCES VEHICLE SPEEDSPROTECTS CROSSING PEDESTRIANSINCREASES CROSS-STREET CONNECTIONS 27POP-UP PROJECTPERMANENT INSTALLATIONPOP-UP PROJECTPERMANENT INSTALLATIONCurb line is extended to reduce the curb radius at intersections or narrow the roadway midblockLANDSCAPING & BEAUTIFICATIONMIDBLOCKINTERSECTIONSDESIGN STRATEGIESBULB-OUTSCALMS TRAFFICRECLAIMS PUBLIC SPACEINCREASE VISIBILITYADDED BENEFITSREDUCES CROSSING DISTANCES POP-UP PROJECTPERMANENT INSTALLATION28Conversion of parking spaces to small parks, sidewalk cafés, and other public spacesINCREASES LOCAL FOOT AND BIKE TRAFFICBOOSTS SALES FOR NEARBY BUSINESSESCREATES VIBRANT STREET ENVIRONMENTDESIGN STRATEGIES PARKLETSADDED BENEFITSCALMS TRAFFICLANDSCAPING & BEAUTIFICATIONFLEXIBLE SPACE 29POP-UP PROJECTPERMANENT INSTALLATIONPOP-UP PROJECTPERMANENT INSTALLATIONBOOST SALES FOR NEARBY BUSINESSESCYCLE TRACKONE-WAY LANESDESIGN STRATEGIES PROTECTED BIKE LANESPROTECT PEDESTRIANSADDED BENEFITSREDUCE VEHICLE CONGESTIONIMPROVE SAFETY FOR CYCLISTSCALM TRAFFICBuffered and protected bike lanes or cycle tracks can be placed within the current right-of-way 30ENHANCED & ACCESSIBLE BUS STOPS30OTHER COMPLETE STREETS STRATEGIESDRIVEWAY CLOSURESHUMAN-SCALE WAYFINDINGPAINTED CROSSWALKSBIKE PARKING 31LANDSCAPING & BEAUTIFICATIONREDUCES SPEEDS AND VEHICULAR CRASHESBOOSTS SALES FOR NEARBY BUSINESSESROAD DIETGREAT CANDIDATEGOOD CANDIDATE IN MANY INSTANCESGOOD CANDIDATE IN MOST INSTANCESPOSSIBLE CANDIDATE PENDING FEASIBILITY STUDY< 10,00015,00020,00025,000 +MAXIMUM VALUE ADT *A four-lane roadway can be narrowed to a two-lane roadway, possibly with a middle two-way left-turn lane*ACCORDING TO FHWAADDED BENEFITSREALLOCATES FOR OTHER USERSIMPROVE PEDESTRIAN EXPERIENCE*DATA FROM SAFETY.FHWA.DOT.GOV WALKSHOP32 POTENTIAL IMPROVEMENTSROUNDABOUTSRAISED INTERSECTIONSINTERSECTION RECONFIGURATIONSINTERSECTION BULB-OUTSMIDBLOCK BULB-OUTSLANDSCAPED MEDIANSREFUGE ISLANDSFLASHING (RRFB) CROSSINGSPROTECTED BICYCLE FACILITIESPARKLETSON-STREET PARKINGSHARED ROAD (SHARROWS)33 © 2014 HDR Architecture, Inc., all rights reserved.© 2014 HDR Architecture, Inc., all rights reserved.© 2014 HDR Architecture, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved. Page 7 of 7 VI.WALKSHOP MATERIALS WALKSHOP OVERVIEW & AGENDA1BELLEAIR RDBELLEVIEW BLVDCOURT STDREW STN MYRTLE AVESTUDY LIMITSLAKEVIEW RDCHESTNUT STJEFFORDS STFT HARRISON AVELIMITS: Ft. Harrison Avenue from Belleair Rd to N Myrtle Ave19AFAIRMONT STSEMINOLE STGULF TO BAY BLVDMAIN LIBRARYCOUNTY COURTHOUSEPUBLIX SUPER MARKETBELLEAIRE COUNTRY CLUBMORTON PLANT HOSPITALSEMINOLE BOAT RAMPCOACHMAN PARKCITY MUNICIPAL SERVICES BUILDINGCLEVELAND ST11:30 AM – 11:55 PM1BELLEVIEW BLVD10:35 AM – 11:00 AM12TURNER ST10:50 AM – 11:25 AM2SEMINOLE ST12:00 PM – 12:25 PM 43DEPART FROM LIBRARY10:30 AM3RIDE IN TROLLEY TO 1STDESTINATIONOBSERVE AND DISCUSS CORRIDOR WHILE DRVINGPARK AT BELLEAIR LANDINGAND EXIT TROLLEYWALK FROM BELLEVIEW BLVD TO LAKEVIEW RDOBSERVE AND DISCUSS SEGMENTS 1A & 1BEXIT TROLLEY AT FT HARRISON & PINE BUS STOP* PARK AT PUBLIXWALK FROM BUS STOP TO TURNER STOBSERVE AND DISCUSS SEGMENT 1BSTOP ON PARK ST AND EXIT TROLLEYWALK FROM PARK ST TO HENDRICKS STOBSERVE AND DISCUSS SEGMENT 2EXIT TROLLEY AT FT HARRISON & NICHOLSON BUS STOPWALK FROM SEMINOLE ST TO GEORGIA STOBSERVE AND DISCUSS SEGMENT 3RETURN TO LIBRARY12:30 PMREGROUP & DISCUSS CORRIDORRIDE OR WALK TO LIBRARY 4/TURNER ST SEGMENT 1A BELLEAIR RD TO BELLEVIEW BLVD2BELLEAIR RDBELLEVIEW BLVDNOTES•No curb•Little shade•Wide driveways•Unbuffered sidewalks in some areas1.Improve multimodal connectionsacross corridor & into downtown2.Create agateway into the City & downtownDRIVE & OBSERVE SEGMENT 1ACHARACTERISTICSSEGMENT GOALSWOODLAWN STWILDWOOD WAY SEGMENT 1B BELLEVIEW BLVD TO CHESTNUT ST3BELLEVIEW BLVDLAKEVIEW RDBELLEAIRCOUNTRY CLUBMORTON PLANT HOSPITALPUBLIX SUPER MARKETCORBETT STFT HARRISON AVECONTEXT CLASSIFICATION:SUBURBANCONTEXT CLASSIFICATION:URBAN GENERALCONTEXT CLASSIFICATION:URBAN GENERALWEST SIDECONTEXT CLASSIFICATION:URBAN CENTEREAST SIDENOTES•Pedestrian crossings•Intermittent tress•Unbuffered sidewalks•Transition into downtown•Trail separates from ROW•Improve multimodal connectionsacross corridor & into downtown•Create a gatewayinto the City & downtownEND WALKINGSTART WALKING12APPROX. 6 MIN WALKAPPROX. 2 MIN WALKCHARACTERISTICSSEGMENT GOALSMCLENNAN STE STA ST •Pedestrian friendly development•Intermittent trees & shade•Traffic congestion during peak times•Using streetscape to create a welcoming, livable, & economically vibrant downtownSEGMENT 2 CHESTNUT ST TO DREW ST4FT HARRISON AVEPIERCE STCOURT STDREW STOSCEOLA AVECLEVELAND STCHESTNUT STPINELLAS COUNTY BUILDINGSCHURCH OF SCIENTOLOGYCLEARWATER MAIN LIBRARYCONTEXT CLASSIFICATION:URBAN CORENOTESEND WALKINGSTART WALKINGPARK ST3APPROX. 5 MIN WALKCHARACTERISTICSSEGMENT GOALSHENDRICKS ST SEGMENT 3 DREW ST TO N MYRTLE AVE FT HARRISON AVEDREW STN MYRTLE AVE19ASEMINOLE BOAT RAMPNORTH WARD ELEMENTARY5FAIRMONT STCONTEXT CLASSIFICATION:URBAN CENTERNOTES•Seminole St. boat ramp access•Poor sidewalks & crossings•Unbuffered & narrow sidewalks•No trees & shade•Underutilized ROWCHARACTERISTICSSEGMENT GOALS•Beautifythe streetscape to attract investment & development to achieve future land use visionEND WALKINGSTART WALKINGAPPROX. 5 MIN WALK4OPTIONAL WALK BACK TO LIBRARYAPPROX. 7 MIN WALKJONES STN GARDEN AVE 79 APPENDIX B: PROJECT VISIONING TEAM #2 MEETING On June 5, 2020 the Project Visioning Team virtually met for its second meeting. The presentation included information from the first PVT Meeting, a recap of the public input received, and preliminary recommendations for street improvements. Overall, the improvements were well-received by the PVT. The presentation was sent to all members after the meeting and they were given two weeks to provide comments or concerns regarding the recommendations. All comments have been addressed. Page 1 of 7 CITY OF CLEARWATER FT HARRISON AVE COMPLETE STREETS STUDY PROJECT VISIONING GROUP MEETING #2 Friday, June 5th, 2020 I. ATTENDEES Name Organization Mark Suarez HDR Steve Schukraft HDR Mackenzie Bland HDR Lauren Matzke City of Clearwater, Planning & Development Gina Clayton City of Clearwater, Planning & Development Denise Sanderson City of Clearwater, Economic Development & Housing Chuck Lane City of Clearwater, Economic Development & Housing Michael Lavery City of Clearwater, Parks & Recreation Jesse Rhoades City of Clearwater, Traffic Operations Bryant Johnson City of Clearwater, Solid Waste Amanda Thompson City of Clearwater, CRA Alicia Paranillo City of Largo Rick Allison Town of Belleair Joseph Camera PCSB Safety and Transportation Karen Cunningham Resident Amanda Payne Amplify Clearwater Janelle Branch The Ring F. Bowling Clearwater Brewing Company Heather Sobush PSTA Gloria Lepic-Corridan PSTA Joan Rice Pinellas County Lisa Mansell Church of Scientology David Lillesand Downtown Neighborhood Association II. SUMMARY  Mark Suarez (HDR) and Mackenzie Bland (HDR) gave presentation (see Section V) o Questions were submitted in the Webex Chat Box and answered throughout the presentation. Breaks in the presentation were included to allow for PVT members to ask questions  Chat Box Conversation / Questions Page 2 of 7 o Gloria Lepic-Corridan (PSTA) asked do we have a way of looking at the people who might be fighting turning Ft. Harrison into a more complete street? (slides 17 – 20).  Mark Suarez (HDR) answered that this is an inexact science and we had people answer the survey in a way that is not in line with Complete Streets, but we are giving public engagement opportunities for anyone against the improvements.  Gloria Lepic-Corridan (PSTA) said that answered her question and she just wants to make sure the improvements happen. o Heather Sobush (PSTA) said it might be interesting to see what the breakdown was for the more general Cleveland Street outreach versus the planners in the room (slides 17 – 20).  Mark Suarez (HDR) clarifies that the outreach was not specifically for Cleveland St. It was to attend the Blast Friday event which is on Cleveland St and Ft. Harrison Ave. o Mackenzie Bland (HDR) answered chat box questions that the speed limit for the entire corridor is 30 mph. o Joan Rice (Pinellas County)) commented that bike parking in front of businesses is the way to go. Riders feel they have priority being close to their destination, not an afterthought and can keep an eye on their bicycle. She liked the painting on the pavement at the bike racks as well (slide 25). o Karen Cunningham (resident) said there were good ideas here. From a resident’s perspective, please mention the use of signage, for example to direct to the trail and to downtown, etc. and also safety signage (slides 23 – 28).  Mark Suarez (HDR) agrees that signage can be important to know where you especially when combined with the design strategies. o Karen Cunningham (resident) commented that with the mention of bus shelters and placemaking this is an opportunity to tie the entire city to the downtown. She suggested an artistic, unique design for Clearwater shelters, cost subsidized by the city (slides 23 – 28). o Joan Rice (Pinellas County) commented that a shorter distance for pedestrians to be in the roadway is good (slides 23 – 28). o Joan Rice (Pinellas County) said that where it is recommened not to move the curb, sometimes it is more difficult not to dig down and remove the asphalt. The Page 3 of 7 pipes below may need to be replaced and moving the curb might be beneficial. When you do remove a piece of asphalt you need to dig down and remove the lime rock down below so that the plants can grow (slide 36).  Mark Suarez (HDR) agreed that those decisions can evolve during final design. o Lauren Matzke (City of Clearwater) added that the City has budgeted for the next steps for this project and that hopefully the City would be able to do the improvements comprehensively. o Bryant Johnson (City of Clearwater) asked where the delivery trucks will park to unload if the center lane / space is eliminated (slide 40).  Mark Suarex (HDR) clarified that the loading zone would be moved to the western side of the road as a flexible parking / loading zone to take the delivery trucks out of the middle of the roadway. o Joan Rice (Pinellas County) agreed that more room is needed for pedestrians at the hotel (slide 40). o David Lillesand (Downtown Neighborhood Association) agreed that a loading zone for hotel guests is needed by the hotel (slide 40). o Joan Rice (Pinellas County) commented that a different color for the loading zone may be needed so motorists don’t think it is a through lane (slide 40).  Mark Suarez (HDR) clarified that there would be a bulb-out at the intersection so that cars cannot drive straight through the loading zone. o Bryant Johnson (City of Clearwater) commented to please keep in mind as you narrow and eliminate lanes, that garbage trucks will be servicing containers all along the streets. Without passing lanes all traffic will get ‘stuck’ behind those trucks (slide 42).  Mackenzie Bland (HDR) answered the comment, clarifying that the center turn lane is not meant to be a passing lane and it can be more dangerous when used as one. III. NEXT STEPS  Send presentation to PVT for final comments  Present to City Council Page 4 of 7 IV. SUMMARY OF COMMENTS FROM PVT REVIEW Commenter Representing Comments Responses 1 Richard "Rick" Perez, AICP, MPA, FRA-RP City of Largo At the staff level, we are supportive of the ped crossing and refuge south of Belleair Rd. The location of the crossing will facilitate safe crossing where the Alta Belleair Apartment project, on the west side of Ft. Harrison, will include a connection to the Pinellas Trail that generally aligns with Belleair Rd. You can download the approved site plan here: https://content.largo.com/s/SsRJrcLN6ce4cYN (password: Alta 1 Site Plan)(expiration date: 2020-06-20) Please clarify if the segment of roadway north of our city limits in Clearwater or the County's jurisdiction? If it is the County's, are they indicating whether they support and will implement the road diet and other improvements on their portion of the roadway? Finally, the Clearwater Largo Rd Community Development District encompasses the area in the City that is adjacent to this project. The City is working towards updating our Clearwater Largo Rd Community Development Plan in the next 2 years and will likely consider the feasibility of similar roadway treatments and configuration along our portion of CL Rd at that time. There seem to be no issues with the concept proposed. The site plan can be shared with engineering since the Belleair intersection is joint jurisdiction. 2 Greg Stading BayCare Facilities Services, West Region We (Morton Plant Hospital) have a significant concern regarding the proposed plan to eliminate the center turn lane on Ft. Harrison in Segment 2. Our concern is ambulances, fire trucks, and other emergency response vehicles presently use the center turn lane to circumvent traffic in the normal drive lanes. What is your plan for those emergency response vehicles? Have you specifically discussed this with Sunstar, the fire department and the police department? Please feel free The elimination of the Segment 2 center turn lane is only recommended at pedestrian crossings (for a pedestrian refuge). The presence of dirveways and side streets in the corridor should allow for cars to clear the way for emergency vehicles in the Page 5 of 7 to contact me for further follow-up and discussion. Thank you. chance that a turn lane is removed. 3 Lisa Mansell Church of Scientology - Public Affairs Director Final comments were provide separately. Responses being developed separately. 4 Bryant Johnson City of Clearwater My only concerns are ensuring access to residential or commercial trash receptacles along Fort Harrison as well as unimpeded access to sidewalk trash receptacles. If the road is narrowed then we are conceding that that service will impede traffic that has already been reduced. No additional comments other than those. Trash pickup is an occasional occurrence that could potentially be mitigated with revised routing and scheduling of pick-ups for off peak time. 5 Amanda Thompson Clearwater CRA - Director I'm good. I think there are several good options for each segment and I'd love to have any of these improvements. No changes. 6 Karen Cunningham Clearwater Neighborhoods Coalition Thanks for asking, Lauren. I asked a question about signage. I think that people who set up the projects just assume others, especially walkers, know more than they actually do. Simple signs. Showing things like the Pinellas Trail connection, and safety reminders that, for example, remind drivers and bicyclists that there are areas that may be dangerous for crossings, etc, could help keep people safe and oriented. Recommendations include improved wayfinding and pavement markings. Page 6 of 7 7 David Lillesand Lillesand & Associates, P.A. I did not have any problem opening the files and did so, and actually reviewed them. I just didn’t have anything different to add. I thought the whole presentation and the summary was extremely well done. . . No changes. 8 Michael Lavery Clearwater Parks & Rec Hi Lauren, thanks for checking in. I do not have any comments beyond what was discussed in the meeting. No changes. 9 Autumn Westermann Pinellas Public Schools I was able to open the attachments and I don’t have any concerns. Thanks so much for making sure! No changes. 10 Joan Rice Pinellas County No additional comments No changes. 11 Jesse Rhoades Clearwater Engineering Traffic Operations No additional comments No changes. 12 Roger T. Johnson, P.E. Clearwater Stormwater In reviewing the preliminary concepts developed, I do not have objections to the intent, or ideas presented. Please note, the concepts presented will have significant impacts on the roadway alignment and infrastructure presently below grade. It is important to note this as we move forward and ensure we provide a clear picture of what the total impacts and costs will be when presented to council for support. After further discussions, the study will identify costs based on strategies to avoid major odrainage impacts.. Page 7 of 7 V. PRESENTATION Complete Streets StudyProject Recap and Preliminary ConceptsFT. HARRISON AVENUE PROJECT RECAPPUBLIC INVOLVEMENTPRELIMINARY CONCEPTS2NEXT STEPS PROJECT RECAP3 4PROJECT PURPOSE4Develop concepts to advance Clearwater’smobility, safety, and placemakingobjectivesthrough a complete streets approachDefineachievable improvementsfor the corridorDefinepriority improvement projectsto move forwardinto engineering and designSCHEDULE•TheForward Pinellas Complete Streets Programprovidesfunding for the planning and construction of complete streetsprojects•The City was awarded a grant of $50,000 for this projectJUN ‘20 VISIONING TEAM MEETING & WALKSHOPWEDNESDAYNov 13th, 201930ATTENDEES•The Project Visioning Team (PVT) is made up of business owners, residents, local agencies, andcity staff who have an interest in the corridor•The consultant presented on the project background and potential design strategies•The group walked through different spots along the corridor to observe existing conditions andbrainstorm ideas5•KEY OBSERVATIONS & COMMENTS•Maintenance of sidewalks•Back of curb sidewalks feel dangerous•Identity for Ft. Harrison PROJECT OVERVIEW6BELLEAIR RDBELLEVIEW BLVDCOURTSTDREWSTN MYRTLEAVESTUDY LIMITSLAKEVIEWRDCHESTNUTSTJEFFORDS STFT HARRISON AVELIMITS: Ft. Harrison Avenue from Belleair Rd to N Myrtle Ave3.2MILESCITY OF CLEARWATERJURISDICTIONCONNECTEDNESS TO KEY DESTINATIONS•CLEARWATER BEACH•SEMINOLE BOAT RAMP•PARK ST TRANSIT CENTER•MORTON PLANT HOSPITAL•CITY OF LARGO•CITY OF DUNEDIN•US ALT-19 & US 19•SR 6019AFAIRMONT STSEMINOLE STCOUNTY COURTHOUSEMAIN LIBRARYBELLEAIRCOUNTRY CLUBMORTON PLANT HOSPITALSEMINOLE BOAT RAMPCOACHMAN PARKGULF TO BAY BLVDCITY MUNICIPAL SERVICES BUILDINGPUBLIX SUPER MARKET 7WHAT IS A COMPLETE STREET?7PLACEMAKINGCOMPLETE STREETSREALLOCATESTREETSPACE TO BEDESIGNEDFORANDOPERATEDBYEVERYONEINCLUDING VEHICLES, TRANSIT, PEDESTRIANS, & CYCLISTS OFALLAGES &ABILITIESSAFETY•Good bicycle & pedestrian infrastructure issafer for all users•Crash & injury risk can be reduced withslower speeds•Walking & biking for short trips (under 1 mile)improves personal health & the environmentMOBILITY•Approximately 2 out of every 5 PinellasCounty residents are under the age of 18 orover the age of 65HEALTH•Slower & fewer vehicles create a more vibrant,livable place•Community is fostered in outside spaces 8COMPLETE STREETS FOR CLEARWATERIMPLEMENTATION PLAN8“PROVIDE ANETWORKOF STREETS ANDBALANCEDTRANSPORTATION OPTIONS THAT ARESAFERAND MOREEFFICIENTFOREVERYONE....”GUIDING PRINCIPLES•SAFE, COMFORTABLE TRAVEL•TRANSPORTATIONACCESSIBILITY•MULTIMODAL MOBILITY•CONNECTEDAND INVITING•ECONOMIC VITALITYAND PLACEMAKING•COMMUNITY HEALTH•SOCIALEQUITYAND INVESTMENT•COMMUNITY CHARACTERAND CONTEXT SENSITIVITY•ENVIRONMENTALPROTECTIONAND SUSTAINABILITY•TECHNOLOGYIMPROVE SAFETY FOR ALL MODESSUPPORT LOCAL BUSINESSES AND COMMUNITYIMPROVE PERSONAL AND ENVIRONMENTAL HEALTHSERVE RESIDENTS WITHOUT VEHICLE ACCESS FDOT,MAY 2019Project goalsoImprove traffic operations on USAlt-19ImportanceoCorridor serves as alternative N-S corridor to Ft HarrisonAveoImproved operations on corridor will allow for more successfultraffic calming and safety measures on Ft HarrisonAveProposed roundabout to relieve traffic congestion forvehicles going from northbound Ft Harrison Ave ontonorthboundAlt-19PREVIOUS STUDIES / PLANS US ALT-19 CORRIDOR STUDYFAIRMONT ST ROUNDABOUT9N MYRTLE AVE19AMINNESOTA DRFAIRMONT STAPACHE TRAILMOHAWK STPLEASANT ST PREVIOUS STUDIES / PLANS COMPLETE DREW STREET DOWNTOWN SEGMENTFORWARD PINELLAS,OCTOBER 2019Project goalsoImprove safety, accessibility, and connectivity with land usesoSupport existing businesses and future growthoPromote active living with improved access to trailsImprovements:oBike infrastructureoRoad diet from four lanes to two lanesoAdditional parkingoImproved streetscape10 CITY OF CLEARWATER,JANUARY 2016Project GoalsoRedevelopment plan for area surrounding the Seminole BoatRampOn Ft HarrisonAveoWider sidewalksoActivated corners as social areasoEnhanced interface between pedestrian zone and building usesoAvoid driveway conflicts with pedestriansoSingle-story retailoMid-rise residentialFt HarrisonAve & Seminole StoGateway feature11PREVIOUS STUDIES & PLANS NORTH MARINA AREA MASTER PLANFT HARRISON AVE CONCEPT SEGMENT CHARACTERISTICSBELLEAIR RDBELLEVIEW BLVDCOURTSTDREWSTN MYRTLEAVESEGMENT 1BSEGMENT 2LAKEVIEWRDCHESTNUTSTJEFFORDS ST1219ASegment 1ABelleair Rd to Belleview BlvdTypical Section4LANE UNDIVIDED100’Typical Right-of-Way2Segment 1BBelleview Blvd to Chestnut StTypical SectionLANES WITH TWLTL*60’Typical Right-of-WaySegment 2 Chestnut St to Drew St2Typical SectionLANES WITH TWLTL*55 – 70’Typical Right-of-WaySegment 3 Drew St to N Myrtle Ave 2Typical SectionLANES WITH TWLTL*55 – 60’Typical Right-of-Way*Two Way Left Turn Lane DATA & STATISTICSSEGMENT CHARACTERISTICS13MEDIAN HOUSEHOLD INCOMEPOPULATION BELOW POVERTY LEVELMINORITY POPULATIONHOUSEHOLDS WITH NO VEHICLESPOPULATION UNDER 18POPULATION OVER 65CORRIDOR*$24K24%26%22%16%21%CITY$45K16%20%12%19%21%COUNTY$47K14%26%9%17%24%*Includes the area within a ¼ mile walkshed of the Project corridor DEFINING SUCCESSBELLEAIR RDCOURTSTDREWSTN MYRTLEAVESEGMENT 1BDOWNTOWN TRANSITIONSEGMENT 2DOWNTOWN CORELAKEVIEWRDCHESTNUTSTJEFFORDS ST14Segment 1•Improve multimodal connections across corridor & into downtown•Create agatewayinto the City & downtownSegment 2•Use streetspace to create a welcoming, livable, & economically vibrantdowntownSegment 3•Beautifythe streetspace to attract investment and developmentto achieve future land use visionBELLEVIEW BLVD PUBLIC INVOLVEMENT15 82What word describes your future vision for Ft. Harrison Ave?BLAST FRIDAYPUBLIC WORKSHOP16Friday Feb 28thFROM 5 PM TO 10 PM300+PEOPLE REACHEDAT BLAST FRIDAY•Outreach before event included social media posts,postcard mailers, and an email to stakeholders•Handed pamphlets to people attending event•Spoke with attendees and increased awareness ofthe project•Encouraged people to take the MetroQuest surveySocial MediaOUTREACH INCLUDED POSTS TO FACEBOOK & NEXTDOOR600POSTCARDS MAILED OVERVIEWPUBLIC INPUT SURVEY17Bicycle/Skateboard/Scooter, 12%Car, 56%Freight/Delivery Truck, 1%I dont, 1%Other, 1%Transit, 1%Walk, 28%Which way(s) do you travel on Ft. Harrison?131TOTAL PARTICIPANTS3 weeksTO RESPOND5 minTO COMPLETEAge Distribution25 and under, 1%26 to 40, 22% 41 to 60, 42%61 to 80, 35%0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100%How did you hear about this survey?Email, 43% Facebook, 22%From a Friend, 3%NextDoor, 12%Other, 20%0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% TRADEOFFSPUBLIC INPUT SURVEY18Example Screen55%VisionSafety & livability for all usersTravel Speed74%Lower travel speedsRoad DietReallocate lanes for multiple modes of travel65%Approach59%Higher cost per project and fewer projectsPlacemaking67%“Drive To” Ft. Harrison AveRespondents Preferred IMPRESSIONSPUBLIC INPUT SURVEY19Example ScreenHighest rated photos:Painted CrosswalkSegment 3Enhanced IntersectionSegment 2Midblock CrossingSegment 1B3.73.33.6Lowest rated photos:Bus StopSegment 1ADriveway ConflictsSegment 2Street CharacterSegment 1A2.32.42.3 PREFERENCESPUBLIC INPUT SURVEYExample ScreenCROSSING REFUGE ISLANDLANDSCAPED ISLANDSDesign features ranked most often:Design features ranked highest:12ON-STREET PARKINGCROSSING REFUGE ISLAND21(Respondents ranked their top 4 features from 8 choices)(Respondents ranked their top 4 features from 8 choices)20 MOVING FORWARD21 PRELIMINARY CONCEPTS22 DESIGN STRATEGIES OVERVIEWCROSSING REFUGE ISLANDPARKLETON-STREET PARKINGLANDSCAPED ISLANDSINTERSECTION BULB-OUTMIDBLOCK BULB-OUTENHANCED INTERSECTION TREATMENTSBICYCLE FACILITY23Each design strategy provides their own unique benefits to enhancing a street . . . DESIGN STRATEGIES OVERVIEW24Slower & Safer StreetsAesthetic ImprovementsTransportation AccessibilitySupport Local BusinessesLivability ImprovementsCROSSING REFUGE ISLANDPARKLETON-STREET PARKINGLANDSCAPED ISLANDSINTERSECTION BULB-OUTMIDBLOCK BULB-OUTENHANCEDINTERSECTION TREATMENTSBICYCLE FACILITY. . . and in combination, these strategies work together to provide the following benefits: •Calm traffic and beautify the street•Demonstration project for future raised intersection•Implement with other features, such as bulb-outsADDITIONAL COMPLETE STREETS STRATEGIESPAINTED INTERSECTIONSCentral Ave & 5thSt in St. Petersburg, FLENHANCED & ACCESSIBLE BUS STOPSBIKE PARKINGLIGHTING•Encourage and accommodate non-vehicle travel•Increase street activity and access to businesses•Create a sense of placeGENERAL STRATEGIESSEATING25 The Florida Design Manual (FDM), published by the Florida Department of Transportation (FDOT) recognizes and recommends emphasizing the existing grid of streetswith marked crosswalks to slow vehicles and improve the pedestrian experience. •Calm traffic by reinforcing presence of existing grid and pedestrians•Increase pedestrian connectionsOVERALL IMPROVEMENTSSHORT BLOCKSSource: FDOT Design Manual Chapter 202 Marked crosswalks at minor street intersections26 OVERALL IMPROVEMENTS•Create safer crossing conditions for pedestrians•Calm traffic with pedestrian presence and median islandCROSSINGS WITH REFUGE ISLANDS & RRFB SIGNALSImprove existing midblock crossings with RRFBlights and refuge islandsCROSSING REFUGE ISLANDFLASHING (RRFB) CROSSINGS27•Rapid rectangular flashing beacon (RRFB) requires vehicles to stop•Provide opportunity for aesthetic / landscape improvements •Calm vehicle traffic to support mixed traffic of bicycles & vehicles•Connect to existing trails and bikewaysOVERALL IMPROVEMENTSBICYCLE ACCOMODATIONS•Manage driveway access and sidewalk conflicts•Maintain and refurbish damaged sidewalksSIDEWALK CONDITIONSUtilize existing trail network and increase buffer from trafficClose or shorten driveways where possibleCreate a safer street for riders and connect existing facilitiesBuffer sidewalk from street where available right-of-way existsDriveway closure exampleCONNECT TO EXISTING TRAILS & BIKEWAYSMAGNOLIA DR28 PRELIMINARY CONCEPTSBELLEAIR RDCOURT STDREW STN MYRTLE AVESEGMENT 1BDOWNTOWN TRANSITIONSEGMENT 2DOWNTOWN CORELAKEVIEW RDCHESTNUT STJEFFORDS ST29Segment 1AFROM BELLEAIR RD TO BELLEVIEW BLVDSegment 2FROM CHESTNUT ST TO DREW STSegment 3FROM DREW STREET TO N MYRTLE AVE BELLEVIEW BLVDOVERVIEWSegment 1BFROM BELLEVIEW BLVD TO CHESTNUT STCLEVELENAD STSEMINOLE ST 30OVERALL IMPROVEMENTS*See concept plans for detailsROAD DIETReduce from 4 lanes to 3 lanes throughout segmentINTERSECTION BULB-OUTSReduce radii at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceLANDSCAPED ISLANDSAdd landscaped islands in center turn lane where turning movements are not neededAdd landscaped islands along eastern side to narrow the road SPECIFIC IMPROVEMENTSPAINTED INTERSECTIONPaint intersection at Belleview Blvd to enhance Pinellas Trail crossing, serve as a gateway into the City, and calm trafficCROSSING REFUGE ISLANDSRefuge islands added in the center turn lane at two proposed crosswalk locationsAdditional crosswalk locations to include refuge islandsBICYCLE FACILITIESImprove connections to existing Pinellas Trail SEGMENT 1A: City GatewayBELLEAIR RDBELLEVIEW BLVDWILDWOOD WAYWOODLAWN STPINELLAS TRAILBELLEAIR COUNTRY CLUBEND SEGMENTBEGIN SEGMENTFuture Trail ConnectionTrail ConnectionEvaluated a road dietfrom Belleair Rd to Belleview BlvdCreated agatewayinto the City & downtownImproved multimodal connections across corridor BELLEAIR RD to BELLEVIEW BLVD 31OVERALL IMPROVEMENTS*See concept plans for detailsROAD DIETReduce from 4 lanes to 3 lanes throughout segmentINTERSECTION BULB-OUTSReduce radii at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceLANDSCAPED ISLANDSAdd landscaped islands in center turn lane where turning movements are not neededAdd landscaped islands along eastern side to narrow the road SPECIFIC IMPROVEMENTSPAINTED INTERSECTIONPaint intersection at Belleview Blvd to enhance Pinellas Trail crossing, serve as a gateway into the City, and calm trafficCROSSING REFUGE ISLANDSRefuge islands added in the center turn lane at two proposed crosswalk locationsAdditional crosswalk locations to include refuge islandsBICYCLE FACILITIESImprove connections to existing Pinellas Trail SEGMENT 1A: City GatewayLandscaped Island with Crossing RefugeEXISTING 4 LANESPROPOSED ROAD DIET WITH 3 LANESLandscaped IslandLandscaped IslandMaintain existing curb and gutterNo turn lanesMaintain existing edge of pavementNo separation of opposing trafficBELLEAIR RD to BELLEVIEW BLVD 32SEGMENT 1A: City GatewayROAD DIET CONCEPT FOR SEGMENT 1AFROM BELLEAIR RD TO BELLEVIEW BLVD•Convert 4 lane road into two lanes with intermittent left turn lanes and landscaped islands•Add crossing refuge islands at proposed crosswalks•Landscaped islands on eastern edge buffer sidewalk•Remove one southbound receiving lane at Belleview BlvdLandscaped IslandsLandscaped IslandsMedian Refuge IslandConnection to Pinellas Trail3 Lanes Begins HereIntersection Bulb-OutsIntersection ReconfigurationLOOKING SOUTH ON FT. HARRISON AVE FROM WILDWOOD WAYBELLEAIR RDWOODLAWN STWILDWOOD WAYBELLEVIEW BLVDPINELLAS TRAILBELLEAIR RD to BELLEVIEW BLVD 33SEGMENT 1A: City GatewayCONTINUED CONCEPT FOR PART OF SEGMENT 1BFROM BELLEVIEW BLVD TO LAKEVIEW RD•Replace bike lane with landscaped island to buffer Pinellas Trail•Remove eastbound receiving lane on Lakeview to add crossing refuge island for Pinellas Trail•Add landscaped islands where left turn movements are not needed to calm traffic and improve aesthetics near Pinellas TrailLandscaped IslandsLandscaped Islands to buffer Pinellas TrailMedian Refuge IslandPinellas TrailLOOKING NORTH ON FT. HARRISON AVE FROM PINELLAS TRAILBELLEVIEW BLVDMCLENNAN STE STLAKEVIEW RDPinellas TrailIntersection ReconfigurationIntersection ReconfigurationFT HARRISON AVEBELLEAIR RD to BELLEVIEW BLVD 34SEGMENT 1A: City GatewayROAD DIET CONCEPT FOR SEGMENT 1ABELLEVIEW BLVD INTERSECTION•Reconfigure to maintain 3 lanes on each side of the intersection•Intersection bulb-outs and landscaped islands to create a smaller intersectionLandscaped IslandsLandscaped IslandsPinellas Trail CrossingConvert Dual Thru/Left to Left OnlyIntersection Bulb-OutsBELLEVIEW BLVDLAKEVIEW RDRemove Extra Thru LaneFT HARRISON AVEPINELLAS TRAILROAD DIET CONCEPT FOR SEGMENT 1ALAKEVIEW RD INTERSECTION•Remove thru lane on eastbound Lakeview Rd•Use former thru lane for a median refuge island for the Pinellas TrailBELLEAIR RD to BELLEVIEW BLVD 35SEGMENT 1A: City GatewayMETHODOLOGYTraffic volume & operational analysis for Segment 1A and Belleview BlvdUtilized 1% per year growth rate through 2040Measures of Effectiveness (MOEs)oIntersection and approach delay per vehicleoApproach volume to capacity ratioso50thpercentile queue lengthsRESULTSProposed Segment 1A corridor Level of Service (LOS) decreases from LOS C to LOS D (PM peak)Proposed Belleview Blvd intersection travel time increase (average of all approaches in PM peak):o2020 3 seconds or lesso2040 7 seconds or lessBELLEAIR RD to BELLEVIEW BLVD BELLEVIEW BLVDBELLEAIR COUNTRY CLUBLAKEVIEW RDCHESTNUT STCORBETT STPINELLAS STJEFFORDS STMAGNOLIA DRDRUID RDEND SEGMENTBEGIN SEGMENT36SEGMENT 1B: Downtown TransitionOVERALL IMPROVEMENTS*See concept plans for detailsINTERSECTION BULB-OUTSReduce radii at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceLANDSCAPED ISLANDSAdd landscaped islands in center turn lane where turning movements are not needed and in unbuffered bike lanesAdd landscaped islands along eastern side to in current bike lane to buffer Pinellas TrailBICYCLE FACILITIESImprove connections to Pinellas Trail and other bikewaysRemove unbuffered bike lanes and improve off-street facilitiesMARKED CROSSWALKSAdd marked crosswalks at minor intersections to reinforce grid, improve pedestrian connections, and calm trafficSPECIFIC IMPROVEMENTSPAINTED INTERSECTIONIntersection at Lakeview Rd painted to enhance Pinellas Trail crossing, serve as a gateway into the City, and calm trafficCROSSING REFUGE ISLANDSAdd refuge islands in center turn lane at midblock crossingsEvaluated a road dietfrom Belleair Rd to Belleview BlvdCreated agatewayinto the City & downtownImproved multimodal connections across corridor BELLEVIEW BLVD to CHESTNUT ST PROPOSED 3 LANES WITH IMPROVEMENTS37SEGMENT 1B: Downtown TransitionOVERALL IMPROVEMENTS*See concept plans for detailsINTERSECTION BULB-OUTSReduce radii at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceLANDSCAPED ISLANDSAdd landscaped islands in center turn lane where turning movements are not needed and in unbuffered bike lanesAdd landscaped islands along eastern side to in current bike lane to buffer Pinellas TrailBICYCLE FACILITIESImprove connections to Pinellas Trail and other bikewaysRemove unbuffered bike lanes and improve off-street facilitiesMARKED CROSSWALKSAdd marked crosswalks at minor intersections to reinforce grid, improve pedestrian connections, and calm trafficSPECIFIC IMPROVEMENTSPAINTED INTERSECTIONIntersection at Lakeview Rd painted to enhance Pinellas Trail crossing, serve as a gateway into the City, and calm trafficCROSSING REFUGE ISLANDSAdd refuge islands in center turn lane at midblock crossingsContinuous TWLTL Crosswalk with RRFB SignalLandscaped IslandLandscaped IslandNew curb and gutterEXISTING 3 LANESUnbuffered and narrow bike laneBELLEVIEW BLVD to CHESTNUT STPinellas Trail CHESTNUT STEND SEGMENTBEGIN SEGMENTCOURT STFRANKLIN STPIERCE STPARK STCLEVELAND STDREW STHENDRICKS STCOACHMAN PARK38SEGMENT 2: Downtown CoreOVERALL IMPROVEMENTSINTERSECTION BULB-OUTSReduce radius at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceBICYCLE FACILITIESImprove connections to Pinellas Trail & other bikewaysCalm traffic to allow street to serve bicycle connectionsSPECIFIC IMPROVEMENTSON-STREET PARKING & PARKLETSShorten left turn lanes to create space for on-street parking, parklets, & a wider sidewalkCROSSING REFUGE ISLANDSRefuge islands added in the center turn lane at existing crosswalk locationsRRFBsAdd rapid rectangular flashing beacon (RRFB) at existing crossings for increased pedestrian safety and traffic calmingPAINTED INTERSECTIONIntersection at Belleview Rd painted to enhance Pinellas Trail crossing, serve as a gateway into the City, and calm trafficUse streetspace to create a welcoming, livable, & economically vibrant downtownProvide opportunities for landscaping & beautificationIncrease & improve public space and parking / loading accessCHESTNUT ST to DREW ST ALTERNATIVE WITH NO SB TURN LANES, WIDER SIDEWALK, & OTHER IMPRVEMENTS(at Cleveland St looking north)EXISTING 2 LANES WITH EXTRA LONG TURN LANE(at Cleveland St looking north)39SEGMENT 2: Downtown CoreOVERALL IMPROVEMENTSINTERSECTION BULB-OUTSReduce radius at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceBICYCLE FACILITIESImprove connections to Pinellas Trail & other bikewaysCalm traffic to allow street to serve bicycle connectionsSPECIFIC IMPROVEMENTSON-STREET PARKING & PARKLETSShorten left turn lanes to create space for on-street parking, parklets, & a wider sidewalkCROSSING REFUGE ISLANDSRefuge islands added in the center turn lane at existing crosswalk locationsRRFBsAdd rapid rectangular flashing beacon (RRFB) at existing crossings for increased pedestrian safety and traffic calmingPAINTED INTERSECTIONIntersection at Belleview Rd painted to enhance Pinellas Trail crossing, serve as a gateway into the City, and calm trafficExisting turn laneNarrow sidewalkOn-Street Parking ParkletOpportunitiesSidewalk widenedNew Pedestrian SpaceCHESTNUT ST to DREW ST 40SEGMENT 2: Downtown CoreALTERNATIVE CONCEPT FOR SEGMENT 2FROM COURT ST TO PIERCE ST•Remove center turn lane to widen western sidewalk and add on-street parking and/or a curbside loading zone•New zone can decrease pedestrian conflicts and removes freight and delivery vehicles from center turn laneLOOKING SOUTH ON FT. HARRISON AVE FROM PIERCE STLandscaped IslandsLandscaped IslandsLandscaped IslandsIntersection Bulb-OutsIntersection Bulb-OutsOn-Street ParkingOn-Street Parking / Loading ZoneWidened SidewalkFRANKLIN STPARK STCHESTNUT ST to DREW ST DREW STEND SEGMENTBEGIN SEGMENTJONES STELDRIDGE STSEMINOLE STCEDAR STN MYRTLE AVE19ANICHOLSON STOVERALL IMPROVEMENTSINTERSECTION BULB-OUTSReduce radius at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceMARKED CROSSWALKSAdd marked crosswalks at minor intersections to reinforce grid, improve pedestrian connections, and calm trafficSPECIFIC IMPROVEMENTSMIDBLOCK BULB-OUTSAdd midblock bulb-outs while maintaining current curb and gutter to narrow the roadway and create a “chicaning” movementON-STREET PARKINGAdd on-street parking where needed within midblock bulb-outsPAINTED INTERSECTIONPaint intersection at Seminole St to calm traffic and create gateway into Downtown41SEGMENT 3: North MarinaBeautifiedthe streetscape to attract investment and developmentto achieve future land use visionProvided opportunities for landscaping & beautificationNarrowed lanes for traffic calmingDREW ST to N MYRTLE AVE PROPOSED 2 LANES WITH BULB-OUTSEXISTING 3 LANESOVERALL IMPROVEMENTSINTERSECTION BULB-OUTSReduce radius at corners to slow turning traffic, reduce pedestrian crossing distances, and reclaim public spaceMARKED CROSSWALKSAdd marked crosswalks at minor intersections to reinforce grid, improve pedestrian connections, and calm trafficSPECIFIC IMPROVEMENTSMIDBLOCK BULB-OUTSAdd midblock bulb-outs while maintaining current curb and gutter to narrow the roadway and create a “chicaning” movementON-STREET PARKINGAdd on-street parking where needed within midblock bulb-outsPAINTED INTERSECTIONPaint intersection at Seminole St to calm traffic and create gateway into Downtown42SEGMENT 3: North MarinaOn-Street Parking in some bulb-outsWide lanes and underutilized TWLTLMidblock Bulb-Out to create chicaning,Maintain Existing Curb and GutterMaintain Existing Curb and GutterNarrow sidewalk with little or no bufferDREW ST to N MYRTLE AVE NEXT STEPS43 NEXT STEPS44SELECT & REFINE PREFERRED IMPROVEMENTSPLANNING LEVEL COSTSIDENTIFY IMPLEMENTATION PLAN & PRIORITY PROJECTSPRESENT TO CITY COUNCIL © 2014 HDR Architecture, Inc., all rights reserved.© 2014 HDR Architecture, Inc., all rights reserved.© 2014 HDR Architecture, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved.© 2014 HDR, Inc., all rights reserved. 132 APPENDIX C: TRAFFIC MEMORANDUM The traffic memorandum was completed to analyze the traffic volumes and operations of Segment 1A from Belleair Road to Belleview Boulevard before and after the proposed road diet. Utilizing a 1% growth rate through 2040, the proposed design for Segment 1A yielded a Level of Service decrease for LOS C to LOS D during the PM peak. The travel time change for the proposed Belleview Boulevard intersection during the PM peak increased from three seconds in 2020 to seven seconds in 2040. The conservative growth rate and acceptable change in travel time indicates that the proposed road diet is feasible. Traffic Analysis Memorandum Date: Friday, April 17, 2020 Project: Ft Harrison Complete Streets Study To: Lauren Matzke, AICP, Diego Guevara (City of Clearwater) From: Mark Suarez, P.E., Matthew Wiesenfeld, P.E., Tyler Valila, E.I. Subject: Ft Harrison Complete Streets Study Traffic Analysis Memorandum Attachments: Growth Rate Calculations, Synchro Outputs, City of Clearwater Provided Data For the City of Clearwater’s Ft Harrison Complete Streets Study, HDR performed traffic volume and operational analysis for a southern segment of Ft Harrison Avenue and the associated intersections of Belleair Road and Belleview Boulevard. It was found that the proposed lane elimination produced no significant traffic impacts. Background Much of the existing Ft Harrison Avenue is comprised of a three lane section (a northbound, southbound, and two way continuous left turn lane). For a short segment of the study corridor, between Belleair Road and Belleview Boulevard, the three lane section expands to an undivided four lane section with two northbound and two southbound travel lanes. The overall study area, with the traffic analysis portion outlined, is shown in the image below including the intersections: No. 1 - Ft Harrison Avenue at Belleair Road and No.2 - Ft Harrison Avenue at Belleview Boulevard. The analysis is based on both collected traffic volumes and existing county and state traffic data. Existing roadway geometry and field conditions were observed and documented for the study. Segment level and intersection specific data was compared and balanced to establish existing conditions and project future demand. 1 2 Traffic Volume Analysis Two intersections were analyzed to determine intersection peak hours and volumes based on city provided data. A growth rate was also determined to calculate the future volumes. Intersection Approach Data Analysis A traffic data review was conducted based on City of Clearwater provided roadway volume counts at each of the intersection approaches. The data, included in the Attachment, includes 72-hour traffic machine counts (approach volumes at 15-minute and 60-minute increments) at all approaches to the Ft Harrison Avenue at Belleview Boulevard intersection, and the Ft Harrison Avenue at Belleair Road intersection. The results are displayed in Table 1 and the AM and PM peak hours are highlighted in bold text. Values represent a three day average per hour per approach. Table 1: Roadway Counts for Ft Harrison Ave at Belleair Rd and Belleview Blvd (2019) Ft Harrison at Belleair Rd Ft Harrison at Belleview Blvd Time NB SB WB ALL EB WB NB SB ALL 00:00 17 23 24 64 3 2 21 44 70 01:00 20 17 8 45 3 0 21 29 53 02:00 11 12 9 32 3 1 11 18 33 03:00 14 8 11 33 5 0 21 16 42 04:00 27 13 25 65 15 0 48 24 87 05:00 90 37 101 228 43 2 195 54 294 06:00 300 140 273 713 144 10 480 223 857 07:00 494 283 461 1,238 329 14 730 563 1,636 08:00 500 282 442 1,224 323 17 671 616 1,627 09:00 437 459 374 1,270 315 18 588 645 1,566 10:00 399 525 333 1,257 277 15 525 723 1,540 11:00 381 542 322 1,245 282 22 494 780 1,578 12:00 443 568 361 1,372 303 13 584 757 1,657 13:00 428 534 367 1,329 307 17 560 707 1,591 14:00 439 625 353 1,417 315 14 535 848 1,712 15:00 419 674 331 1,424 319 15 541 965 1,840 16:00 411 773 264 1,448 302 22 507 1,063 1,894 17:00 407 691 252 1,350 264 13 479 934 1,690 18:00 317 410 231 958 165 7 392 583 1,147 19:00 201 352 140 693 136 5 222 478 841 20:00 150 221 94 465 78 5 161 319 563 21:00 96 158 78 332 58 5 115 229 407 22:00 79 120 62 261 35 3 99 174 311 23:00 41 95 31 167 18 1 47 120 186 TOTAL 6,121 7,562 4,947 18,630 4,042 221 8,047 10,912 23,222 Based on the historical machine count data, existing year (2020) design hour AM and PM peak hours were determined for both study intersections. For both intersections, the AM peak is 7 to 8 AM and the PM peak is 4 to 5 PM. These peak times were used to determine count times for intersection turning movement counts (TMCs). The TMCs were then collected from 7 AM to 9 AM, 10:45 AM to 12:45 PM, and 3:45 PM to 5:45 PM on Thursday, January 16th and seasonally adjusted to convert them to turning movement volumes (TMVs). These 2020 TMCs had a 2018 peak season factor (SF) applied to convert them into TMV’s. 2018 was the most recently available data from FDOT for the aforementioned factors. Intersection Volume Development Future volumes were calculated by applying a study area wide linear growth rate to the Existing Year TMVs at both study intersections. The applied growth rate was determined based on historic traffic data, population estimates, and surrounding roadway projects. Table 3 shows the proposed future projects that were researched to determine any potential impact to traffic patterns within the study areas. Population forecasts were also researched and are documented in Table 4 and Table 5. Historic AADT data is presented in Table 6, along with a recommended annual growth rate for the intersection and corridor. Growth rate calculations using the Historic AADT data is provided in the Attachment. A growth rate of 1 % per year was then applied for the future year (2040) AM and PM design hour TMV’s. Once future volumes were determined, the Existing, Build, and No-Build intersections were created in Synchro, a traffic operational analysis software. Synchro outputs follow HCM 6th Edition where applicable. All analysis procedures follow the 2014 Florida Department of Transportation (FDOT) Traffic Analysis Handbook. The TMVs used for intersection operations analysis in 2020 and 2040 are provided in Table 2. Table 2 – Turning Movement Volumes for Intersection Operations Analysis EXISTING YEAR 2020 AM PEAK PM PEAK DESIGN YEAR 2040 Table 3– Future Projects In or Near Study Area Source Limits Project Type Reference Impact to Study Corridor Growth Rate? FDOT Tampa Bay Myrtle Ave from Chestnut St to Mohawk St Repaving Project Reference None Anticipated Table 4 – BEBR Pinellas County Population Estimates and Annual Growth Rates Estimate 2018 Population Estimate 2020 Population Projection 2040 Population Projection Annual Growth Rate (2018 to 2020) Annual Growth Rate (2020 to 2040) Low 970,532 953,700 947,600 -0.87%-0.03% Medium 983,900 1,063,500 0.69% 0.40% High 1,012,700 1,200,600 2.17% 0.93% Table 5 – Pinellas County Population Estimates and Annual Growth Rates (Pinellas County Population Projection 2016-2021) 2016 Population Estimate 2021 Population Projection Annual Growth Rate (2016 to 2021) 960,730 1,036,369 1.57 % Table 6 – Annual Growth Rates Summary Scope Task # Major Road Segment Historic AADT Summary From To Station # 2018 AADT Trend Annual Growth Rate (2018 to 2040) Recommended Annual Growth Rate 4.2 Ft Harrison Drew Street Myrtle Avenue 155048 8,900 -3.32 % 1 % 4.2 Clearwater-Largo Rd West Bay Drive Wyatt Street 159176 22,000 1.56 % 4.2 Lakeview Road Ft Harrison S MLK Jr Ave 159218 8,500 1.71 % 4.2 Ft Harrison At Jasmin Way 14,862 AADT* N/A *Provided by City of Clearwater Traffic Operations Analysis A traffic operational analysis was conducted for the intersection of Ft Harrison Avenue at Belleview Boulevard and the corridor of Ft Harrison Avenue from Belleair Road to Belleview Boulevard. Intersection Analysis At the intersection Ft Harrison Avenue at Belleview Boulevard, the TMVs were used to determine the traffic operations for the existing lane configure and the proposed lane configuration in 2020 and 2040. The proposed project would repurpose the southbound left-through lane to an exclusive left turn lanes with median islands. Synchro, using HCM 6th Edition methodology is used to evaluate each scenario with the following Measures of Effectiveness (MOEs): Intersection and approach delay per vehicle Approach Volume to Capacity ratios 50th percentile queue lengths The traffic operations analysis shows that at the intersection of Ft Harrison Avenue at Belleview Boulevard, the proposed geometric change would have a nominal impact on intersection performance. If the proposed configuration was installed in 2020, there would be an anticipated increase in average delay for the intersection peak hour of 3 seconds or less. In the design year of 2040, the proposed configuration would see an increase of 7 seconds or less in average delay during the intersection peak hour. The resulting intersection Level-of-Service (LOS) is C or better for all scenarios. For each approach, the traffic volumes are not expected to exceed capacity and queue lengths are not expected to impact driveways or create other safety concerns under normal average conditions. Full results for the MOEs by approach are summarized in Table 7. The Synchro analysis worksheets are available in the attachment. Table 7: Ft Harrison Ave and Belleview Blvd Intersection Analysis Results MOE Northbound Southbound Westbound Eastbound Intersection Existing Proposed Existing Proposed Existing Proposed Existing Proposed Existing Proposed 2020 - AM Peak Delay (s/veh) 15.0 20.2 13.3 15.2 20.4 20.4 31.3 31.3 17.9 20.9 Volume/Capacity 0.70 0.78 0.27 0.44 0.04 0.04 0.75 0.75 - - 50th Queue (veh)** 9.7 9.7 2.3 4.9 0.3 0.3 7.5 7.5 - - 2040 - AM Peak Delay (s/veh) 31.7 32.2 17.9 21.0 19.1 19.1 35.9 35.9 27.9 29.2 Volume/Capacity 0.90 0.90 0.37 0.59 0.04 0.04 0.81 0.81 - - 50th Queue (veh)** 18.3 18.3 3.6 3.6 0.4 0.4 10.4 10.4 - - 2020 - PM Peak Delay (s/veh) 12.1 12.1 12.6 17.8 21.4 21.4 28.7 28.7 15.2 18.0 Volume/Capacity 0.67 0.67 0.42 0.76 0.06 0.06 0.69 0.69 - - 50th Queue (veh)** 3.8 3.8 4.0 10.5 0.4 0.9 5.5 5.5 - - 2040 - PM Peak Delay (s/veh) 15.7 15.8 16.8 24.1 20.3 25.2 30.0 47.6 18.7 25.6 Volume/Capacity 0.76 0.78 0.55 0.88 0.07 0.08 0.75 0.85 - - 50th Queue (veh)** 6.1 5.8 6.1 17.6 0.5 0.6 7.1 9.9 - - *Note: Value represents maximum approach volume to capacity ratio. **Note: Value represents maximum approach queue. Corridor Analysis The corridor capacity analysis determined the existing level of service (LOS) of the corridor using both directional design hourly volume (DDHV) and average annual daily traffic (AADT) using the 2012 generalized service volume tables. Existing year (2018) and future year (2040) analysis was performed for the existing two lane divided with turn lane typical section which is the predominate condition throughout the corridor. In the segment of Ft Harrison Avenue between Belleair Road and Belleview Boulevard, a portion of the segment is four lanes undivided, however the existing lane configuration drops to three general purpose lanes near the Belleview Boulevard intersection and therefore the segment is defined by the two lane divided capacity. The comparative traffic analysis between existing and proposed lane configuration is based on the impact of the intersection volumes for the southbound departing movements from the Belleview Boulevard intersection and the southbound arriving movements at Belleair Road. Generalized Planning Analysis An initial generalized planning analysis for the whole Ft Harrison Avenue corridor was conducted using the available 2018 AADT information. This resulted in a corridor AADT of 15,000 trips and DDHV of 750 trips which is consistent with approach volumes measured in the 72 hour counts for each intersection. On a daily basis, this volume exceeds the Level-of-Service (LOS) E threshold in the three lane section. In the peak hour, peak direction, this volume represents a LOS D. A growth in traffic volume of 1% per year resulting in more than a 20% growth overall would lead to generalized LOS below E regardless of the proposed project. Given that the impact of the study is specific to the removal of the southbound lane between Belleview Boulevard and Belleair Road, additional capacity analysis was performed isolating those southbound lanes. Southbound Departure Analysis In the existing condition, the southbound departure from the Belleview Boulevard intersection has two receiving lanes which continue from Belleview Boulevard through Belleair Road to the next signalized intersection of Ponce De Leon Boulevard / Wyatt Street. At Belleair Road, Ft Harrison Avenue is a four lane undivided roadway without turn lanes. In the proposed roadway configuration, Ft Harrison Avenue is a balanced three-lane section with the middle lane serving as intermittent left turn lanes. The volume on this section, derived from the intersection volume analysis, would start at 888 vehicles departing Belleview Boulevard and would increase to 1018 arriving at Belleair Road, of which 212 would use the newly created left turn lane to continue east on Belleair Road. Using Table 7 – Generalized Peak Hour Directional Volumes for Florida’s Urbanized Areas from the 2013 FDOT QLOS Handbook, it is noted that an uninterrupted flow highway would have a Level of Service E Maximum Service Volume (MSV) of 1,640 vehicles in the peak direction during the peak hour. Adjusted for non-state roadways with left turn lanes, this results in a MSV of 1,558 vehicles per hour. When compared to the 1018 vehicles projected in 2040 to be traveling southbound in the PM peak hour, this results in 65% utilization of the service volume for the proposed configuration. The resulting quality of service for the proposed condition would be LOS D. Conclusion The lane repurposing proposed for Ft Harrison Avenue, specifically from the southbound approach at Belleview Boulevard through Belleair Road, is not projected to have a noticeable negative impact on traffic conditions. At the controlling intersection of Ft Harrison Avenue and Belleview Boulevard, peak hour delays are projected to increase by less than 7 seconds on average in the 2040 proposed configuration versus the existing lane configurations in 2040. The overall intersection LOS remains at C or better for all scenarios. Along the un-interrupted segment, the projected traffic volume represents less than 2/3rd of the maximum service volume and operates at LOS D in the PM peak hour. Attachments 2018 PEAK SEASON FACTOR CATEGORY REPORT - REPORT TYPE: ALL CATEGORY: 1500 PINELLAS COUNTYWIDE MOCF: 0.93 WEEK DATES SF PSCF ================================================================================ 1 01/01/2018 - 01/06/2018 1.07 1.15 2 01/07/2018 - 01/13/2018 1.06 1.14 3 01/14/2018 - 01/20/2018 1.04 1.12 4 01/21/2018 - 01/27/2018 1.02 1.10 5 01/28/2018 - 02/03/2018 0.99 1.06 * 6 02/04/2018 - 02/10/2018 0.96 1.03 * 7 02/11/2018 - 02/17/2018 0.93 1.00 * 8 02/18/2018 - 02/24/2018 0.93 1.00 * 9 02/25/2018 - 03/03/2018 0.92 0.99 *10 03/04/2018 - 03/10/2018 0.92 0.99 *11 03/11/2018 - 03/17/2018 0.91 0.98 *12 03/18/2018 - 03/24/2018 0.92 0.99 *13 03/25/2018 - 03/31/2018 0.92 0.99 *14 04/01/2018 - 04/07/2018 0.93 1.00 *15 04/08/2018 - 04/14/2018 0.93 1.00 *16 04/15/2018 - 04/21/2018 0.94 1.01 *17 04/22/2018 - 04/28/2018 0.96 1.03 *18 04/29/2018 - 05/05/2018 0.98 1.05 19 05/06/2018 - 05/12/2018 1.00 1.08 20 05/13/2018 - 05/19/2018 1.02 1.10 21 05/20/2018 - 05/26/2018 1.01 1.09 22 05/27/2018 - 06/02/2018 0.99 1.06 23 06/03/2018 - 06/09/2018 0.98 1.05 24 06/10/2018 - 06/16/2018 0.97 1.04 25 06/17/2018 - 06/23/2018 0.98 1.05 26 06/24/2018 - 06/30/2018 0.98 1.05 27 07/01/2018 - 07/07/2018 0.99 1.06 28 07/08/2018 - 07/14/2018 1.00 1.08 29 07/15/2018 - 07/21/2018 1.00 1.08 30 07/22/2018 - 07/28/2018 1.01 1.09 31 07/29/2018 - 08/04/2018 1.02 1.10 32 08/05/2018 - 08/11/2018 1.02 1.10 33 08/12/2018 - 08/18/2018 1.03 1.11 34 08/19/2018 - 08/25/2018 1.04 1.12 35 08/26/2018 - 09/01/2018 1.06 1.14 36 09/02/2018 - 09/08/2018 1.07 1.15 37 09/09/2018 - 09/15/2018 1.08 1.16 38 09/16/2018 - 09/22/2018 1.08 1.16 39 09/23/2018 - 09/29/2018 1.07 1.15 40 09/30/2018 - 10/06/2018 1.06 1.14 41 10/07/2018 - 10/13/2018 1.05 1.13 42 10/14/2018 - 10/20/2018 1.05 1.13 43 10/21/2018 - 10/27/2018 1.05 1.13 44 10/28/2018 - 11/03/2018 1.05 1.13 45 11/04/2018 - 11/10/2018 1.04 1.12 46 11/11/2018 - 11/17/2018 1.04 1.12 47 11/18/2018 - 11/24/2018 1.05 1.13 48 11/25/2018 - 12/01/2018 1.06 1.14 49 12/02/2018 - 12/08/2018 1.06 1.14 50 12/09/2018 - 12/15/2018 1.07 1.15 51 12/16/2018 - 12/22/2018 1.06 1.14 52 12/23/2018 - 12/29/2018 1.05 1.13 53 12/30/2018 - 12/31/2018 1.04 1.12 * PEAK SEASON 25-FEB-2019 16:26:29 830UPD 7_1500_PKSEASON.TXT Project: Ft Harrison corridor study Location: Ft Harrison @ Belleair Date: 1/24/2020 Technician: DL Groups Printed- Unshifted Ft Harrison From North Belleair From East Ft Harrison From South Belleair From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:45 AM 07523 0 9835013392 111 0 0 113 0000 0250 Total 0 75 23 0 98 35 0 1 3 39 2 111 0 0 113 0 0 0 0 0 250 07:00 AM 07132 010329 3 2 24 58 4 124 0 0 128 0000 0289 07:15 AM 09516 011154045631 150 0 0 151 0000 0325 07:30 AM 0 102 16 0 118 57 2 3 15 77 3 143 0 0 146 0000 0341 07:45 AM 07713 0 9042 2 11 2 57 3 110 0 0 113 0000 0260 Total 0 345 77 0 422 182 7 20 46 255 11 527 0 0 538 0 0 0 0 0 1215 08:00 AM 09117 010869096841 129 0 1 131 0000 0323 08:15 AM 0 109 22 0 131 64080722 124 0 0 126 0000 0329 08:30 AM 08127 010836050413 125 0 0 128 0000 0277 *** BREAK *** Total 0 281 66 0 347 169 0 22 6 197 6 378 0 1 385 0 0 0 0 0 929 *** BREAK *** 10:45 AM 0 114 38 0 152 31061387 110 0 0 117 0000 0307 Total 0 114 38 0 152 31 0 6 1 38 7 110 0 0 117 0 0 0 0 0 307 *** BREAK *** 11:15 AM 0 134 35 0 169 40 1 11 1 53 188 0 0 89 0000 0311 11:30 AM 0 124 29 0 153 40153493 115 0 0 118 0000 0320 11:45 AM 0 150 39 0 189 31155428 94 0 0 102 0000 0333 Total 0 408 103 0 511 111 3 21 9 144 12 297 0 0 309 0 0 0 0 0 964 12:00 PM 0 126 33 0 159 35 0 16 0 51 11 132 0 0 143 0000 0353 12:15 PM 0 109 39 0 148 40 1 10 3 54 9 116 0 0 125 0000 0327 12:30 PM 0 114 36 0 150 44 0 19 0 63 21 101 0 0 122 0000 0335 12:45 PM 0 104 32 0 136 44080522 102 0 0 104 0000 0292 Total 0 453 140 0 593 163 1 53 3 220 43 451 0 0 494 0 0 0 0 0 1307 *** BREAK *** 03:45 PM 0 127 48 0 175 31 0 13 2 46 5 107 0 0 112 0000 0333 Total 0 127 48 0 175 31 0 13 2 46 5 107 0 0 112 0 0 0 0 0 333 04:00 PM 0 157 35 0 192 21090308 126 0 0 134 0000 0356 04:15 PM 0 166 43 0 209 26 0 17 3 46 3 97 0 0 100 0000 0355 04:30 PM 0 158 30 0 188 2305129392 0 0 95 0000 0312 04:45 PM 0 165 62 0 227 28062366 118 0 0 124 0000 0387 Total 0 646 170 0 816 98 0 37 6 141 20 433 0 0 453 0 0 0 0 0 1410 05:00 PM 0 151 42 0 193 19070263 109 0 0 112 0000 0331 05:15 PM 0 127 32 0 159 16050211 116 0 0 117 0000 0297 05:30 PM 08931 112134 0 13 3 50 872 0 0 80 0000 0251 Grand Total 0 2816 770 1 3587 889 11 198 79 1177 118 2711 0 1 2830 0000 07594 Apprch %0 78.5 21.5 0 75.5 0.9 16.8 6.7 4.2 95.8 00 0000 Total %0 37.1 10.1 0 47.2 11.7 0.1 2.6 1 15.5 1.6 35.7 0 0 37.3 0000 0 City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleair Date: 1/24/2020 Technician: DL Ft Harrison Belleair Belleair Ft Harrison Right0 Thru2816 Left770 Peds1 InOut Total3600 3587 7187 Right889 Thru11 Left198 Peds79 OutTotalIn888 1177 2065 Left 0 Thru 2711 Right 118 Peds 1 Out TotalIn 3014 2830 5844 Left0 Thru0 Right0 Peds0 TotalOutIn11 0 11 1/23/2020 06:45 AM1/23/2020 05:30 PM Unshifted North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleair Date: 1/24/2020 Technician: DL Ft Harrison From North Belleair From East Ft Harrison From South Belleair From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:45 AM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 157 35 0 192 21090308 126 00134 0000 0356 04:15 PM 0 166 43 0 209 26 0 17 3 46 3 97 0 0 100 0000 0355 04:30 PM 0 158 30 0 188 2305129392 0 0 95 0000 0312 04:45 PM 0 165 62 0 227 28 062366 118 0 0 124 0000 0387 Total Volume 0 646 170 0 816 98 0 37 6 141 20 433 0 0 453 0 0 0 0 0 1410 % App. Total 0 79.2 20.8 0 69.5 0 26.2 4.3 4.4 95.6 0 0 0 0 0 0 PHF .000 .973 .685 .000 .899 .875 .000 .544 .500 .766 .625 .859 .000 .000 .845 .000 .000 .000 .000 .000 .911 Ft Harrison Belleair Belleair Ft Harrison Right 0 Thru 646 Left 170 Peds 0 InOut Total 531 816 1347 Right98 Thru0 Left37 Peds6 OutTotalIn190 141 331 Left0 Thru433 Right20 Peds0 Out TotalIn683 453 1136 Left0 Thru0 Right0 Peds0 TotalOutIn0 0 0 Peak Hour Begins at 04:00 PM Unshifted Peak Hour Data North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-belleview Site Code : 00000000 Start Date : 1/16/2020 Page No : 1 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleview Date: 1/16/2020 Technician: DL, MG Groups Printed- Unshifted Ft Harrison From North Belleview From East Ft Harrison From South Belleview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 31 90 1 0 122 0211 426424 1 9112 1 62 1 76 293 07:15 AM 35 107 1 0 143 0141 60 175 18 0 193 8174083425 07:30 AM 51 88 2 0 141 4101 60 161 12 0 173 8155367387 07:45 AM 49 99 0 0 148 1010 22 191 18 1 212 9370183445 Total 166 384 4 0 554 5 4 6 3 18 4 591 72 2 669 37 6 261 5 309 1550 08:00 AM 36 95 2 0 133 2010 30 146 15 0 161 8270080377 08:15 AM 42 60 2 1 105 2440100 165 14 1 180 9079189384 08:30 AM 58 96 3 0 157 1420 70 176 21 0 197 9185095456 08:45 AM 0000 00000 01 121 16 0 138 12 1 67 0 80 218 Total 136 251 7 1 395 5 8 7 0 20 1 608 66 1 676 38 4 301 1 344 1435 *** BREAK *** 10:45 AM 28 52 25 3 108 4034110000 03 102 10 0 115 234 Total 28 52 25 3 108 4 0 3 4 11 0 0 0 0 0 3 102 10 0 115 234 11:00 AM 23 108 14 4 149 3123 90 100 11 0 111 83536 1 80349 11:15 AM 56 141 6 0 203 4215125 104 12 0 121 8053364400 11:30 AM 56 140 5 0 201 1120 42 106 13 0 121 20 1 57 2 80 406 11:45 AM 45 127 7 0 179 54472038212 2 9914 3 43 1 61 359 Total 180 516 32 4 732 13 8 9 15 45 10 392 48 2 452 50 39 189 7 285 1514 12:00 PM 65 141 2 2 210 21271221 83 10 0 114 17 11 52 0 80 416 12:15 PM 49 132 1 7 189 2210 51 121 11 0 133 16 4 33 2 55 382 12:30 PM 51 78 4 7 140 10230150 126 12 1 139 8266076370 *** BREAK *** Total 165 351 7 16 539 14 5 6 7 32 22 330 33 1 386 41 17 151 2 211 1168 *** BREAK *** 03:45 PM 71 144 1 3 219 2140 74 100 21 0 125 18 3 57 0 78 429 Total 71 144 1 3 219 2 1 4 0 7 4 100 21 0 125 18 3 57 0 78 429 04:00 PM 75 163 1 0 239 3360122 123 18 0 143 15 0 62 2 79 473 04:15 PM 83 140 1 3 227 2130 619211 0104 9077086423 04:30 PM 77 179 1 1 258 3110 54 106 15 0 125 7049056444 04:45 PM 75 175 2 6 258 2312 80 107 3 1 111 12 0 50 1 63 440 Total 310 657 5 10 982 10 8 11 2 31 7 428 47 1 483 43 0 238 3 284 1780 05:00 PM 100 182 1 0 283 0101 22 102 9 0 113 13 2 58 0 73 471 05:15 PM 69 123 1 2 195 0431 818021 0102 5371180385 05:30 PM 0000 00000 01 120 9 0 130 8038046176 Grand Total 1225 2660 83 39 4007 53 39 49 33 174 52 2751 326 7 3136 256 176 1374 19 1825 9142 Apprch %30.6 66.4 2.1 1 30.5 22.4 28.2 19 1.7 87.7 10.4 0.2 14 9.6 75.3 1 Total %13.4 29.1 0.9 0.4 43.8 0.6 0.4 0.5 0.4 1.9 0.6 30.1 3.6 0.1 34.3 2.8 1.9 15 0.2 20 City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-belleview Site Code : 00000000 Start Date : 1/16/2020 Page No : 2 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleview Date: 1/16/2020 Technician: DL, MG Ft Harrison Belleview Belleview Ft Harrison Right1225 Thru2660 Left83 Peds39 InOut Total4178 4007 8185 Right53 Thru39 Left49 Peds33 OutTotalIn311 174 485 Left 326 Thru 2751 Right 52 Peds 7 Out TotalIn 2965 3136 6101 Left1374 Thru176 Right256 Peds19 TotalOutIn1590 1825 3415 1/16/2020 07:00 AM1/16/2020 05:30 PM Unshifted North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-belleview Site Code : 00000000 Start Date : 1/16/2020 Page No : 3 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleview Date: 1/16/2020 Technician: DL, MG Ft Harrison From North Belleview From East Ft Harrison From South Belleview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 75 163 1 0 239 3360 12 2 123 18 0 143 15 062 2 79 473 04:15 PM 83 140 1 3 227 2130 619211 0104 9077 0 86 423 04:30 PM 77 179 11258 3110 54 106 15 0 125 7049056444 04:45 PM 75 175 26258 2312 8 0 107 3 1 111 12 0 50 1 63 440 Total Volume 310 657 5 10 982 10 8 11 2 31 7 428 47 1 483 43 0 238 3 284 1780 % App. Total 31.6 66.9 0.5 1 32.3 25.8 35.5 6.5 1.4 88.6 9.7 0.2 15.1 0 83.8 1.1 PHF .934 .918 .625 .417 .952 .833 .667 .458 .250 .646 .438 .870 .653 .250 .844 .717 .000 .773 .375 .826 .941 Ft Harrison Belleview Belleview Ft Harrison Right 310 Thru 657 Left 5 Peds 10 InOut Total 676 982 1658 Right10 Thru8 Left11 Peds2 OutTotalIn12 31 43 Left47 Thru428 Right7 Peds1 Out TotalIn711 483 1194 Left238 Thru0 Right43 Peds3 TotalOutIn365 284 649 Peak Hour Begins at 04:00 PM Unshifted Peak Hour Data North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-lakeview Site Code : 00000000 Start Date : 1/14/2020 Page No : 1 Project: Ft Harrison corridor study Location: Ft Harrison @ Lakeview Rd Date: 1/14/2020 Technician: DL, MG Groups Printed- Unshifted Ft Harrison From North Lakeview From East Ft Harrison From South Lakeview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 076 2 0 78 402903361 133 0 0 194 0002 2307 07:15 AM 094 3 0 97 705005757 160 0 0 217 0101 2373 07:30 AM 092 3 0 9514 0 47 0 61 83 183 0 1 267 0003 3426 07:45 AM 287 5 0 9415 1 75 1 92 59 178 7 0 244 0000 0430 Total 2 349 13 0 364 40 1 201 1 243 260 654 7 1 922 0 1 0 6 7 1536 08:00 AM 075 2 0 7712 1 59 1 73 44 177 0 0 221 1001 2373 08:15 AM 0 98 2 0 100 16 3 66 0 85 52 159 0 0 211 0001 1397 08:30 AM 090 6 0 96 904515552 175 2 0 229 1101 3383 08:45 AM 186 6 0 9318 0 73 0 91 70 162 0 0 232 2101 4420 Total 1 349 16 0 366 55 4 243 2 304 218 673 2 0 893 4 2 0 4 10 1573 *** BREAK *** 11:00 AM 1 128 11 0 140 13 0 54 0 67 51 142 0 0 193 2102 5405 11:15 AM 0 145 13 0 158 10 0 50 1 61 55 120 0 0 175 1001 2396 11:30 AM 2 135 7 0 144 19 0 42 0 61 55 100 1 0 156 1201 4365 11:45 AM 0 127 15 0 142 715015941 114 0 0 155 1105 7363 Total 3 535 46 0 584 49 1 196 2 248 202 476 1 0 679 5 4 0 9 18 1529 12:00 PM 0 136 15 0 151 19 2 58 1 80 60 114 2 2 178 300912421 12:15 PM 0 109 14 0 123 14 0 47 0 61 44 118 3 0 165 1011 3352 12:30 PM 2 116 14 0 132 13 0 65 3 81 57 143 0 0 200 0100 1414 *** BREAK *** Total 2 361 43 0 406 46 2 170 4 222 161 375 5 2 543 4 1 1 10 16 1187 *** BREAK *** 04:00 PM 0 170 13 0 183 10 0 61 1 72 70 93 0 0 163 1000 1419 04:15 PM 1 171 23 0 195 906117175 90 0 0 165 0010 1432 04:30 PM 2 166 8 1 177 704956160 100 0 0 160 1014 6404 04:45 PM 1 187 8 0 196 306717187 122 0 0 209 0004 4480 Total 4 694 52 1 751 29 0 238 8 275 292 405 0 0 697 2 0 2 8 12 1735 05:00 PM 0 207 21 0 228 406607073 98 0 0 171 1001 2471 05:15 PM 0 160 8 0 168 807028068 105 0 0 173 0000 0421 05:30 PM 0 151 7 1 159 206727167 128 0 0 195 0004 4429 05:45 PM 0 124 3 0 127 905806759 103 0 0 162 0000 0356 Total 0 642 39 1 682 23 0 261 4 288 267 434 0 0 701 1 0 0 5 6 1677 Grand Total 12 2930 209 2 3153 242 8 1309 21 1580 1400 3017 15 3 4435 16 8 3 42 69 9237 Apprch %0.4 92.9 6.6 0.1 15.3 0.5 82.8 1.3 31.6 68 0.3 0.1 23.2 11.6 4.3 60.9 Total %0.1 31.7 2.3 0 34.1 2.6 0.1 14.2 0.2 17.1 15.2 32.7 0.2 0 48 0.2 0.1 0 0.5 0.7 City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-lakeview Site Code : 00000000 Start Date : 1/14/2020 Page No : 2 Project: Ft Harrison corridor study Location: Ft Harrison @ Lakeview Rd Date: 1/14/2020 Technician: DL, MG Ft Harrison Lakeview Lakeview Ft Harrison Right12 Thru2930 Left209 Peds2 InOut Total3262 3153 6415 Right242 Thru8 Left1309 Peds21 OutTotalIn1617 1580 3197 Left 15 Thru 3017 Right 1400 Peds 3 Out TotalIn 4255 4435 8690 Left3 Thru8 Right16 Peds42 TotalOutIn35 69 104 1/14/2020 07:00 AM1/14/2020 05:45 PM Unshifted North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-lakeview Site Code : 00000000 Start Date : 1/14/2020 Page No : 3 Project: Ft Harrison corridor study Location: Ft Harrison @ Lakeview Rd Date: 1/14/2020 Technician: DL, MG Ft Harrison From North Lakeview From East Ft Harrison From South Lakeview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 187 8 0 196 306717187 122 0 0 209 00044480 05:00 PM 0 207 21 0 228 406607073 98 0 0 171 1 001 2471 05:15 PM 0 160 8 0 168 8 0 70 2 80 68 105 0 0 173 0000 0421 05:30 PM 0 151 7 1 159 206727167 128 0 0 195 0004 4429 Total Volume 1 705 44 1 751 17 0 270 5 292 295 453 0 0 748 1 0 0 9 10 1801 % App. Total 0.1 93.9 5.9 0.1 5.8 0 92.5 1.7 39.4 60.6 0 0 10 0 0 90 PHF .250 .851 .524 .250 .823 .531 .000 .964 .625 .913 .848 .885 .000 .000 .895 .250 .000 .000 .563 .625 .938 Ft Harrison Lakeview Lakeview Ft Harrison Right 1 Thru 705 Left 44 Peds 1 InOut Total 470 751 1221 Right17 Thru0 Left270 Peds5 OutTotalIn339 292 631 Left0 Thru453 Right295 Peds0 Out TotalIn976 748 1724 Left0 Thru0 Right1 Peds9 TotalOutIn1 10 11 Peak Hour Begins at 04:45 PM Unshifted Peak Hour Data North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleair Date: 1/24/2020 Technician: DL Groups Printed- Unshifted Ft Harrison From North Belleair From East Ft Harrison From South Belleair From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 06:45 AM 07523 0 9835013392 111 0 0 113 0000 0250 Total 0 75 23 0 98 35 0 1 3 39 2 111 0 0 113 0 0 0 0 0 250 07:00 AM 07132 010329 3 2 24 58 4 124 0 0 128 0000 0289 07:15 AM 09516 011154045631 150 0 0 151 0000 0325 07:30 AM 0 102 16 0 118 57 2 3 15 77 3 143 0 0 146 0000 0341 07:45 AM 07713 0 9042 2 11 2 57 3 110 0 0 113 0000 0260 Total 0 345 77 0 422 182 7 20 46 255 11 527 0 0 538 0 0 0 0 0 1215 08:00 AM 09117 010869096841 129 0 1 131 0000 0323 08:15 AM 0 109 22 0 131 64080722 124 0 0 126 0000 0329 08:30 AM 08127 010836050413 125 0 0 128 0000 0277 *** BREAK *** Total 0 281 66 0 347 169 0 22 6 197 6 378 0 1 385 0 0 0 0 0 929 *** BREAK *** 10:45 AM 0 114 38 0 152 31061387 110 0 0 117 0000 0307 Total 0 114 38 0 152 31 0 6 1 38 7 110 0 0 117 0 0 0 0 0 307 *** BREAK *** 11:15 AM 0 134 35 0 169 40 1 11 1 53 188 0 0 89 0000 0311 11:30 AM 0 124 29 0 153 40153493 115 0 0 118 0000 0320 11:45 AM 0 150 39 0 189 31155428 94 0 0 102 0000 0333 Total 0 408 103 0 511 111 3 21 9 144 12 297 0 0 309 0 0 0 0 0 964 12:00 PM 0 126 33 0 159 35 0 16 0 51 11 132 0 0 143 0000 0353 12:15 PM 0 109 39 0 148 40 1 10 3 54 9 116 0 0 125 0000 0327 12:30 PM 0 114 36 0 150 44 0 19 0 63 21 101 0 0 122 0000 0335 12:45 PM 0 104 32 0 136 44080522 102 0 0 104 0000 0292 Total 0 453 140 0 593 163 1 53 3 220 43 451 0 0 494 0 0 0 0 0 1307 *** BREAK *** 03:45 PM 0 127 48 0 175 31 0 13 2 46 5 107 0 0 112 0000 0333 Total 0 127 48 0 175 31 0 13 2 46 5 107 0 0 112 0 0 0 0 0 333 04:00 PM 0 157 35 0 192 21090308 126 0 0 134 0000 0356 04:15 PM 0 166 43 0 209 26 0 17 3 46 3 97 0 0 100 0000 0355 04:30 PM 0 158 30 0 188 2305129392 0 0 95 0000 0312 04:45 PM 0 165 62 0 227 28062366 118 0 0 124 0000 0387 Total 0 646 170 0 816 98 0 37 6 141 20 433 0 0 453 0 0 0 0 0 1410 05:00 PM 0 151 42 0 193 19070263 109 0 0 112 0000 0331 05:15 PM 0 127 32 0 159 16050211 116 0 0 117 0000 0297 05:30 PM 08931 112134 0 13 3 50 872 0 0 80 0000 0251 Grand Total 0 2816 770 1 3587 889 11 198 79 1177 118 2711 0 1 2830 0000 07594 Apprch %0 78.5 21.5 0 75.5 0.9 16.8 6.7 4.2 95.8 00 0000 Total %0 37.1 10.1 0 47.2 11.7 0.1 2.6 1 15.5 1.6 35.7 0 0 37.3 0000 0 City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleair Date: 1/24/2020 Technician: DL Ft Harrison Belleair Belleair Ft Harrison Right0 Thru2816 Left770 Peds1 InOut Total3600 3587 7187 Right889 Thru11 Left198 Peds79 OutTotalIn888 1177 2065 Left 0 Thru 2711 Right 118 Peds 1 Out TotalIn 3014 2830 5844 Left0 Thru0 Right0 Peds0 TotalOutIn11 0 11 1/23/2020 06:45 AM1/23/2020 05:30 PM Unshifted North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleair Date: 1/24/2020 Technician: DL Ft Harrison From North Belleair From East Ft Harrison From South Belleair From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 06:45 AM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 0 157 35 0 192 21090308 126 00134 0000 0356 04:15 PM 0 166 43 0 209 26 0 17 3 46 3 97 0 0 100 0000 0355 04:30 PM 0 158 30 0 188 2305129392 0 0 95 0000 0312 04:45 PM 0 165 62 0 227 28 062366 118 0 0 124 0000 0387 Total Volume 0 646 170 0 816 98 0 37 6 141 20 433 0 0 453 0 0 0 0 0 1410 % App. Total 0 79.2 20.8 0 69.5 0 26.2 4.3 4.4 95.6 0 0 0 0 0 0 PHF .000 .973 .685 .000 .899 .875 .000 .544 .500 .766 .625 .859 .000 .000 .845 .000 .000 .000 .000 .000 .911 Ft Harrison Belleair Belleair Ft Harrison Right 0 Thru 646 Left 170 Peds 0 InOut Total 531 816 1347 Right98 Thru0 Left37 Peds6 OutTotalIn190 141 331 Left0 Thru433 Right20 Peds0 Out TotalIn683 453 1136 Left0 Thru0 Right0 Peds0 TotalOutIn0 0 0 Peak Hour Begins at 04:00 PM Unshifted Peak Hour Data North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-belleview Site Code : 00000000 Start Date : 1/16/2020 Page No : 1 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleview Date: 1/16/2020 Technician: DL, MG Groups Printed- Unshifted Ft Harrison From North Belleview From East Ft Harrison From South Belleview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 31 90 1 0 122 0211 426424 1 9112 1 62 1 76 293 07:15 AM 35 107 1 0 143 0141 60 175 18 0 193 8174083425 07:30 AM 51 88 2 0 141 4101 60 161 12 0 173 8155367387 07:45 AM 49 99 0 0 148 1010 22 191 18 1 212 9370183445 Total 166 384 4 0 554 5 4 6 3 18 4 591 72 2 669 37 6 261 5 309 1550 08:00 AM 36 95 2 0 133 2010 30 146 15 0 161 8270080377 08:15 AM 42 60 2 1 105 2440100 165 14 1 180 9079189384 08:30 AM 58 96 3 0 157 1420 70 176 21 0 197 9185095456 08:45 AM 0000 00000 01 121 16 0 138 12 1 67 0 80 218 Total 136 251 7 1 395 5 8 7 0 20 1 608 66 1 676 38 4 301 1 344 1435 *** BREAK *** 10:45 AM 28 52 25 3 108 4034110000 03 102 10 0 115 234 Total 28 52 25 3 108 4 0 3 4 11 0 0 0 0 0 3 102 10 0 115 234 11:00 AM 23 108 14 4 149 3123 90 100 11 0 111 83536 1 80349 11:15 AM 56 141 6 0 203 4215125 104 12 0 121 8053364400 11:30 AM 56 140 5 0 201 1120 42 106 13 0 121 20 1 57 2 80 406 11:45 AM 45 127 7 0 179 54472038212 2 9914 3 43 1 61 359 Total 180 516 32 4 732 13 8 9 15 45 10 392 48 2 452 50 39 189 7 285 1514 12:00 PM 65 141 2 2 210 21271221 83 10 0 114 17 11 52 0 80 416 12:15 PM 49 132 1 7 189 2210 51 121 11 0 133 16 4 33 2 55 382 12:30 PM 51 78 4 7 140 10230150 126 12 1 139 8266076370 *** BREAK *** Total 165 351 7 16 539 14 5 6 7 32 22 330 33 1 386 41 17 151 2 211 1168 *** BREAK *** 03:45 PM 71 144 1 3 219 2140 74 100 21 0 125 18 3 57 0 78 429 Total 71 144 1 3 219 2 1 4 0 7 4 100 21 0 125 18 3 57 0 78 429 04:00 PM 75 163 1 0 239 3360122 123 18 0 143 15 0 62 2 79 473 04:15 PM 83 140 1 3 227 2130 619211 0104 9077086423 04:30 PM 77 179 1 1 258 3110 54 106 15 0 125 7049056444 04:45 PM 75 175 2 6 258 2312 80 107 3 1 111 12 0 50 1 63 440 Total 310 657 5 10 982 10 8 11 2 31 7 428 47 1 483 43 0 238 3 284 1780 05:00 PM 100 182 1 0 283 0101 22 102 9 0 113 13 2 58 0 73 471 05:15 PM 69 123 1 2 195 0431 818021 0102 5371180385 05:30 PM 0000 00000 01 120 9 0 130 8038046176 Grand Total 1225 2660 83 39 4007 53 39 49 33 174 52 2751 326 7 3136 256 176 1374 19 1825 9142 Apprch %30.6 66.4 2.1 1 30.5 22.4 28.2 19 1.7 87.7 10.4 0.2 14 9.6 75.3 1 Total %13.4 29.1 0.9 0.4 43.8 0.6 0.4 0.5 0.4 1.9 0.6 30.1 3.6 0.1 34.3 2.8 1.9 15 0.2 20 City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-belleview Site Code : 00000000 Start Date : 1/16/2020 Page No : 2 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleview Date: 1/16/2020 Technician: DL, MG Ft Harrison Belleview Belleview Ft Harrison Right1225 Thru2660 Left83 Peds39 InOut Total4178 4007 8185 Right53 Thru39 Left49 Peds33 OutTotalIn311 174 485 Left 326 Thru 2751 Right 52 Peds 7 Out TotalIn 2965 3136 6101 Left1374 Thru176 Right256 Peds19 TotalOutIn1590 1825 3415 1/16/2020 07:00 AM1/16/2020 05:30 PM Unshifted North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-belleview Site Code : 00000000 Start Date : 1/16/2020 Page No : 3 Project: Ft Harrison corridor study Location: Ft Harrison @ Belleview Date: 1/16/2020 Technician: DL, MG Ft Harrison From North Belleview From East Ft Harrison From South Belleview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 05:30 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:00 PM 04:00 PM 75 163 1 0 239 3360 12 2 123 18 0 143 15 062 2 79 473 04:15 PM 83 140 1 3 227 2130 619211 0104 9077 0 86 423 04:30 PM 77 179 11258 3110 54 106 15 0 125 7049056444 04:45 PM 75 175 26258 2312 8 0 107 3 1 111 12 0 50 1 63 440 Total Volume 310 657 5 10 982 10 8 11 2 31 7 428 47 1 483 43 0 238 3 284 1780 % App. Total 31.6 66.9 0.5 1 32.3 25.8 35.5 6.5 1.4 88.6 9.7 0.2 15.1 0 83.8 1.1 PHF .934 .918 .625 .417 .952 .833 .667 .458 .250 .646 .438 .870 .653 .250 .844 .717 .000 .773 .375 .826 .941 Ft Harrison Belleview Belleview Ft Harrison Right 310 Thru 657 Left 5 Peds 10 InOut Total 676 982 1658 Right10 Thru8 Left11 Peds2 OutTotalIn12 31 43 Left47 Thru428 Right7 Peds1 Out TotalIn711 483 1194 Left238 Thru0 Right43 Peds3 TotalOutIn365 284 649 Peak Hour Begins at 04:00 PM Unshifted Peak Hour Data North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-lakeview Site Code : 00000000 Start Date : 1/14/2020 Page No : 1 Project: Ft Harrison corridor study Location: Ft Harrison @ Lakeview Rd Date: 1/14/2020 Technician: DL, MG Groups Printed- Unshifted Ft Harrison From North Lakeview From East Ft Harrison From South Lakeview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 07:00 AM 076 2 0 78 402903361 133 0 0 194 0002 2307 07:15 AM 094 3 0 97 705005757 160 0 0 217 0101 2373 07:30 AM 092 3 0 9514 0 47 0 61 83 183 0 1 267 0003 3426 07:45 AM 287 5 0 9415 1 75 1 92 59 178 7 0 244 0000 0430 Total 2 349 13 0 364 40 1 201 1 243 260 654 7 1 922 0 1 0 6 7 1536 08:00 AM 075 2 0 7712 1 59 1 73 44 177 0 0 221 1001 2373 08:15 AM 0 98 2 0 100 16 3 66 0 85 52 159 0 0 211 0001 1397 08:30 AM 090 6 0 96 904515552 175 2 0 229 1101 3383 08:45 AM 186 6 0 9318 0 73 0 91 70 162 0 0 232 2101 4420 Total 1 349 16 0 366 55 4 243 2 304 218 673 2 0 893 4 2 0 4 10 1573 *** BREAK *** 11:00 AM 1 128 11 0 140 13 0 54 0 67 51 142 0 0 193 2102 5405 11:15 AM 0 145 13 0 158 10 0 50 1 61 55 120 0 0 175 1001 2396 11:30 AM 2 135 7 0 144 19 0 42 0 61 55 100 1 0 156 1201 4365 11:45 AM 0 127 15 0 142 715015941 114 0 0 155 1105 7363 Total 3 535 46 0 584 49 1 196 2 248 202 476 1 0 679 5 4 0 9 18 1529 12:00 PM 0 136 15 0 151 19 2 58 1 80 60 114 2 2 178 300912421 12:15 PM 0 109 14 0 123 14 0 47 0 61 44 118 3 0 165 1011 3352 12:30 PM 2 116 14 0 132 13 0 65 3 81 57 143 0 0 200 0100 1414 *** BREAK *** Total 2 361 43 0 406 46 2 170 4 222 161 375 5 2 543 4 1 1 10 16 1187 *** BREAK *** 04:00 PM 0 170 13 0 183 10 0 61 1 72 70 93 0 0 163 1000 1419 04:15 PM 1 171 23 0 195 906117175 90 0 0 165 0010 1432 04:30 PM 2 166 8 1 177 704956160 100 0 0 160 1014 6404 04:45 PM 1 187 8 0 196 306717187 122 0 0 209 0004 4480 Total 4 694 52 1 751 29 0 238 8 275 292 405 0 0 697 2 0 2 8 12 1735 05:00 PM 0 207 21 0 228 406607073 98 0 0 171 1001 2471 05:15 PM 0 160 8 0 168 807028068 105 0 0 173 0000 0421 05:30 PM 0 151 7 1 159 206727167 128 0 0 195 0004 4429 05:45 PM 0 124 3 0 127 905806759 103 0 0 162 0000 0356 Total 0 642 39 1 682 23 0 261 4 288 267 434 0 0 701 1 0 0 5 6 1677 Grand Total 12 2930 209 2 3153 242 8 1309 21 1580 1400 3017 15 3 4435 16 8 3 42 69 9237 Apprch %0.4 92.9 6.6 0.1 15.3 0.5 82.8 1.3 31.6 68 0.3 0.1 23.2 11.6 4.3 60.9 Total %0.1 31.7 2.3 0 34.1 2.6 0.1 14.2 0.2 17.1 15.2 32.7 0.2 0 48 0.2 0.1 0 0.5 0.7 City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-lakeview Site Code : 00000000 Start Date : 1/14/2020 Page No : 2 Project: Ft Harrison corridor study Location: Ft Harrison @ Lakeview Rd Date: 1/14/2020 Technician: DL, MG Ft Harrison Lakeview Lakeview Ft Harrison Right12 Thru2930 Left209 Peds2 InOut Total3262 3153 6415 Right242 Thru8 Left1309 Peds21 OutTotalIn1617 1580 3197 Left 15 Thru 3017 Right 1400 Peds 3 Out TotalIn 4255 4435 8690 Left3 Thru8 Right16 Peds42 TotalOutIn35 69 104 1/14/2020 07:00 AM1/14/2020 05:45 PM Unshifted North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 File Name : ft harrison-lakeview Site Code : 00000000 Start Date : 1/14/2020 Page No : 3 Project: Ft Harrison corridor study Location: Ft Harrison @ Lakeview Rd Date: 1/14/2020 Technician: DL, MG Ft Harrison From North Lakeview From East Ft Harrison From South Lakeview From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total Peak Hour Analysis From 07:00 AM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:45 PM 04:45 PM 1 187 8 0 196 306717187 122 0 0 209 00044480 05:00 PM 0 207 21 0 228 406607073 98 0 0 171 1 001 2471 05:15 PM 0 160 8 0 168 8 0 70 2 80 68 105 0 0 173 0000 0421 05:30 PM 0 151 7 1 159 206727167 128 0 0 195 0004 4429 Total Volume 1 705 44 1 751 17 0 270 5 292 295 453 0 0 748 1 0 0 9 10 1801 % App. Total 0.1 93.9 5.9 0.1 5.8 0 92.5 1.7 39.4 60.6 0 0 10 0 0 90 PHF .250 .851 .524 .250 .823 .531 .000 .964 .625 .913 .848 .885 .000 .000 .895 .250 .000 .000 .563 .625 .938 Ft Harrison Lakeview Lakeview Ft Harrison Right 1 Thru 705 Left 44 Peds 1 InOut Total 470 751 1221 Right17 Thru0 Left270 Peds5 OutTotalIn339 292 631 Left0 Thru453 Right295 Peds0 Out TotalIn976 748 1724 Left0 Thru0 Right1 Peds9 TotalOutIn1 10 11 Peak Hour Begins at 04:45 PM Unshifted Peak Hour Data North City of Cl ear wat er Tr affi c Oper ati ons 100 S. Myrtle Ave Clearwater, FL 33756 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: SB S Fort Harrison Ave N of Belleview Blvd QC JOB #: QC JOB #: 15067718 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: SB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 8 2019 - Oct 10 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile8 Oct 19 9 Oct 19 10 Oct 19 12:00 AM 34 47 50 44 44 01:00 AM 26 29 32 29 29 02:00 AM 17 17 21 18 18 03:00 AM 12 17 20 16 16 04:00 AM 26 22 25 24 24 05:00 AM 54 54 54 54 54 06:00 AM 237 215 218 223 223 07:00 AM 553 552 584 563 563 08:00 AM 631 637 580 616 616 09:00 AM 669 634 632 645 645 10:00 AM 663 739 767 723 723 11:00 AM 701701 742742 897897 780780 780780 12:00 PM 764 784 724 757 757 01:00 PM 742 670 709 707 707 02:00 PM 874 796 873 848 848 03:00 PM 993 931 970 965 965 04:00 PM 10501050 10331033 11071107 10631063 10631063 05:00 PM 903 924 974 934 934 06:00 PM 555 549 644 583 583 07:00 PM 484 467 484 478 478 08:00 PM 299 338 319 319 319 09:00 PM 209 235 242 229 229 10:00 PM 147 175 200 174 174 11:00 PM 100 138 123 120 120 Day TotalDay Total 10743 10745 11249 10912 10912 % Weekday Average 98.5% 98.5% 103.1% % Week Average 98.5% 98.5% 103.1%100% AM Peak Volume 11:00 AM 701 11:00 AM 742 11:00 AM 897 11:00 AM 780 11:00 AM 780 PM Peak Volume 4:00 PM 1050 4:00 PM 1033 4:00 PM 1107 4:00 PM 1063 4:00 PM 1063 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: WB Belleview Blvd E of S Fort Harrison Ave QC JOB #: QC JOB #: 15067719 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 8 2019 - Oct 10 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile8 Oct 19 9 Oct 19 10 Oct 19 12:00 AM 1 2 3 2 2 01:00 AM 0 1 0 0 0 02:00 AM 0 1 1 1 1 03:00 AM 0 0 0 0 0 04:00 AM 0 0 0 0 0 05:00 AM 2 2 3 2 2 06:00 AM 9 13 8 10 10 07:00 AM 12 10 1919 14 14 08:00 AM 17 17 17 17 17 09:00 AM 13 23 18 18 18 10:00 AM 2121 14 11 15 15 11:00 AM 18 3535 13 2222 2222 12:00 PM 17 14 8 13 13 01:00 PM 14 12 25 17 17 02:00 PM 18 9 15 14 14 03:00 PM 16 15 15 15 15 04:00 PM 2121 1818 2828 2222 2222 05:00 PM 17 14 9 13 13 06:00 PM 2 10 10 7 7 07:00 PM 8 4 3 5 5 08:00 PM 3 4 9 5 5 09:00 PM 10 2 2 5 5 10:00 PM 2 7 0 3 3 11:00 PM 1 1 2 1 1 Day TotalDay Total 222 228 219 221 221 % Weekday Average 100.5% 103.2% 99.1% % Week Average 100.5% 103.2% 99.1%100% AM Peak Volume 10:00 AM 21 11:00 AM 35 7:00 AM 19 11:00 AM 22 11:00 AM 22 PM Peak Volume 4:00 PM 21 4:00 PM 18 4:00 PM 28 4:00 PM 22 4:00 PM 22 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: NB S Fort Harrison Ave S of Belleview Blvd QC JOB #: QC JOB #: 15067720 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: NB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 8 2019 - Oct 10 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile8 Oct 19 9 Oct 19 10 Oct 19 12:00 AM 15 20 29 21 21 01:00 AM 18 26 18 21 21 02:00 AM 11 11 11 11 11 03:00 AM 23 20 20 21 21 04:00 AM 50 47 48 48 48 05:00 AM 184 202 200 195 195 06:00 AM 476 462 502 480 480 07:00 AM 734734 718718 737737 730730 730730 08:00 AM 634 687 693 671 671 09:00 AM 574 577 613 588 588 10:00 AM 499 512 564 525 525 11:00 AM 498 488 495 494 494 12:00 PM 578578 590590 583 584584 584584 01:00 PM 575 515 590590 560 560 02:00 PM 539 535 532 535 535 03:00 PM 550 513 560 541 541 04:00 PM 502 480 540 507 507 05:00 PM 493 484 461 479 479 06:00 PM 392 378 405 392 392 07:00 PM 216 234 215 222 222 08:00 PM 148 171 165 161 161 09:00 PM 100 124 121 115 115 10:00 PM 82 97 118 99 99 11:00 PM 45 47 50 47 47 Day TotalDay Total 7936 7938 8270 8047 8047 % Weekday Average 98.6% 98.6% 102.8% % Week Average 98.6% 98.6% 102.8%100% AM Peak Volume 7:00 AM 734 7:00 AM 718 7:00 AM 737 7:00 AM 730 7:00 AM 730 PM Peak Volume 12:00 PM 578 12:00 PM 590 1:00 PM 590 12:00 PM 584 12:00 PM 584 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: EB Belleview Blvd W of S Fort Harrison Ave QC JOB #: QC JOB #: 15067721 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: EB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 8 2019 - Oct 10 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile8 Oct 19 9 Oct 19 10 Oct 19 12:00 AM 2 3 5 3 3 01:00 AM 3 3 3 3 3 02:00 AM 2 1 6 3 3 03:00 AM 7 3 4 5 5 04:00 AM 18 13 15 15 15 05:00 AM 39 46 43 43 43 06:00 AM 137 151 143 144 144 07:00 AM 340340 328 319 329329 329329 08:00 AM 298 322 348348 323 323 09:00 AM 283 330330 333 315 315 10:00 AM 262 291 279 277 277 11:00 AM 294 271 281 282 282 12:00 PM 294 301 314 303 303 01:00 PM 311 290 319 307 307 02:00 PM 310 329329 306 315 315 03:00 PM 322322 315 321321 319319 319319 04:00 PM 295 308 303 302 302 05:00 PM 263 272 258 264 264 06:00 PM 168 156 172 165 165 07:00 PM 154 105 150 136 136 08:00 PM 73 86 76 78 78 09:00 PM 48 63 62 58 58 10:00 PM 27 38 40 35 35 11:00 PM 17 18 20 18 18 Day TotalDay Total 3967 4043 4120 4042 4042 % Weekday Average 98.1% 100% 101.9% % Week Average 98.1% 100% 101.9%100% AM Peak Volume 7:00 AM 340 9:00 AM 330 8:00 AM 348 7:00 AM 329 7:00 AM 329 PM Peak Volume 3:00 PM 322 2:00 PM 329 3:00 PM 321 3:00 PM 319 3:00 PM 319 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: SB S Fort Harrison Ave N of Belleair Rd QC JOB #: QC JOB #: 15067722 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: SB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 7 2019 - Oct 9 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile7 Oct 19 8 Oct 19 9 Oct 19 12:00 AM 0 29 40 23 23 01:00 AM 0 23 27 17 17 02:00 AM 0 17 18 12 12 03:00 AM 0 9 15 8 8 04:00 AM 2 20 17 13 13 05:00 AM 2 58 50 37 37 06:00 AM 0 218 202 140 140 07:00 AM 0 439 409 283 283 08:00 AM 23 403 419 282 282 09:00 AM 480 448 450 459 459 10:00 AM 536 517 523 525 525 11:00 AM 549549 530530 547547 542542 542542 12:00 PM 580 556 568 568 568 01:00 PM 526 553 524 534 534 02:00 PM 610 687 577 625 625 03:00 PM 641 707 675 674 674 04:00 PM 744744 761761 813813 773773 773773 05:00 PM 700 686 688 691 691 06:00 PM 410 405 416 410 410 07:00 PM 320 386 351 352 352 08:00 PM 205 220 237 221 221 09:00 PM 137 153 183 158 158 10:00 PM 110 116 133 120 120 11:00 PM 90 83 111 95 95 Day TotalDay Total 6665 8024 7993 7562 7562 % Weekday Average 88.1% 106.1% 105.7% % Week Average 88.1% 106.1% 105.7%100% AM Peak Volume 11:00 AM 549 11:00 AM 530 11:00 AM 547 11:00 AM 542 11:00 AM 542 PM Peak Volume 4:00 PM 744 4:00 PM 761 4:00 PM 813 4:00 PM 773 4:00 PM 773 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: WB Belleair Rd E of S Fort Harrison Ave QC JOB #: QC JOB #: 15067723 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: WB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 8 2019 - Oct 10 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile8 Oct 19 9 Oct 19 10 Oct 19 12:00 AM 19 24 30 24 24 01:00 AM 9 5 11 8 8 02:00 AM 6 8 14 9 9 03:00 AM 9 10 14 11 11 04:00 AM 30 26 18 25 25 05:00 AM 96 101 106 101 101 06:00 AM 250 273 295 273 273 07:00 AM 446446 476476 461 461461 461461 08:00 AM 424 426 477477 442 442 09:00 AM 383 361 378 374 374 10:00 AM 311 332 355 333 333 11:00 AM 292 343 330 322 322 12:00 PM 383 338 361 361 361 01:00 PM 384384 359359 357 367367 367367 02:00 PM 361 335 364364 353 353 03:00 PM 311 338 343 331 331 04:00 PM 288 252 251 264 264 05:00 PM 262 246 249 252 252 06:00 PM 276 215 201 231 231 07:00 PM 121 163 135 140 140 08:00 PM 115 90 78 94 94 09:00 PM 63 74 98 78 78 10:00 PM 66 70 51 62 62 11:00 PM 35 27 32 31 31 Day TotalDay Total 4940 4892 5009 4947 4947 % Weekday Average 99.9% 98.9% 101.3% % Week Average 99.9% 98.9% 101.3%100% AM Peak Volume 7:00 AM 446 7:00 AM 476 8:00 AM 477 7:00 AM 461 7:00 AM 461 PM Peak Volume 1:00 PM 384 1:00 PM 359 2:00 PM 364 1:00 PM 367 1:00 PM 367 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 24 Type of report: Tube Count - Volume Data LOCATION: LOCATION: NB S Fort Harrison Ave S of Belleair Rd QC JOB #: QC JOB #: 15067724 SPECIFIC LOCATION:SPECIFIC LOCATION:DIRECTION: DIRECTION: NB CITY/STATE: CITY/STATE: Clearwater, FL DATE: DATE: Oct 8 2019 - Oct 10 2019 Start TimeStart Time MonMon TueTue WedWed ThuThu FriFri Average Weekday Average Weekday Hourly TrafficHourly Traffic SatSat SunSun Average Week Average Week Hourly TrafficHourly Traffic Average Week ProfileAverage Week Profile8 Oct 19 9 Oct 19 10 Oct 19 12:00 AM 14 17 20 17 17 01:00 AM 15 22 22 20 20 02:00 AM 13 15 4 11 11 03:00 AM 14 12 16 14 14 04:00 AM 31 20 30 27 27 05:00 AM 95 90 85 90 90 06:00 AM 295 294 310 300 300 07:00 AM 514514 483 485 494 494 08:00 AM 476 506506 519519 500500 500500 09:00 AM 424 440 448 437 437 10:00 AM 380 385 433 399 399 11:00 AM 384 382 378 381 381 12:00 PM 451451 440440 438 443443 443443 01:00 PM 421 427 437 428 428 02:00 PM 443 407 466466 439 439 03:00 PM 439 396 423 419 419 04:00 PM 432 375 427 411 411 05:00 PM 388 408 426 407 407 06:00 PM 350 284 317 317 317 07:00 PM 187 213 204 201 201 08:00 PM 136 167 148 150 150 09:00 PM 84 100 103 96 96 10:00 PM 67 72 97 79 79 11:00 PM 39 41 43 41 41 Day TotalDay Total 6092 5996 6279 6121 6121 % Weekday Average 99.5% 98% 102.6% % Week Average 99.5% 98% 102.6%100% AM Peak Volume 7:00 AM 514 8:00 AM 506 8:00 AM 519 8:00 AM 500 8:00 AM 500 PM Peak Volume 12:00 PM 451 12:00 PM 440 2:00 PM 466 12:00 PM 443 12:00 PM 443 Comments: Report generated on 10/21/2019 8:05 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) AM PEAK 2020 EXISTING CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 316 6 36 8 8 6 71 705 2 7 364 192 Future Volume (veh/h) 316 6 36 8 8 6 71 705 2 7 364 192 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 343 7 39 9 9 7 77 766 2 8 396 209 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 465 8 44 223 219 149 515 1096 3 55 1659 766 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.05 0.59 0.59 0.48 0.48 0.48 Sat Flow, veh/h 1263 26 144 541 722 491 1781 1865 5 20 3433 1585 Grp Volume(v), veh/h 389 0 0 25 0 0 77 0 768 215 189 209 Grp Sat Flow(s),veh/h/ln 1433 0 0 1754 0 0 1781 0 1869 1836 1617 1585 Q Serve(g_s), s 20.6 0.0 0.0 0.0 0.0 0.0 1.6 0.0 23.7 0.0 5.6 6.5 Cycle Q Clear(g_c), s 21.4 0.0 0.0 0.8 0.0 0.0 1.6 0.0 23.7 5.5 5.6 6.5 Prop In Lane 0.88 0.10 0.36 0.28 1.00 0.00 0.04 1.00 Lane Grp Cap(c), veh/h 516 0 0 591 0 0 515 0 1099 932 781 766 V/C Ratio(X) 0.75 0.00 0.00 0.04 0.00 0.00 0.15 0.00 0.70 0.23 0.24 0.27 Avail Cap(c_a), veh/h 645 0 0 734 0 0 533 0 1099 932 781 766 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.4 0.0 0.0 20.3 0.0 0.0 8.8 0.0 11.9 12.5 12.5 12.7 Incr Delay (d2), s/veh 3.9 0.0 0.0 0.0 0.0 0.0 0.1 0.0 3.7 0.6 0.7 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 0.0 0.0 0.3 0.0 0.0 0.6 0.0 9.7 2.3 2.1 2.3 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.3 0.0 0.0 20.4 0.0 0.0 9.0 0.0 15.6 13.0 13.2 13.6 LnGrp LOS C A A C AAAABBBB Approach Vol, veh/h 389 25 845 613 Approach Delay, s/veh 31.3 20.4 15.0 13.3 Approach LOS C C B B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 53.0 29.5 8.6 44.4 29.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 48.5 32.5 5.0 39.0 32.5 Max Q Clear Time (g_c+I1), s 25.7 23.4 3.6 8.5 2.8 Green Ext Time (p_c), s 5.9 1.6 0.0 3.3 0.1 Intersection Summary HCM 6th Ctrl Delay 17.9 HCM 6th LOS B AM PEAK 2020 PROPOSED LANE CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 316 6 36 8 8 6 71 705 2 7 364 192 Future Volume (veh/h) 316 6 36 8 8 6 71 705 2 7 364 192 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 343 7 39 9 9 7 77 766 2 8 396 209 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 465 8 44 223 219 149 99 1096 3 298 894 758 Arrive On Green 0.30 0.30 0.30 0.30 0.30 0.30 0.06 0.59 0.59 0.48 0.48 0.48 Sat Flow, veh/h 1263 26 144 541 722 491 1781 1865 5 700 1870 1585 Grp Volume(v), veh/h 389 0 0 25 0 0 77 0 768 8 396 209 Grp Sat Flow(s),veh/h/ln 1433 0 0 1754 0 0 1781 0 1869 700 1870 1585 Q Serve(g_s), s 20.6 0.0 0.0 0.0 0.0 0.0 3.5 0.0 23.7 0.7 11.6 6.5 Cycle Q Clear(g_c), s 21.4 0.0 0.0 0.8 0.0 0.0 3.5 0.0 23.7 15.3 11.6 6.5 Prop In Lane 0.88 0.10 0.36 0.28 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 516 0 0 591 0 0 99 0 1099 298 894 758 V/C Ratio(X) 0.75 0.00 0.00 0.04 0.00 0.00 0.78 0.00 0.70 0.03 0.44 0.28 Avail Cap(c_a), veh/h 645 0 0 734 0 0 108 0 1099 298 894 758 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.4 0.0 0.0 20.3 0.0 0.0 38.5 0.0 11.9 20.4 14.3 13.0 Incr Delay (d2), s/veh 3.9 0.0 0.0 0.0 0.0 0.0 27.7 0.0 3.7 0.2 1.6 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.5 0.0 0.0 0.3 0.0 0.0 2.3 0.0 9.7 0.1 4.9 2.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 31.3 0.0 0.0 20.4 0.0 0.0 66.2 0.0 15.6 20.6 15.9 13.9 LnGrp LOS C A A C AAEABCBB Approach Vol, veh/h 389 25 845 613 Approach Delay, s/veh 31.3 20.4 20.2 15.2 Approach LOS C C C B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 53.0 29.5 9.1 43.9 29.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 48.5 32.5 5.0 39.0 32.5 Max Q Clear Time (g_c+I1), s 25.7 23.4 5.5 17.3 2.8 Green Ext Time (p_c), s 5.9 1.6 0.0 3.2 0.1 Intersection Summary HCM 6th Ctrl Delay 20.9 HCM 6th LOS C AM PEAK 2040 EXISTING CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 379 7 44 10 10 7 85 846 2 9 437 231 Future Volume (veh/h) 379 7 44 10 10 7 85 846 2 9 437 231 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 412 8 48 11 11 8 92 920 2 10 475 251 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 515 9 51 255 251 164 118 1026 2 50 1428 685 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.07 0.55 0.55 0.43 0.43 0.43 Sat Flow, veh/h 1258 24 147 573 720 470 1781 1866 4 18 3303 1585 Grp Volume(v), veh/h 468 0 0 30 0 0 92 0 922 249 236 251 Grp Sat Flow(s),veh/h/ln 1429 0 0 1763 0 0 1781 0 1870 1704 1617 1585 Q Serve(g_s), s 27.0 0.0 0.0 0.0 0.0 0.0 4.5 0.0 38.6 0.4 8.5 9.4 Cycle Q Clear(g_c), s 28.0 0.0 0.0 1.0 0.0 0.0 4.5 0.0 38.6 28.7 8.5 9.4 Prop In Lane 0.88 0.10 0.37 0.27 1.00 0.00 0.04 1.00 Lane Grp Cap(c), veh/h 574 0 0 670 0 0 118 0 1028 779 699 685 V/C Ratio(X) 0.81 0.00 0.00 0.04 0.00 0.00 0.78 0.00 0.90 0.32 0.34 0.37 Avail Cap(c_a), veh/h 603 0 0 701 0 0 202 0 1028 779 699 685 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.7 0.0 0.0 19.1 0.0 0.0 40.5 0.0 17.6 16.4 16.6 16.9 Incr Delay (d2), s/veh 8.2 0.0 0.0 0.0 0.0 0.0 10.5 0.0 12.1 1.1 1.3 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.4 0.0 0.0 0.4 0.0 0.0 2.3 0.0 18.3 3.4 3.3 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.9 0.0 0.0 19.1 0.0 0.0 51.0 0.0 29.7 17.5 17.9 18.4 LnGrp LOS D AABAADACBBB Approach Vol, veh/h 468 30 1014 736 Approach Delay, s/veh 35.9 19.1 31.7 17.9 Approach LOS D B C B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 53.0 35.2 10.4 42.6 35.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 48.5 32.5 10.0 34.0 32.5 Max Q Clear Time (g_c+I1), s 40.6 30.0 6.5 30.7 3.0 Green Ext Time (p_c), s 4.1 0.7 0.1 1.3 0.1 Intersection Summary HCM 6th Ctrl Delay 27.9 HCM 6th LOS C AM PEAK 2040 PROPOSED CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 379 7 44 10 10 7 85 846 2 9 437 231 Future Volume (veh/h) 379 7 44 10 10 7 85 846 2 9 437 231 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 412 8 48 11 11 8 92 920 2 10 475 251 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 515 9 51 255 251 164 118 1026 2 149 810 686 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.07 0.55 0.55 0.43 0.43 0.43 Sat Flow, veh/h 1258 24 147 573 720 470 1781 1866 4 606 1870 1585 Grp Volume(v), veh/h 468 0 0 30 0 0 92 0 922 10 475 251 Grp Sat Flow(s),veh/h/ln 1429 0 0 1763 0 0 1781 0 1870 606 1870 1585 Q Serve(g_s), s 27.0 0.0 0.0 0.0 0.0 0.0 4.5 0.0 38.6 1.3 17.0 9.4 Cycle Q Clear(g_c), s 28.0 0.0 0.0 1.0 0.0 0.0 4.5 0.0 38.6 29.6 17.0 9.4 Prop In Lane 0.88 0.10 0.37 0.27 1.00 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 574 0 0 670 0 0 118 0 1028 149 810 686 V/C Ratio(X) 0.81 0.00 0.00 0.04 0.00 0.00 0.78 0.00 0.90 0.07 0.59 0.37 Avail Cap(c_a), veh/h 603 0 0 701 0 0 151 0 1028 149 810 686 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 27.7 0.0 0.0 19.1 0.0 0.0 40.6 0.0 17.6 35.4 19.0 16.9 Incr Delay (d2), s/veh 8.2 0.0 0.0 0.0 0.0 0.0 17.9 0.0 12.1 0.9 3.1 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 10.4 0.0 0.0 0.4 0.0 0.0 2.5 0.0 18.3 0.2 7.7 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 35.9 0.0 0.0 19.1 0.0 0.0 58.5 0.0 29.7 36.2 22.1 18.4 LnGrp LOS D AABAAEACDCB Approach Vol, veh/h 468 30 1014 736 Approach Delay, s/veh 35.9 19.1 32.3 21.0 Approach LOS D B C C Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 53.0 35.2 10.3 42.7 35.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 48.5 32.5 7.5 36.5 32.5 Max Q Clear Time (g_c+I1), s 40.6 30.0 6.5 31.6 3.0 Green Ext Time (p_c), s 4.1 0.7 0.0 1.8 0.1 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C PM PEAK 2020 EXISTING CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 248 0 45 11 8 10 49 445 7 5 683 322 Future Volume (veh/h) 248 0 45 11 8 10 49 445 7 5 683 322 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 270 0 49 12 9 11 53 484 8 5 742 350 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 402 0 57 203 153 153 79 1143 19 50 1808 824 Arrive On Green 0.26 0.00 0.26 0.26 0.26 0.26 0.04 0.62 0.62 0.52 0.52 0.52 Sat Flow, veh/h 1218 0 221 533 593 590 1781 1835 30 5 3477 1585 Grp Volume(v), veh/h 319 0 0 32 0 0 53 0 492 400 347 350 Grp Sat Flow(s),veh/h/ln 1439 0 0 1717 0 0 1781 0 1865 1865 1617 1585 Q Serve(g_s), s 15.0 0.0 0.0 0.0 0.0 0.0 2.2 0.0 10.3 0.0 10.0 10.4 Cycle Q Clear(g_c), s 16.0 0.0 0.0 1.0 0.0 0.0 2.2 0.0 10.3 10.0 10.0 10.4 Prop In Lane 0.85 0.15 0.37 0.34 1.00 0.02 0.01 1.00 Lane Grp Cap(c), veh/h 459 0 0 509 0 0 79 0 1162 1018 841 824 V/C Ratio(X) 0.69 0.00 0.00 0.06 0.00 0.00 0.67 0.00 0.42 0.39 0.41 0.42 Avail Cap(c_a), veh/h 716 0 0 790 0 0 175 0 1162 1018 841 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 0.0 0.0 21.3 0.0 0.0 35.9 0.0 7.3 11.2 11.2 11.3 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.1 0.0 0.0 9.5 0.0 1.1 1.1 1.5 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 0.0 0.0 0.4 0.0 0.0 1.2 0.0 3.8 4.0 3.6 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.7 0.0 0.0 21.4 0.0 0.0 45.4 0.0 8.5 12.3 12.7 12.9 LnGrp LOS C A A C A A D AABBB Approach Vol, veh/h 319 32 545 1097 Approach Delay, s/veh 28.7 21.4 12.1 12.6 Approach LOS C C B B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 52.0 24.2 7.9 44.1 24.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 47.5 33.5 7.5 35.5 33.5 Max Q Clear Time (g_c+I1), s 12.3 18.0 4.2 12.4 3.0 Green Ext Time (p_c), s 3.5 1.7 0.0 6.4 0.1 Intersection Summary HCM 6th Ctrl Delay 15.2 HCM 6th LOS B PM PEAK 2020 PROPOSED LANE CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 248 0 45 11 8 10 49 445 7 5 683 322 Future Volume (veh/h) 248 0 45 11 8 10 49 445 7 5 683 322 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 270 0 49 12 9 11 53 484 8 5 742 350 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 402 0 57 203 153 153 79 1143 19 536 973 824 Arrive On Green 0.26 0.00 0.26 0.26 0.26 0.26 0.04 0.62 0.62 0.52 0.52 0.52 Sat Flow, veh/h 1218 0 221 533 593 590 1781 1835 30 905 1870 1585 Grp Volume(v), veh/h 319 0 0 32 0 0 53 0 492 5 742 350 Grp Sat Flow(s),veh/h/ln 1439 0 0 1717 0 0 1781 0 1865 905 1870 1585 Q Serve(g_s), s 15.0 0.0 0.0 0.0 0.0 0.0 2.2 0.0 10.3 0.2 24.1 10.4 Cycle Q Clear(g_c), s 16.0 0.0 0.0 1.0 0.0 0.0 2.2 0.0 10.3 2.6 24.1 10.4 Prop In Lane 0.85 0.15 0.37 0.34 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 459 0 0 509 0 0 79 0 1162 536 973 824 V/C Ratio(X) 0.69 0.00 0.00 0.06 0.00 0.00 0.67 0.00 0.42 0.01 0.76 0.42 Avail Cap(c_a), veh/h 716 0 0 790 0 0 175 0 1162 536 973 824 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 0.0 0.0 21.3 0.0 0.0 35.9 0.0 7.3 10.0 14.6 11.3 Incr Delay (d2), s/veh 1.9 0.0 0.0 0.1 0.0 0.0 9.5 0.0 1.1 0.0 5.7 1.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.5 0.0 0.0 0.4 0.0 0.0 1.2 0.0 3.8 0.0 10.5 3.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 28.7 0.0 0.0 21.4 0.0 0.0 45.4 0.0 8.5 10.1 20.2 12.9 LnGrp LOS C A A C A A D A A B C B Approach Vol, veh/h 319 32 545 1097 Approach Delay, s/veh 28.7 21.4 12.1 17.8 Approach LOS C C B B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 52.0 24.2 7.9 44.1 24.2 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 47.5 33.5 7.5 35.5 33.5 Max Q Clear Time (g_c+I1), s 12.3 18.0 4.2 26.1 3.0 Green Ext Time (p_c), s 3.5 1.7 0.0 4.5 0.1 Intersection Summary HCM 6th Ctrl Delay 18.0 HCM 6th LOS B PM PEAK 2040 EXISTING CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 297 0 54 14 10 12 59 534 9 6 820 387 Future Volume (veh/h) 297 0 54 14 10 12 59 534 9 6 820 387 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 323 0 59 15 11 13 64 580 10 7 891 421 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 446 0 66 233 172 172 84 1079 19 49 1686 770 Arrive On Green 0.30 0.00 0.30 0.30 0.30 0.30 0.05 0.59 0.59 0.49 0.49 0.49 Sat Flow, veh/h 1213 0 222 571 574 573 1781 1833 32 7 3472 1585 Grp Volume(v), veh/h 382 0 0 39 0 0 64 0 590 481 417 421 Grp Sat Flow(s),veh/h/ln 1434 0 0 1718 0 0 1781 0 1865 1862 1617 1585 Q Serve(g_s), s 19.2 0.0 0.0 0.0 0.0 0.0 2.9 0.0 15.4 0.0 14.4 15.0 Cycle Q Clear(g_c), s 20.4 0.0 0.0 1.3 0.0 0.0 2.9 0.0 15.4 14.4 14.4 15.0 Prop In Lane 0.85 0.15 0.38 0.33 1.00 0.02 0.01 1.00 Lane Grp Cap(c), veh/h 513 0 0 577 0 0 84 0 1097 949 785 770 V/C Ratio(X) 0.75 0.00 0.00 0.07 0.00 0.00 0.76 0.00 0.54 0.51 0.53 0.55 Avail Cap(c_a), veh/h 675 0 0 755 0 0 166 0 1097 949 785 770 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.8 0.0 0.0 20.2 0.0 0.0 38.0 0.0 10.0 14.4 14.4 14.5 Incr Delay (d2), s/veh 3.2 0.0 0.0 0.0 0.0 0.0 13.1 0.0 1.9 1.9 2.6 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 0.0 0.0 0.5 0.0 0.0 1.5 0.0 6.1 6.1 5.4 5.6 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 30.0 0.0 0.0 20.3 0.0 0.0 51.2 0.0 11.9 16.3 17.0 17.3 LnGrp LOS C A A C A A D ABBBB Approach Vol, veh/h 382 39 654 1319 Approach Delay, s/veh 30.0 20.3 15.7 16.8 Approach LOS C C B B Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 52.0 28.7 8.3 43.7 28.7 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 47.5 33.5 7.5 35.5 33.5 Max Q Clear Time (g_c+I1), s 17.4 22.4 4.9 17.0 3.3 Green Ext Time (p_c), s 4.4 1.8 0.0 7.3 0.2 Intersection Summary HCM 6th Ctrl Delay 18.7 HCM 6th LOS B PM PEAK 2040 PROPOSED CONFIGURATION Synchro 10 Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 297 0 54 14 10 12 59 534 9 6 820 387 Future Volume (veh/h) 297 0 54 14 10 12 59 534 9 6 820 387 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 323 0 59 15 11 13 64 580 10 7 891 421 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, %222222222222 Cap, veh/h 391 0 58 207 153 152 82 1171 20 470 1015 860 Arrive On Green 0.26 0.00 0.26 0.26 0.26 0.26 0.05 0.64 0.64 0.54 0.54 0.54 Sat Flow, veh/h 1217 0 222 581 586 583 1781 1833 32 826 1870 1585 Grp Volume(v), veh/h 382 0 0 39 0 0 64 0 590 7 891 421 Grp Sat Flow(s),veh/h/ln 1439 0 0 1750 0 0 1781 0 1865 826 1870 1585 Q Serve(g_s), s 22.0 0.0 0.0 0.0 0.0 0.0 3.2 0.0 15.0 0.4 37.4 14.9 Cycle Q Clear(g_c), s 23.5 0.0 0.0 1.5 0.0 0.0 3.2 0.0 15.0 6.8 37.4 14.9 Prop In Lane 0.85 0.15 0.38 0.33 1.00 0.02 1.00 1.00 Lane Grp Cap(c), veh/h 449 0 0 512 0 0 82 0 1191 470 1015 860 V/C Ratio(X) 0.85 0.00 0.00 0.08 0.00 0.00 0.78 0.00 0.50 0.01 0.88 0.49 Avail Cap(c_a), veh/h 449 0 0 512 0 0 101 0 1191 470 1015 860 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I)1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 0.0 0.0 25.1 0.0 0.0 42.5 0.0 8.6 12.7 18.0 12.8 Incr Delay (d2), s/veh 14.3 0.0 0.0 0.1 0.0 0.0 26.1 0.0 1.5 0.1 10.7 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 9.9 0.0 0.0 0.6 0.0 0.0 2.0 0.0 5.8 0.1 17.6 5.4 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 47.6 0.0 0.0 25.2 0.0 0.0 68.6 0.0 10.1 12.7 28.6 14.8 LnGrp LOS D A A C AAEABBCB Approach Vol, veh/h 382 39 654 1319 Approach Delay, s/veh 47.6 25.2 15.8 24.1 Approach LOS D C B C Timer - Assigned Phs 2 4 5 6 8 Phs Duration (G+Y+Rc), s 62.0 28.0 8.6 53.4 28.0 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 57.5 23.5 5.1 47.9 23.5 Max Q Clear Time (g_c+I1), s 17.0 25.5 5.2 39.4 3.5 Green Ext Time (p_c), s 4.6 0.0 0.0 5.1 0.1 Intersection Summary HCM 6th Ctrl Delay 25.6 HCM 6th LOS C 8 Bureau of Economics and Business Research, Florida Population Stuides, Bulletin 183 Projections of Florida Population by County, 2020–2045, with Estimates for 2018 (continued) County Estimates Projections, April 1 and State April 1, 2018 2020 2025 2030 2035 2040 2045 MIAMI-DADE 2,779,322 Low 2,743,000 2,830,000 2,889,800 2,926,300 2,950,700 2,955,700 Medium 2,861,600 3,040,300 3,190,200 3,315,900 3,427,200 3,523,500 High 2,971,500 3,230,900 3,478,000 3,706,300 3,926,700 4,127,200 MONROE 73,940 Low 71,000 69,300 67,500 65,700 63,900 62,100 Medium 74,000 74,200 74,300 74,400 74,600 74,700 High 77,000 79,300 81,700 84,100 86,200 88,200 NASSAU 82,748 Low 81,100 85,300 88,300 90,500 91,300 91,300 Medium 86,400 94,800 102,100 108,600 113,900 118,600 High 91,400 103,200 114,700 126,400 136,800 147,100 OKALOOSA 198,152 Low 192,200 194,300 195,200 194,700 193,300 191,400 Medium 202,600 212,100 220,400 227,400 233,400 239,100 High 212,500 228,800 245,000 260,800 275,300 290,200 OKEECHOBEE 41,120 Low 39,900 39,600 39,100 38,600 38,000 37,400 Medium 41,500 42,400 43,100 43,600 44,200 44,700 High 43,200 45,300 47,400 49,400 51,300 53,200 ORANGE 1,349,597 Low 1,341,400 1,433,400 1,498,900 1,543,400 1,575,400 1,595,500 Medium 1,415,500 1,568,100 1,694,000 1,799,300 1,891,800 1,975,300 High 1,482,700 1,679,100 1,862,600 2,032,000 2,195,700 2,352,400 OSCEOLA 352,496 Low 356,500 399,500 432,200 457,100 476,700 491,000 Medium 380,700 445,300 500,200 548,100 591,000 630,400 High 402,000 480,300 554,900 626,300 697,100 766,400 PALM BEACH 1,433,417 Low 1,412,800 1,455,100 1,486,500 1,507,200 1,517,500 1,518,000 Medium 1,473,700 1,563,100 1,641,000 1,707,500 1,763,200 1,811,000 High 1,530,500 1,661,200 1,789,100 1,908,900 2,019,400 2,119,700 PASCO 515,077 Low 512,100 539,100 562,000 578,700 590,700 599,300 Medium 534,500 579,400 619,900 654,000 682,900 708,900 High 554,800 615,400 676,400 733,000 786,100 836,800 PINELLAS 970,532 Low 953,700 960,700 960,700 955,800 947,600 938,300 Medium 983,900 1,012,900 1,034,300 1,050,600 1,063,500 1,075,000 High 1,012,700 1,068,000 1,118,000 1,161,800 1,200,600 1,236,600 POLK 673,028 Low 670,300 706,100 732,300 751,200 764,300 773,000 Medium 699,600 758,900 807,900 849,400 884,700 916,200 High 726,100 806,200 881,300 951,400 1,017,100 1,079,400 PUTNAM 72,981 Low 70,200 68,300 66,600 64,800 63,000 61,200 Medium 73,100 73,200 73,300 73,400 73,500 73,600 High 76,000 78,300 80,600 83,000 85,000 87,000 ST. JOHNS 238,742 Low 239,900 265,600 284,600 298,700 309,600 317,100 Medium 256,100 295,900 329,500 358,600 384,600 408,500 High 270,500 319,300 365,400 409,300 452,700 495,000 ST. LUCIE 302,432 Low 300,000 314,100 325,800 335,100 341,600 346,600 Medium 313,100 337,500 359,500 378,700 395,100 410,100 High 325,000 358,500 392,100 424,400 454,600 484,000 2012 FDOT QUALITY/LEVEL OF SERVICE HANDBOOK TABLES TABLE 7 Generalized Peak Hour Directional Volumes for Florida’s Urbanized Areas1 12/18/12 INTERRUPTED FLOW FACILITIES UNINTERRUPTED FLOW FACILITIES Non-State Signalized Roadway Adjustments (Alter corresponding state volumes by the indicated percent.) Non-State Signalized Roadways -10% STATE SIGNALIZED ARTERIALS Class I (40 mph or higher posted speed limit) Lanes Median B C D E 1 Undivided *830 880 ** 2 Divided *1,910 2,000 ** 3 Divided *2,940 3,020 ** 4 Divided *3,970 4,040 ** Class II (35 mph or slower posted speed limit) Lanes Median B C D E 1 Undivided *370 750 800 2 Divided *730 1,630 1,700 3 Divided *1,170 2,520 2,560 4 Divided *1,610 3,390 3,420 Freeway Adjustments Auxiliary Lane Ramp Metering + 1,000 + 5% FREEWAYS Lanes B C D E 2 2,260 3,020 3,660 3,940 3 3,360 4,580 5,500 6,080 4 4,500 6,080 7,320 8,220 5 5,660 7,680 9,220 10,360 6 7,900 10,320 12,060 12,500 Median & Turn Lane Adjustments Lanes Median Exclusive Left Lanes Exclusive Right Lanes Adjustment Factors 1 Divided Yes No +5% 1 Undivided No No -20% Multi Undivided Yes No -5% Multi Undivided No No -25% –––Yes + 5% One-Way Facility Adjustment Multiply the corresponding directional volumes in this table by 1.2 UNINTERRUPTED FLOW HIGHWAYS Lanes Median B C D E 1 Undivided 420 840 1,190 1,640 2 Divided 1,810 2,560 3,240 3,590 3 Divided 2,720 3,840 4,860 5,380 Uninterrupted Flow Highway Adjustments Lanes Median Exclusive left lanes Adjustment factors 1 Divided Yes +5% Multi Undivided Yes -5% Multi Undivided No -25% BICYCLE MODE2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Paved Shoulder/Bicycle Lane Coverage B C D E 0-49%*150 390 1,000 50-84%110 340 1,000 >1,000 85-100%470 1,000 >1,000 ** PEDESTRIAN MODE 2 (Multiply motorized vehicle volumes shown below by number of directional roadway lanes to determine two-way maximum service volumes.) Sidewalk Coverage B C D E 0-49%**140 480 50-84%*80 440 800 85-100%200 540 880 >1,000 BUS MODE (Scheduled Fixed Route) 3 (Buses in peak hour in peak direction) Sidewalk Coverage B C D E 0-84%> 5 ≥ 4 ≥ 3 ≥ 2 85-100%> 4 ≥ 3 ≥ 2 ≥ 1 1Values shown are presented as peak hour directionalvolumes for levels of service and are for the automobile/truck modes unless specifically stated. This table does not constitute a standard and should be used only for general planning applications. The computer models from which this table is derived should be used for more specific planning applications. The table and deriving computer models should not be used for corridor or intersection design, where more refined techniques exist. Calculations are based on planning applications of the Highway Capacity Manual and the Transit Capacity and Quality of Service Manual. 2Level of service for the bicycle and pedestrian modes in this table is based on number of motorized vehicles, not number of bicyclists or pedestrians using the facility. 3Buses per hour shown are only for the peak hour in the single direction of the higher traffic flow. * Cannot be achieved using table input value defaults. ** Not applicable for that level of service letter grade.For the automobile mode, volumes greater than level of service D become F because intersection capacities have been reached. For the bicycle mode, the level of service letter grade (including F) is not achievable because there is no maximum vehicle volume threshold using table input value defaults. Source: Florida Department of Transportation Systems Planning Officewww.dot.state.fl.us/planning/systems/sm/los/default.shtm Page 13 179 APPENDIX D: CONCEPT PLAN BELLEAIR ROAD TO LAKEVIEW ROAD A concept plan was drawn for the road diet portion along Segment 1A from Belleair Road to Belleview Boulevard, and extended out to Lakeview Road. With the road diet, median islands are proposed in the center lane where left turn access is not needed in order to provide a traffic calming effect and increase safety. The median islands are extended to Lakeview Road. A median refuge island is proposed on Lakeview Road east of the corridor where the Pinellas Trail crosses the road midblock. While outside the official study area, providing a median refuge island on Lakeview Road at the Pinellas Trail crossing would improve the experience on the Pinellas Trail as it serves as a parallel bike facility for Ft. Harrison Avenue. N.T.S Complete Streets Study FT HARRISON AVENUE COMPLETE STREETS PROJECT RECAP 2 PLANNING LEVEL CONCEPTS & COSTS 01 COMPLETE STREETS 3 4 N MYRTLE AVE19AMINNESOTA DR FAIRMONT ST APACHE TRAIL MOHAWK ST PLEASANT STCOMPLETE STREETS … •Provide people of all ages and abilities with safe and comfortable travel options, regardless of their mode of travel •Provide a network of streets and balanced transportation options that are safer and more efficient for everyone •Not every street should serve every means of travel equally •All roads need to provide safe accommodation for other modes. DESIGN STRATEGIES OVERVIEW CROSSING REFUGE ISLAND PARKLET ON-STREET PARKING LANDSCAPED ISLANDS INTERSECTION BULB-OUT MIDBLOCK BULB-OUT ENHANCED INTERSECTION TREATMENTS BICYCLE FACILITY 5 Each design strategy provides their own unique benefits to enhancing a street . 66 DEMONSTRATION PROJECT PERMANENT INSTALLATION SMALLER PROJECTS LOWER COST REAL TIME FEEDBACK LARGER PROJECTS HIGHER COST LONG TERM FEEDBACK 77 DEMONSTRATION PROJECT PERMANENT INSTALLATION 02 PROJECT RECAP 8 PROJECT OVERVIEW 9 BELLEAIR RDBELLEVIEW BLVDCOURTSTDREWSTN MYRTLE AVE STUDY LIMITS LAKEVIEWRDCHESTNUTSTJEFFORDS STFT HARRISON AVE LIMITS: Ft Harrison Ave from Belleair Rd to N Myrtle Ave 3.2 MILES CITY OF CLEARWATER JURISDICTION CONNECTEDNESS TO KEY DESTINATIONS •CLEARWATER BEACH •SEMINOLE BOAT RAMP •PARK ST TRANSIT CENTER •MORTON PLANT HOSPITAL •CITY OF LARGO •CITY OF DUNEDIN •US ALT-19 & US 19 •SR 60 19A FAIRMONT STSEMINOLE STCOUNTY COURTHOUSE MAIN LIBRARY BELLEAIR COUNTRY CLUB MORTON PLANT HOSPITAL SEMINOLE BOAT RAMP COACHMAN PARK GULF TO BAY BLVDCITY MUNICIPAL SERVICES BUILDINGPUBLIX SUPER MARKET PROJECT VISIONING TEAM MEETINGS & WALKSHOP 2 MEETINGS 30 ATTENDEES •Business owners,residents,institutions,local agencies,and city staff •Observed existing conditions and brainstormed ideas •Discussed potential design strategies and preliminary concepts 10 •KEY OBSERVATIONS &COMMENTS •Maintenance of sidewalks •Back of curb sidewalks feel dangerous •Identity for Ft Harrison Ave BLAST FRIDAY PUBLIC ENGAGEMENT 11 Friday, Feb. 28 FROM 5 PM TO 10 PM 300+ PEOPLE REACHED AT BLAST FRIDAY Social Media OUTREACH INCLUDED POSTS TO FACEBOOK & NEXTDOOR 600 POSTCARDS MAILED 82 What word describes your future vision for Ft Harrison Ave? PUBLIC INPUT SURVEY 131 TOTAL PARTICIPANTS 3 weeks TO RESPOND 5 min TO COMPLETE 03 PLANNING LEVEL CONCEPTS & COSTS 12 DEFINING SUCCESS BELLEAIR RDCOURTSTDREWSTN MYRTLE AVE SEGMENT 1B DOWNTOWN TRANSITION SEGMENT 2 DOWNTOWN CORE LAKEVIEWRDCHESTNUTSTJEFFORDS ST13 Segment 1 •Improve multimodal connections across corridor & into downtown •Create a gateway into the City & downtown Segment 2 •Use streetspace to create a welcoming, livable, & economically vibrant downtown Segment 3 •Beautify the streetspace to attract investment and development to achieve future land use visionBELLEVIEW BLVD CHARACTERISTICS 14 100’ TYPICAL ROW 30 MPH POSTED SPEED •NO CURB •LITTLE SHADE TYPICAL SECTION 4 LANE UNDIVIDED SEGMENT 1A BELLEAIR RD TO BELLEVIEW BLVD •WIDE DRIVEWAYS •UNBUFFERED SIDEWALKS IN SOME AREAS 15 SEGMENT 1A: City Gateway BELLEAIR RDBELLEVIEW BLVDWILDWOOD WAYWOODLAWN STPINELLAS TRAIL BELLEAIR COUNTRY CLUBEND SEGMENT BEGIN SEGMENT Future Trail Connection Trail Connection BELLEAIR RD to BELLEVIEW BLVD 16 SEGMENT 1A: City Gateway Landscaped Island with Crossing Refuge EXISTING 4 LANES PROPOSED ROAD DIET WITH 3 LANES Landscaped Island Landscaped Island Maintain existing curb and gutter No turn lanes Maintain existing edge of pavement No separation of opposing traffic BELLEAIR RD to BELLEVIEW BLVD 17 CHARACTERISTICS 60’ TYPICAL ROW 30 MPH POSTED SPEED •PEDESTRIAN CROSSINGS •INTERMITTENT TREES •UNBUFFERED SIDEWALKS TYPICAL SECTION 2 LANES WITH TWLTL SEGMENT 1B BELLEVIEW BLVD TO CHESTNUT ST •TRANSITION INTO DOWNTOWN •TRAIL SEPARATES FROM ROW BELLEVIEW BLVDBELLEAIR COUNTRY CLUB LAKEVIEW RDCHESTNUT STCORBETT STPINELLAS STJEFFORDS STMAGNOLIA DRDRUID RDEND SEGMENT BEGIN SEGMENT 18 SEGMENT 1B: Downtown Transition BELLEVIEW BLVD to CHESTNUT ST 19 SEGMENT 1B: Downtown Transition PROPOSED 3 LANES WITH IMPROVEMENTS Continuous TWLTL Crosswalk with RRFB Signal Landscaped Island Landscaped Island New curb and gutter EXISTING 3 LANES Unbuffered and narrow bike lane Pinellas Trail BELLEVIEW BLVD to CHESTNUT ST 20 CHARACTERISTICS 55’ –70’ TYPICAL ROW 30 MPH POSTED SPEED •PEDESTRIAN FRIENDLY DEVELOPMENT •INTERMITTENT TREES & SHADE •TRAFFIC CONGESTION DURING PEAK TIMES TYPICAL SECTION 2 LANE WITH TWLTL SEGMENT 2 CHESTNUT ST TO DREW ST CHESTNUT STEND SEGMENT BEGIN SEGMENT COURT STFRANKLIN STPIERCE STPARK STCLEVELAND STDREW STHENDRICKS STCOACHMAN PARK 21 SEGMENT 2: Downtown Core CHESTNUT ST to DREW ST 22 SEGMENT 2: Downtown Core ALTERNATIVE WITH NO SB TURN LANES, WIDER SIDEWALK, & OTHER IMPROVEMENTS (at Cleveland St looking north) EXISTING 2 LANES WITH EXTRA LONG TURN LANE (at Cleveland St looking north) Existing turn lane Narrow sidewalk On-Street Parking Parklet Opportunities Sidewalk widened New Pedestrian Space CHESTNUT ST to DREW ST 23 SEGMENT 2: Downtown Core ALTERNATIVE CONCEPT COURT ST TO PIERCE ST •Remove center turn lane to widen western sidewalk and add on-street parking and/or a curbside loading zone, moving delivery vehicles from center turn lane LOOKING SOUTH ON FT. HARRISON AVE FROM PIERCE ST Landscaped Islands Landscaped Islands Landscaped Islands Intersection Bulb- Outs Intersection Bulb-Outs Widened Sidewalk FRANKLIN STPARK STCHESTNUT ST to DREW ST Drop-off / Loading Zone Drop-off / Loading Zone 24 CHARACTERISTICS 55’ –60’ TYPICAL ROW 30 MPH POSTED SPEED •SEMINOLE ST BOAT RAMP ACCESS •POOR SIDEWALKS & CROSSINGS TYPICAL SECTION 2 LANES WITH TWLTL SEGMENT 3 DREW ST TO N MYRTLE AVE •UNBUFFERED & NARROW SIDEWALKS •NO TREES & SHADE DREW STEND SEGMENTBEGIN SEGMENT JONES STELDRIDGE STSEMINOLE STCEDAR STN MYRTLE AVE19ANICHOLSON ST25 SEGMENT 3: North Marina DREW ST to N MYRTLE AVE 26 SEGMENT 3: North Marina EXISTING 3 LANES PROPOSED 2 LANES WITH BULB-OUTS On-Street parking in some bulb-outs Wide lanes and underutilized turn lane Midblock bulb- out to create chicaning Maintain Existing Curb and Gutter Narrow sidewalk with little or no buffer DREW ST to N MYRTLE AVE Complete Streets Study FT HARRISON AVENUE Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8297 Agenda Date: 12/3/2020 Status: City Manager ReportVersion: 1 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 9.3 SUBJECT/RECOMMENDATION: Appoint one member to the Environmental Advisory Board with a term to expire October 31, 2024. 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 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 EXPIRES AND NOW REQUIRES REPLACEMENT BY A NEW APPOINTEE: 1. Ashley Wilson Pimley - 830 Lantana St., 33767 - Realtor Original Appointment: 9/1/16 (currently serving 1st term to expire 9/30/20 - does not wish to serve another term) THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY: 1. Sheila Sullivan - 3043 Marlo Blvd., 33759 - Graduate Student in Sustainability program 2. David C. Farrar - 224 Skiff Pt., 33767 - Real Estate Investor 3. Martin Armstrong - 3420 Deerfield Lane, 33761 - Environmental Consultant Page 1 City of Clearwater Printed on 12/2/2020 File Number: ID#20-8297 4. Nils Kushta - 2387 Hazelwood Ln., 33763 - V.P. Unicco Construction Group, Inc. 5. Nicholas T. Pasierb - 111 N. Nimbus Ave., 33765 - Field Organizer/First Lutheran School 6. Deena Stanley - 1280 Lakeview Rd., Lot 339, 33756 - Tax and Payroll Accounting 7. Erika Escamilla - 1812 Beverly Cir N., 33764 - Interpreter 8. Glenna Wentworth - 2227 Harn Blvd., 33764 - Retired/Mental Health Counselor 9. Muhammad Abdur-Rahim - 1028 N. Madison Ave., 33755 - Retired/Storm Water Manager 10. Helen A. Amburgey - 214 S. Corona Ave., 33765 - Fiscal Service Zip codes of current members: 1 at 33755 1 at 33756 1 at 33765 1 at 33767 Page 2 City of Clearwater Printed on 12/2/2020 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8347 Agenda Date: 12/3/2020 Status: City Manager ReportVersion: 1 File Type: Action ItemIn Control: Official Records & Legislative Services Agenda Number: 9.4 SUBJECT/RECOMMENDATION: Appoint one member to the Nuisance Abatement Board to fill the remainder of an unexpired term until August 31, 2023. SUMMARY: APPOINTMENT WORKSHEET BOARD: Nuisance Abatement Board TERM: 4 years FINANCIAL DISCLOSURE: Yes APPOINTED BY: City Council RESIDENCY REQUIREMENT: City of Clearwater MEMBERS: 7 APPTS. NEEDED: 1 Purpose: The Nuisance Abatement Board will be composed of seven city residents who will conduct hearings on public nuisance cases associated with prostitution and drug-related activities on known properties throughout the City. THE FOLLOWING BOARD MEMBER HAS RESIGNED AND NOW REQUIRES REPLACEMENT BY A NEW APPOINTEE: 1. Susan Oliveto - 100 Waverly Way #303, 33756 - Teacher/Library Media Specialist Original appointment: 8/4/16 (was serving 1st term until 8/31/23) Resigned: 8/30/20 THE NAMES BELOW ARE BEING SUBMITTED FOR CONSIDERATION TO FILL THE ABOVE VACANCY: 1. Jacqueline A. Sandefur - 830 S. Gulfview Blvd., Unit 201, 33767 - HR Manager 2. Frank Persechino - 628 Cleveland St., Apt. 1502, 33755 - Medical Research Business Owner 3. Leslie S. Coley - 809 Woodlawn St., 33756 - Self-Employed/Dyvine Appointments LLC Page 1 City of Clearwater Printed on 12/2/2020 File Number: ID#20-8347 Zip codes of current members: 1 at 33755 4 at 33756 1 at 33759 Current Categories: Analyst Attorney Clinical Social Worker Human Resources Mgr. Production Tour/Mgr. Restaurant Owner Page 2 City of Clearwater Printed on 12/2/2020 Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8533 Agenda Date: 12/3/2020 Status: City Manager ReportVersion: 1 File Type: Action ItemIn Control: Legal Department Agenda Number: 9.5 SUBJECT/RECOMMENDATION: Confirm COVID-19 Emergency Proclamation and adopt Resolution 20-62. SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020 Resolution No. 20-62 RESOLUTION NO. 20-62 CONFIRMATION OF COVID-19 EMERGENCY PROCLAMATION – Dec. 3, 2020 A RESOLUTION OF THE CITY OF CLEARWATER, FLORIDA, CONFIRMING DECLARATIONS OF A STATE OF EMERGENCY; PROVIDING AN EFFECTIVE DATE. WHEREAS, a state of emergency in the City of Clearwater was proclaimed by Mayor George N. Cretekos, upon recommendation by the Emergency Management Director (City Manager William B. Horne), after certification of emergency conditions by the Emergency Management Coordinator (Fire Division Chief of Emergency Management Jevon Graham), on March 18, 2020 due to the unmitigated spread of coronavirus disease (COVID-19); and WHEREAS, the March 18, 2020 state of emergency was confirmed by City Council in Resolution 20-11 later that day, extended 7 days by Mayor George N. Cretekos on March 25, extended 7 days by Mayor Frank Hibbard on April 1, confirmed by City Council in Resolution 20-14 on April 2, extended 7 days by Mayor Frank Hibbard on April 8 and 15, confirmed by City Council in Resolution 20-16 on April 16, extended 7 days by Mayor Frank Hibbard on April 22, 29, and May 6, confirmed by City Council in Resolution 20-19 on May 7, extended 7 days by Mayor Frank Hibbard on May 13 and 20, confirmed by City Council in Resolution 20-22 on May 21, extended 7 days by Mayor Frank Hibbard on May 27 and June 3, confirmed by City Council in Resolution 20-28 on June 4, extended 7 days by Mayor Frank Hibbard on June 10 and 17, confirmed by City Council in Resolution 20-30 on June 18, extended 7 days by Mayor Frank Hibbard on June 24, July 1, 8, and 15, confirmed by City Council in Resolution 20-32 on July 16, extended 7 days by Mayor Frank Hibbard on July 22, 29, and August 5, confirmed by City Council in Resolution 20-36 on August 6, and extended 7 days by Mayor Frank Hibbard on August 12 and 19, confirmed by City Council in Resolution 20-44 on August 20, extended 7 days by Mayor Frank Hibbard on August 26 and September 2, confirmed by City Council in Resolution 20-47 on September 3, extended 7 days by Mayor Frank Hibbard on September 9 and 16, confirmed by City Council in Resolution 20-51 on September 17, extended 7 days by Mayor Frank Hibbard on September 23 and 30, confirmed by City Council in Resolution 20-53 on October 14, extended 7 days by Mayor Frank Hibbard on October 21, 28, and November 4, confirmed by City Council in Resolution 20-56 on November 5, extended 7 days by Mayor Frank Hibbard on November 11 and 18, confirmed by City Council in Resolution 20-60 on November 19, and extended 7 days by Mayor Frank Hibbard on November 25 and December 2, 2020; and WHEREAS, COVID-19 is a severe acute respiratory illness that can spread among humans through respiratory transmission and presents with symptoms similar to those of influenza, with no available vaccine or cure; and WHEREAS, on January 31, 2020 the United States Department of Health and Human Services declared that a public health emergency exists nationwide as a result of confirmed cases of COVID-19 in the United States; and Resolution No. 20-62 WHEREAS, on March 1, 2020 Governor Ron DeSantis issued Executive Order 20- 51, declaring that appropriate measures to control the spread of COVID-19 in the State of Florida are necessary, and therefore directed that a Public Health Emergency be declared in the State of Florida; and WHEREAS, on March 9, 2020 Governor Ron DeSantis issued Executive Order 20- 52 declaring a State of Emergency for COVID-19; and WHEREAS, the World Health Organization declared COVID-19 a pandemic on March 11, 2020, which is defined as “worldwide spread of a new disease,” and is the first declared pandemic since the H1N1 "swine flu" in 2009; and WHEREAS, on March 13, 2020 President Donald J. Trump declared a national state of emergency; and WHEREAS, on March 16, 2020 President Trump and CDC issued the “15 Days to Slow the Spread” guidance advising individuals to adopt far-reaching social distancing measures. such as working from home and avoiding gatherings of more than 10 people; and WHEREAS, on March 17, 2020 Governor Ron DeSantis issued Executive Order 20- 68 closing bars, pubs and nightclubs for 30 days, recommending that public beachgoers follow CDC guidelines limiting group sizes and social distancing, and ordering that restaurants limit occupancy to 50% of current building capacities and begin employee screening; and WHEREAS, on March 18, 2020 the City of Clearwater passed Resolution 20-11, cancelling most City meetings and groups, prohibiting all in-person gatherings of 10 people or more, closed all beaches, closed all libraries, closed all recreation centers, required businesses open to the public to provide hand sanitizer, gave the Emergency Management Director authority to close parking as necessary, prohibited price gouging, and enabled emergency procurement procedures; and WHEREAS, on March 19, 2020 Pinellas County passed Resolution 20-17, closing all public beaches within the county; and WHEREAS, on March 20, 2020 Governor Ron DeSantis issued Executive Order 20- 71, suspending all sales of food and alcohol in the State by establishments for on-site consumption and allowing for take-out or delivery service, and closing all gyms and fitness centers; and WHEREAS, on March 20, 2020 Governor Ron DeSantis issued Executive Order 20- 72, prohibiting elective and unnecessary medical procedures; and Resolution No. 20-62 WHEREAS, on March 24, 2020 Governor Ron DeSantis issued Executive Order 20- 83, recommending an advisory to all persons over 65 and those with underlying serious medical conditions to stay home and limit risk of exposure; and WHEREAS, on March 25, 2020 Pinellas County passed Resolution 20-20, “COVID- 19 Safer at Home Order,” directing individuals to limit non-essential activity and/or transportation, closing places of public assembly, and ordering the closure of non-essential businesses if they can not comply with current CDC social distancing guidelines; and WHEREAS, on March 27, 2020 Governor Ron DeSantis issued Executive Order 20- 86, retroactively ordering any person entering the State of Florida from “an area with substantial community spread” to self-quarantine for 14 days and inform anyone they have had direct physical contact with of their status; and WHEREAS, on April 1, 2020 Governor Ron DeSantis issued Executive Orders 20- 91 and 20-92, ordering all persons in Florida to limit their movements and personal interactions outside of their homes to only those necessary to obtain or provide essential services or conduct essential activities; and WHEREAS, on April 16, 2020 the City Council extended for 30 days and modified those emergency measures enacted by Resolution 20-11; and WHEREAS, on April 28, 2020 Pinellas County passed Resolution 20-34, “Order Relaxing Beach Restrictions With Conditions,” allowing public beaches to reopen consistent with CDC social distancing guidelines effective May 4, 2020; and WHEREAS, on April 29, 2020 Governor Ron DeSantis issued Executive Order 20- 112, ordering all persons in Florida to continue to limit their movements and personal interactions outside of their homes, and allowing restaurants to resume on-premises service with restrictions; and WHEREAS, on May 1, 2020 Pinellas County passed Resolution 20-39 “Order Clarifying Local Restrictions,” which gives support to Governor DeSantis’ EO 20-112, terminates Pinellas County Res. 20-20 and 20-23, but continues to restrict public playgrounds and pools, and requires social distancing; and WHEREAS, on May 1, 2020 City of Clearwater Emergency Management Director William B. Horne announced that Clearwater beaches would reopen May 4 in conjunction with Pinellas County’s Res. 20-34; and WHEREAS, on May 14, 2020 Governor Ron DeSantis issued Executive Order 20- 123, initiating the full Phase 1 of his “Safe. Smart. Step-by-Step. Plan for Florida’s Recovery” relaxing social distancing requirements and allowed limited reopening of businesses, including gyms and fitness centers; and Resolution No. 20-62 WHEREAS, on May 21, 2020 the City Council adopted Resolution 20-22 terminating the emergency measures portions of Resolutions 20-11, 20-16, and 20-19, and granting the Emergency Management Director authority and flexibility to manage City facilities in response to Covid-19; and WHEREAS, on June 3, 2020 Governor Ron DeSantis issued Executive Order 20- 139, initiating Phase 2 of his “Safe. Smart. Step-by-Step. Plan for Florida’s Recovery” which further relaxes social distancing guidelines, including avoiding congregating in groups larger than 50 persons, allows for restaurants, bars, and entertainment businesses to operate at 50% indoor capacity; and WHEREAS, on June 23, 2020 Pinellas County passed Ordinance 20-14 mandating, with some exceptions, that individuals wear a face covering in public indoor places, and encouraged exempt government entities to enact their own similar procedures to protect employees and members of the public; and WHEREAS, on June 25, 2020 City of Clearwater Emergency Management Director William B. Horne ordered that all persons, with some exceptions, wear a face covering in public indoor places within City of Clearwater buildings, facilities, and properties in conjunction with Pinellas County’s Ord. 20-14; and WHEREAS, on June 26, 2020 the Florida Department of Business and Professional Regulation issued Executive Order 2020-09 suspending on-premises consumption of alcoholic beverages by vendors who derive more than 50% of gross revenue from sales of alcoholic beverages; and WHEREAS, on July 16, 2020 the City Council adopted Resolution 20-32 confirming extensions of the state of emergency and confirming the Emergency Management Director’s face covering order; and WHEREAS, on July 29, 2020 Governor Ron DeSantis issued Executive Order 20- 179 extending prior executive orders allowing local governments to hold virtual meetings without a physical quorum, and Executive Order 20-180 extending prior executive orders suspending mortgage foreclosure and eviction final actions; and WHEREAS, on August 7, 2020 Governor Ron DeSantis issued Executive Order 20- 193 extending prior executive orders allowing local governments to hold virtual meetings without a physical quorum until October 1, 2020; and WHEREAS, on August 31, 2020 Governor Ron DeSantis issued Executive Order 20-211 extending a prior executive order suspending final executions of mortgage foreclosure and eviction actions until October 1, 2020; and WHEREAS, on September 4, 2020 Governor Ron DeSantis issued Executive Order 20-213 extending the statewide state of emergency an additional 60 days; and Resolution No. 20-62 WHEREAS, on September 10, 2020 the Florida Department of Business and Professional Regulation issued Emergency Order 2020-10 rescinding Emergency Order 2020-09, effective 12:01 a.m. Monday September 14, allowing bars to reopen at 50% capacity pursuant to the Governor’s Executive Order 20-39; and WHEREAS, on September 25, 2020 Governor Ron DeSantis issued Executive Order 20-244, titled “Phase 3; Right to Work; Business Certainty; Suspension of Fines.” The order rescinds prior restrictions on business, prohibits emergency ordinances preventing individuals from working or from operating a business, and suspends the collections of fines and penalties associated with COVID-19 against individuals; and WHEREAS, on September 30, 2020 Governor Ron DeSantis issued Executive Order 20-246 extending prior executive orders allowing local governments to hold virtual meetings without a physical quorum; and WHEREAS, on November 3, 2020 Governor Ron DeSantis issued Executive Order 20-276 extending the statewide state of emergency an additional 60 days; and WHEREAS, as of November 19, 2020 892,352 Florida residents (905,248 total cases in Florida including non-residents), including 53,900 in Hillsborough County (including 877 deaths), 15,147 in Manatee County (including 362 deaths), 12,968 in Pasco County (including 263 deaths), and 29,737 in Pinellas County (including 862 deaths) have tested positive for COVID-19; and WHEREAS, the City of Clearwater continues to be threatened by COVID-19 because of the apparent ability of the virus to spread rapidly among humans, and COVID- 19 thereby constitutes a clear and present threat to the health, safety, and welfare of the citizens and visitors of the City of Clearwater, and WHEREAS, Section 252.38, Florida Statutes authorizes the establishment and amendment of emergency measures during a state of emergency; and WHEREAS, Chapter 15, Code of Ordinances requires City Council to confirm any declaration of a state of emergency and all emergency regulations activated under the provisions of this chapter at their next regularly scheduled meeting; now, therefore, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF CLEARWATER, FLORIDA; Section 1. The November 25, 2020 state of emergency proclamation is hereby confirmed. Section 2. The December 2, 2020 state of emergency proclamation is hereby confirmed. Resolution No. 20-62 Section 3. This resolution shall take effect immediately. The state of emergency must be renewed in seven-day increments pursuant to § 15.07(5), Code of Ordinances. PASSED AND ADOPTED this 3rd day of December, 2020. Attest: ___________________________ _______________________________ Rosemarie Call Frank Hibbard City Clerk Mayor Approved as to form: ___________________________ Pamela K. Akin City Attorney Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8558 Agenda Date: 12/3/2020 Status: Other CouncilVersion: 1 File Type: Council Discussion Item In Control: Council Work Session Agenda Number: 11.1 SUBJECT/RECOMMENDATION: Ocean Allies Pledge - Mayor Hibbard Page 1 City of Clearwater Printed on 12/2/2020 Welcome to Clearwater Beach I take this pledge to protect this beautiful beach. I promise to tread lightly, act kindly and explore mindfully. I shall not take what is not mine and will help preserve this marine life habitat. I will take my trash and litter others may have left behind. The only thing 1 will leave are my footprints in the sand. Cover Memo City of Clearwater Main Library - Council Chambers 100 N. Osceola Avenue Clearwater, FL 33755 File Number: ID#20-8498 Agenda Date: 12/3/2020 Status: Other CouncilVersion: 1 File Type: Council Discussion Item In Control: Council Work Session Agenda Number: 11.2 SUBJECT/RECOMMENDATION: Replace Go Vote banner with positive messages - Councilmember Beckman SUMMARY: APPROPRIATION CODE AND AMOUNT: USE OF RESERVE FUNDS: Page 1 City of Clearwater Printed on 12/2/2020