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05-26-2026 City Council Agenda Packet
CITY OF FAIRHOPE CITY COUNCIL REGULAR AGENDA Tuesday, May 26, 2026 - 6:00 PM City Council Chambers Council Members Jack Burrell Joshua Gammon Jimmy Conyers Jay Robinson Andrea Booth Invocation and Pledge of Allegiance Foosackly's Fairhope on property zoned B- property is located on the east side of State Highway 18 Replacement Project to RE Johnson General Contractors, LLC, for a not-to- project cost of $66,124.5 the Civic Center painting and drywall repairs project. for Delivery, Set- $250.00 Renovations, LLC. for Nix Center Restrooms Renovation with a bid proposal not-to Order No. 1 for (Bid No. 26-003-2023-PWI- not-to- Page 1 of 211 City Council Regular Meeting May 26, 2026 Page - 2 - 10. Resolution - That the City of Fairhope approves the procurement and installation of playground equipment for the Fairhope Boys & Girls Club that is on Sourcewell (Contract #101625- Ball Machine for the Mike Ford Tennis Center at Stimpson Park to 10- Supply & Dinkshot Pickleball for a not-to- and authorizes PS25-002) for Natural Gas Engineering Consulting Services - Leak-Prone Piping Restoration Project (Cast Iron Replacement - Firewall that is on Omnia Partners/NCPA (Contract #01- Technologies and therefore does not have to be let out to bid. The total amount not to-exceed $64,679.7 Regular Meetings of the City Council shall be held on the 2nd and 4th Monday of each month immediately following the 4:30 p.m. Work Session unless prescheduled and announced otherwise. Next Regular City Council Meeting, Monday, June 8, 2026, 6:00 p.m. Fairhope Municipal Complex Council Chambers 161 North Section Street Page 2 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-292 FROM: Lisa Hanks, City Clerk SUBJECT: Minutes of May 11, 2026 Regular City Council Meeting and minutes of May 11, 2026 Work Session. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: That the City Council approves minutes of May 11, 2026 Regular City Council Meeting and minutes of May 11, 2026 Work Session. BACKGROUND INFORMATION: BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) GRANT: LEGAL IMPACT: FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: Individual(s) responsible for follow up: Action required (list contact persons/addresses if documents are to be mailed or emailed): Page 3 of 211 STATE OF ALABAMA )( : COUNTY OF BALDWIN )( The City Council, City of Fairhope, met in regular session at 6:00 p.m., Fairhope Municipal Complex Council Chamber, 161 North Section Street, Fairhope, Alabama 36532, on Monday, 11 May 2026. Present were Council President Jimmy Conyers, Councilmembers: Jack Burrell, Joshua Gammon, Jay Robinson, and Andrea Booth, Mayor Sherry Sullivan, City Attorney Marcus E. McDowell, and City Clerk Lisa A. Hanks. There being a quorum present, Council President Conyers called the meeting to order at 6:14 p.m. The invocation was given by Associate Pastor Mike Megginson of 3 Circle Church, and the Pledge of Allegiance was recited. Councilmember Robinson moved to approve minutes of the April 20, 2026, special city council meeting; April 23, 2026, regular meeting; minutes of the April 23, 2026, work session; and minutes of the May 4, 2026, special city council meeting. Seconded by Councilmember Burrell, motion passed unanimously by voice vote. Mayor Sullivan addressed the City Council regarding the following items: 1) Ms. Senior Fairhope Linda Veren addressed the City Council; and said you are never to old and its never to late to be in this program. She said it is a Community Outreach for Volunteers. She commented that they have received an award from the Governor for 2025 and 2026. Ms. Senior Alabama is a non-profit organization that honors and celebrates senior women aged 60 and older. Ms. Super Senior Fairhope Teri Odell addressed the City Council; and mentioned the “People Choice Award” where voting takes place at the following website: www.mssenioralabama.com. She said each vote will cost $5.00. Ms. Odell said there would be representatives in attendance on June 6, 2026 at 2:00 p.m. in Daphne. 2) Mayor Sullivan presented a proclamation for National Safe Boating Week for May 16, 2026 through May 22, 2026. Paul Killian with the U.S. Coast Guard Auxiliary Flotilla accepted the proclamation. He said this is an annual campaign for safety while boating; and thanked everyone. 3) Mayor Sullivan presented a proclamation for Wastewater Professionals Day, May 22, 2026, to Water and Wastewater Superintendent Daryl Morefield. 4) Mayor Sullivan presented a proclamation for National Police Week, May 16, 2026 through May 22, 2026. 5) Mayor Sullivan presented this year’s Energy Southeast Scholarship Program recipients from the Fairhope service area: Jeffrey Johnson from Bayshore Christian School, Patrick Williamson, Jr. from St. Michael Catholic School, David Williams from St. Michael Catholic School, and Tristan Myrick from Fairhope High School. Page 4 of 211 11 May 2026 6) Mayor Sullivan announced John Thomas as the new Public Works Director. The following individual spoke during Public Participation for Agenda Items: 1) John Stewart, 306 Morphy Avenue, addressed the City Council regarding Agenda Item Number 6: Site Plan Review and Approval request by FST DELAMARE PLACE, LLC, for Site Plan approval of De La Mare Phase 2 locate at 314 De La Mare Avenue. He requested that the oak tree to not be cut down. Councilmember Gammon commented we are still working on Zoning Ordinance amendments. Councilmember Robinson said he wanted to recognize Recreation Director Pat White and his Staff for the last few weeks going above and beyond their duties. Councilmember Booth mentioned the Rotary Steak Cookoff; and Mayor Sullivan working non-stop during the event. Council President Conyers told everyone Happy Mother’s Day; and told the graduating Seniors “Good Luck.” A Public Hearing was held as advertised on the request for a Package Store License by Ramp Enterprises, d/b/a Cottage Hill Package By the Bay, 9869 State Highway 104, Suite B and C, Fairhope, Alabama 36532. The public hearing was opened at 6:37 p.m. 1) Cissy Hawkins, 11567 Branchwood Drive, addressed the City Council and said this is not for District 37 and feels there is a better use for the building. The public hearing closed at 6:41 p.m. City Clerk Lisa Hanks said the address was a typo; and Agenda Item Number 28 had the correct addressed. Councilmember Booth moved to approve the issuance of the license. Seconded by Councilmember Burrell, motion passed unanimously by voice vote. Planning Director Hunter Simmons addressed the City Council to explain the Site Plan Review of property owned by FST DELAMARE PLACE LLC, for Site Plan approval of De La Mare Phase 2, on property zoned B-2, General Business District. The property is located on the southeast corner of De La Mare and Bernhardt Lane (314 De La Mare Avenue) and is 0.24+ acres. (Planning Commission and Staff recommends approval of SR 26.02 - De La Mare Phase II Site Plan with conditions). Page 5 of 211 11 May 2026 Councilmember Burrell questioned the vote; and the Planning Commission barely approving by one vote. Mayor Sullivan suggested a possible cost share for the pavers. Mr. Larry Smith said he could work with the City; and Mayor Sullivan said she would work with them. Councilmember Burrell moved to approve the Site Plan property owned by FST DELAMARE PLACE LLC listed above with staff recommendations; and to split cost for pavers with developer. The motion was seconded by Councilmember Booth. After further discussion, motion passed unanimously by voice vote. Planning Director Hunter Simmons addressed the City Council to explain the Site Plan Review Modification at the request of the City of Fairhope Planning Director for a modification of Vatan Mixed Use Development (SR 23.05), originally approved by the City Council on October 23, 2023. The property is approximately 0.52 acres and is located on the northeast corner of Magnolia Avenue and N. Church Street. PPIN #15164. Councilmember Gammon said he did not see any main issues; and did not see irreparable harm to trees. Mayor Sullivan said there are no sidewalks on that side of Church Street. Council President Conyers said there are many people saying this will hurt trees. Councilmember Burrell motion to deny the Site Plan Review Modification listed above. The motion was seconded by Councilmember Gammon. Councilmember Burrell said we are going to set a precedent if we approve without the sidewalk; and he said it is a struggle eliminating trees and not have sidewalks. Councilmember Robinson said he would like to see alternatives to save trees. Larry Smith with S. E. Civil stated this was one of the MOP conditions to remove sidewalks. Councilmember Burrell withdrew his motion to deny; and Councilmember Gammon withdrew his second to the motion. David Ryan, Architect for Project, said that Icke’s Tree Service, owner and others, said putting in a sidewalk would damage the trees. Councilmember Robinson said he was not voting to kill these trees; but move to approve with moderate concerns. Councilmember Burrell moved to approve subject to removing the condition “to not require removal of sidewalk” and to allow the City to extend two feet into Right-of-Way; i.e., the street, to accommodate a three foot sidewalk and to protect the trees. Page 6 of 211 11 May 2026 Mayor Sullivan suggested crosswalks with signals. After further discussion and realizing there were sidewalks on the other side of Church Street and crosswalks at the intersections, Councilmember Burrell withdrew his motion to approve with the conditions listed above. Councilmember Robinson moved to approve the Site Plan Review Modification as presented with Staff recommendation. Seconded by Councilmember Booth, motion passed unanimously by voice vote. Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that the City Council authorizes submission of an ALDOT TAP grant in the amount of $1,286,100.00; and authorizes Mayor Sherry Sullivan to sign all required grant documents on behalf of the City; and the grant requires an 80/20 match. Funding will be used for installation of safe, signalized, and time four-way Pedestrian Crossing Signals at the Intersection of State Roads 104 and 181. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5811-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City Council authorizes submission of an ALDOT TAP grant in the amount of $1,286,100.00; and authorizes Mayor Sherry Sullivan to sign all required grant documents on behalf of the City; and the grant requires an 80/20 match. [2] Funding will be used for installation of safe, signalized, and time four-way Pedestrian Crossing Signals at the intersection of State Roads 104 and 181. ADOPTED ON THIS 11TH DAY OF MAY, 2026 ______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 7 of 211 11 May 2026 Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that the City Council authorizes submission to the FHWA SS4A Implementation funding program in the amount of $9,000,000.00; and authorizes Mayor Sherry Sullivan to sign all required grant documents on behalf of the City. and the grant requires an 80/20 match making the City’s portion $1,800,000.00. If awarded, the funding will be used for multiple street projects along the Fairhope Avenue corridor, including three intersection improvements (Ingleside, S. Mobile Street and Bishop) as well as some downtown pedestrian improvement projects. Seconded by Councilmember Gammon, motion passed unanimously by voice vote. RESOLUTION NO. 5812-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That that the City Council authorizes submission to the FHWA SS4A Implementation Funding Program in the amount of $9,000,000.00; and authorizes Mayor Sherry Sullivan to sign all required grant documents on behalf of the City; and the grant requires an 80/20 match making the City’s portion $1,800,000.00. [2] If awarded, the funding will be used for multiple street projects along the Fairhope Avenue corridor, including three intersection improvements (Ingleside, S. Mobile Street and Bishop) as well as some downtown pedestrian improvement projects. ADOPTED ON THIS 11TH DAY OF MAY, 2026 ________________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that the City of Fairhope accepts and approves the recommendation by Mayor Sullivan to name the Fairhope/Bancroft Park Corner Property “Julwin’s Plaza.” Seconded by Councilmember Robinson, motion passed unanimously by voice vote. Council President Conyers mentioned Creamery Corner; and Mayor Sullivan stated it will be memorialized with the plaque for this project. Page 8 of 211 11 May 2026 RESOLUTION NO. 5813-26 WHEREAS, on November 1, 1961, Julius and Winnie Steiner had their grand opening of Julwin’s Restaurant (Julius + Winnie) located on Fairhope Avenue; and WHEREAS, Mayor Sullivan recommends that the Fairhope/Bancroft Park Corner Property near the restaurant to be named “Julwin’s Plaza.” WHEREAS, the City Council is desirous to name the Fairhope/Bancroft Park Corner Property “Julwin’s Plaza” as recommended. NOW BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, that the City of Fairhope accepts and approves the recommendation by Mayor Sullivan to name the Fairhope/Bancroft Park Corner Property “Julwin’s Plaza.” DULY ADOPTED THIS 11TH DAY OF MAY, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: ______________________________ Lisa A. Hanks, MMC City Clerk Councilmember Burrell introduced in writing, and moved for the adoption of the following resolution, a resolution that the City Council hereby authorizes Mayor Sherry Sullivan to execute an Engagement Agreement with DC Strategy Group, LLC for a three year agreement with a standard fixed retainer fee of $8,500.00 per month; plus reimburse monthly for all reasonable travel and other meeting-related expenses incurred in the performance of services under the agreement. Seconded by Councilmember Booth, motion passed unanimously by voice vote. * * Page 9 of 211 11 May 2026 RESOLUTION NO. 5814-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City Council hereby authorizes Mayor Sherry Sullivan to execute an Engagement Agreement with DC Strategy Group, LLC for a three (3) year agreement with a standard fixed retainer fee of Eight Thousand Five Hundred Dollars ($8,500.00) per month; plus reimburse monthly for all reasonable travel and other meeting-related expenses incurred in the performance of services under the agreement. DULY ADOPTED THIS 11TH DAY OF MAY, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: ______________________________ Lisa A. Hanks, MMC City Clerk Councilmember Burrell introduced in writing, and moved for the adoption of the following resolution, a resolution that Mayor Sherry Sullivan is hereby authorized to execute a contract for Extension No. 1 of (Bid No. 25-046) Disaster Debris Removal and Disposal Services 2025 with CrowderGulf, LLC per the terms and conditions of the original contract. Seconded by Councilmember Gammon, motion passed unanimously by voice vote. RESOLUTION NO. 5815-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That Mayor Sherry Sullivan is hereby authorized to execute a contract for Extension No. 1 of (Bid No. 25-046) Disaster Debris Removal and Disposal Services 2025 with CrowderGulf, LLC per the terms and conditions of the original contract. ADOPTED ON THIS 11TH DAY OF MAY, 2026 _________________________________ James Reid Conyers, Jr. Council President Attest: _______________________________ Lisa A. Hanks, MMC City Clerk Page 10 of 211 11 May 2026 Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that Mayor Sherry Sullivan is hereby authorized to execute a contract for Extension No. 1 of (Bid No. 25-047) Disaster Debris Removal Monitoring Services 2025 with Tetra Tech, Inc. per the terms and conditions of the original contract. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5816-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That Mayor Sherry Sullivan is hereby authorized to execute a contract for Extension No. 1 of (Bid No. 25-047) Disaster Debris Removal Monitoring Services 2025 with Tetra Tech, Inc. per the terms and conditions of the original contract. ADOPTED ON THIS 11TH DAY OF MAY, 2026 _________________________________ James Reid Conyers, Jr. Council President Attest: _______________________________ Lisa A. Hanks, MMC City Clerk Councilmember Gammon introduced in writing, and moved for the adoption of the following resolution, a resolution that the City Council approves Contract Amendment No. 1 for (Bid No. 25-013) for Citywide Tree Removal Annual Contract with Looks Great Services of MS, Inc. with an additional not-to-exceed annual amount of $9,090.00; and authorizes Mayor Sherry Sullivan to execute contract amendment. The new contract total is not-to-exceed annual amount of $59,090.00. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. * * Page 11 of 211 11 May 2026 RESOLUTION NO. 5817-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City Council approves Contract Amendment No. 1 for (Bid No. 25- 013) for Citywide Tree Removal Annual Contract with Looks Great Services of MS, Inc. with an additional not-to-exceed annual amount of $9,090.00; and authorizes Mayor Sherry Sullivan to execute contract amendment. The new contract total is not-to-exceed annual amount of $59,090.00. ADOPTED ON THIS 11TH DAY OF MAY, 2026 ______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Councilmember Gammon introduced in writing, and moved for the adoption of the following resolution, a resolution that the City of Fairhope approves the assignment from Leavitt Land, LLC to American Asphalt, Inc. for Bid No. 24-048 Asphalt and Concrete Repairs Annual Contract; and authorizes Mayor Sherry Sullivan to execute the assignment. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5818-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City of Fairhope approves the assignment from Leavitt Land, LLC to American Asphalt, Inc. for Bid No. 24-048 Asphalt and Concrete Repairs Annual Contract; and authorizes Mayor Sherry Sullivan to execute the assignment. ADOPTED ON THIS 11TH DAY OF MAY, 2026 _________________________________ James Reid Conyers, Jr. Council President Attest: _______________________________ Lisa A. Hanks, MMC City Clerk Page 12 of 211 11 May 2026 Councilmember Gammon introduced in writing, and moved for the adoption of the following resolution, a resolution that the City Council approves Change Order No. 1 for (Bid No. 26-002-2024-PWI-018A) for Pecan Avenue Watershed Drainage Improvements - Phase I with Chris Brewer Contracting Inc. with an additional not-to- exceed amount of $11,435.00; and authorizes Mayor Sherry Sullivan to execute the change order. The new contract total is not-to-exceed contract amount of $557,245.00; and authorize Treasurer to transfer $11,435.00 from Phase II to Phase I of project within Capital Projects Fund 103-55853. Seconded by Councilmember Booth, motion passed unanimously by voice vote. RESOLUTION NO. 5819-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City Council approves Change Order No. 1 for (Bid No. 26-002-2024- PWI-018A) for Pecan Avenue Watershed Drainage Improvements – Phase I with Chris Brewer Contracting Inc. with an additional not-to-exceed amount of $11,435.00; and authorizes Mayor Sherry Sullivan to execute the change order. The new contract total is not-to-exceed contract amount of $557,245.00; and authorizes the Treasurer to transfer $11,435.00 from Phase II to Phase I of project with Capital Projects Fund 103-55853. ADOPTED ON THIS 11TH DAY OF MAY, 2026 ______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Councilmember Robinson introduced in writing, and moved for the adoption of the following resolution, a resolution that the City Council approves the selection by Mayor Sherry Sullivan for Professional Surveying and Engineering Design Services for (RFQ PS26-013) for N. Ingleside and Cedar Drainage Improvement Project to Lieb Engineering Co.; and hereby authorize Mayor Sullivan to execute a Contract with a not-to-exceed amount of $15,400.00. Seconded by Councilmember Booth, motion passed unanimously by voice vote. Page 13 of 211 11 May 2026 RESOLUTION NO. 5820-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City Council approves the selection by Mayor Sherry Sullivan for Professional Surveying and Engineering Design Services for (RFQ PS24-013) for N. Ingleside and Cedar Drainage Improvement Project to Lieb Engineering Co.; and hereby authorize Mayor Sullivan to execute a Contract with a not-to-exceed amount of $15,400.00. DULY ADOPTED THIS 11TH DAY OF MAY 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that the City of Fairhope has voted to approve the procurement of Indusco Environmental Adsorber System from Morrow Water Technologies, Inc. as sole source distributor; and authorizes procurement based on the option allowed by the Code of Alabama 1975, Section 41-16-51(13). The cost will not-to-exceed $33,800.00 plus shipping and handling. Seconded by Councilmember Burrell, motion passed unanimously by voice vote. * * * Page 14 of 211 11 May 2026 RESOLUTION NO. 5821-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City of Fairhope has voted to approve the procurement of Indusco Environmental Adsorber System from Morrow Water Technologies, Inc. as sole source distributor; and authorizes procurement based on the option allowed by the Code of Alabama 1975, Section 41-16-51(13). The cost will not-to-exceed $33,800.00 plus shipping and handling. ADOPTED ON THIS 11TH DAY OF MAY, 2026 ____________________________ James Reid Conyers, Jr. Council President Attest: ___________________________ Lisa A. Hanks, MMC City Clerk Councilmember Gammon introduced in writing, and moved for the adoption of the following resolution, a resolution that the City of Fairhope approves the procurement of labor and materials from Griner Drilling Service, Inc. for the repair of Well #4 for a not-to-exceed project cost of $54,500.00. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5822-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City of Fairhope approves the procurement of labor and materials from Griner Drilling Service, Inc. for the repair of Well #4 for a not-to-exceed project cost of $54,500.00. ADOPTED ON THIS 11TH DAY OF MAY, 2026 _________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 15 of 211 11 May 2026 Councilmember Gammon introduced in writing, and moved for the adoption of the following resolution, a resolution to award (Bid No. 26-033-2026-WAT-015) to Pensacola Concrete Construction Co., Inc. for CR-28 Water Line Relocation (Long Rd. to Red Star Dr.) with a bid proposal not-to-exceed $176,955.92. Seconded by Councilmember Booth, motion passed unanimously by voice vote. RESOLUTION NO. 5823-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope did request, receive, and open bid for (Bid No. 26-033- 2026-WAT-015) for CR-28 Water Line Relocation (Long Rd. to Red Star Dr.) for the City of Fairhope Water Department. [2] At the appointed time and place, the following bid was opened and tabulated as follows: Please see attached Bid Tabulation CR-28 Water Line Relocation (Long Rd. to Red Star Dr.) [3] After evaluating the bid proposals with the required bid specifications, Pensacola Concrete Construction Co., is now awarded (Bid No. 26-033-2026-WAT-015) for CR- 28 Water Line Relocation (Long Rd. to Red Star Dr.) with a bid proposal not -to- exceed $176,955.92. Councilmember Burrell said that the City received 10 bids, which is an excellent return. ADOPTED ON THIS 11TH DAY OF MAY 2026 ______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 16 of 211 11 May 2026 Councilmember Gammon introduced in writing, and moved for the adoption of the following resolution, a resolution that the City of Fairhope approves the procurement of Fleet Tracking Subscription that is on Sourcewell (Contract #102924- NWF) with Verizon Connect; and therefore, does not have to be let out for bid. The total amount not-to-exceed $2,587.63 per month, or $31,051.56 per year. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. Page 17 of 211 11 May 2026 RESOLUTION NO. 5824-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City of Fairhope approves the procurement of Fleet Tracking Subscription that is on Sourcewell (Contract #102924-NWF) with Verizon Connect; and therefore, does not have to be let out for bid. The total amount not-to-exceed $2,587.63 per month, or $31,051.56 per year. ADOPTED ON THIS 11TH DAY OF MAY, 2026 ____________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Councilmember Burrell introduced in writing, and moved for the adoption of the following resolution, a resolution to rescind Resolution No. 5606-25 approving the contract award to Safety Extinguisher, LLC for (Bid No. 25-063) Fire Extinguisher Inspection Services Annual Contract; and to authorize the re-bid of this purchase under Code of Alabama 1975, Section 41-16-57(a). Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5825-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, To rescind Resolution No. 5606-25 approving the contract award to Safety Extinguisher, LLC for (Bid No. 25-063) Fire Extinguisher Inspection Services Annual Contract; and to authorize the re-bid of this purchase under Code of Alabama 1975, Section 41-16-57(a). ADOPTED ON THIS 11TH DAY OF MAY, 2026 ____________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 18 of 211 11 May 2026 Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution to award (Bid No. 26-034) to Global Trading, Inc. for Flame Resistant (FR) Uniform Shirts Annual Contract with an annual contract amount not-to-exceed $50,000.00. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5826-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope did request, receive, and open bids to procure services for (Bid No. 26-034) for Flame Resistant (FR) Uniform Shirts Annual Contract for the Electric and Gas Departments at 555 South Section Street, City of Fairhope offices, Fairhope, Alabama. [2] At the appointed time and place, bids were received and tabulated as follows: Please see attached Bid Tabulation Flame Resistant (FR) Uniform Shirts Annual Contract [3] After evaluating the bids with required specifications, Global Trading, Inc. is now awarded (Bid No. 26-034) for Flame Resistant (FR) Uniform Shirts Annual Contract for the Electric and Gas Departments for a not-to-exceed annual contract amount of $50,000.00. DULY ADOPTED THIS 11TH DAY OF MAY, 2026 _____________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 19 of 211 11 May 2026 Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that the City of Fairhope approves the award of the Request for Quotes for Labor and Materials for the Fairhope Municipal Pool Indoor Pool Deck Renovation Project to Cornerstone Hard Surface Restoration for a not-to-exceed project cost of $58,650.00. This Public Works project will be less than $100,000.00 and therefore does not need to be formally bid out. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. Page 20 of 211 11 May 2026 RESOLUTION NO. 5827-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope approves the award of the Request for Quotes for Labor and Materials for the Fairhope Municipal Pool Indoor Pool Deck Renovation Project to Cornerstone Hard Surface Restoration for a not-to-exceed project cost of $58,650.00. This Public Works project will be less than $100,000.00 and therefore does not need to be formally bid out. DULY ADOPTED ON THIS 11TH DAY OF MAY, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Councilmember Booth moved to grant the request of Chris Morrison, CEO of Performance Regattas, LLC - Requesting permission to hold the second event: Setup and practice from June 22, 2026 through June 25, 2026; and Racing June 26, 2026 through June 28, 2026 contingent on acquiring a Business License. See Memorandum and Letter for complete list of requests. Seconded by Councilmember Gammon, motion passed unanimously by voice vote. Mr. Morrison asked if the City Council would allow alcohol from the TBT Restaurant to the end of the Municipal Pier. Mayor Sullivan commented it violates their alcoholic beverage license. Mr. Morrison then asked if the alcohol were donated would they be allowed to take to end of pier. City Clerk Lisa Hanks replied they are not allowed to leave the restaurant premises based on their ABC License; and it would take a Special Event License from ABC and then approval of our Special Event License. The consensus of the City Council was alcohol would not be allowed outside of the restaurant premises as licensed from ABC and the City of Fairhope. Page 21 of 211 11 May 2026 Community Affairs Director Paige Crawford mentioned that the Beach Booth would be open during this race; and there will be a charge for entrance to the park. Mr. Morrison replied they will be parking at the top of Mobile Street and will have golf carts to shuttle people to event. Councilmember Booth introduced in writing, and moved for the adoption of the following resolution, a resolution that the Fairhope City Council hereby accepts the Gift of the Middle Bay Lighthouse Painting by artist Bob Kerek to the City of Fairhope from RaeAnn and Rick Stabler valued at $2,500.00. Seconded by Councilmember Robinson, motion passed unanimously by voice vote. RESOLUTION NO. 5828-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the Fairhope City Council hereby accepts the Gift of the Middle Bay Lighthouse Painting by artist Bob Kerek to the City of Fairhope from RaeAnn and Rick Stabler valued at $2,500.00. Adopted on this 11th day of May, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: ______________________________ Lisa A. Hanks, MMC City Clerk Councilmember Robinson moved to appoint Scott West to the Pedestrian and Bicycle Committee for a three-year term which will expire May 2029. Seconded by Councilmember Booth, motion passed unanimously by voice vote. City Council reviewed an application for a Specialty Retailer of Consumable Hemp Products by Andrew Manas, Ramp Enterprises, Inc. d/b/a Cottage Hill Package by the Bay, 9869 State Highway 104, Suite B and C, Fairhope, Alabama 36532. Councilmember Booth moved to approve the issuance of the license. The motion was seconded by Councilmember Burrell. Page 22 of 211 11 May 2026 Councilmember Gammon asked Mr. Manas how often he is asked for this product and how much he makes selling it. Mr. Manas replied 15 to 20 calls a day; and this past weekend around $2,500.00. After further discussion, motion passed by the following voice votes: AYE – Burrell, Conyers, Robinson, and Booth. NAY – Gammon. City Council reviewed an application for a Restaurant Liquor License by Stacie Knight, Cooper Restaurants, Inc., d/b/a Supper Club at Sweetwater Branch, 5961 Sweetwater Circle, Fairhope, Alabama 36532. Councilmember Booth moved to approve the issuance of the license. Seconded by Councilmember Gammon, motion passed unanimously by voice vote. Councilmember Robinson moved to adjourn the meeting. Seconded by Councilmember Burrell, motion passed unanimously by voice vote. There being no further business to come before the City Council, the meeting was duly adjourned at 8:04 p.m. James Reid Conyers, Jr., Council President ________________________________ Lisa A. Hanks, MMC City Clerk Page 23 of 211 STATE OF ALABAMA ) ( : COUNTY OF BALDWIN ) ( The City Council met in a Work Session at 4:00 p.m., Fairhope Municipal Complex Council Chamber, 161 North Section Street, Fairhope, Alabama 36532, on Monday, 11 May 2026. Present were Council President Jimmy Conyers (arrived at 4:05 p.m.), Councilmembers: Jack Burrell, Joshua Gammon (arrived at 4:28 p.m.), Jay Robinson, and Andrea Booth, Mayor Sherry Sullivan, City Attorney Marcus E. McDowell, and City Clerk Lisa A. Hanks. Council President Conyers called the meeting to order at 4:05 p.m. The following topics were discussed: • The first item on the Agenda was the Presentation 3 Mill for Fairhope Middle School. Principal Anie Hall stated she would be doing an evaluation this evening; and that Assistant Principal Katie Shurett would be going the presentation. The Power Point Presentation is titled “Fairhope Middle School.” (See attached Power Point Presentation) Ms. Shurett announced the school’s score is a 93 and is ranked third in all middle schools in Alabama for 2026. • The Fairhope Junior City Council Project Power Point Presentation was next on the Agenda; and is titled “Bruce Cuddy Pickleball Tournament.” President Camille Hausman, Vice President Mary Elizabeth Owens, Secretary Bethany Pierce, and Programs Manager Fisher Key gave the presentation. (See attached Power Point Presentation) They thanked Mayor Sherry Sullivan, Recreation Director Pat White, and his staff for all of their hard work and support. They presented the Fairhope -Point Clear Rotary Youth Club a check in the amount of $1,119.00. Program Director Charles Durgin and Assistant Program Director LaToya Jones accepted the check; and Mr. Durgin said it will be put in their scholarship fund. Mayor Sullivan thanked the Fairhope Junior City Council and Assistant City Clerk Jenny Wilson for their hard work with this fundraiser. Ms. Wilson announced the names of each Fairhope Junior City Council member; and Mayor Sullivan handed out cords to the senior members and cups to all members. Mayor Sullivan said that the applications for the 2026 – 2027 year are online. Council President Jimmy Conyers asked the FJCC members to state their name, where they will be going to college, and what their major will be. • Planning Director Hunter Simmons and the Discussion of Zoning Amendments was next on the Agenda; and he presented “Zoning Ordinance Amendments: Case No. ZC 25.07.” (See attached Power Point Presentation) Mr. Simmons said, “where do we go from here?” Councilmember Burrell said that we need to set the tone on Planned Unit Developments (“PUDs”) and have greenspace requirements. He said we need a component with residential requirement for density, i.e., 2-1/2 per acre. Councilmember Burrell told the City Council that we can get a recommendation for approval; and we can still deny it. Page 24 of 211 Monday, 11 May 2026 Page -2- Mr. Simmons said we need to keep the PUD as a tool and come with other solutions. Councilmember Gammon suggested 1 to 1-1/2 per acre; and said we need a difference between R-A and R-1. Council President Conyers commented developers want a comfort level and a clear solution. He too said we always have the option to deny. Councilmember Robinson said the owner needs to know that the City Council has the right to deny. He said we look at the broader impact on the Community. Councilmember Burrell questioned Mixed-Use Development’s percentage. Mr. Simmons stated any lot in the CBD would get one residential on the ground floor; and must be commercial with a 75% and 25% residential. The consensus of the City Council was move forward with the percentage presented. Mr. Simmons requested a couple of weeks to bring his recommendations for PUDs and the same with impervious surface percentage. Mr. Simmons said he would look at apples to apples what each City/Town has implemented. The consensus of the City Council on Site Plan amendments was to move forward with what was presented, at least 3 acres for a PUD that is Site Plan driven. Councilmember Burrell said he was okay with 3.b in the PUD with a minimum to 3. Councilmember Gammon agreed with Councilmember Burrell, but would like to see net density. Councilmember Robinson asked what the reason for PUD is if mainly residential. Mr. Simmons responded there could be different Residential Districts within PUD. Councilmembers Burrell and Gammon asked about if over 10 acres; 33 percent commercial. Councilmember Burrell said he was good with a. and b. but wants the 33 percent removed. Councilmember Gammon commented it needs to be good for our Community with a 10 acre limit. Attorney Chris Williams stated we need to know what you want or you will have to vote up or down. Mr. Simmons said he needed guidance with under 10 acres does not need commercial and over 10 acres must have commercial. Mr. Williams told the City Council that they still have discretion for approval or disapproval even if it is not in the Zoning Ordinance. Councilmember Burrell began discussion on “Parking.” He said right now the requirement is one space per unit; and suggested aid to construction for a Parking Garage. Mr. Simmons commented maybe a fee for parking monthly or annually. Council President Conyers agreed with funds for parking; and he wants mixed use, but it must be managed. Mr. Simmons stated a Parking Study will be presented and there will be more discussions. • Councilmember Burrell said the Fairhope Airport Authority meeting is tomorrow night; and they are working on second draft to turn over property to the City for the Industrial Park. • Councilmember Gammon said the Tree Committee will meet Wednesday. He said the Fairhope Environmental Advisory Board met Friday and discussed greenspace. • Councilmember Booth mentioned the Fairhope Public Library’s Summer Movie Program, Summer Reading Program, and then gave an update. • Council President Conyers said the Fairhope Public Schools Commission’s presentations how they spent the 3-Mill Funds. He said the K-1 funds must be used for the Fairhope Feeder Pattern. He said the Parking Authority and Personnel Board will meet later this month. Page 25 of 211 Monday, 11 May 2026 Page -3- • Water and Wastewater Superintendent Daryl Morefield addressed the City Council regarding Agenda Items No. 18, No. 19, and No. 20; and answered any questions if needed. • Gas Superintendent Wes Boyett addressed the City Council regarding Agenda Item No. 23; and answered any questions if needed. He mentioned that Phase II of the Cast Iron Project was complete; and gave credit to his employees: Tristan Kennedy and Kyler Crowley. They both told the City Council that they appreciate them and appreciate working for the City of Fairhope. • City Engineer Richard Johnson addressed the City Council and announced that the Fairhope Single Tax Corporation River Mill Park’s construction will begin next week. He addressed Agenda Items No. 8, No. 16, and No. 17; and answered any questions if needed. • Public Works Director John Thomas addressed the City Council regarding Agenda Items No. 9, No. 12, No. 13, No. 14, No. 15, and No. 22; and answered any questions if needed. • Recreation Director Pat White addressed the City Council regarding Agenda Item No. 24; and answered any questions if needed. • IT Director Jeff Montgomery addressed the City Council regarding Agenda Item No. 21; and answered any questions if needed. • Chief Stephanie Hollinghead addressed the City Council regarding Agenda Items No. 5, No. 28, and No. 29; and answered any questions if needed. There being no further business to come before the City Council, the meeting was duly adjourned at 6:00 p.m. Council President Conyers announced there would be a 10 minute break and then the City Council meeting would begin. ______________________________ James Reid Conyers, Jr. Council President _______________________________ Lisa A. Hanks, MMC City Clerk Page 26 of 211 2025-2026 Page 27 of 211 MISSION TO EMPOWER BOLD AND HONORABLE LIFE LONC LEARNERS WHO STRIVE FOR EXCELLENCE. SERVE OTHERS. AND FIND SUCCESS. Fairhope \liddlc School Page 28 of 211 FAIRHO M I D D L • Hall Principal Angie ' . . al • tant Princip 'C nnor, Assis . . al Sh awn O O • tant Princip tt Assis . I Katie Shure ' . tant Principa • Assis Kristie Davis, Page 29 of 211 ALL BALDWIN COUNTY MIDDLE SCHOOL RESULTS • Fairhope Middle -2026 ranking: 3; 2025 ranking: 6;. chang~ +3 Elberta Middle --. 2026 'ranking: 26;· 2025 • rankirig: 48; change +22 . W J Carroll lnterm.edlate S_cho.ol -2026 • ranking: 35; 2025 ranki~g:_35; .change: 0 . Gulf Shores Middle -2026 ranking: 86; 2025 ranking: 110; change +24 . . Perdido .Elementary ~ 2026 ranking: 101; 2025 ranking: 85; change: -16 .,- . Summerdale School -202~ ranlgns: 145; '2025 ranking: 168; ·cha:p.ge: +23 Central Baldwin Middle -. 2026 raQking: . 155; 2025 rankin :·11s·;·change: +23 ~~ U.S. NEWS AND WORLD REPORTS RANK FAIRHOPE MIDDLE THIRD BEST MIDDLE SCHOOL IN ALABAMA. Page 30 of 211 FAIRHOPE MIDDLE SCHOOL Attendance English Language Learners Climate and Culture Page 31 of 211 Attendance Incentives \Yilh a focus on . \llcndancc lhis ~·car \\·c iinplc1ncnlcd a \lcnlor Pro~ra111 & \ I <>11 ll1l \ •. \l lc11cla11cc . I 11cc11 li\·cs c:hronic .\hscnlccis111 in 202-t,!202"5 -11."59°0 ( :hronic .\hscnlccis111 in 202"5 2026 -< 10°0 EVERY DAY COUNTS-ATTENDANCE GOAL CARD .MY. Attendence Goel □ I will be present and on time every school dey this month or □ I will miss no more then ____ days this month ,My J?ewerd tf I Meet Mx Attendence Goel <Check ON[ rewerdl o Sl0 Chtck-ftl-A Gtft Cerd □ 2 -Cef eterte FAST Pesses (sktp the hne) □ 2 -Guthrie's Snack Peck w/Drink D 4-Sneck Per Coupons o 2-IXL Pesses □ 2-"ol!'lework Pems O Other (epproved), _______________________ _ Month '--------~---------- WhY. Attendence Metters to Me □ I viii heve e better undmtending of l'l'IY lessons □ I wont fell behind in l'l'IY lmons O I will show respons ibility □ Other , ___________________________ _ Student Agreel'l'lent Student Stgn11ture , ________ _ Dete , ________ _ 1. Page 32 of 211 English Language Learners Page 33 of 211 Climate and Culture Page 34 of 211 Page 35 of 211 Data: District Assessment OY 44¾ I\L D.\T .\ IS c·s1J) TO \IL\st ·1a: STl "l)L\T (;!{()\\'Tl I Tl 1not ·c;1 IOl "T Tl IL \'L\H. STl l)L\TS PLHl :OH\11\(; BELO\\' BL\C:11\1.\HI~ P.\HTICIP .\TL I\ I\TLH\'L\TIO\ CL.\SSFS. Page 36 of 211 Data: State Assessment . ama Comprehens we Assessment Program s MA._IV I I I I 7th ELA 8th ELA 7th MATH 8th MATH FMS 24-25 ACAP SUMMATIVE PROFICIENCY PERCENTAGES FMS Baldwin Co. 79% 67% FMS Baldwin Co. 77% 63% FMS Baldwin Co. 58% 36% FMS Baldwin Co. 66% 37% 8th SCIENCE FMS Baldwin co. 66% 56% 1:.\IIU IOPF \lll)l)LI •: S( :1 IOOL STLl)F\TS PEHFOH\11-:1) .\BO\.I•: Tl II •: ( :OL .\TY .\\I) ST.\TI ·: Pl <HCl<\T .\Cl<S I\ .\LL CO\TE\T .\IU-:.\S 0\ TIIF ST .\TI •: Sl .\1\1.\Tl\l : .\SSFSS\IF\T~ Alabama 57% Alabama 55% Alabama 24% Alabama 24% ~~~~ama 41% Page 37 of 211 Local Funding LOCAL FUNDS 3 MILL TAX • Teachers Intervention . Instructional Aides Pirate BooS t Professional Development Page 38 of 211 Local Funding: Instructional Aides & Intervention Teachers Page 39 of 211 Local Funding: Instructional Aides & Intervention Teachers Page 40 of 211 Local Funding: Pirate Boost ~~-~----~------------------------l Students are assigned to Pirate Boost when they have multiple missing assignments due to absences or failing grades. This gives students an opportunity to work during the school day and have support. Pirate Boost has reduced our student failure rate. I am thankful to serve the students of Fairhope Middle School and see them succeed. -Faye Sheppard Page 41 of 211 Local Funding: Professional Development _.-;;;.---------------' Southern Reg ona Education Board • • • • A team of teachers traveled to ew Orleans where they attended the Southern Regional Education Board (SREB) conference. Teachers were able to participate in personalized learning where topics focused on how to best serve diverse students. They also had an opportunity to meet with Alabama State Superintendent, Dr. Mackey Page 42 of 211 Local Funding: Professional Development • • Innovative Schools Summit • • We were able to send our curriculum leader, a counselor, an English teacher, and our Special Education team leader to the Innovative Schools Summit in Chicago. This was four conferences in one! Innovative Teaching Strategies, At-Risk Students, Social-Emotional Learning, and Innovative School Leadership. Page 43 of 211 Pirate Pledge I WILL DO THE RIC.HT THING BECAUSE IT IS THE RIC.HT THING TO DO FOR MYSELF AND OTHERS. Page 44 of 211 Page 45 of 211 Bruce Cuddy Pickleball Tournament Fairhope Junior City Council April 25, 2026 Page 46 of 211 Despite morning rain, the event was able to .service around 30 players. We provided refreshments (doughnuts, pizza, water, and Gatorade). Tropical Sno was invited and onsite with snow cones. The bouncy house also provided a fun environment for the younger kids who had been brought by players . The rain postponed the event start time until 11 :30. This was communicated with the players by their contact method they provided when signing up for the tournament. Once the tournament began, the sun had come out and the water had been almost completely cleared from the courts. ,:;:...-_ o~.;,,~ Page 47 of 211 Fundraiser Report $800 • Participation Fees Donations Fundraiser Total: $1,119 Rotar~. OULJ Club FAIRHO PE / PO INT Cl.EAR Page 48 of 211 Donors We had multiple donations given at the event by participants . We also had a corporate donation given to us by Tony's Towing Inc. 100% of donations from the tournament are going to the Rotary Youth Club in Fairhope. Page 49 of 211 The Bruce Cuddy Pickleball Tournament supported our local community and raised $1,119 that is donated to the Rotary Youth Club. Thank you Mayor Sherry Sullivan and City Council along with Pat White, Director of Recreation, and staff for your support on our project. Page 50 of 211 Page 51 of 211 City of Fairhope City Council May 11, 2026 Zoning Ordinance Amendments Case: ZC 25.07 Prepared by: Hunter Simmons Page 52 of 211 Summary @I) Background: These amendments are proposed in response to Comprehensive Plan input, conversations with City Council and Planning Commission, Staff evaluation , and consultation with Legal Counsel. Future Plans: There will be more amendments proposed in the coming month(s)/year(s). Current Zoning Ordinance and Subdivision Regulations, along with other City regulations, have only had piecemeal edits over the last 20 years . Planning Staff has requested a budget item to begin an all-inclusive review and overhaul of current policy, to more efficiently guide the City's long-range growth. February 2026 Update: Amendments were proposed to the Planning Commission in September 2025 and to the City Council in October 2025. Staff was asked to revisit some of the proposed amendments and bring back revisions to the City Council. The following pages summarize changes to the amendments since they were heard during the October and November meetings. Page 53 of 211 Change Log: October VS February VS May October February May 1. Changes to Site Plan Review requirements No Change No Change Since February 2. Impervious Surface Maximum added to No Change No Change Since February Residential 3. Recreational Zoning Districts No Change No Change Since February 4. Townhouses No Change No Change Since February 5. Multi-Family/Apartments No Change No Change Since February 6. Mixed-Use Buildings Increased density and floor area ratio in the CBD; Decreased max. required commercial on decreased max. required commercial ground floor ground floor from 80% to 75% from 90% to 80% 7. Planned Unit Developments (PUD's) No Change Removed changes entirely 8. Village Districts No Change No Change Since February 9. Use Table Exception for existing single-family and two-family Added single-family and two-family uses back into B-3a, B-3b, & B-4; will come back w/ lodging uses in 2nd round 10 . General Maintenance and Definitions Revised Gross Floor Area definition; changes to No Change Since February definition of building height removed entirely Page 54 of 211 Why have a maximum impervious surface requirement? There does not seem to be many concerns with the concept of the maximum impervious requirements. For the most part, the concern seems to be focused on the permitting and enforcement of those requirements. The amendment to the Zoning Ordinance is the first part. If adopted, the City will monitor permits and adjust processes or propose new amendments to local regulations to accommodate challenges. Currently, the Zoning Ordinance requires adequacy for control of surface drainage for any permit. Impervious Surface 8 Page 55 of 211 Regional Comparison: Baldwin County: • Definitions: o Ground Cover Ratio {GCR) -A ratio derived by dividing the total of all impervious surfaces on a lot by the lot area. o Impervious Surface -Any Hard Surfaced, man-made area that does not readily absorb water, including but not limited to: building roofs, streets, sidewalks, parking and driveway areas paved with asphalt, concrete, gravel, limestone, oyster shells, sand, clay or similar materials; and recreation areas. • Impervious Surface Restrictions: o RSF -E, RSF-1, RSF-2, RSF-3, RSF-4, RTF-4 RSF-6, RTF-6 max GCR = 0.35 o RMF-6 & HDR: • Single & two-family max GCR = 0.35 ■ Multi-family, townhouses max GCR = 0.80 o B-1 max GCR = 0.60 o B-2, LB max impervious surface ratio= 0.60 o B-3, B-4 max impervious surface ratio= 0.70 o MR, OR, TR, M-1, & M-2 max impervious surface ratio= 0.80 o Local provision for District 25, the max impervious surface ratio for Multi-family buildings in RMF-6 is 0.50 . o Local provision for District 37, the max impervious surface ratio for B-3 and B-4 is 0.60 . Impervious Surface CJ, Page 56 of 211 Regional Comparison: Gulf Shores: • Definitions: Impervious Surface -A surface composed of any material that significantly impedes or prevents natural infiltration of water into soil. Impervious Surfaces include, but are not limited to, rooftops, Buildings, Thoroughfares, swimming . pools, fountains, sidewalks, tennis courts, and any concrete or asphalt surface . Pervious Paving areas are not considered Impervious Surfaces Building Coverage -The percent of total Lot Area covered by the shadow configuration footprint that would result if the noon sun were located directly over the Lot in question. Building Coverage applies to the roof surface of all Buildings and covered Parking Structures, but excludes temporary Buildings, open air trellises, picnic shelters, canopies, Awnings, swimming pools, tennis courts, sidewalks, surface parking lots, Driveways, paths, trails, plazas, and similar uncovered surfaces. • Residential Impervious Surface Restrictions: Zonin District Max Building Coverage Max Impervious Surfaces R-1-1 17% 30% R-1-2 20% 35% • Commercial Impervious Surface Restrictions: • Varies greatly by district R-1-3 25% 40% R-1-4 30% 50% R-1-5 40% 55% 30% 50% 25% 55% 25% 60% Impervious Surface (I, Page 57 of 211 Article Ill, Section D.14.c & d Previous (5) Maximum allowable Gross Density: One Dwelling Unit per 3,630 square feet of land contained in the parcel d. Use Restrictions: (I) Residential Uses: Upper Story Dwellings shall be allowed in accord with the following requirements: (i) No Upper Story Dwelling shall have a gross floor area of less than 600 feet. (2) Commercial Uses: (i) At least 80% of the ound 0oori of a Mixed-Use Building shall be occupied by CommerciaVnonresidential uses. For the purposes of thi s calculation, parking garages/areas, located within a Building 's footprint, shall not make up more than 20% of the ground floor. Revised ' I '-' ._, (5) Maximum allowable Gross Density : One Dwelling Unit per 7,000 square feet of land contained in the arcel A minimum of one (I) dwelling unit may be pcnnitted, regardless of the aforementioned ,000 square foot si/e requirement, for all legal lots in existence prior lo _ 026. Any and all new lots created after 2026 shall confonn to th axirnurn allowable Gross Densi ty d. Use Resh·ictions: (!) Residential Uses : Upper Story Dwellings shall be allowed in accord with the following requirements : (i) No Upper Story Dwelling shall have a gross floor area ofless than 600 feet. (2) Commercial Uses: (i) At least 75% of the first tloo shall be occupied by Commercial/nonresidential uses. For the purposes of this calculation, parking garages shall not make up more than I 0% of the first/ground floor. Mixed-Use Buildings @ Page 58 of 211 Article V, Section I.A. Previous 2. Size - A Planned Unit Development shall be a minimum of acres. 3. Permitted Uses -The PUD District shall be assembled using 11ft) ef the .....-eftl ease zoning dislfiets the following base zoning districts listed in paragraphs a. and b. below. pre ,ided in the Fairhepe Zening o..!iBaeee. The list of permitted uses that will be utilized in each project shall be described and contained in the master development plan accompanying each Planned Unit Development application. a. No PUD may be comprised exclusively of residential uses. At minimum, 33% of the developable acreage within the proposed PUD shall utilize the following base zoning districts and shall be completed during the first development phase . (I) B-1 -Local Business District (2) B-2 -General Business District (3) B-3a -Tourist Resort Lodging District (4) B-3b -Tourist Resort Commercial Service District (5) B-4 -Business and Professional District Proposed base zoning districts should account for neighboring uses , as well as the Fairhope Comprehensive Plan to determine appropriate base zoning di stricts. b. If the PUD includes residential uses, the base residential districts shall be limited to the following: (I) R-A -Residential/Agricultural District Revised (2) R-1 -Low Density Single-Family Residential District (3) R-l(a)-Low Density Single-Family Residential District (4) R-l(b)-Low Density Single-Family Residential District (5) R-l(c)-Low Density Single-Family Residential District (6) R-2 -Medium Density Single-Family Residential District (7) R-3 -High Density Single-Family Residential District 2. Size -A Planned Unit Development shall be a minimum of 3 acres . 3. Permitted Uses -The PUD Dislrict shall be assembled using any of the current base zoning districts the provided in the Fairhope Zoning Ordinance . The list of permitted uses shall be described and contained in the master development plan accompanying each Planned Unit Development application . Planned Unit Development @) Page 59 of 211 Article Ill , Section B Previous Table 3-1: Use Table lhffUlaa Single-Family • • • • • • Two-family • • Townhouse 3 3 3 Patio Home 3 Revised Table 3-1: Use Table lhfflllq Single-Family • • • • • • • • • Two-family • • • • Townhouse 3 3 3 Patio Home 3 Use Table CJ, Page 60 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-908 FROM: Hunter Simmons, Planning Director SUBJECT: Site Plan Review and Approval — Request of the Applicant, Lieb Engineering, on behalf of the Owner, FST Encounter Development, LLC, for Site Plan Approval of Foosackly's Fairhope on property zoned B-2 General Business District. The property is located on the east side of State Highway 181, north of State Highway 104 and is 1.52+ acres. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: City Council to approve the site plan. BACKGROUND INFORMATION: This Site Plan will be familiar as it was previously approved. It expired before a building permit was applied for and is seeking approval again. The development is the same as the previous request with no changes. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) GRANT: LEGAL IMPACT: FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: Individual(s) responsible for follow up: Page 61 of 211 Action required (list contact persons/addresses if documents are to be mailed or emailed): Page 62 of 211 Planning Commission (6 Ayes)(0 Nays) voted to recommend approval of SR 26.03 Page 63 of 211 SR 26.03 – Foosackly’s & Just Chillin’ May 26, 2026 1 6 SUMMARY OF REQUEST Plan Approval of Foosackly’s SITE HISTORY STAFF COMMENTS Site Plan Setbacks - COMPLIANT Buildings - COMPLIANT There are two (2) proposed restaurant buildings on the site that will face each other. Just Chillin’ is 17 ft high and Foosackly’s is 19.6 ft high. The buildings combined takes up almost 11% of Lot 4. Proposed use is a local Tree & Landscaping - COMPLIANT Parking - COMPLIANT Connectivity - COMPLIANT Drainage - COMPLIANT Page 64 of 211 SR 26.03 – Foosackly’s & Just Chillin’ May 26, 2026 2 6 Exterior Lighting - COMPLIANT Mechanical Equipment - COMPLIANT Dumpster - COMPLIANT The double dumpster enclosure is located on the Foosackly’s portion of the site. A 1000 also located on the Foosackly’s site. Shrubs will be around the parts of the enclosure that are not part of the Signage - N/A Erosion Control - COMPLIANT Utilities - COMPLIANT ADA Standards - COMPLIANT Traffic - COMPLIANT y’s is 87 trips and Just Chillin’ 39 trips (Total: 126 Lot Access - COMPLIANT Comprehensive Plan - COMPLIANT Impacts on Surrounding Neighborhood - COMPLIANT Benefits to the Community - COMPLIANT Page 65 of 211 SR 26.03 – Foosackly’s & Just Chillin’ May 26, 2026 3 6 SITE PLAN CONSIDERATIONS Standards of Review: Recommendation: APPROVAL –Foosackly’s and Just Chillin’ Page 66 of 211 EXHIBITS SR 26.03 – Foosackly’s & Just Chillin’ May 26, 2026 4 6 Proposed Site Plan 9- E8 N 32 7o H - 9 2" 23 4 T 1 a 3 n‘s " ( ’ - 0a m 0 e ’I \ m) -- — —■ 55 \ \ V 8 s It © J I FI 59 s I 35 s r A 25 4 5 3 8 ’ g8 - F 2 O F 1 -b 0. 8 E 19 , "0 1 — i az n L 2‘ e - I 2 as > II m I t Ls e 38 U t (B E . a s . O . O . H H . 1 -S ? ■ al l § 8 y or : i u ag L JI L C I N G L‘ SF HI 2 d _ 8 - < ■ t \ T L T E - E C t ' - 2P e 4 10 3e — W. \ - H L T - i 1 &ih 9 32 9 1 h a i I I I I I I I I I I I I I a A 1! i ni s 2 V 4 — C - tr • 7 m ' m e SE ? —F 2• E T E I E - U F. 22 $$ 3 2 3 3 2 4 88 e 5 2 e 2 1 I e \ \V nf : y i F ST A T E H I G H W A Y N O 1 8 1 (R . O . W . V A R I E S ) \ m" J % P 2 if i 58 , • AS t I I I I -- - st 2 mA n "2 F' HE U D R I V E ( 5 0 ‘ R . O . J-- J-- - J 4 - t-- - - - - - \ •R . =d A ^d H O ma " 25 ■= §o Page 67 of 211 EXHIBITS SR 26.03 – Foosackly’s & Just Chillin’ May 26, 2026 5 6 Proposed Landscape Plan g---6sy3#!2 tid- r3 +1,4 7.croI%yfeny 4 Jtdzv"s3■.4(iOsaimo”Ue9.r #2.#1l ■—tovAc grr ) s..#1 **sl W s I de< .Jl 3 r =1 —/LI -mr mo T J}.-: •- Proposed Building1r2o,■ ■I .***(Refer to Architectural/Cii)1 / 90■Soukvp: 4 oxitan. N.” L..t.1 j 8.y /:63.r Li -.X £Az .Il () 1196a 20000,. f.4nD--ko 3 —“0000t" 8 A = X— ... " ?I G Fi .£7. - 1 #4 G : ■ ■ -S2 ' $ -2 ( 17 2 3530 ■ —4 oh. .5 — (9—— ' ■ a. V D/—Ta. . at” “ 40"40%9e a 45 A EW2PN h to: | Proposed Building . ed"r to ApoMkroooafc") - - Page 68 of 211 EXHIBITS SR 26.03 – Foosackly’s & Just Chillin’ May 26, 2026 6 6 Foosackly’s Elevation Just Chillin’ Elevation O m=P =H IOPOEPAA APELA mowOchC.U 1 -)CDfP. 0 L- =OC QMAIN ENTRANCE ELEVATION 2 - UPCFEARNEE © chicken 1 I -83 0 0 0 TOP Of WAMSCQI 6 TS41U1 (2 FRONT ELEVATION T ■ him him “ T him mim ( FRONT ELEVATION III Q LEFT SIDE ELEVATION f “m a‘ T ‘r n him hm ( REAR ELEVATION ihii ■ LOCAKCNWALXAN UNT-SEALCOAPLAN KB won 0 PATIO ELEVATION Page 69 of 211 APPLICATION FOR SITE PLAN APPROVAL Application Type: Site Plan Attachments: Articles of Incorporation or List all associated investors Date of Application: ______________________ Property Owner / Leaseholder Information Name of Property Owner: _______________________Phone Number: ___________ Address of Property Owner: ________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Proposed Site Plan Name: ________________________________________________ Site Acreage: _______________________ Sq. Footage: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Engineer/Architect Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ Signature ___________________________________________ Fairhope Single Tax Corp. (If Applicable) Foosackly's Fairhope 05-46-01-02-0-000-001.969 Chris Lieb with Lieb Engineering 251 978-9779 7671 Parker Road Fairhope AL 36532 FST Encounter Development LLC 3/10/2026 Ivan Blackmon__________________________________ Property Owner/Leaseholder _________________________________ Date 03/10/2026 or FA/ o. 0 □ 0< Page 70 of 211 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' ■ LOT 5 ELECTRICAL WIRE BUNDLE I (\AIA )A(ABOVE GROUND) li%(WATTIER #5) 334 7RAP CRF,e 231 9 YELECTRICAL KABOVEGF ER #5)-113-114—L WIRE BUNDLE A iimnmnnnGROUND) NOTES:•uu S2 I -••1.SEE SHEET C2.0 FOR ALL GENERAL NOTES.I-114.46 <114.46-114.46 -114 22114.21- 114.46 5S | 2080 0 I -114.12 13 =114 =d -113.82 20.0 3 UH -113.2420.0’ GREEN SPACE 113.22 I LEGEND113.55 BUFFER ■113.00 113.55- .. 7 [ ] / &STANDARD DUTY ASPHALT PAVING*------- 113.38 Xo 113.13- CONCRETE SIDEWALK 110.24- 1 EXISTING ASPHALT PAVING■112.14 I112.25-V • \ 00 6 / 111.32-112.09-SWRT 50 ; J03114.69Jo 0)I J -112.43/ -111.890)777 970QK Q sA1lQ).t’e7779WT.te.s -110.90 -111.91 Q110.60-oLOT 4110.38r -•110.16- -—110.00I 109.84-LJZE110.60-111.00- \ 109.84-D 110.88- LL TAPPLL110.32 10.50 110.32N -LuIlli10.321 -11v110.47 00 *—) JI• J112.25- m U.112.69- A 1#E112.1811 11C.00RY111.68—d L 112.96-a-112.96 I2.18□■111.55 18 -112.32.05GAS NAT).78-‘911.86 24”RCP (N) 101.90’111.62 -111.68- 60”RCP (E) 101.76’108 111-48”RCP (W) 103.64’--------112.36—112.12111.28--J 4D DRAINAGE EASEMENT = == -L'CRF~ (WXTTASWR' (WATTIER #5) 2J \V IARC LENGTH RADIUS CHORD BEARINGCHORD LENGTH O96.06' (Q) 275.00' (0) N 09'51'15” W 95.57' (0) ,CJ 95.99‘ (R) |275.00’ (R)|N 09'52’33" W 95.51‘ (R)To —LOT 3 •CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW AERIAL OVERLAY FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20*JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBERLIEB ENGINEERING C9.0 ACOMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF9 11 I I D. los o 09 -112.30 m -114.43 • g l l I I ■ .110.39 110.39 - I I I QK Q STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ nd□ O LO STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48"RCP (E) 102.51’ -8”RCP (W) 103.40’ — 113.90 NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) £RF (WATTIER #! STORM MANHOLE RIM 112.06’ ’FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ o S1 z STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ (I CURVE C1 1112.30 (D-112.80 ol-112.30 = -113.61 y LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 8, V 113.62- mnmmmqvw 1/15/2024 9ADAM" 751648 , No. 31204 ] PROFESSIONAL) % b — ~rex 8 itee 111.59- Z - = _SLOPED CONCRETE HEADWALL -110.29 1 10.42\ /110.97 X —110.69 (WATTIER #5) .CRF (WATTIER) ! li |I AA I 112.64- %s i I i | g l I -110.17 -110.13 111.00 Page 71 of 211 FD FD PATIO SEATING 32 SEATS FAMILY RESTROOMFAMILY RESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS Proposed Building (Refer to Architectural/Civil) BU S H E L D R . ST A T E H W Y 1 8 1 Proposed Building (Refer to Architectural/Civil) #1 #2 #6 #7 #8 #9 #10 #11 #12 SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SO D SO D SODSOD SOD SO D SOD SOD 1 2.5" Cal. Overcup Oak 3 2" Cal. Min. Bracken`s Southern Magnolia 49 48" Tall at Planting Pringles Podocarpus 1 30 gal Live Oak 3 2.5" Cal. Overcup Oak Bracken`s Southern Magnolia 2" Cal. Min. 2 5 30 gal Lavender Crape Myrtle Eagleston Holly 30 gal 7 Obsession Nandina 3 gal. 20 Breeze Grass 3 gal 9 Bracken`s Southern Magnolia 2" Cal. Min. 1 Lavender Crape Myrtle 30 gal 1 111 1 gal Emerald Goddess Liriope 92 1 gal Emerald Goddess Liriope #3 #4 #5 13 48" Tall at Planting Pringles Podocarpus 15 48" Tall at Planting Pringles Podocarpus 1 2" Cal. Min. Nuttall Oak 1 2" Cal. Min. Nuttall Oak 10 3 gal. Obsession Nandina 17 48" Tall at Planting Pringles Podocarpus 82 1 gal Emerald Goddess Liriope 8 2 gal Chef's Choice Rosemary Chef's Choice Rosemary 2 gal 16 Emerald Goddess Liriope 1 gal 56 SOD 4. 0 0 ' 4. 0 0 ' 14 48" Tall at Planting Pringles Podocarpus NOTES: 1. All areas disturbed by construction shall be sodded or mulched unless otherwise noted. (Typ.) 2. NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 3. See sheet L-1.2 for details & schedule. 4. Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. JOSEPH HENRY COMER IV NUMBER 539 REGISTERED LANDSCAPE ARCHITECT STATE OF ALABAMA SEA L N O T V A LID UNL E S S S I G NED ESPA L I E R , LLC. Bu s h e l D r i v e FA I R H O P E F O O S A C K L Y ' S Fa i r h o p e , A L NORTHNOTES: 1. BASE SURVEY PROVIDED BY LIEB ENGINEERING. 2. LOCATION OF STRUCTURES, HARDSCAPE, AND EXISTING VEGETATION SHALL BE FIELD VERIFIED. 3. VERIFY ALL LAYOUT AND DIMENSIONS IN FIELD. 4. PLANT COUNTS ARE FOR CONVENIENCE ONLY. FIELD VERIFY ACCORDINGLY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE. 6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS. 7. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN DRAWINGS OR FIELD CONDITIONS. 8. REFER TO ARCH. / CIVIL FOR ALL UTILITIES, GRADING, DRAINAGE, & HARDSCAPE. Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. PLAN L-1.1 LANDSCAPE 0 SCALE: feet163248 1/16" = 1'-0" 1 1 ++1 56’1 7 .19 (R) I 96.1 4 10095000090,I (TIER* o 114.Q/. 'DCC..,000000.,00000.Lg".-J L -•DDII O O .O0.00 :O l(D)301 .. (, ‘ P".. C-—o 00000°A _7 '+wotuorr" |.0.Je •/ J2114I+ —J C (6 ■ Tave (.)poapr”7GmEl edMy/Ng20 ba7))+O I • 7 + 3%9n966..,1I JC?.‘s . - 3000 • / ger ______________7 t.V "M"y, ■ l-—! O I 4? ( cxiIponer “as.,.I f. O,•f' \+I 5IX \. /IC. $3‘angSou.,{.)4 4*polapdh "9ng86v., II I P1s-I- " adl.) &) —one fee i. IG(.t 8I‘aat..g .sJ. । / W)N ■ (. h2il 76/2paitaq if. • g. I 3 ■■ J 00000 2 (“).1I . (ISSUED/REVISEDIOOo00000 ER ■ ++ I SHEET TITLE I I 1 si / I ! I I O O . O ° d S2 . O- O O O O O* O Permitting 12/20/24 Permitting 1/9/25 Revised 1/29/25 Revised 2/6/25 O . O O O O O .% - O 3 i DESIGNED BY JC DRAWN BY JC_____ CHECKED BY JC PROJECT NO. 2468 DATE 12/16/24 - I (w"d . ‘s ' ' 6 * Banrgdoes • 3 ) Xs * "P“ „.4 O O •: O O ESPALIER landscape architecture FILE NAME FAIFOOLA 0 O. O • O O O: O. O -. o O o o O • a0° 8 ) °“O.-00 "Yt* nnggsoconn"/. 7 I 7 8,O o O O 0000000° / ' Espalier, LLC P.O. Box 1247 Fairhope, Alabama 36533 P: 251.454.3500 espalierdesign.com 000000 6 00° 2 ° ° o' 000000° O O O .O . O O O:. JCX " 33000., %0o‘nss.,, Q 4 + 00° % O O O O O O: 0000000 "nSSow., O 1 0000003000 7 s . Sg../M •y ( ‘ 00090000 o ' Page 72 of 211 APPROVED NURSERIES: 1. GREEN FOREST NURSERY 2. FLOWERWOOD NURSERY 3. GREENS NURSERY 4. CHERRY LAKE NURSERY Other nurseries may he approved at the discretion of the landscape architect. NOTES: 1. HARDWOOD MULCH ALL BEDS. APPROVE MULCH SAMPLE WITH LA. 2. APPLY GRANULAR PRE-EMERGENT TO ALL PLANTING BEDS. SEE NOTES. 3. USE WOODACE FERTILIZER TABS IN ALL PLANTING PITS. SEE NOTES. 4. PREP. PLANTING PITS & GROUNDCOVER AREAS WITH PLANTING MIX. SEE NOTES. 5. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY. 6. SEE LANDSCAPE NOTES. CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS: PERIMETER REQUIREMENTS: Bushel Road Frontage Feet = 224'/30' = 7 Trees in First 25' regardless of tree credits. Hwy 181 Road Frontage Feet = 225'/30' = 8 Trees in First 25' regardless of tree credits. Remaining Perimeter Feet = 566'/30' = 19 Trees Parking Requirements (1 Tree/12 Spaces) = 48 Spaces/12 = 4 Trees Total Existing Tree Credits = 12 Total Trees Required = (2) Bushel, (1) Hwy 181 (Overstory), 19 Perimeter Trees (At Least 50% Overstory), & 4 Parking Lot Trees SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE CALIPER HEIGHT REMARKS CITY REQUIRED TREES 7 Ilex x attenuata 'Eagleston'Eagleston Holly 30 gal 2" Cal. Min.8' Ht. Min.Single Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Approve photo with LA. 6 Lagerstroemia x `Muskogee`Lavender Crape Myrtle 30 gal (3) Canes Min. @ 1"/Cane 8' Ht. Min. Tree Form, Multi.Trunk, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Cherrylake Nursery, Approve photo with LA. 6 Magnolia grandiflora `Brackens Brown Beauty` Bracken`s Southern Magnolia 2" Cal. Min.10' Ht. Min. FTG. NO B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Cherry Lake Nursery 352-429-2171, Approve photo with LA. 4 Quercus lyrata Overcup Oak 2.5" Cal.10' Ht. Min. Trees Shall Meet Size Specifications Regardless of Container Size. Hunter Trees 2 Quercus nuttallii Nuttall Oak 2" Cal. Min.10' Ht. Min. Trees Shall Meet Size Specifications Regardless of Container Size. Hunter Trees 1 Quercus virginiana Live Oak 30 gal 2" Cal. Min.10' Ht. Min. No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Cherrylake Nursery SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS SHRUBS 9 Lomandra longifolia `Breeze`Breeze Grass 3 gal 36" o.c. 30 Nandina domestica 'Seika'Obsession Nandina 3 gal.36" o.c. 108 Podocarpus macrophyllus `Pringles`Pringles Podocarpus 48" Tall at Planting 15 Gal.48" o.c.Must be 48" tall planted out from finished grade at time of planting. Regardless of container size. 24 Rosmarinus officinalis 'Roman Beauty' Chef's Choice Rosemary 2 gal 30" o.c. SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS GROUND COVERS 25,922 sf Cynodon dactylon `Tif 419`419 Bermuda Grass sod 341 Liriope muscari 'Love Potion No. 13'Emerald Goddess Liriope 1 gal 15" o.c. PLANT SCHEDULE EXISTING TREE CREDIT TABLE TREES PROPOSED TO REMAIN: #1-2" Oak /8 = 1 #2-2" Oak /8 = 1 #3-2" Oak /8 = 1 #4-2" Oak /8 = 1 #5-2" Oak /8 = 1 #6-2" Oak /8 = 1 #7-2" Oak /8 = 1 #8-2" Oak /8 = 1 #9-2" Oak /8 = 1 #10-2" Oak /8 = 1 #11-2" Oak /8 = 1 #12-2" Oak /8 = 1 Total Tree Credits = 12 LANDSCAPE NOTES: 1. This section covers furnishing and installing all landscape plants and non-plant materials covered by the drawings and these specifications. The work shall include materials, labor, equipment and services as described herein and indicated on the drawings. Also, the work shall include the maintenance of all plants and planting areas until acceptance by the Owner, and fulfillment of all guarantee provisions as herein specified. 2. Before beginning work, the contractor shall thoroughly acquaint himself with the existing site conditions and proposed plans. The intent is to provide a smooth transition between existing conditions that are to remain and the new site features with minimal damage to existing trees and vegetation. 3. Contractor is made aware of active existing underground utilities. It is the contractors responsibility to familiarize himself with the location of said utilities and other obstructions. The contractor shall investigate and verify, in the field, the existence and location of all utilities and any existing irrigation piping, and take necessary precautions to prevent their disturbance and avoid interruption of service. Contractor is responsible for calling appropriate line location service. All damaged utilities shall be replaced to owners satisfaction by contractor with no additional charge to owner. 4. Discrepancies between site conditions and conditions on plans shall be call to the attention of the Owner immediately. 5. Existing grades shall be verified in field prior to beginning any work. Discrepancies shall be brought to the landscape architects attention immediately. Landscape contractor to provide fine grading to ensure positive drainage. 6. The landscape architect shall have the right to reject any and all work and/or materials at any stage of progress which in his opinion do not meet the requirements of these plans and specifications. Such rejected material shall be removed from the site immediately and replaced with acceptable materials. 7. Landscape contractor is responsible for obtaining all state and local permits and licenses required to perform this work. 8. Landscape contractor shall abide by all state and local laws and ordinances. Contractor shall also conform to POA or ARB guidelines if applicable. 9. All work shall comply with the current edition of the Standard Building Code published by the Southern Building Code Congress International, Inc. 10. Topsoil shall be sandy/loam natural, friable, and fertile with a PH of 5.5 to 6.5. Topsoil shall be free from roots, stones, debris, noxious weeds, or any substance harmful to plant growth. Quality of Topsoil to be approved by Landscape Architect. 11. Once delivered to the site, the contractor is responsible for the protection, including theft, of all materials. 12. The landscape plan is to serve as a guide for installation. Field adjustment and changes to layout may be made by Landscape Architect. 13. Contractor shall layout all plant material per planting plans and schedule a site meeting with landscape architect for approval with a minimum of 48 hours notice. 14. Quantities shown on plant list are for convenience only. 15. All groundcover & flower beds shall receive 3" minimum of planting mix consisting of decomposed pinebark or mushroom compost and blended into the top 6" of existing soil. Rake beds smooth and top dress with 2" min. of ground pinebark prior to planting. 16. All tree and shrub planting pits shall be backfilled with 75% excavated soil & 25% planting mix consisting of decomposed pinebark or mushroom compost. 17. All trees shrubs and groundcovers shall be planted with Woodace fertilizer tabs at rates per manufactures recommendations. All planting beds shall also be top dressed with a slow release Osmocote fertilizer or equal per manufactures recommendations prior to mulching. 18. All beds shall receive Freehand pre-emergent herbicide or equal. 19. Unless otherwise noted, all beds shall receive 3" compacted depth of fresh Long Leaf pine straw free from sticks and pine cones. Groundcover areas with 4" plants or plugs shall be mulched with pulverized pinebark mulch unless otherwise noted. 20. All bed lines shall have 3" V-Shaped trenches. See detail. 21. All plant material shall meet or exceed federal, state, and county laws requiring inspection for plant disease and insect control. 22. All plant material shall be Florida #1 or better and meet the latest standards of the "American Standards for Nursery Stock". 23. All trees shall be staked with arbor guy (or equal) tree stakes per manufactures recommendations. 24. All disturbed areas shall be irrigated and sodded. 25. Contractor shall maintain all plantings and lawn areas until final acceptance by owner and landscape architect. Unless specified otherwise, maintenance includes mowing, edging, weeding, blowing, pruning, watering, mulching, etc. 26. Brown or defoliated plants shall be removed and replaced immediately. 27. All materials and workmanship for landscape and irrigation shall be guaranteed for a minimum of one year from final acceptance. 28. No work shall be performed in any R.O.W. without approval by the appropriate Federal, State, County, or City authority. LANDSCAPE NOTES NTS LA-16 1 MULCH TREE RING 3" DEEP (TYP.) KEEP MULCH OFF TRUNK +/-2" SPECIFIED PLANTING MIX. WASH IN BACKFILL TO REMOVE AIR POCKETS AND SETTLE SOIL. 4" SOIL WATER WELL ABOVE FINISH GRADE SET TOP OF ROOTBALL 1.5" ABOVE FINISH GRADE. SLOPE SOIL AWAY FOR POSITIVE DRAINAGE. FINISH GRADE UNDISTURBED SUBGRADE SPECIFIED FERTILIZER TABS ARBORGUY STAKING KITS OR EQUAL. INSTALL PER MANUFACTURERS SPECS AND SIZING. 3 REQUIRED 120° APART. HIGH VISIBILITY FLAGGING TAPE TREE PLANTING N.T.S. ARBORGUY ANCHORS TO BE DRIVEN INTO UNDISTURBED SUBGRADE. NOT PLANTING PIT. LA-01 2 SHRUB PLANTING DETAIL N.T.S. NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE TO ENSURE POSITIVE DRAINAGE IN ALL DIRECTIONS AND AWAY FROM ALL STRUCTURES. SHRUBS TO BE PLANTED 1" HIGHER THAN FINISH GRADE. 3" OF MULCH AS SPECIFIED SOIL BACKFILL AS SPECIFIED WITH FERTILIZER TABS AS SPECIFIED AT RATE PER MANUFACTURER SPECIFICATIONS. LIMITS OF MULCH BED. EDGE OF SOD, WALK, OR CURB BUILDING FACADE OR WALL 32" Min.o.c. spacing o.c. spacing 32" Min. 2 x Dia. of Rootball 6" MIN. LA-023 GROUNDCOVER PLANTING DETAIL N.T.S. NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE TO ENSURE POSITIVE DRAINAGE IN ALL DIRECTIONS AND AWAY FROM ALL STRUCTURES. PLANTING BED PER SPECIFICATIONS 2" OF PINEBARK MULCH FOR ALL 4" POTS UNLESS OTHERWISE NOTED. MULCH AS SPECIFIED FOR 1 GAL. GROUNDCOVERS. O.C. SPACING (TYP.) UNDISTURBED SUBGRADE LIMITS OF MULCH BED. EDGE OF SOD, WALK, OR CURB BUILDING FACADE OR WALL LA-03 4 SUBGRADE TRENCH BED EDGE N.T.S. 3" OF MULCH AS SPECIFIED CROWN MULCH AS SHOWN TO ENSURE POSITIVE DRAINAGE MULCH TO BE 1" LOWER THAN FINISH GRADE AT EDGE FINISH GRADE NOTE: TRENCH EDGE SHALL BE LOCATED AT ALL SOFT AND HARD EDGES. 1" 3" 3" 5 LA-04 JOSEPH HENRY COMER IV NUMBER 539 REGISTERED LANDSCAPE ARCHITECT STATE OF ALABAMA SEA L N O T V A LID UNL E S S S I G NED ESPA L I E R , LLC. Bu s h e l D r i v e FA I R H O P E F O O S A C K L Y ' S Fa i r h o p e , A L Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. LANDSCAPE L-1.2 DETAILS Lo + %O.000000 o 3 J J J J J 3.4J J JLA J. —========AIHIIHIHIHIHIIEIi—————————I—IHII—IHIHHIHIEHIIEEIE• 11—111—111—111—111—111—111—111—111—11L o o 1 AAIUAAAAAAWAAIAAAUA 625* 1 ISSUED/REVISED I— =--422T 1=111=11 -270 / 1 T T7) DrBAl. W B twee SHEET TITLE o o Permitting 12/20/24 Permitting 1/9/25 Revised 1/29/25 Revised 2/6/25 ROOTBALL work DESIGNED BY JC DRAWN BY JC_____ CHECKED BY JC PROJECT NO. 2468 DATE 12/16/24 FILE NAME FAIFOOLA ESPALIER landscape architecture Espalier, LLC P.O. 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PAVED AREA Illuminance 6.67 19.4 1.1 6.06 17.64 PHOTOMETRIC EVACUATION NOT FOR CONSTRUCTION Luminaire Schedule Total Project WattsSymbolLabelLLF Arr. Lum. Lumens Arr. Wotts Total Watts 1877.6 1.000 12311 86 6 B MRS-LED-12L-SIL-4-50-70CRI-D180 8' POLE + 2' BASE 1.000 25246 172 B2-U0-G3 3 C MRS-LED-12L-SIL-4-50-70CRI-SINGLE 8' POLE + 2' BASE 1.000 12623 86 B2-U0-G3 2 D MRS-LED-12L-SIL-2-50-70CRI-SINGLE 8' POLE + 2' BASE 1,000 12514 86 B3-U0-G2 ©8 W CY3S330K12D1CWW-P (FIXTURE BY OTHERS)10' 1,000 998 19.7 B1-U1-G0 IGHTING PROPOSAL LO-161947B BYIMK DATE 2/13/25 REV: Dimensions of drawings that have been scaled or converted from PDF files or scanned /submitted images are approximate. 200SCALE: 1*=20‘ -99 MRS Single Single Single based upon another manufacturer’s test data and as a result can not be verified by LSI Industries for this calculation. FOOSACKLY’S BUSHEL DR FOLEY, AL CalcType Illuminance SHEET i F 1 Calculation Summary Label Arrangement Single D180° Avg 1.92 The IES no longer uses the Cutoff Classification System for LED fixtures. The IES classifies LED fixtures with the BUG rating which refers to the Bocklight-Uplight-Glare system. An Uplight of *U0* most closely motches the old Full Cutoff roting. BUG Rating B2-U0-G2 Mounting Height 8' POLE + 2' BASE Bosed on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine the applicability of the layout to existing or future field conditions. This lighting plon represents illumination levels calculated from laboratory doto token under controlled conditions in accordance with The Illuminating Engineering Society (IES) opproved methods. Actual performance of any manufacturer's luminaires moy vory due to changes in electrical voltage, tolerance in lamps/LED's and other variable field conditions. Calculations do not include obstructions such os buildings, curbs, landscaping, or ony other architectural elements unless noted. Fixture nomenclature noted does not include mounting hardware or poles. This drowing is for photometric evaluation purposes only and should not be used os o construction document or os o final document for ordering product. Qty 3 e *0.0 / % ch. Description MRS-LED-12L-SIL-FT-50-70CRI-SINGLE Avg/Min TIA 35 C b.o d. E6.9 6.5 s *2.7 9.3 113HP 1 t4 7173 * 17/ 1877 37 CP 7*(3 8 1.0 . b.2 61 =l 9.8 bl 194 Page 74 of 211 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 (WATTIER #5) ELECTRICAL (ABOVE CGF I CRF 231 r -113-43:114 L WIRE BUNDLE IAimnmntnGROUND)WTR NOTES:•uuH S2 y••1.SEE SHEET C2.0 FOR ALL GENERAL NOTES. i %in V 114 SPACE LEGEND 2 [ ]i STANDARD DUTY ASPHALT PAVINGX CONCRETE SIDEWALK EXISTING ASPHALT PAVINGILTTT DII IIII IIZ l• \00 \ / PEDESTRIAN ROUTESWR ADA ROUTEn7,,0)A 6—1777 WT. 1 I oLOT 40 V LIZE I/1Li 0) 0)a -i mimmaiv 0)g 6 61A &E mr -d___n I □I GAS IT GAS NAT y108-111- 1-D DRAINAGE EASEMENT ____A—D— CRFT:(WATT SWR' (WATTIER #5) O\XW\ PPKF(WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O LOT 3 ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW PEDESTRIAIN CIRCULATION PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBERLIEB ENGINEERING C8.0 ACOMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF8 11 (D. l| I! O O I I I I I I I 96.06’ (0) 275.00’ (0) N 09′51′15" W 95.57’ (0) 95.99’ (R) 275.00‘ (R)|N 09′52′33" W 95.51‘ (R) QK Q O LO STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) CRF (WATTIER #5) 4 S1| STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ 0)Z #5) STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ O 00 Z y X Q CURVE C1 C1 O ELECTRICAL WIRE BUNDLE (ABOVE GROUND) Li l 00 SLOPED CONCRETE-1 HEADWALL (WATTIER #5) CRF LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 8, I i mmmmmqmw 1/15/2024 SADAM" 751648 J No. 31204 ] PROFESSIONAL) % 6 I I I I I I I / AAA fm* W 5 a $ i 20.0‘ GREEN BUFFER \ Page 75 of 211 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 LEGENDZONED: B-2 [STANDARD DUTY ASPHALT PAVING PERVIOUS PAVING CONCRETE SIDEWALK EXISTING ASPHALT PAVING ELECTRICAL (ABOVE (GF NOTES: L WIRE BUNDLE I/SEE SHEET C2.0 FOR ALL GENERAL NOTES.GROUND)Rp S PROPOSED BUILDII •FFE=114.50B-SITE DATA:[ 5W6O. 20.0’ GREEN SPACE P3 BUFFER 6 oX 1 REQ’D:2/os ’T’DO NOT ENTER" SIGNAGE (SEE DETAIL SHT.)I 7 T I T I0)7== =00 SWF %B 12. PARKING SPACES REQUIRED: 39.33 /o O OK1U -12’ - ZONED: B-2 QLOT 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTYoXLIZECCN OK AREA LIGHT BY PHILLIPS; GARDCO GULLWING LED AREA LIGHT 8REQ’D:LL •<"STOP SIGN” SIGNAGEQ110)f0)T—B 0 C4619 Pl mIO— 14’ -> ’ _l___ — .5 JIO) I Ordering guide Example: GLI8-APD-1-4-80LA-4853-NW-120-BRP-LFGAS IT GAS NAT GAS D D DRAINA( EASI IENT DD X ^PKF (WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O C1 LOT 3 ZONED: B-2 •CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S SITE PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER 0—LIE ENGINEERIN'C4.0 B mmmmmu159COMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/28/20254 11 h Site & AreaCi GARDCO Gullwing LED by ©ignify GL18 Large 1/15/2024 1/28/2025 96.06’ (0) 275.00’ (0) N 09'51'15" W 95.57’ (0) 95.99’ (R) 275.00' (R)|N 09'52'33" W 95.51' (R) JUST CHILUN: 22 INSIDE SEATS/32 OUTSIDE SEATS = 54 = 13.33 SPACES FOOSACKLY’S: 98 INSIDE SEATS/32 OUTSIDE SEATS = 130 = 26 SPACES 13. PARKING SPACES ALLOWED: 14. PARKING SPACES PROVIDED: 10. OPEN SPACE: 11. SETBACKS: I I I I I I I 5 6 Z Q CRF (WATTIER #5) FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) 2 3 STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ A B O ZE 8 9 Q 0 #5) STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ O LO 298"°"Oka"Tenon STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ 481e0Ssoma 48Leos.s3oma 481eos.%0mA 180LA-649064 LEDs. 900mA 30040:9570 961es900mA NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 2 O STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ REQ’D: SITE UGHTING (SEE DETAIL ON THIS SHT.) REQ’D: 2’ WIDE STOP BAR PROPOSED USE: ZONING: TOTAL AREA: DISTURBED AREA: BUILDING S.F.: BUILDING S.F.: BUILDING HEIGHT: BUILDING HEIGHT: IMPERVIOUS SURFACE: 4 S1 REQ’D: IN-LINE HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.)RESTAURANTS B-2 GENERAL BUSINESS 1.53± AC. (66,576 S.F.) 1.29± AC. (56,110 S.F.) 5,874 S.F. (FOOSACKLY’S) 1,178 S.F. (JUST CHILUN) 19’-6” (FOOSACKLY’S) 17-10” (JUST CHILUN) 0.76 AC. (32,994 S.F.)(49.67%) 21,580 S.F. ASPHALT 4,362 S.F. CONCRETE 7,052 S.F. BUILDING COVERAGE/0.16 AC/10.46% 0.77± AC. (33,582 S.F.) (50.33%) FRONT 25’ SIDE 0’ REQ’D: STANDARD DUTY ASPHALT PAVING (SEE DETAIL SHT.) REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) 39.33*1.2 = 47.196 48 REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: IN-LINE HANDICAP RAMP (SEE DETAIL SHT.) fGuwrgled uc Wztenfor" LC3‘#3lensfor 9-20 mounting heights yGCYWZuensEr REQ’D: DUMPSTER ENCLOSURE (SEE DETAIL SHT.) z REQ’D: 24” CURB & GUTTER GUTTER (SEE DETAIL SHT.) REQ’D: HANDICAP SIGN, SYMBOL, AND STRIPING (SEE DETAIL) REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: DOME PAVERS (TYP.) (SEE DETAIL SHT.) REQ’D: PERVIOUS PAVING MA Max Am 5itter - Mounts: toa REQ’D: CONCRETE SIDEWALK (TYP.) (SEE DETAIL SHT.) - REQ’D: - CONCRETE WHEEL STOP (SEE DETAIL SHT.) Gardco Gullwing LED luminaires combine LED performance excellence and advanced Gardco LED thermal management technology with the distinct Gullwing style to provide outdoor area lighting that is both energy efficient and aesthetically pleasing. t Available 120-277V only. s uezducs/Lc"wrresss CURVE C1 (WATTIER #5) CRFt ELECTRICAL WIRE BUNDLE (ABOVE GROUND) 4 S2 O 00 2 y X Q LF In-Line/in-Pole Fusing 1884g90- SLOPED CONCRETE-1 HEADWALL Li ZE 00 - REQ’D: 4” WIDE PAINTED STRIPE (TYP.) (WATTIER #5) $SWR LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 8, _______ISSUED FOR REVIEW ADDRESSING CITY COMMENTS (WATTIER #5) CRF PCRT"" PhptocelRexepandgon?. 9ADAM" 751648 J No. 31204 ] PROFESSIONAL) TOmlnCRI 30MCRI hla4) 1pe PROPOSED BUILDING, \ [ FFE=113.003 Q 0_212— OpbonalColr tecaNColor O’TOVDimming Page 76 of 211 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 ELECTRICAL WIRE BUNDLE 231'vHELECTRICAL (ABOVE (GF 113- -114- L WIRE BUNDLE I/ GROUND)Rp WTRS PROPOSED BUILDING I•FFE=114.50- NOTES: B • • 114 20.0’ GREEN SPACE 2BUFFER X I70)/LEGEND00\7 SWR [ ]STANDARD DUTY ASPHALT PAVING PERVIOUS PAVING7,,0)2A CONCRETE SIDEWALK777WT. EXISTING ASPHALT PAVING REQ’D:LOT 4 f 0 □LIZE ILL 0)H 00 d zl 0II■—M-a I 0)69IA &EJ" PROPOSED BUILDINGT /PROPOSED AE___3.00 ||IL13.—N GAS GAS NAT GAS 111- D D DRAINAGE EASEMENT DD PKF (WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O LOT 3 ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW UTILITY PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER 0—LIE ENGINEERIN'C6.0 A mmmmmu159COMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/15/2024611 O O 96.06’ (0) 275.00’ (0) N 09′51′15" W 95.57’ (0) 95.99’ (R) 275.00‘ (R)|N 09′52′33" W 95.51‘ (R) I I I I I I I QK Q CRF (WATTIER #5) STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ O I FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) O LO STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 s Q 0 STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ #5) cl S1 STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ REQ’D: CONNECT SEWER LATERAL (COORDINATE W/ THE CITY OF FAIRHOPE)Z REQ’D: SEE MEP PLANS FOR CONTINUATION (WATTIER #5) CRF REQ’D: 2" WATER METER, VALVE, BACKFLOW (PER FAIRHOPE SPECIFICATIONS) REQ’D: 1” WATER METER, VALVE, BACKFLOW W/ K COPPER (PER FAIRHOPE SPECIFICATIONS) O 00 2 y X Q REQ’D: 1,000 GALLON GREASE TRAP (SEE DETAIL SHT.) □ REQ’D: PVC SEWER CLEANOUT (TYP.) (SEE DETAIL SHT.) REQ’D: CONNECT WATER SERVICE (COORDINATE W/ THE CITY OF FAIRHOPE) REQ’D: NATURAL GAS SERVICE (PER FAIRHOPE SPECIFICATIONS) REQ’D: 6” PVC LATERAL @ 1.0% MINIMUM GRADE CURVE C1 C1 d S2 REQ’D: CONNECT SEWER LATERAL (COORDINATE W/ THE CITY OF FAIRHOPE) (WATTIER #5) CRFt 1. SEE SHEET C2.0 FOR GENERAL NOTES. 2. CLEANOUTS ON THE SEWER LINE SHALL BE INSTALLED AT THE CONNECTION TO THE BUILDING 5’ OUTSIDE THE FACE OF THE BUILDING. ALL 6” PIPES SHALL HAVE CLEANOUTS INSTALLED AT 100’ INTERVALS. SLOPED CONCRETE-1 HEADWALL I I I LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 (WATTIER #5)6SWR sh Ld cn m 8, 9ADAM" 751e48 , No. 31204 ] PROFESSIONAL) Z EE z EE ‘ IttI — — T nd I rm Page 77 of 211 ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 (WATTIER #5) ELECTRICAL (ABOVE CGF I CRFt 231 L WIRE BUNDLE 1I GROUND)WTR S2 NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. V SPACE LEGEND fX L_EXISTING ASPHALT PAVING 2222222TO BE REMOVED1 • \ 'I 00 o /X TREES TO BE REMOVED Q O 0nA in 0) I I LOLOT 4 LIZEX\ILLZ4 0) 0) 0 0) I y108 -D DRAINAGE EASEMENT A D (WATT SWR' (WATTIER #5) O \X W \ ^PKF (WATTIER) ARC LENGTH-RADIUS CHORD BEARING CHORD LENGTH OCO O LO LOT 3Z ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW EXISTING CONDITIONS & DEMOLITION PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER w=LIE ENGINEERINC C3.0 A mmmmmmmCOMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/15/20243 11 (D. o o l l I I I I I 296.90' (O) 296.86’ (R) 96.06' (0) 275.00' (0) N 09'51'15" W 95.57' (0) 95.99’ (R) 275.00‘ (R)|N 09′52′33" W 95.51‘ (R) 6 SWR 296.19’ (R) 296.14’ (0) O O Z Q QK Q STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ & STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ ■S 89’52’37” W s 89’53’30” W NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 s Q 0 FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) CRF (WATTIER #5) 8 / TV S1 REQ’D: 76 LF. OF CURB & GUTTER (TO BE REMOVED) STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ 0) Z 1 S 89’56’17” E S 89’55’50” E #5) REQ’D: 63 L.F. OF CONCRETE SIDEWALK (TO BE REMOVED) STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ O CO Z y X Q CURVE C1 C1 O REQ’D: (2) EXISTING TREES (TO BE REMOVED) SLOPED CONCRETE HEADWALL ELECTRICAL WIRE BUNDLE (ABOVE GROUND) (WATTIER #5) CRF LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 I I I 8, Li I 0 m 9ADAM" 751648 J No. 31204 ] PROFESSIONAL) % 1 \ N 45'10'13” W, 42.10' (0) N 45'06’24” W 42.09’ (R) ‘% A 6 AAA 2^.0’ GREEN BUFFER \ O CM co 40 b 00 Page 78 of 211 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' EROSION CONTROL LEGEND LEGEND LOT 5 [STANDARD DUTY ASPHALT PAVING PERVIOUS PAVING ETO CONCRETE SIDEWALK EXISTING ASPHALT PAVING (WATTIER #5) ELECTRICAL (ABOVE C3F I CRF @7 ----@113-SILT FENCING-114-NOTES:L WIRE BUNDLE 1/I o CJ oGROUND)CONSTRUCTION EXIT PAD SEE SHEET C2.0 FOR ALL GENERAL NOTES.Rp 1. S PROPOSED BUILDINGS2 --114.46 <1 14.46 -11422114.21-114.46- -114.12114.11-.80 V 114 113.90 13.62- 20.0’ BUFFI 104.52’BOTTOM-113.24 EROSION CONTROL NOTES:GREEN SPACE 113.55 XBUFFERWIP1113.00 113.55-4/\ -------*-------113.38 2.113.85-113.13- 113.36-110.24-112.64- /O...7112.14 I112.25-y / • \00 -114.19 / 113.484'113.84-3.1 13.84 L111.32-112.09-SWR (,.$0 114.691111.50- J o-112.43/n 1 11.890)(CEP)&777-'''1 77.0 )-777 WT 5.l I -110.90 -111.91 Q110.60-(WIPLOT 4110.38 WIP ■>110.16- -110.00IV 1o109.84-6.LIZE110.60-111.00- IOK109.84-110.88- LI 3 SB 0)110.32 10 0 SB-112.3000 8.0 $110.32 alA •11=110.47— 6 61 9.112.25-110.58 N111.08 r 112.69112.96 n PROPOSED BUILDINGd 10.-112.18 110..00 11. ( 111.68- 112.96-12.O □I2.18 13.-111.55 1 -111.18WIP” II 14.-112.3205GAS NAT).78- 15.WIP -111.68- 1y 16.108 -111- -------- 112.36=112.12*111.28- (WATTIER 25)SB1 CRF —F DRATNAGE EASEMENT'17. D(WATT SWR (WATTIER #5) 18. O\X L W 19.\ ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O 20. LOT 3 21. ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW EROSION CONTROL PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER =LIE ENGINEERINC C7.0 A mmmmmu159C O M P A N 2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/15/2024711 112.13 ‘211.86 BOTTOM 24”RCP 60”RCP 48”RCP 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ STORM MANHOLE RIM 110.26’ STORM MANHOLE RIM 109.55’ 96.06’ (Q) 275.00’ (Q) N 09*51’15” W 95.57’ (Q) 95.99’ (R) 275.00‘ (R)|N 09*52’33” W 95.51‘ (R) I I I I #5) CRF (WATTIER #5) FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) QK Q 102.12’ (N) 101.90’ (E) 101.76’ (W) 103.64’ STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ O LO (A) L Q STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ SB)| NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ S1 SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS. EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSH BERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES, CHECK DAMS, FILTER BERMS, JUTE MATTING, VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH, AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD. AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND DRESSED. DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TO ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBUC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED AT THE END OF EACH WORKDAY. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY ONE TIME. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 10 DAYS SHALL BE SEEDED AND MULCHED. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED. RIP RAP SHALL BE PLACED AT EACH HEADWALL IMMEDIATELY FOLLOWING CONSTRUCTION OF EACH HEADWALL. GEOTEXTILE SHALL BE PLACED ON ALL 2:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN S150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & 1’ UP EACH SIDE. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC250 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GOOD HOUSEKEEPING PRACTICES AND PREVENTATIVE MAINTENANCE SHALL BE PERFORMED ON SITE DAILY TO PREVENT POLLUTION SOURCES FROM CONTACTING STORMWATER AND GROUND WATER. THIS INCLUDES, BUT IS NOT LIMITED TO: EQUIPMENT INSPECTION FOR LEAKS OF HAZARDOUS MATERIALS, PICKUP AND PROPER DISPOSAL OF WASTE MATERIALS TO APPROVED DISPOSAL SITES, STORING CONTAINERS AND BAGS AWAY FROM TRAFFIC ROUTES, PUBLICIZING POLLUTION PREVENTION CONCEPTS THROUGH POSTERS, WASHING EQUIPMENT AND VEHICLES AT APPROVED WASHING LOCATIONS, AND USING ONLY WATER (NO DETERGENTS) FOR WASHING ACTIVITIES. AT A MINIMUM, THE EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED. ADDITIONAL MEASURES MAY BE REQUIRED AND SHALL BE IMMEDIATELY INSTALLED UPON ANY ADDITIONAL SILTATION, EROSION, AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBUC ROADWAYS NOT MITIGATED OR UNFORESEEN BY THIS SET OF PLANS. THE CONTRACTOR SHALL SIZE, INSTALL, AND MAINTAIN ADEQUATE CONTROLS FOR THE SITE. REFER TO THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS, LATEST EDITION. ‘PKF (WATTIER) - . 110.39- ——110.39 - REQ’D: CONCRETE WASHOUT (SEE DETAIL SHT.) £114.43 “ 2 CURVE C1 C1 O ELECTRICAL WIRE BUNDLE (ABOVE GROUND) 5 to 0 \/ 113.22- I l I 1112.30 (D-112.80 -112.30 SLOPED CONCRETE-1 HEADWALL LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 ‘ o 111.59- — 8, I 00 m (WIP) / G) 9ADAM" 751648 J No. 31204 ] PROFESSIONAL) -110.29X-110.42 % ' \ ■110.97 -110.69 (WP) WATTLE INLET PROTECTION OR SILT SAVER (OR APPROVED EQUAL) === O Z 111.00 ee EE=113.005E AAA (wb)1.62 ° ! X 6) •FFE= 114.50 *E—11+.+ । re 114.46-/ “. A -110.17 I 110.13 Page 79 of 211 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 ELECTRICAL WIRE BUNDLE (ABOVE GROUND) (WATTIER #5) ELECTRICAL (ABOVE CGF I CRFt 231 113- -114- L WIRE BUNDLE 1/I I o CJ oGROUND)Rp WTR NOTES:S PROPOSED BUILDINGS2 -1.SEE SHEET C2.0 FOR ALL GENERAL NOTES.I -114.46 <1 14.46-11+.+-114 22114.21-B 12 -114.12114.11-.80 V 114 (113.61 113.90 113.62-5 n -113.242< SPACE 113.55 LEGEND\BUI ■113.00 113.55-0.5%0.5% 7f——[ ]"113.38 STANDARD DUTY ASPHALT PAVING0)113.85-113.13- PERVIOUS PAVING113.36-110.24-112.64-31 12.14 I112.25-CONCRETE SIDEWALK100 / 1113.84 rrrr EXISTING ASPHALT PAVING112.09-SWR1 10 114.691111.50-J -112.43/n 1 ! 1.0909A WTR®)777 l I -111.91-110.90 Q110.60-%LOT 4 2.0%2.0%0 -110.00 >110.16- -V I 109.84-LJZE110.60-111.00- I109,110.88- LL UC17° /T 0)10.50 -112.3000 0fll110.32 \nlAe11v=110.47—ne J 17 2.96-/ 6 6II 112.25-110.58 &E m112.96-I-111.08 r 112.69-112.96 -112.30PROPOSED BUILDING-112.18 110..00FFE=1 13.00REQ’D:E M FFE-ll.UU 84 LF. OF 18’X111.68-RCP @ 0.50%l112.96-S I-111.55 1 -11 -112.3205GAS NAT).78-111.62 111- —112.36=112.12111.28-—D D DRAINAGE EASEMI IT ____A—D (WATT SWR' (WATTIER #5) O \X W \ (WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O LOT 3 ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S GRADING & DRAINAGE PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER 0—LIE ENGINEERINC C5.0 B mmmmmu159COMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/28/2025511 112.13 7211.86 -110.38 2.0% „ 1/15/2024 1/28/2025 O O cL s. 96.06’ (Q) 275.00’ (0) N 09*51’15” W 95.57’ (0) 95.99’ (R) 275.00' (R)|N 09*52’33” W 95.51' (R) I I I 112.18 0 1112.30 (D-112.80 & .110.39- -"039 - ' 110.32 - QK Q CRF (WATTIER #5) FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ O LO A B | REQ'D: CORE BORE EXISTING 48” RCP @ EL.=103.82± STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ #5) 4 S1 REQ'D: 20 L.F. OF 18” RCP @ 2.00% STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ REQ'D: GRATE INLET TOP=113.00 INV.=106.94 (SEE DETAIL SHT.) - REQ'D: 58 L.F. OF 18” RCP 0 2.00% REQ'D: 78 L.F. OF 18” RCP @ 2.00% be C REQ’D: 101 L.F. OF 18” RCP © 0.00%REQ'D: GRATE INLET TOP=110.78 INV.=107.07 (SEE DETAIL SHT.) REQ'D: CORE BORE EXISTING STORM MANHOLE 0 EL=107.00 REQ'D: GRATE INLET TOP=109.84 INV.=107.49 (SEE DETAIL SHT.) £114.432 □ o 00 2 y X Q REQ'D: GRATE INLET TOP=109.84 INV.=105.78 (SEE DETAIL SHT.) CURVE C1 C1 8 REQ'D: GRATE INLET TOP=113.00 INV.=107.79 (SEE DETAIL SHT.) REQ'D: GRATE INLET TOP=111.18 INV.=104.23 (SEE DETAIL SHT.) s to 0 Li l 00 V 113.22- 111.59- — SLOPED CONCRETE-1 HEADWALL LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 (WATTIER #5) CRF n419—7 8, _______ISSUED FOR REVIEW ADDRESSING CITY COMMENTS --------REQ’D: — -13 L.F. OF 18” RCP 0 0.50% SADAM" 751e48 , No. 31204 ] PROFESSIONAL) gy % ' \ ■110.97 -110.69 0.0‘ GREEN SUFFER V \ i -110.29X-110.42 REQ'D: GRATE INLET TOP=111.62 INV.=0.00 (SEE DETAIL SHT.) 18% ' /1113.48-113.84- 111.00 9" REQ'D: 60 L.F. OF 18” RCP 0 0.50% AAA ol EFFE=1 14.50 A” Dek 114.46- -110.17 I -110.13 2 Page 80 of 211 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 4 A401 2 A400 8' - 9" E1 AW4 SC2 SC2 E1 E1 E1 AW1 EMX E1 E1W1W1W1W1 W2 W2W2W2 W1 W1 W2 W2 101A EMX E3 E3 SC2 SC2 E-P1E-PF E-AC2 E-TC3 E-BR2 E-BR1 E-CSE-CS E-BR1 E-AC2 E-CS E-BR1 E-BR1E-BR2 E-BR1E-BR2 E-BR2E-SF1 E-SF1 E-AC2 E-BR1 E-BR1 E-BR3 E-BR3 E-BR3 E-BR3 E-TC3 E-BR2 E-BR1 E-BR2 E-SF1 E-BR2 E-SF1 E-SF1 E-TC3 E-BR2 E-BR1 E-CSE-CS E-WI E-BR2 E-CS E-BR2 E-CS E-BR2 E-CS E-BR2 E-CS E-CSE-BR1 E-TC1 E-TC1 E-BR2 3 4 5 7 8 9 11 12 1 2 11 2 LOCATED ON WALK-IN UNIT -SEE FLOOR PLAN 5 4 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 1 A400 3 A401 1 2 3 8' - 9" W1W1W1 W2W2 W2 W1 W2 101B 10' - 8" AW2AW3 AW4 AW1 E1 E1 E1 SC2 SC2SC2SC2 19' - 6"19' - 6" 1 3 4 5 6 10 12 1 21 2 4 5 E-AC1 E-TC3 E-BR2 E-BR1 E-CS E-BR1 E-CS E-BR1 E-TC3 E-BR2 E-BR1 E-CS E-AC2 E-BR1 E-BR1 E-CS E-BR1 E-AC2 E-TC3 E-BR2 E-BR1 E-BR1 E-BR1E-SF1 E-CS E-CS E-BR2E-SF1 E-BR2E-SF1 E-BR2E-SF1 E-BR2E-SF1 ### X#WALL TAGS INDICATED WITH: SEE SHT. A140 DOORS INDICATED WITH: SEE SHT. A600 WINDOWS INDICATED WITH: SEE SHT. A600 MATERIALS INDICATED WITH: SEE SHT. A705 1t X-# 1.ANY BUILDING MOUNTED SIGNAGE DEPICTED IN THESE DOCUMENTS IS FOR COORDINATION PURPOSES ONLY AND IS NOT INTENDED FOR FABRICATION OR INSTALLATION BY THE GENERAL CONTRACTOR. IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED SIGNAGE & SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE OWNER'S SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. SHALL BE SUBMITTED BY THE SIGN VENDOR FOR PERMIT AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. SEE ELECT. DWGS. FOR PWR. REQUIREMENTS. 2.ALL EXTERIOR GLAZING SHALL BE IMPACT RATED PER LOCAL CODE -SEE STRUCT. FOR WIND SPEED & CODE CRITERIA. 3.STOREFRONT VENDOR TO FIELD VERIFY ALL ROUGH OPENINGS & BUILT CONDITIONS PRIOR TO FABRICATION. 1 EXTERIOR WALL LIGHTING -SEE ELECT. DWGS. & LIGHTING SCHEDULE SHT. A130. EXTERIOR WALL MNTD. SECURITY DEVICES BY VENDOR. GC TO COORD. ROUGH-IN REQUIRMENTS & UTILITY CONNECTIONS w/ VENDOR & OWNER. BUILDING SIGNAGE (PERMITTED SEPARATELY BY VENDOR) GC TO COORD. MNTG. REQUIREMENTS & UTILITY CONNECTIONS w/ VENDOR PRIOR TO ELECT. ROUGH-IN WORK. GC TO VERIFY IF ACCESS PANELS ARE REQUIRED IN EXTERIOR WALL OR IN PARAPET WALL THAT ARE LOCATED ABOVE THE ROOF DECK. IF REQD., GC TO COORD. WORK w/ ROOFING VENDOR. MTL. HORIZ. CANOPY SYSTEM -SEE STRUCT. DWGS. FOR BLOCKING DETAILS. BASIS OF DESIGN: LAWRENCE METAL STRUCTURES MODEL# LFS-FLCA 8"H CHANNEL FACIA -FINISH PER SCHEDULE PRE-FINISHED MTL. PARAPET CAP SIM. TO EXCEPTIONAL METALS (CANTED COPING -0.40 GA.) -SEE FINISH SCHEDULE SHT. A705. PRE-FINISHED MTL. SCUPPER & DOWNSPOUT. ROOF ACCESS LADDER RECEIVER -SEE SHT. A151. RECESS OIL FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. RECESS CO2 FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. BOLLARD -SEE CIVIL DWGS. PRIVACY FENCE & STL. POSTS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. PATIO RAILING & SLATS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. 2 3 4 5 6 7 8 9 10 11 12 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. SHEET TITLE DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a w in g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , a ll ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . HIGH CAPACITY EXTERIOR ELEVATIONS J. BARKER K. BROWN 23-148 9-4-24 PERMIT SET A310 SA R A L A N D P R O T O T Y P E 1/4" = 1'-0"1 MAIN ENTRANCE ELEVATION 1/4" = 1'-0"2 FRONT ELEVATION REV. DATE DESCRIPTION LEGEND GENERAL NOTES TAG NOTES ©©□ wscan ’A [3 o1 =- E0 IL _1ll lllllllllllllllllinipipiHipillllllllllllllllllllH ©IbC®I TnngJ@S & ' me I m-E —------—lllIIttEE=E=—B•e OOT 7 Ena o O O a=e l 1 3459 —£ 7]O 0 O==e B o o o /MM2=EEE = ==FE—E TE/—VT O □ < 0 o =* — iiiiTiiiiiiiii J[]J_1l11111111111e///1////1//—1/—1711/00070000070070000000*T oO6) € © t Id±= •— ——o x —o- = =O o 1X o o o o o o o o o o / C Qsults - e 44 I J WTO jUHHlIllilll IIlIIIIfIIIEeEJIlIIIIsIIIQ= =LO I LOEHLO Y = ! o O. C c 9 0 O ) = St Page 81 of 211 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 4 A401 2 A400 W3W3 W5W5W5 W3 W3 8' - 9" 19' - 6" E1 E1 E1 E1 E1 E-WI E-SF1 E-SF1 E-AC1 E-BR2 E-TC3 E-BR1 E-CS E-BR1 E-CS E-BR1 E-BR2 E-BR3 E-BR3 E-BR3 E-BR3 E-BR2 E-BR1 E-TC3 E-BR2 E-P1 E-P1 E-AC1 E-BR2 E-BR1 E-TC3 E-AC2 E-CS E-BR1 E-CS E-BR1 SC3 SC2 SC2 E3 AW2 SC2 SC2 AW2AW2AW2 AW4 AW3AW3AW3 E-CS E-CS E-CS E-CS E-CS E-P1E-CS 1 2 3 4 5 6 7 10 12 5 5 44 444 11 2 1 2 66 10 E-CS E-SF1 E-SF1 E-SF1 E-SF1 E-BR2E-BR2 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 1 A400 3 A401 10' - 8" 8' - 9" 19' - 6"19' - 6" 113A W4 E3 SC2 SC2 EMX E3 SC2SC2 E3 EMX E1 AW1 AW3 1 2 3 4 5 6 7 10 11 1 2 4 5 E-AC2 E-TC3E-BR2 E-BR1 E-CSE-CS E-BR1 E-AC2 E-CS E-BR1 E-AC1 E-TC3 E-BR2 E-BR1 E-CSE-CS E-AC1 E-BR1 E-WIE-P1 E-PF GATE ### X#WALL TAGS INDICATED WITH: SEE SHT. A140 DOORS INDICATED WITH: SEE SHT. A600 WINDOWS INDICATED WITH: SEE SHT. A600 MATERIALS INDICATED WITH: SEE SHT. A705 1t X-# 1.ANY BUILDING MOUNTED SIGNAGE DEPICTED IN THESE DOCUMENTS IS FOR COORDINATION PURPOSES ONLY AND IS NOT INTENDED FOR FABRICATION OR INSTALLATION BY THE GENERAL CONTRACTOR. IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED SIGNAGE & SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE OWNER'S SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. SHALL BE SUBMITTED BY THE SIGN VENDOR FOR PERMIT AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. SEE ELECT. DWGS. FOR PWR. REQUIREMENTS. 2.ALL EXTERIOR GLAZING SHALL BE IMPACT RATED PER LOCAL CODE -SEE STRUCT. FOR WIND SPEED & CODE CRITERIA. 3.STOREFRONT VENDOR TO FIELD VERIFY ALL ROUGH OPENINGS & BUILT CONDITIONS PRIOR TO FABRICATION. 1 EXTERIOR WALL LIGHTING -SEE ELECT. DWGS. & LIGHTING SCHEDULE SHT. A130. EXTERIOR WALL MNTD. SECURITY DEVICES BY VENDOR. GC TO COORD. ROUGH-IN REQUIRMENTS & UTILITY CONNECTIONS w/ VENDOR & OWNER. BUILDING SIGNAGE (PERMITTED SEPARATELY BY VENDOR) GC TO COORD. MNTG. REQUIREMENTS & UTILITY CONNECTIONS w/ VENDOR PRIOR TO ELECT. ROUGH-IN WORK. GC TO VERIFY IF ACCESS PANELS ARE REQUIRED IN EXTERIOR WALL OR IN PARAPET WALL THAT ARE LOCATED ABOVE THE ROOF DECK. IF REQD., GC TO COORD. WORK w/ ROOFING VENDOR. MTL. HORIZ. CANOPY SYSTEM -SEE STRUCT. DWGS. FOR BLOCKING DETAILS. BASIS OF DESIGN: LAWRENCE METAL STRUCTURES MODEL# LFS-FLCA 8"H CHANNEL FACIA -FINISH PER SCHEDULE PRE-FINISHED MTL. PARAPET CAP SIM. TO EXCEPTIONAL METALS (CANTED COPING -0.40 GA.) -SEE FINISH SCHEDULE SHT. A705. PRE-FINISHED MTL. SCUPPER & DOWNSPOUT. ROOF ACCESS LADDER RECEIVER -SEE SHT. A151. RECESS OIL FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. RECESS CO2 FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. BOLLARD -SEE CIVIL DWGS. PRIVACY FENCE & STL. POSTS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. PATIO RAILING & SLATS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. 2 3 4 5 6 7 8 9 10 11 12 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. SHEET TITLE DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a w in g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , a ll ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . HIGH CAPACITY EXTERIOR ELEVATIONS KEN BROWN KEN BROWN 23-148 9-4-24 PERMIT SET A311 SA R A L A N D P R O T O T Y P E 1/4" = 1'-0"3 DRIVE-THRU ELEVATION 1/4" = 1'-0"4 REAR ELEVATION REV. DATE DESCRIPTION LEGEND GENERAL NOTES TAG NOTES □ [3 o@x =--- ' I I III III Hill©.. ..... '‘iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiinTrr ^niiiiiiiiiiiiii 11111 in in HI iiiiiiii in in —= **& ¥E_§5 ¥toi¥—========= —=<O-Im a iiMH15tW'limii [I I ===B GO E3O = #—O 0 O O — O[=EOo©A=t======+e— = □ t < 0 o ofco 111111111111111111101010000020000000000070000717////o 9 o © Te Os O E L J«1 Z T == O O = # o o o o o o o o —o = —E s i. 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C c 9 0 O ==, o ©I •Om ==III IIIIIIII 111111 III III IIIIIIIIII III 11 Ills Page 82 of 211 SC-A SC-A SC-A SC-ASC-B SC-B SC-C SC-B SC-A A3114 A310 A311 3 1 5" 3' - 7 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 4' - 6 1 / 2 " 2' - 2 1 / 2 " 6' - 1 0 " 2' - 3 " 2' - 5 1 / 2 " 5 1 / 2 " 5" 5" 5 1/2" 3'-1 1/2"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 8 1/2" 2'-3"8'-9"2'-3" 8 1/2" 3'-0"3'-0"35'-1 1/2" 5 1/2" 5" A703 A 25'-3 1/2"13'-3"42'-3 1/2" 1 A400 1 A400 4 A401 4 A401 2 A400 2 A400 1' - 8 " ID-500 1 ID-500 2 ID-5004 3 A401 3 A401 31 ' - 4 " 9 ' - 1 " 2 ' - 1 1 " 1' - 8 " 80'-10" 1 A403 2 A402 2 A403 2 A405 3 A403 4 A403 1 A404 2 A404 3 A404 117 118 DINING 101 SERVICE 103 PICK-UP 104 ORDER 102 MAKELINE 105 COOKING 106 COOKING 107 PREP / MAKELINE 108 PAY 109 OFFICE 110 CLEANING 111 PREP 112 STORAGE 113 COOLER 114 FRZR. 115 HALL 116 MEN 117 WOMEN 118 OUTDOOR STORAGE PATIO DINING EQ EQ 113A 113B 110 1 2 3 A A.1 B C DC.1 FD FS FS FDFD FD 101A 101B 3 1 / 2 " 8' - 9 3 / 4 " 3 1 / 2 " 7' - 1 1 " 8 1/4" FIN. DIM.9'-2"7" FIN. DIM. 8'-5 5/8"5 1/2" 11'-10"6 1/2" FIN. DIM.18'-7 1/4"3 1/2"7'-0 3/4" 9' - 7 1 / 2 " 6 1 / 2 " F I N . D I M . 11 ' - 6 " 6 1 / 2 " F I N . D I M . 7' - 2 1 / 4 " 5'-10 1/2" FIN. DIM. 8'-9 1/2" FIN. DIM. 5'-10 1/2" FIN. DIM. 12'-9 1/2" 3 1/2" 1'-2 1/4" 5 1/2" 11'-9 1/4"3 1/2"9'-11 1/4"5 1/2"2'-3 1/2"13'-7" FIN. DIM. 6'-3" FI N . D I M . 8 1 / 4 " 8' - 2 1 / 2 " 5 1 / 2 " 8' - 1 1 / 4 " 3 1 / 2 " 4' - 2 " 5 1 / 2 " 12 ' - 6 3 / 4 " FIN. DIM. 8 1/4" 13'-1 1/2" 10 ' - 7 3 / 4 " 8 1 / 4 " F I N . D I M . 14 ' - 1 1 / 2 " 8 1 / 4 " F I N . D I M . 16 ' - 3 1 / 4 " 3'-5 1/2"8 1/4" FIN. DIM. 9'-9 5/8"8'-9 1/8" 16 ' - 7 3 / 8 " 14 ' - 9 3 / 4 " 10 ' - 1 1 7 / 8 " 3' - 1 3 / 4 " FI N . D I M . 7" 13 ' - 3 1 / 2 " 7" F I N . D I M . 3' - 1 3 / 4 " 5 1 / 2 " 8' - 1 3 / 4 " 3' - 5 1 / 4 " 45.00° 45.00° 3'-7 5/ 8 " 8'-2 3/4"5'-7" 5' - 1 0 1 / 8 " 24'-6 3/8"5 1/2" 30 ' - 4 1 / 4 " 1' - 3 " 10 ' - 9 3 / 4 " 3 1 / 2 " 3 1 / 2 " 7'-1 1/2"5'-7" 1'-3 1/2"3'-0"1'-3 1/2" 3 1/2"3 1/2" 13'-5 5/8" 3' - 8 1 / 2 " 12'-1 1/4" 9' - 1 0 3 / 4 " 7' - 5 1 / 2 " 22'-0"6" 6" 11 ' - 0 " INT. DIM. 14'-0" INT. DIM. 7'-0" IN T . D I M . 10 ' - 4 " 22'-0"6" 6" 12 ' - 0 " INT. DIM. 21'-4" IN T . D I M . 11 ' - 4 " 1 1 1 1 1 2 3 3 A3 A3 A3 81'-8" 44 ' - 2 " A1 A1 A1 B2 C2 C2C3 C4C4 C3 C5 FI N . D I M . 8 1 / 4 " 7' - 7 1 / 4 " 7 1 / 4 " D1 D1 D1 D1 D5 D1 D1 D2 D2 D2 D3 D3 D3 D3 D4 D4 B2D4 A500 A A500 B D.S.D.S. BOL. D.S.BOL. W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W3 W3 W3 W3 W5 W5 W5 W4 FS FS FS FS TD FD A704 A 4 6 5 8 9 (TYP.) 9 (TYP.) 9(TYP.) 4'-1 3/4" 10 11 12 13 14 15 1515 16 1718 19 20 A141 5 A312 A A312 B 3 A402 SIM OVERHEAD SODA CHASE UNDERSLAB SODA CHASE THRU-WALL SODA CHASE NOTE: SEE SODA CHASE DETAILS SHT. A600 BOH TO RECEIVE 5/8" CEMENTIOUS BRD. TO (2'-0" A.F.F.) & 5/8" PLYWD. SUBSTRATE TO (6" MIN.) ABOVE CLG. LINE. LIQUID APPLIED WATERPROOFING TO BE APPLIED ON WALL (MIN. 2'-0" A.F.F.) & CONC. SLAB (EXTENDING MIN. 12") AT FLOOR PERIMETER -TYP. FOR BOH, RESTROOMS & ALL WET AREAS. FOH TO RECEIVE 5/8" CEMENTITIOUS BRD. FULL HT. TO BOT. OF GYP. CLG. FOR WALLS RECEIVING CERAMIC WALL TILE. WATERPROOFING TO BE APPLIED ON WALL (MIN. 2'-0" A.F.F.) & CONC. SLAB (EXTENDING MIN. 12") AT FLOOR PERIMETER -TYP. FOR BOH, RESTROOMS & ALL WET AREAS. WD. BLOCKING TO BE INSTALLED PRIOR TO SUBSTRATE & FLUSH w/ STUD FACE -COORD. LOCATION w/ KES VENDOR & MILLWORK SUPPLIER PRIOR TO CONSTRUCTION. RESTROOMS TO RECEIVE 5/8" CEMENTITIOUS BRD. TO (5'-2" A.F.F.) FOR WALLS RECEIVING CERAMIC TILE WAINSCOTTING & 5/8" M.R. GYP. BRD. TO BOT. OF GYP. CLG. WATERPROOFING TO BE APPLIED ON WALL (MIN. 2'-0" A.F.F.) & CONC. SLAB (EXTENDING MIN. 12") AT FLOOR PERIMETER - TYP. FOR BOH, RESTROOMS & ALL WET AREAS. SEE ENLARGED RESTROOM PLAN FOR INFORMATION ON WD. BLOCKING FOR RESTROOM ACCESSORIES. PASS-THRU / EXPO WDW. OPENING w/ STAINLESS STEEL SHELF - SEE INTERIOR ELEVATIONS & SECTION.. FRAMED OPENING FOR TRASH RECEPTACLE -SEE INTERIOR ELEVATIONS & ENLARGED BACK COUNTER PLAN. FRAMED WDW. OPENING w/ 1X OAK TRIM AT PERIMETER OF OPENING -SEE INTERIOR ELEVATIONS & SECTION. WALL MNTD. CONDIMENT SHELF -COORD. EXACT REQUIREMENTS w/ OWNER. 6" PVC SODA CHASE (SEE SODA CHASE LEGEND). COORD. ROUTING w/ OWNER & VENDOR PRIOR TO ROUGH-IN. SEE SODA CHASE DETAILS ON SHT. EQ103. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION ON FLOOR SINKS (FS), FLOOR DRAINS (FD), & TRENCH DRAINS (TD) RECESS FLOOR SLAB FOR SALAD SPINNER DRAIN PIT -SEE STRUCT. & PLUMBING DWGS. 1 2 3 4 PATIO RAILING SYSTEM -SEE EXTERIOR ELEVATIONS. COLUMN AT PRIVACY FENCE -SEE STRUCT. DWGS. PRIVACY FENCING SET BETWEEN STL. COLUMNS -SEE DETAIL. GATE AT PRIVACY FENCE DOWNSPOUT (D.S.) TO CONNECT TO SUBSURFACE DRAINING -SEE CIVIL DWGS. ROOF LADDER -PROVIDE BLOCKING IN WALL FOR ATTACHMENT -SEE WALL SECTION. RECESSED OIL FILLBOX -COORD. EXACT LOCATION w/ OWNER. RECESS CO2 FILLBOX -COORD. EXACT LOCATION w/ OWNER. EXTERIOR MOP SINK -SEE PLUMBING DWGS. ELECTRICAL PANELS -SEE ELECTRICAL DWGS. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF FINISHED WALL, OR AS NOTED FOR INTERIOR WALLS AND EXTERIOR FACE OF SHEATHING ON EXTERIOR WALLS (U.N.O.). "CLEAR" DENOTES FINISH TO FINISH DIMENSIONS & "HOLD" DENOTES CRITICAL FRAMING DIMENSIONS. SEE SHTS. EQ101 & EQ102 FOR ADDITIONAL INFORMATION & REQUIRMENTS. 2. ALL INTERIOR WALLS SHALL BE WOOD STUDS AS DIMENSIONED & INDICATED ON PLAN TO BE 16" O.C. (U.N.O.). 3. SEE STRUCT. SHTS. FOR INFORMATION ON WALL BRACING. WOOD STUDS TO EXTEND A MIN. 12" ABOVE CEILING LINE (U.N.O.) -SEE REFLECTED CEILING PLAN SHT. A130. 4. BOH, RESTROOMS & ALL WET AREAS TO RECEIVE LIQUID APPLIED WATERPROOFING A MIN. 24" A.F.F. & AT FLOOR PERIMETER EXTENDING OUT A MIN. 12". 5. BOH TO RECEIVE 1/2" PLYWD. SUBSTRATE AS INDICATED ON PLAN. G.C. TO PROVIDE ADDITIONAL WD. BLOCKING (FLUSH w/ STUD FACES) AS NEEDED IN FOH AREAS & RESTROOMS RECEIVING CEMENTITIOUS BRD. SUBSTRATE TO SUPPORT WALL MNTD. EQUIPMENT & FURNISHINGS -SEE FURNITURE & EQUIPMENT PLANS SHTS. EQ101 & EQ102. COORD. w/ KES VENDOR & MILLWORK SHOP DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY AOR, OWNER, KES VENDOR & MILLWORK SUPPLIER OF ANY DISCREPANCIES. 6. EXTERIOR PERIMETER WALLS TO RECEIVE CONT. R-20 BATT. INSUL. FULL HT. TO BOT. OF BRG. HT. -SEE WALL SECTIONS. 7. RESTROOM & OFFICE WALL TO RECEIVE FULL HT. SOUND ATTENUATION BATT INSULATION (SAB). 8. COORD. LOCATION OF SODA CHASES -SEE SODA CHASE LEGEND & ASSOCIATED ROUTING LOCATIONS ON PLAN. VERIFY w/ OWNER & KES VENDOR PRIOR TO CONSTRUCTION. 9. SEE LIFE SAFETY PLAN SHT. G005 FOR INFORMATION ON FIRE EXTINGUISHERS & FIRE DEPT. REQUIREMENTS, OCCUPANT LOADS & POSTING INFORMATION. 10. USE MOISTURE RESISTANT DRY WALL IN ALL WET AREAS (KITCHEN, RESTROOMS, BARS, MECHANICAL, DISHWASH AREA). 11. SEE EQUIPMENT PLAN FOR STAINLESS STL. WALL MNTD. COUNTERTOPS & MNTG. DETAILS. 12. SEE FURNITURE PLAN FOR TABLE MNTG. DETAILS. ### X#WALL TAGS INDICATED WITH: SEE SHT. A140 DOORS INDICATED WITH: SEE SHT. A600 WINDOWS INDICATED WITH: SEE SHT. A600 NON-LOAD BEARING INTERIOR PARTIONS: 1t 2X4 WD. STUDS 16" O.C. 2X6 WD. STUDS @ 16" O.C. 2X4 WD. STUDS @ 16" O.C. (SOUND ATTENUATION BLANKET) 2X6 WD. STUDS @ 16" O.C. (SOUND ATTENUATION BLANKET) 2X6 OR 2X8 LOW HT. WD. STUDS @ 16" O.C. w/ LOW WALL SUPPORTS TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. SHEET TITLE DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a w in g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , a ll ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . HIGH CAPACITY FLOOR PLAN J. BARKER K. BROWN 23-148 9-4-24 PERMIT SET A120 SA R A L A N D P R O T O T Y P E 1/4" = 1'-0"A FLOOR PLAN REV. DATE DESCRIPTION SODA CHASE LEGEND TAG NOTES GENERAL NOTES LEGEND p O o □ 4% o o o o s 0 -4 O o 00 0 0 0 0 0 0 0 □ 1 0 o D 44 o I D r O D I o 11 1 1 □ t 4 o Bo s s s s s a s s i s u s t A S o L± Z r A El o a D o I 1 V I ** <0 < 0 o - o J mr I I — # □ 00 0 0 0 0 0 0 0 0 2 o ± 3g o 1* I \ 1/ o (8 © D 0 4I I D \' I \ \ § \ 1 1 -1 — — C V V - - (5 1 7 O 00 0 0 0 0 0 8 n 0. \ V D n - r [ L _ / ( 1- 8 £ D — 0 \1 / o 0 2 — Le t r D T F □ 0 0 o n9 I J 3 H O o I' D D / O 0 I -' 1 D o / 0 I 3 D v o V I f s n d e s i g n - ( AR C H I T E C T S A ) ) \TO — / / I I I I 11 11 11 11 11 I1 /I — 1 Wl A r[ i i 1 (i V D -= = = = = __ _ _ U 11 11 —# /1 11 11 JI __ _ _ I / \ \ \ \ \ \ \' 0 0 O II I I I I ll l l l l ll l l l l ll l l I I 0 0 O I !ll — D O tj o T J ( o 3 mh §s J C __ _ L 11 11 11 11 11 I/11 11 // 4I f, |\L pi g • s 1 1 1 \ ' \ ' \ ' \ 1 1 \ l \ 03 g v \ Page 83 of 211 PATIO SEATING 32 SEATS FAMILY RESTROOM FAMILY RESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA BUILDING INFORMATION BUILDING AREA 1989 S.F. • JUST CHILLIN' TOO AREA 1178 S.F. • MULTI-PURPOSE AREA 811 S.F. SEATING 54 SEATS • INTERIOR 22 SEATS • PATIO 32 SEATS TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a wi n g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , al l ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . Ju s t C h i l l i n ' T o o Fa i r h o p e , A L . PRELIM FLOOR PLAN KEN BROWN KEN BROWN 24-107 10/17/24 PERMIT SET A101 REV. DATE DESCRIPTION 1/4" = 1'-0"1 FLOOR PLAN □ [3 o OSXRV V .7 •D ■ ■ DV7D D7D • DX777D7B7V77VD-Lz D&E/J Y1eLet2• E 8 1 [3 E I E □0a■G > 0 'I..Il..|...|..1m luul Illl|E IE IE ELa ■ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii .....inin El B E IE IE 1 ■ ■ C Qsults □ 0 & Q: & Page 84 of 211 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a wi n g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , al l ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . Ju s t C h i l l i n ' T o o Fa i r h o p e , A L . PRELIM EXTERIOR ELEVATIONS KEN BROWN KEN BROWN 24-107 10/17/24 PERMIT SET A102 REV. DATE DESCRIPTION 1/4" = 1'-0"1 FRONT ELEVATION 1/4" = 1'-0"2 LEFT SIDE ELEVATION 1/4" = 1'-0"3 PATIO ELEVATION 1/4" = 1'-0"4 REAR ELEVATION LL L L wa n i i _ □ - we n I — 4 I I ■ ? f s n d e s i g n - ( AR C H I T E C T S . ) ) s f i si si t i t E5 E I I Hi — " — Page 85 of 211 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a wi n g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , al l ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . Ju s t C h i l l i n ' T o o Fa i r h o p e , A L . PRELIM RENDERINGS KEN BROWN KEN BROWN 24-107 10/17/24 PERMIT SET A103 REV. DATE DESCRIPTION 1 3D View 1 2 3D View 2 Uo s e p l u s d ■ 1 2 L I I | E r a q MI f 11 1 1 1 1 1 1 1 I | r ■ .. . . . . . . . . Hi l i I I I ’ L — | I I I 1 I IT r T T T 1 ■ il l■■ ■ | - A । I I ! ! __ II __ _ _ _ _ _ I Iw ) I I I I I 1 I !, ) ) 0 0 — ■! I | _ . I :'l ll jl 1 n l | H S ll l l l l l l l l 11 lH I | =1 -E 11 1 II I I 'l l || l I » I " I ■ I I I 1 1 il h JFi ■■ im i — 1 l, II m . wi l l f i n “i i H a t n h e e t md u l i || | I ■ A । n I . m l ' A A■ a MU M t i i j .. 1/ 9 i/ i 1 / 7 / Page 86 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-914 FROM: Paige Crawford, Director of Community Affairs Richard Johnson, City Engineer SUBJECT: The City Engineer, Richard Johnson, and the Director of Community Development, Paige Crawford, are requesting to approve the award of the Request for Quotes for Labor and Materials for the Fairhope Civic Center Drop Ceiling Replacement Project. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve the award of the Request for Quotes for Labor and Materials for the Fairhope Civic Center Drop Ceiling Replacement Project to RE Johnson for a not-to- exceed project cost of $66,124.50. This Public Works project will be less than $100,000.00, and therefore does not need to be formally bid out; and to authorize the Treasurer to transfer $6,124.50 from the Civic Center painting and drywall repairs project. BACKGROUND INFORMATION: The City Engineer, Richard Johnson, and the Director of Community Development, Paige Crawford, are requesting to approve the award of the Request for Quotes for Labor and Materials for the Fairhope Civic Center Drop Ceiling Replacement Project. This Public Works project will be less than $100,000.00, and therefore does not need to be formally bid out, but done as a Request for Quotes. This Request for Quotes was sent to eleven (11) qualified contractors. Four (4) responsive quotes were received. The lowest quote received was from RE Johnson General Contractors, LLC. Their low quote price includes: Base Bid: Main Auditorium: $29,436.00 Kitchen: $6,088.50 Placeholder - Replacement Tee Grid: $950.00 Total Base Bid: $36,474.50 Additive Alternate Quote: Lobby/Hallways: $11,050.00 Bathrooms: $2,420.00 Council Chambers: $7,072.00 Delchamps One: $3,300.00 Page 87 of 211 Delchamps Two: $1,320.00 Offices: $1,760.00 Dressing Rooms: $2,728.00 Total Additive Alternate Quote: $29,650.00 The City Engineer and the Director of Community Development recommend award for the Base Bid and the Additive Alternate for a not-to-exceed total price of Sixty-Six Thousand One Hundred Twenty-Four Dollars and Fifty Cents ($66,124.50). BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001260- 50475 Line 10 Civic Center - Capital Improvements $60,000.00 $66,124.50 ($6,124.50) 001260- 50475 Line 20 Civic Center - Capital Improvements $6,124.50 $0.00 $6,124.50 Project No.: 2026COM002 | Project Expense String: 2026COM002 -CONS GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: Treasury to enter Project 2026COM002 and corresponding 2026COM002-CONS expense string and budget to Project Ledger for awarded amount. Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 88 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope approves the award of the Request for Quotes for Labor and Materials for the Fairhope Civic Center Drop Ceiling Replacement Project to RE Johnson General Contractors, LLC, for a not-to-exceed project cost of $66,124.50. This Public Works project will be less than $100,000.00, and therefore does not need to be formally bid out; and authorizes the Treasurer to transfer $6,124.50 from the Civic Center painting and drywall repairs project. DULY ADOPTED ON THIS 26TH DAY OF MAY, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: _______________________________ Lisa A. Hanks, MMC City Clerk Page 89 of 211 Page 90 of 211 Page 91 of 211 Page 92 of 211 Page 93 of 211 Page 94 of 211 Sherry Sullivan (Mar 3, 2026 14:48:07 CST) Sherry Sullivan Page 95 of 211 PRF - Civic Center Ceiling Tiles Replacement Final Audit Report 2026-03-03 Created:2026-03-02 By:Erin Wolfe (erin.wolfe@fairhopeal.gov) Status:Signed Transaction ID:CBJCHBCAABAAz7Jp3a1DkWPEeaAluOoDyuGwQo8bL1Fg "PRF - Civic Center Ceiling Tiles Replacement" History Document created by Erin Wolfe (erin.wolfe@fairhopeal.gov) 2026-03-02 - 5:10:01 PM GMT Document emailed to Suzanne Doughty (suzanne.doughty@fairhopeal.gov) for signature 2026-03-02 - 5:10:26 PM GMT Email viewed by Suzanne Doughty (suzanne.doughty@fairhopeal.gov) 2026-03-02 - 5:10:51 PM GMT Document e-signed by Suzanne Doughty (suzanne.doughty@fairhopeal.gov) Signature Date: 2026-03-02 - 5:43:13 PM GMT - Time Source: server Document emailed to Kimberly Creech (kimberly.creech@fairhopeal.gov) for signature 2026-03-02 - 5:43:16 PM GMT Email viewed by Kimberly Creech (kimberly.creech@fairhopeal.gov) 2026-03-02 - 5:43:24 PM GMT Document e-signed by Kimberly Creech (kimberly.creech@fairhopeal.gov) Signature Date: 2026-03-03 - 8:45:53 PM GMT - Time Source: server Document emailed to Sherry Sullivan (sherry.sullivan@fairhopeal.gov) for signature 2026-03-03 - 8:45:55 PM GMT Email viewed by Sherry Sullivan (sherry.sullivan@fairhopeal.gov) 2026-03-03 - 8:46:03 PM GMT Document e-signed by Sherry Sullivan (sherry.sullivan@fairhopeal.gov) Signature Date: 2026-03-03 - 8:48:07 PM GMT - Time Source: server Agreement completed. 2026-03-03 - 8:48:07 PM GMT Page 96 of 211 Page 97 of 211 Page 98 of 211 Page 99 of 211 Page 100 of 211 Page 101 of 211 Page 102 of 211 Page 103 of 211 Page 104 of 211 Page 105 of 211 Page 106 of 211 Page 107 of 211 Page 108 of 211 Page 109 of 211 Page 110 of 211 Page 111 of 211 Page 112 of 211 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) •Quotes must be received before 12:00 PM - Wednesday, May 13, 2026, delivered in person, by mail or by email to: Purchasing Manager 555 South Section Street Fairhope, Alabama 36532 Email: purchasing@fairhopeal.gov •This RFQ is posted on the City ’s website and is being sent out to known and registered General Contractors. A non-response to the RFQ by email will be listed and received as a “No Quote”. •This is a Public Works Bid Law limited project – meaning project totals may not exceed legal contract limits. Quotes may not be acted upon by the City of Fairhope if Bid Law limits are exceeded. BASE QUOTE RESPONSE: All equipment, materials, labor, overhead, profit and incidentals to deliver a turnkey, occupant-ready Replacement of Acoustical Ceiling Panels as shown and described in the attached plans, specifications and contract documents: Item Description Unit Quantity* Unit Price Total Main Auditorium – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL SF 6,600 Room Acoustical Panels – Model # SF 1,350 existing) 15/16‑inch (24 mm) exposed tee grid (Contingency for damaged or LF 500 Total Base Quote: ADDITIVE ALTERNATE QUOTE RESPONSE: For the following Quotes each category will be treated as an à la carte additive alternate. Meaning that if overall totals exceed annual budgeted amount for Replacement of Acoustical Ceiling Panels, any combination of categories can be eliminated in total to adjust to budget. $10.59 $69,867 $5.22 $7,040 $4.38 $2,188 $79,095 Page 113 of 211 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) Item Description Unit Quantity* Unit Price Total Lobby/Hallways – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL SF 2,500 NRC/HIGH-CAC ACOUSTICAL SF 550 HIGH-NRC/HIGH-CAC ACOUSTICAL SF 1,600 HIGH-NRC/HIGH-CAC ACOUSTICAL SF 750 HIGH-NRC/HIGH-CAC ACOUSTICAL SF 300 NRC/HIGH-CAC ACOUSTICAL SF 400 HIGH-NRC/HIGH-CAC ACOUSTICAL SF 620 Total Additive Alternate Quote: *NOTE: The square footage in the RFQ is based on rounding up from the area shown on the included plans. Payment will be based on actual measured ceiling panels installed. Material waste, overaged, damaged or excess shall be considered a subsidiary obligation of the unit price and such cost should be factored into the unit price in the submitted request for quotes. Respondents Information: Contractor’s Name: Telephone: Address: , City State Zip Email: Signature for the Contractor Fairhope Building Company 251-376-0955 116 Fairhope Avenue Fairhope AL 36532 lotto@fairhopebuildingcompany.com $9.00 $22,488 $4,947 $14,392 $6,746 $2,699 $3,598 $5,577 $9.00 $9.00 $9.00 $9.00 $9.00 $9.00 $60,446 Page 114 of 211 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) RFQ #: 2026-COM 002 Project #: 2026-COM 002 Request for Quotes (RFQ) Fairhope Civic Center – 161 N Section St, Fairhope, AL 36532 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 SCOPE OF WORK LOCATION OF WORK: The proposed project is the City’s Civic Center Complex located at 161 North Section Street, City of Fairhope, Baldwin County, Alabama. PROJECT PURPOSE: This project proposes to replace the Acoustical Ceiling Panels (Gridded Drop Ceiling) in the main Civic Center Auditorium and associate rooms/venues within the complex. PROJECT OWNERS: This is a Public Works Project administered by the Community Affairs Department, City of Fairhope (Owners). All contracts, purchase orders, pay requests and payments will be produced by or submitted to the City of Fairhope. PROPOSED WORK: REPLACEMENT OF ACOUSTICAL CEILING PANELS: This project entails all equipment, materials, labor, overhead, profit and incidentals to deliver a turnkey, replacement acoustic ceiling within the Civic Center Auditorium and associate rooms/venues within the complex. Payment will be made on actual square footage of ceiling panels installed. The ceilings (rooms) scheduled for panel replacement are: VENUE PANEL FT2 GRID DIM TYPE Main Auditorium 6,600 2 x 2 Acoustic: 0.90 NRC / 30 CAC Kitchen 1,350 2 x 4 Healthcare: 0.80 NRC / 40 CAC Lobby/Hallways 2,500 2 x 2 Acoustic: 0.90 NRC / 30 CAC Bathrooms 550 2 x 2 Acoustic: 0.90 NRC / 30 CAC Council Chambers 1,600 2 x 2 Acoustic: 0.90 NRC / 30 CAC Delchamps One 750 2 x 2 Acoustic: 0.90 NRC / 30 CAC Delchamps Two 300 2 x 2 Acoustic: 0.90 NRC / 30 CAC Offices 400 2 x 2 Acoustic: 0.90 NRC / 30 CAC Dressing Rooms 620 2 x 2 Acoustic: 0.90 NRC / 30 CAC Page 115 of 211 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) The basis of design and product specifications is based on two brand/types of ceiling panels: USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS: Edge: SLT Panel Size: 2x2x1 Model No.: 88138 Mars™ Healthcare Clean Room Acoustical Panels: Edge: SQ Panel Size: 2x4x3/4 Model No.: 88189CR The project proposes to use existing grid system. All work is within existing, active and operating City Facility. Materials and workmanship shall be per the enclosed plans and specifications. Some work will involve field investigation and coordination with City Utilities – electrical and IT prior to enactment. All proposed field modifications and modifications shall be reviewed and approved by the City Engineer prior to Contractors’ initiation of work. These plans and contract documents shall be considered a minimum guideline. Local building Codes shall control, and it is the responsibility of the Contractor to permit all work and ensure code compliance. The intent of these contract documents is to ensure the City receives a turnkey, occupant-ready facility. Any detail omitted or is considered vague that falls within the normal scope of a major new construction project shall be considered included and is a subsidiary obligation of the Lump Sum Bid price. PROJECT TIMELINE: 1. 15-day Notice to Proceed Period 2.Sixty (60) Calendar days from the Notice to Proceed date allowed for work (no exceptions for holidays) 3.Contract/Purchase Order anticipated to be issued in June – work to commence by July. 4.Contractor is not limited to days of the week restrictions on this project – site available 7-days a week – 7:00 A.M. to 7:00 P.M. REQUEST FOR QUOTES (RFQ): •Questions, inquiries and requests for clarification should be directed to Richard D. Johnson, PE; City Engineer: Phone - (251) 929-0360; Email: richard.johnson@fairhopeal.gov Page 116 of 211 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) •Quotes must be received before 12:00 PM - Wednesday, May 13, 2026, delivered in person, by mail or by email to: Purchasing Manager 555 South Section Street Fairhope, Alabama 36532 Email: purchasing@fairhopeal.gov •This RFQ is posted on the City’s website and is being sent out to known and registered General Contractors. A non-response to the RFQ by email will be listed and received as a “No Quote”. •This is a Public Works Bid Law limited project – meaning project totals may not exceed legal contract limits. Quotes may not be acted upon by the City of Fairhope if Bid Law limits are exceeded. BASE QUOTE RESPONSE: All equipment, materials, labor, overhead, profit and incidentals to deliver a turnkey, occupant-ready Replacement of Acoustical Ceiling Panels as shown and described in the attached plans, specifications and contract documents: Item Description Unit Quantity* Unit Price Total Main Auditorium – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 6,600 Kitchen – 2x4 Mars™ Healthcare Clean Room Acoustical Panels – Model # 88189CR SF 1,350 Placeholder – Replacement (match existing) 15/16-inch (24 mm) exposed tee grid (Contingency for damaged or unusable grid LF 500 Total Base Quote: ADDITIVE ALTERNATE QUOTE RESPONSE: For the following Quotes each category will be treated as an à la carte additive alternate. Meaning that if overall totals exceed annual budgeted amount for Replacement of Acoustical Ceiling Panels, any combination of categories can be eliminated in total to adjust to budget. $5.17 $34,122.00 $4.90 $6,608.25 $2.59 $1,292.50 $42,022.75 Page 117 of 211 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) Item Description Unit Quantity* Unit Price Total Lobby/Hallways – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 2,500 Bathrooms – 2x2 USG MARS™ HIGH- NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 550 Council Chambers – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 1,600 Delchamps One – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 750 Delchamps Two – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 300 Offices – 2x2 USG MARS™ HIGH- NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 400 Dressing Rooms – 2x2 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS – Model # 88138 SF 620 Total Additive Alternate Quote: *NOTE: The square footage in the RFQ is based on rounding up from the area shown on the included plans. Payment will be based on actual measured ceiling panels installed. Material waste, overaged, damaged or excess shall be considered a subsidiary obligation of the unit price and such cost should be factored into the unit price in the submitted request for quotes. Respondents Information: Contractor’s Name: Telephone: Address: , City State Zip Email: Signature for the Contractor $5.17 $5.17 $5.17 $5.17 $5.17 $5.17 $5.17 $12,925.00 $2,843.50 $8,272.00 $3,877.50 $1,551.00 $2,068.00 $3,205.50 $34,765.15 Gulf Construction Co LLC 251-802-2085 840 Heron Cove Lane Gulf Shores AL 36542 office@gulfconstruction.com Page 118 of 211 RFQ#: 2026 -COM 002 Project#: 2026-COM 002 Request for Quotes (RFQ) Fairhope Civic Center -161 N Section St, Fairhope, AL 36532 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 SCOPE OF WORK LOCATION OF WORK: The proposed project is the City 's Civic Center Complex located at 161 North Sect ion Street , City of Fairhope , Baldwin County , Alabama . PROJECT PURPOSE: This project proposes to replace the Acoustical Ceiling Panels (Gridded Drop Ceiling) in the main Civic Center Auditorium and associate rooms/venues within the complex . PROJECT OWNERS: This is a Public Works Project administered by the Community Affairs Department , Ci ty of Fairhope (Owners). All contracts , purchase orders , pay requests and payments wi ll be produced by or submitted to the City of Fairhope . PROPOSED WORK: REPLACEMENT OF ACOUSTICAL CEILING PANELS : This project entails all equipment , materials , labo r, overhead , profit and incidentals to deliver a turnkey , replacement acoustic ceiling within the Civic Center Auditorium and associate rooms/venues w ithin the complex . Payment will be made on actual square footage of ceiling panels installed . The ceilings (rooms) scheduled for panel rep lacement a re : VENUE Ma in Auditorium Kitchen Lobby/Hallways Bathrooms Counci l Chambers Delchamps One Delchamps Two Offices DressinQ Rooms PANEL FT2 GRID DIM TYPE 6 ,600 2x2 Acoustic : 0 .90 NRC / 30 CAC 1,350 2x4 Hea lthcare : 0 .80 NRC / 40 CA C 2 ,500 2x2 Acoustic : 0 .90 NRC / 30 CAC 550 2x2 Acoustic : 0 .90 NRC / 30 CAC 1,600 2x2 Acoustic : 0 .90 NRC / 30 CAC 750 2x2 Acoustic : 0 .90 NRC / 30 CAC 300 2x2 Acoustic : 0 .90 NRC / 30 CAC 400 2x2 Acoustic : 0 .90 NRC / 30 CAC 620 2x2 Acoustic : 0 .90 NRC / 30 CAC Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 Req uest fo r Quotes (RFQ) Page 119 of 211 The basis of design and product specifications is based on two brand/types of ceil ing panels : USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS : Edge : SLT Panel Size: 2x2x1 Model No.: 88138 Mars TM Healthcare Clean Room Acoustical Panels: Edge: SQ Panel Size: 2x4x3/4 Model No.: 88189CR The project proposes to use existing grid system. All work is within existing , active and operating City Facility . Materials and workmanship shall be per the enclosed plans and specifications . Some work will involve field investigation and coordination with City Utilities -electrical and IT prior to enactment. All proposed field modifications and modifications shall be reviewed and approved by the City Engineer prior to Contractors ' initiation of work. These plans and contract documents shall be considered a minimum guideline. Local building Codes shall control , and it is the responsibility of the Contractor to permit all work and ensure code compliance . The intent of these contract documents is to ensure the City receives a turnkey , occupant-ready facility . Any detail omitted or is considered vague that falls within the normal scope of a major new construction project shall be considered included and is a subsidiary obligation of the Lump Sum Bid price. PROJECT TIMELINE: 1 . 15-day Notice to Proceed Period 2 . Sixty (60) Calendar days from the Notice to Proceed date allowed for work (no exceptions for holidays) 3. Contract/Purchase Order anticipated to be issued in June -work to commence by July. 4. Contractor is not limited to days of the week restrictions on this project -site available ?-days a week - 7 :00 A.M. to 7:00 P.M. REQUEST FOR QUOTES (RFQ): • Questions, inquiries and requests for clarification should be directed to Richard D. Johnson , PE ; City Engineer : Phone -(251) 929-0360 ; Email : rich a rd . joh nson@fairhopeal.gov Drop Ceiling Replacement Project City of Fairho pe Public Works Project No. 2026-COM 002 Request for Quotes (RFQ) Page 120 of 211 • Quotes must be received before 12:00 PM -Wednesday, May 13, 2026, delivered in person , by mail or by email to : Purchasing Manager 555 South Section St reet Fairhope , Alabama 36532 Email : purchasing@fairhopeal.gov • This RFQ is posted on the City 's website and is being sent out to known and registered General Contractors . A non-response to the RFQ by ema il will be listed and received as a "No Quote ". • This is a Public Works Bid Law limited project -meaning project tota ls may not exceed legal contract limits . Quotes may not be acted upon by the C ity of Fairhope if Bid Law li mits are exceeded . BASE QUOTE RESPONSE: All equipment , materials , labor , overhead , profit and incidentals to deliver a t urnkey , occupant-ready Replacement of Acoustical Ceiling Panels as shown and described in the attached plans , specificat ions and contract documents : Item Description Unit Quantity* Unit Price Total Main Auditorium -2x2 USG MARS ™ $5 .00 $33,000 .00 HIGH-NRC/HIGH-CAC ACOUSTICAL SF 6 ,600 PANELS -Model# 88138 Kitchen -2x4 Mars ™ Healthcare Clean $5 .00 $6 ,750 .00 Room Acoustical Panels -Model# SF 1,350 88189CR Placeholder -Replacement (match $3.00 $1 ,500.00 existing) 15/16-inch (24 mm ) exposed LF 500 tee grid (Contingency for damaged or unusable qrid $41 ,250 .00 Total Base Quote: ADDITIVE AL TERNA TE QUOTE RESPONSE: For the following Quotes each category will be treated as an a la carte addit ive alternate . Meaning that if overall totals exceed annual budgeted amount fo r Replacement of Acoustical Ceiling Panels , any combination of categories can be elim inated in total to adjust to budget. Drop Ceiling Replacement Project City of Fairho pe Pub lic Wo rks Project No. 2026-COM 002 Req uest fo r Quotes (RFQ) Page 121 of 211 Item Description Unit Quantity* Unit Price Total Lobby/Hallways -2x2 USG MARS TM $5 .00 $12 ,500.00 HIGH-NRC/HIGH -CAC ACOUSTICAL SF 2 ,500 PANE LS -Model# 88138 Bathrooms-2x2 USG MARS ™ HIGH-$5.00 $2 ,750 .00 NRC/HIGH-CAC ACOUSTICAL SF 550 PANELS -Model# 88138 Counc il Chambers -2x2 USG MARS ™ $5 .00 $8 ,000 .00 HIGH-NRC/HIGH-CAC ACOUSTICAL SF 1,600 PANELS -Model# 88138 Delchamps One -2x2 USG MARS TM $5 .00 $3 ,750.00 HIGH-NRC/HIGH -CAC ACOUSTICAL SF 750 PANELS -Model# 88138 Delchamps Two -2x2 USG MARS TM $5 .00 $1 ,500.00 HIGH -NRC/HIGH -CAC ACOUSTICAL SF 300 PANELS-Model# 88138 Offices-2x2 USG MARS ™ HIGH -$5 .00 $2 ,000 .00 NRC/HIGH -CAC ACOUSTICAL SF 400 PANELS -Model# 88138 Dressing Rooms -2x2 USG MARS TM $5 .00 $3 ,100.00 HIGH-NRC/HIGH -CAC ACOUSTICAL SF 620 PANELS -Model# 88138 Total Additive Alternate Quote: $33,600.00 *NOTE: The square footage in the RFQ is based on round ing up from the a rea shown on the included plans . Payment will be based on actual measured ceiling pa nels installed. Material waste , overaged , damaged or excess shall be considered a subsidiary obligation of the unit price and such cost should be factored into t he un it price i n the submitted reques t for quotes . Respondents Information : Con t ractor 's Name : JPO Contractors Inc Telephone : 334-685-3558 Address : ___________ , City _____ Stat e ___ Zi p __ _ Email : jortega@jpocontractors .net Sig nature for t he Con tractor Drop Ceiling Replacement Project City of Fairho pe Public Wo rks Project No. 2026-COM 002 Req uest for Quotes (RFQ) Page 122 of 211 Fairhope Civic Center-161 N Section St, Fairhope, AL 36532 Drop Ceiling Replacement Project City of Fairhope Public Works Project No . 2026-COM 002 Project Material Specifications Brand Name or Equivalent: The following Material Specifications shall be interpreted as a minimum standard of quality and all be associated with or equivalent. Brand Name or Equivalent Specification means a specification limited to one or more items by manufacturers' names or model numbers to describe the standard of quality , performance , and other salient characteristics needed to meet the City requirements , and which provides for the submission of equivalent products . If the Contractor opts to propose an equivalent brand , product, material or source outside this specification , then a submittal will be required . A submittal refers to the written and/or physical information provided by a responsible contractor (i.e., contractors and subs) to the general contractor . This information is submitted to the Project Manager for approval of equipment, materials , etc . before they are fabricated and delivered to the project. Submittals can be presented in various formats , such as shop drawings , cut sheets on equipment , and material samples . Submittals are required primarily for the design team to verify that the correct products and quantities will be installed on the project in compliance with the design documents/contract documents . Submittals : Submittals are mandatory for all items specified that the Contractor is asserting is "equivalent". Subm ittals shall be submitted electron ically to Richard D. Johnson , PE , City Engineer, at richard .johnson@fairhopeal.gov -submittals will be reviewed and either approved , denied or requested for more information within three working days . For items used that meet exact specifications , contractor shall retain all invoices , packing slips , spec sheets , cut sheets and receipts to provide copies monthly, upon request and/or at project closeout in the form of a material/product spec/warranty/user's manual three-ring binder. HIGH-NRC/HIGH-CAC ACOUSTICAL CEILING PANELS PART 1 -GENERAL 1.1 SECTION INCLUDES A. High-NRC/High-CAC Acoustical Ceiling Panels 1.2 PERFORMANCE CRITERIA A. Ceiling Assembly Fire-Resistance Rating: 2-Hour per UL Assembly G222 PART 2 -PRODUCTS 2.1 MANUFACTURER/PRODUCTS A. Basis of Design : Products of Mars TM High-NRC/High-CAC Acoust ical Panels provided Page 123 of 211 by : Fairhope Civic Center -161 N Section St , Fairhope , AL 36532 Drop Ceiling Replacement Project City of Fairhope Public Works Project No. 2026-COM 002 USG Corporation 550 West Adams Street Chicago , IL 60661 2.2 HIGH-NRC/HIGH-CAC ACOUSTICAL CEILING PANELS A. Basis of Design : USG ClimaPlus TM Performance -Mars TM High-NRC Acoustical Ceiling Panels . 1. Item Number: 88138 , Panel Physical Characteristics a. Core : Fire , visible sag , mold and mildew resistant -wet-formed Mineral Fiber Substrate b. Acoustics : 0.90 NRC / 30 CAC c. Size (nominal): 2 feet x 2 feet d. Overall Thickness 1.0 inch e. Edge : Shadowline Tapered (SL T) f. Color (Standard): Flat White (050) g. Surface : High light-reflective finish (LR-0.90 White products) -Washable , scrubbable , impact and scratch resistant h. Design for maximum deflection of 1/360 of span. i. Fire-Resistance Rating : Acoustical Units -General: ASTM E1264 , Fire Class A 1) voe Content: As specified in Sect ion 016116 . 2) voe Content: Certified as Low Emission by one of the following : • Product listing in UL (GGG) • Product listing in CHPS (HPPD) 3) Noise Reduction Coefficient (NRC) rating , Ceiling Attenuation Class (CAC) rating , and Light Reflectance Coefficient (LR) performance for each type of unit specified below , as determined in accordance with ASTM E1264. 4) Fire Class/ Surface Burning Characterist ics : Determined in accordance with test method ASTM E84 . • Surface Burning Characteristics : Unless otherwise indicated , flame spread index of 25 or less , smoke developed index of 50 or less] B. Basis of Design : USG ClimaPlus TM Performance -Mars TM Healthcare Clean Room Acoustical Panels 1. Item Number: 88189CR , Panel Physical Characteristics a. Panel Compos ition : Wet-formed mineral fiber with water-repellent membrane. b. Surface Finish : Fine textured , washable , scrubbable , and soil-resistant. c. Acoustics : 0.75 NRC / 35 CAC d. Size (nominal): 2 feet x 4 feet Page 124 of 211 Fairhope Civic Center-161 N Section St, Fairhope , AL 36532 Drop Ceiling Replacement Project City of Fairhope Public Works Project No . 2026-COM 002 e. Overall Thickness ¾ inch f. Edge: Square Edge (SQ) g. Color (Standard): Flat White (050) h. Surface : High light-reflective finish (LR-0 .90 White products) -Washable , scrubbable , impact and scratch resistant -Compatible with common healthcare cleaning agents and disinfectants -Surface finish shall withstand frequent cleaning without degradation . i. Design for maximum deflection of 1/360 of span. j . Fire-Resistance Rating: Acoustical Units -General: ASTM Classification : ASTM E1264-23 , Type A , Form A2 .1 & A2.2 , Pattern E & G ., Fire Class A 1) voe Emissions : GREENGUARD Gold Certified 2) Recycled Content: Up to ~69% pre-consumer k. Surface Burning Characteristics : Unless otherwise indicated , flame spread index of 25 or less, smoke developed index of 50 or less] PART 3 -EXECUTION 3.1 INSTALLATION A. INSTALLATION -ACOUSTICAL UNITS 1. Install acoustical units in accordance with manufacturer's instructions. 2. Fit acoustical units in place , free from damaged edges or other defects detrimental to appearance and function . 3. Fit edge trim neatly against abutting surfaces. 4. Install acoustical units level , in uniform plane, and free from twist , warp, and dents 5. Cutting Acoustical Units : • Cut to fit irregular grid and perimeter edge trim. • Make field cut edges of same profile as factory edges 6. Lay acoustical insulation for a distance of 48 inches (1219 mm) either side of acoustical partitions as indicated 7. Install hold-down clips on acoustical units within 20 ft (6 m) of an exterior door 3.2 CLEANING A. Remove dirt and dust with mild soap and water . PART 4 -QUALITY ASSURANCE 4 .1 FIELD CONDITIONS -Maintain uniform temperature of minimum 60 degrees F (16 degrees C), and maximum humidity of 40 percent before , during , and after acoustical unit installation 4.2 Installer Qualifications : Company specializing in performing work of the type specified and with at least three years of documented experience and approved by manufacturer END OF SECTION Page 125 of 211 USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS CLIMAPLUS™ PERFORMANCE WITH PLANT-BASED BINDER 1 FEATURES AND BENEFITS • Balanced acoustics with a wide range of options: NRC up to 0.95 and CAC up to 40 . • High light-reflective finish (LR-0.90 White products). • Was hable. scrubbable. impact and scratch resistant 5. • Coordinates visually with USG Hal cyon™ Acoustical Panels for open-or closed-plan applications. • Nondirectional. monolithic vis ual reduces installation time and waste. • ClimaPlus™ 30-year limited system warranty against visible sag, mold and mildew. • GREENGUARD Gold certified for low emitting performan ce. • USG Mars™ High-NRC /High-CAC Acoustical Panels are part of the Ecoblueprint™ portfolio -meeting today's sustainability standards. For sustainabi lity documentation go to USG .com or CGClnc.com. APPLICATIONS SUBSTRATE • Offices • Wet-formed Mineral Fiber • Healt hc are • Classrooms and Corridors • Reception Areas and Lobbie s • Department Stores and Retai l • Restaurants and Hosp ital ity USG Marst>-H1gh-NRC Acoustical Panels with CllmaPlus"' Performance, and USG Donn• Brand Centr1c1tee"' DXT"' Acousttcal Suspension System Lowell Justice Center in Lowell, MA. Architect : Finegold Alexander Architects, Photo: ©Anton Grassi TO ORDER SAMPLES, GO TO USG.COM OR CGCINC.COM PREMIUM COLORS STANDARD COLOR Dawn Old Stone Sea Shell Light Brown Nut Brown Peat Flat White 3679 3691 3678 3690 3680 3682 050 (J --Shale Ocean Atmosphere Laguna Grass 3683 Ridge 3681 3685 3688 3684 Deep Deep Violet Deep Berry Deep Blue Flat Black Cranberry 3686 3693 3692 205 3687 CUSTOM COLOR Unlimited Color Options -Tangy Tafera 3689 USG ..... CGC IT'S YOUR WORLD. BUILD IT.' Page 126 of 211 USG MARS~ HIGH-NRC/HIGH-CAC ORDER SAMPLES/LITERATURE FOR HOSTUP-TO·D,UE USG: usg.com or samplit@usg.com TECHNICALINFORHATION ACOUSTICAL PANELS CGC: contact Sales Representative AND LEED REPORTTOOL TECHNICAL SERVICES usgdesignstudio.com cgcdesignstudio.com CLIMAPLUS" PERFORMANCE WITH PLANT-BASED BINDER' 800 USG.4YOU (874-4968) usg.ecomedes.com PROOUCT CERTIFIED - YEAAllHITEDSYSTEM ~ :~;~~ - HIGH [SJ PREHIUH CUSTOM ~ FOR LOW 04EMIC.Al WARRANTY RECYCLED COlOR COLOR EMISSIONS: CONTENT PALETTE ECO BLUEPRINT. Declare.: Ul.COH/GG • No Vl1ltwe 5Ag ~ Ul28\8 • M~d/Hlldew ProlKtlon .,.1.1 -· - ~ UL ssllled ' Edge Panel Size Fire Item NRC' CAC LR ' Color Grid voe Anti -Mold& Recycled Panel Class No. Min. Options Emissi ons MIidew/Sag Content' Cost Resistance ~ --" -~ it --USG MARS™ SQ 2'x2'x1 .3" Class A 88280 0 .95 30 0.90 Wh ite A ,B,C Low -21% $$$ HIGH·NRC PANELS CJ 95/30 2'x4 'x1.3" Class A 88281 0 .95 30 0 .90 Wh ite A,B Low .-. 21% $$$ Plant-Based Binder SL 2'x2'x1.3" Cla ss A 88285 0 .95 30 0 .90 White Low -21% $$$ C? 2'x4'x1.3" Class A 88286 0 .95 30 0 .90 White Low -21% $$$ FL 2'x 2'x1.3 " Class A 88290 0 .95 30 0 .90 White J ,K,L,M Low -21 % $$$ C] 2'x4'x1.3 " Class A 88291 0.95 30 0 .90 White J,K,L,M Low -21% $$$ USG MARS ™ SQ 2'x2'x1 " Class A 88137 0 .90 30 0 .90 Wh ite, color ' A,B ,C Low -71% $$$ HIGH·NRC PANELS c=i -90/30 2'x4'x1" Class A 8913 7 0 .90 30 0 .90 Wh ite A ,B Low 71% $$$ Plant-Based Bin der 30"x30 "xl" Class A 80213 0 .90 30 0 .90 White A,B Low -71% $$$ 30 "X60 "X1" Class A 89143 0.90 30 0 .90 Wh ite A,B Low ···-71% $$$ 2'x5'x1" Class A 89673 0 .90 30 0 .90 White A,B Low --· 71% $$$ 2'x6'x1 " Cla ss A 89674 0 .90 30 0 .90 Wh ite A,B Low -71% $$$ ......... SLT 2'X2 'x1" Class A 88138 0 .90 30 0 .90 White, color • D Low -71% $$$ c:::::? 2'x4'x1" Class A 89138 0 .90 30 0 .90 Wh ite D Low -71% $$$ 30 "x30 "x1" Class A 80239 0 .90 30 0.90 Wh ite D Low -71% $$$ 30"x60 "x1 " Class A 89144 0 .90 30 0.90 Wh ite D Low -71% $$$ 2 'x5'x1 " Class A 89675 0 .90 30 0 .90 White D Low -71% $$$ 2 'x6 'x1" Class A 89676 0 .90 30 0 .90 White D Low -71% $$$ FLB 2 'x2 'x1 " Class A 88139 0 .90 30 0 .90 Wh ite, color • E,F,G,H Low -71% $$$ C] 2 'x4 'x1 " Cla ss A 89139 0 .90 30 0 .90 White E,F,G,H Low -71% $$$ ......... j 30 "x30"x1 " Class A 80265 0 .90 30 0 .90 White E,F,G,H Low 71% $$$ 30"x60"x1 " Class A 89145 0 .90 30 0 .90 White E,F,G,H Low j 71 % $$$ 2'XS'x1" Class A 89677 0 .90 30 0 .90 White E,F,G,H Low -71% $$$ 2'x6'x1 " Class A 89678 0 .90 30 0 .90 Wh ite E,F,G,H Low -71% $$$ USG MARS™ SQ 2'x 2'x7/8" Class A 88134 0 .85 35 0 .90 White, color ' A ,B,C Low -72% $$$ HIGH-NRC PANELS CJ .................. 85/35 2'x4 'x7/8 " Class A 89134 0 .85 35 0 .90 Wh ite A ,B Low -72 % $$$ Plant-Based Binder 30 "x 30 "x7/8 " Class A 80113 0 .85 35 0 .90 Wh ite A ,B Low -72% $$$ 30 "x60"x7/8" Class A 89140 0 .85 35 0.90 Wh it e A,B Low -72% $$$ ......... j 2'x S'x7/8 " Class A 89662 0 .85 35 0 .90 White A,B Low 72% $$$ 2'X6 'x7/8" Class A 89663 0 .85 35 0 .90 White A,B Low ·-· 72% $$$ li,1 Low Em issions (VOC) - CllmaPlus~warranty Performance• - High Recycled Content Certi fi ed for low emitting perfo rma nce, meets Contains a broad-spectrum ant i m ic robial USG classifies High Recycled Content CDPH 01350 vl.2 • 2017. Certificates of Compliance add itive on the face and back of the panel that as greater than 50%. Methodology of for Low voe Emissions are available on usg .com provides re sistance against the growth of mold calculation based on FTC guidelines. and at usg .ecomedes .com . and mildew. Includes sag-resistance performance. USG .... CGC Page 127 of 211 USG MARS~ HIGH-NRC/HIGH-CAC ORDER SAMPLES/LITERATURE FOR MOST UP-TO -DATE USG: usg.com or samplit@usg.com TECHNICAL INFORMATION ACOUSTICAL PANELS CGC: contact Sales Representative A.ND LEED REPORT TOOL TECHNICALSERYICES usgdesignstudlo.com cgcdesignstudlo.com CLIMAPLus· PERFORMANCE WITH PLANT-BASED BINDER' 800 USG.4YOU (874-4968) usg.ecomedes.com PROOUCT CERTIFIED ,, YEARllMITE:DSYSTEM ~ :~~~~~ - HIGH cJ .. EMIUM CUSTOM ~ FOR LOW OiEMICAL WARRANTY RECYCLED COLOR COLOR EHISSIONS.: CONTENT PAl..ETTE ECO BLUEPRINT Declare.~ ULCOHIGG •NoVilltMeS-s, ~ UL2818 • Mold/MlldN Protection f 1 ,1 ~ -- ®uL Classllled' Edge Panel Size Fire Item NRC' CAC LR' Color Grid voe Anti-Hold& Recycled Panel Class No. Hin . Options Emissions MIidew/Sag Content1 Cost Resistance it --" -li-1 ~ --USG MARS "' SLT 2 'x2 'x7/8" Class A 8813S 0 .85 35 0 .90 White, color• D Low -74% $$$ HIGH·NRC PANELS C? ....................... .................. ..... ··-·· 85/35 2'x4 'x7/8" Class A 89135 0 .85 35 0 .90 White D Low 74% $$$ Plant-Based Binder 30"x30 "x7/8 " Class A 80139 0 .85 35 0 .90 Wh ite D Low j 74% $$$ 30"x60"x7/8 " Class A 89141 0.85 35 0 .9 0 White D Low -74% $$$ 2'x5'x7/8" Class A 89664 0 .85 35 0 .90 White D Low j 72% $$$ 21x61x7/8" Class A 89665 0 .85 35 0.90 White D Low ···-· 72% $$$ ......... ······-· FLB 2'x2'x7/8" Cla ss A 88136 0 .85 35 0 .90 White, color' E,F,G,H Low 74% $$$ c::::J ..................... 2'x4'x7/8" Class A 89136 0 .85 35 0 .90 White E,F,G,H Low ·-74% $$$ 30 "x30 "x7/8 " Class A 80165 0 .85 35 0 .90 White E,F,G ,H Low j 74% $$$ 30 "x60 "x7/8" Class A 89142 0 .85 35 0 .90 White E,F,G,H Low -· 74% $$$ 2'x5 'x7/8 " Class A 89667 0 .85 35 0 .90 White E,F,G,H Low ··-72% $$$ 2'x6'x7/8 " Class A 89668 0 .85 35 0.90 White E,F,G,H Low ·-· 72% $$$ USG MARS'" SQ 2'X2'x1" Class A 86345 0 .80 40 0 .90 White A,B ,C Low -74% $$ HIGH·NRC/ CJ ......... j HIGH·CAC PANELS 2'x4'x1" Class A 88345 0 .80 40 0 .90 White A ,B Low 74% $$ 80/40 SLT 2'X2'x1" Class A 86346 0 .80 40 0 .90 White D Low j 74% $$ Plant-Based Binder C? 2'x4'x1 " Class A 88346 0.80 40 0.90 White D Low j 74% $$ FLB 2'x2 'x1 " Class A 86347 0.80 40 0.90 White E,F,G,H Low -74% $$ c::::J 2'x4 'x1 " Class A 88347 0 .80 40 0.90 White E,F,G ,H Low -74% $$ USG MARS "' SQ 2'x2 'x7/8" Class A 86100 0 .80 35 0.90 Wh ite A ,B,C Low -74% $$ HIGH·NRC PANELS CJ 80/35 2'x4 'x7/8" Class A 86300 0 .80 35 0 .90 White A,B Low -· 74% $$ Plant-Based Binder 30"x30 "x7/8" Class A 86426 0 .80 35 0.90 White A,B Low j 74% $$ 30"x60"x7/8 " Class A 86429 0.80 35 0 .90 White A,B Low ······-· 74% $$ 2'x5'x7/8 " Class A 86350 0 .80 35 0.90 White A ,B Low ·-74% $$ 2'x6 'x7/8" Class A 86360 0 .80 35 0.90 Wh ite A,B Low j 74% $$ SLT 2'x2 'x7/8" Class A 87200 0 .80 35 0 .90 White D Low -74% $$ C? 2 'x4'x7/8" Class A 89600 0 .80 35 0 .90 White D Low j 74% $$ 30 "x30 "x7/8 " Class A 86500 0 .80 35 0 .90 Whit e D Low ·-74% $$ 30 "x60 "x 7/8 " Class A 86466 0 .80 35 0.90 White D Low ····-····· 74% $$ 2'x5 'x 7/8" Class A 89650 0.80 35 0.90 White D Low -74% $$ 2'x6'x7/8 " Class A 89660 0.80 35 0 .90 White D Low ··-· 74% $$ ~ Low Emissions (V0C) -CllmaPlus'" Warranty Performance' -High Recycled Content Ce rt ifi ed for low emitting performance, meets Contains a broad-spectrum antimicrobial USG classifies High Recycled Content CDPH 01350 vl.2 -2017. Certificates of Compliance additive on the face and back of the panel that as greater than 50%. Methodology of for Low voe Emissions are availa ble on usg .com provides resistance against the growth of mold calculation based on FTC guidel ines . and at usg.ecomedes .com . and mildew. Includes sag-resistance performance. USG .... CGC Page 128 of 211 PRODUCT CERTIFIED FOR LOW CHEMICAL EMISSIONS.: ULCON/OG Ul.2818 USG MARS'" HIG H·NRC PANELS 8 0 /35 Plant-Based Binder USG MARS'" HIGH·CAC PANELS 60/40 GRID PROFILE OPTIONS PHYSICAL DATA Notk• The information in this document is subject t o change without notice. CGC Inc. or USG Corp. assumes no responsibility for any errors that may inadvertently appear in this document. SC2487/nv. 7-25 © 2025 USG Corporation and/or its affiliates. Alt rights reserved. Printed in USA USG MARS™ HIGH-NRC/HIGH-CAC ACOUSTICAL PANELS CLIMAPLus· PERFORMANCE WITH PLANT-BASED BINDER' ,, YEAR LIM ITED SYSTEM ~ BALANCED WARRANTY ~ ACOUSTICS • No \llslbl• Sa9 \~ • Mold/MIidew ProtKtlon ~ Edge Panel Size Fire Class " FLB 2'x2'x7/8 " Class A CJ 2'x4'x7/8 " Cla ss A 30 "x30 "x7/8 " Class A 30"x60 "x7/8 " Class A 2'x51x7/8" Class A 2'x6'x7/8 " Cla ss A SQ 2'X2'x3/4 " Class A CJ 2 'x4 'x3/4 " Cl ass A SLT 2 'x2 'x3/4" Class A C7 ....................... 2 'x4 'x3/4 " Class A .... FLB 2'x2 'x3/4" Class A CJ 2 'x4 'x3/4 " Class A RECYCLED CONTENT - HIGH @ uL Classified ' Item NRC' CAC No . Min . --87100 0 .80 35 89SOO 0.80 35 86400 0 .80 35 86497 0 .80 35 89550 0 .80 35 89670 0 .80 35 86186 0.60 40 87187 0 .60 40 86786 0 .60 4 0 88786 0 .60 4 0 86986 0 .60 4 0 88986 0 .60 4 0 PREMIUM COLOR PALETTE LR' " 0 .90 0.90 0 .90 0 .90 0 .90 0 .90 0.90 0 .90 0 .90 0 .90 0 .90 0 .90 CUSTOM COLOR Color Grid Options -W hi te E,F,G,H White E,F,G,H White E,F,G ,H W h ite E,F,G,H White E,F,G,H White E,F,G ,H White, color' A ,B,C Wh ite A ,B ....... White. color' D White D W hite, color' E,F,G,H Wh ite E,F,G,H ORDER SAMPLES/LITERATURE USG: usg.com or samplit@usg .com CGC: contact Sales Representative TECHNICAL SERVICES 800 USG.4YOU (874-4968) FOR MOST UP-TO -DATE TECHNIC AL INFORMATION AND LEED REPORT TOOL usgdesignstudio.com cgcdesignst udio.com usg.ecomedes.com ECO BLUEPRINT. Declare.: 1.f ,It I I I voe Anti-Mold& Recycled Panel Emissions MIidew/Sag Content' Cost Resistance "1 '1 --Lo w -74% $$ Lo w -74% $$ Low -74% $$ Low -74% $$ Low -74% $$ Low -74% $$ Low -76% $$$ Low -76% $$$ Lo w -76% $$$ Low -76% $$$ Low -76% $$$ Low -76% $$$ r.:t Low Emissions (VOC) ollll CllmaPlus'" Warranty Performance• .a High Recycled Content 1111"' Cert ifi ed for low emi tting per forman ce, meet s CDP H 0 1350 vl.2 -2017. Certifi cates of Compl iance fo r Low voe Emi ssions are avai lab le on usg .co m and at u sg.ecomed es .com . 111111" Contain s a broad-spec trum ant im ic rob ial additive o n t he face an d bac k of the panel tha t p rov ides re sistance aga inst the growth of mo ld and m il dew. Inclu des sag -re sistan ce perfor mance . 11111" USG c lassifi es High Recycled Conten t as greate r tha n 50 %. Meth odolog y of cal culat io n ba sed on FTC gu idel ines . A B c• D E F G H USG DX• USGDXW™ USG Centrlcllee™ USG DX• USG Centrlcltee™ USG Flnallna• USG Flnellne•l/8 USG ldtntltee• DXT™ DXT™ DXF™ DXFF™ DXI ™ ob do ob ~ ob do ob ob I J K l M USG DX• USG Cantrlcltae™ USG Flnallne• USG Flnellne• USG ldentltee• DXT™ DXF™ 1/8 DXFF™ DXI ™ ~ ob do ob ob ASTM E126.C classlflcatl on Notes ASTM E1264-22: Type IV, Form 1 and 2, Pattern E, G Thermal res i stance R-2.2 (3/4~ panels) R-4.S (1.r panels) 1. For details, see USG Sustainability tool at usgdesignstudio.com or cgcdesignstudlo.com . ASTM E1264-23: Type A , Form A2.l and A2 .2, Pattern E, G ASTM E84 and CAN/ULC S102 surface-burning characteristics Class A Flame spread: 25 or less Smoke developed: 50 or less Weight 1.09 -1.36 lb /sq .ft. Online tools usgdesignstudio.com , cgcdeslgnstud io.com or usg.ecomedes.com Maximum backl oadlng See USG J O-Year Limi ted Sys tem Warranty Commercial Applications (SC210 2). Mai ntenance Can be cleaned easily w ith a soft br ush or vacuum . To clean white panels, use a clean, white cloth with water or a mild detergent and wipe surface . Metric sizes available Contact sales for minimum quantities and lead times . 2. LR values are shown as averages. 3. For details, see USG 30-Year Umi ted System Warranty Commercial Applications (SC2102). 4. Ma ximum 2'x2' with SO edge panels. S. Acoust ic values. washability, scrubability, impact, and scratch resistance are for white panels. Color may impact perfo rmance based on color selected . 6. See Colors selector for more infor mation. 7. All USG Mars"' High-N RC Acoustical Panels w ith a "plant-based binder" label contain up to 65% pla nt-based material In the binder. For more information, please refer to the USG Mars Acoust ical Panels Health Product Declaration, available at www.usg.com. 8. It is not recommended to mix pa nels with varying NRC values in t he sa me ceiling ptane. Manufactu red by The trademarks USG , CGC, CENTRICITEE. CU MAPLUS, DONN, OX, USG Interiors, LLC OXF. OXFF. OXI, OXT. OXW, ECOBLUEPRINT, FI NELINE. HALCYON , SSO West Adams Street IOENTITEE, MARS, IT'S YOUR WORLD. BUILD IT .. the USG/CGC logo, the Chicago, IL 60661 design elements and colors, and re lated marks are trademarks of USG Corporation or its affiliates. Safety First1 Follow good safety/industri al hygiene practices dutlng installation. Wear appropriate personal protective equipment. Read SOS and literature before specification and installation. USG .... CGC Page 129 of 211 USG MARS™ HEALTHCARE ACOUSTICAL PANELS CLIM AP LUS '" PERFORM ANC E WITH CLEAN ROOM , HI GH-NRC AND A IRC AR E'" COATING OPT IO NS I I I I FEATURES AND BENEFITS • Balanced aco ust ics . High -NRC and High -CAC provide exce llent sound co nt ro l that ass ist in address ing HI PAA standards. • Water-repel len t membrane de signed to be durable and safe with comm on dis infectants.*' Wash able an d soil -resistant finish. Impact and scratch res istant. Acoustics and cleanab ility exceed FGI guidelines fo r hea lt hc are. Meets USDA/FSIS guidelines for use in fo od-processing areas . • Achieves FDA st andards fo r smoothnes s. durabi lity and clea nabilit y. Clean Room tested to ISO 5 (Class 100) (Ite ms 86169 CR . 88189CR , 86684CR, 88 683CR ). ClimaPlus™ 30-year limited system warra nty against visibl e sag, mo ld and milde w. • AirCare™ co ati ng app li ed to face and back reduces 75% of fo rma ldehyde over a 10 -year period .4 • GREENGUARD Gold certified for low em ittin g performance . • USG Mars™ Healthcare Aco ustical Pa nel s are part of t he Ecob luepri nt™ portfol io -mee t ing toda y's susta in ab ilit y sta ndard s. For susta inabil it y documenta ti on go to USG.com or CGCln c.com . APPLICATIONS Kitchen and Food-prep Are as • Lavatories and Restro oms • Laboratories and Clean Rooms • Nu rses· Station s/ Wait ing Roo ms Treatment/Patient Room s SUBS TRATE Wet-fo rmed Min eral Fi ber TO ORDER SAMPLES , USG Mars"' Healt hcare Acoustical Panels with ChmaPlus,,.. Performance/USG Donn• Brand OX'/ DXLT>< Acousttcat Suspension System Photo this page: Chinook Regional Hospital Archit ect: Perkrns +Will/ KRA / Group2 / St uart Olson Photo:© And rew Lat reille GO TO USG.COM OR CGCINC .COM Flat White 050 USG .... CGC IT'S YOUR WORLD. BUILD IT.. Page 130 of 211 USG MARS~ HEALTHCARE ACOUSTICAL PANELS ORDER SAMPLES/LITERATURE FOR MOSTUP-TO ·DATE USG: usg.com orsamplit@usg.com TECHNICAL INFORMATION CLIMAPLUS" PERFORMANCE -NEW CLEAN ROOM , HI GH -NRC AND AIRCARE'" CGC: contact Sales Representative AND LEED REPORT TOOL usgdesignstudio.com COAT ING OPTION S TECHNICA L SERVICES cgcdesignstudio.com 800 USG.4YOU (874-4968) usg.ecomedes.com PRODUCT CERTIFIED ,, YEAR LIMITED SYSTEM ~ BALANCED - HIGH RECYCUD AJRCARE .. ~ FOR LOW CHEMICAL WARRANTY ~ ACOUSTICS CONTENT EMISSlONS: ECO BLUEPRINT. Declare.~ ILC00I/GG •NoVllible~ ~ Ul.ml • Hold/MIidew Protection ~ ::- @ uLClasslfled Edge Panel Size Fire Item NRC CAC LR' Color Grid Options voe Anti-Mold Recycled Panel Class No. Min . Emissions &MIidew/Sag Contant1 Cost Resistance ~ --" -'-1 ~ --USG MARS"' HEALTHCARE SQ 21x2 1x7/8" Class A 862S6 0.85 35 0 .90 White A,B ,C,D,E,F Low -74% $$ HIGH·NRC PANELS CJ 8S/35 2'x4'x7/8" Class A Plant-Based Bi nder' 882S6 0.85 35 0 .90 White A ,B,D,E,F Low -74% $$ SLT 2'x2 'x7/8 " Class A 862S7 0 .85 35 0 .90 White G,H,l,J Low -74% $$ c.:? FLB 2'x2'x7/8" Class A 86258 0.85 35 0 .90 Whit e K,L,M,N Low -74% $$ ~ USG MARS"' HEALTHCARE SQ 2'x2'x1 " Class A 86115 0 .80 40 0 .90 White A,B,C,D,E,F Low -74% $$ HIGH·NRC/ CJ HIGH·CAC PANELS 2'X4'x1 " Class A 88115 0 .80 40 0 .90 White A,B,D,E,F Low -74% $$ 80/40 Plant-Based Binde r' SLT 2'x2'x1" Class A 86343 0.80 40 0 .90 White G,H,l,J Low -74% $$ C? 2'X4'X1 " Class A 88343 0.80 40 0 .90 White G,H ,I,J Low -74% $$ FLB 2'x2 'x1 " Class A 86344 0.80 40 0 .90 White K,L,M,N Low -74% $$ ~ 2'x4'x1 " Class A 88344 0.80 40 0 .90 White K,L,M,N Low -74% $$ USG MARS"' HEALTHCARE SQ 2'x2'x7/8" Class A 86152 0.80 35 0 .90 White A,B,C,D,E,F Low -74% $$ HIGH-NRC PANELS CJ 80/35 2•x4'x7/8" Class A 86340 0 .80 35 0 .90 White A ,B,D,E,F Low -74% $$ Plant-Based Binde r' SLT Class A 86470 0.80 35 0 .90 White G,H,l ,J Low -74% $$ c.:? FLB 2'X2'X7/8" Class A 86750 0 .80 35 0.90 White K,L,M,N Low -74% $$ ~ USG MARS"' SQ 2'x2 'x3/4" Class A 86169 0 .75 35 0 .90 White A ,B,C,D,E,F Low -73% $$ HEALTHCARE PANELS CJ 75/35 2'x4'x3/4" Class A 88189 0.75 35 0.90 White A ,B,D,E,F Low -73% $$ SLT 2'x2'x3/4" Class A 86684 0 .75 35 0 .90 White G,H,l,J Low -73% $$ C? 2'x4'x3/4" Class A 88683 0 .75 35 0 .90 White G,H,l,J Low -73% $$ ........ ....................... FLB 2'x2 'x3/4" Class A 86984 0.75 35 0 .90 White K,L,M ,N Low -73% $$ ~ 2'x4'x3/4" Class A 88983 0 .75 35 0 .90 White K,L,M,N Low -73% $$ USG MARS"' HEALTHCARE SQ 2'x2'x3/4" Class A 86270 0 .60 40 0 .90 White A ,B,C,D,E,F Low -77% $$ HIGH-CAC PANELS CJ 60/40 2'x4'x3/4" Class A 88271 0.60 40 0 .90 White A ,B,D,E,F Low -77% $$ SLT 2'x2'x3/4" Class A 86272 0 .60 40 0 .90 White G,H,l,J Lo w -77% $$ c.:? FLB 2'x2'x3/4" Class A 86273 0 .60 40 0 .90 White K,L,M,N Low -77% $$ ~ 2'x4'x3/4" Class A 88273 0.60 40 0 .90 White K,L,M,N Low -77% $$ "1 Low Em issions (VOC) Ce r tified tor low emitting performance, - CllmaPlus~ Warranty Performance' Contains a broad-spectrum antimicrobial - High Recycled Content USG classifies High Recycled Content meets CDPH 01350 vl.2 -2017. Ce rtificates of additive on the face and back of the panel that as greater than 50%. Methodology of Compliance to r Low voe Emissions are available provi des resistance against the growth of mold and calculation based on FTC guidelines .. on usg.com and at usg .ecomedes .com . mildew. Includes sag-resistance performance . USG--CGC Page 131 of 211 PRODUCT CERTIFIED FOft LOW CHEMICAL DHSSIONS: ULCOfl/GG Ul.21. USG MARS'" HEALTHCARE WITH AIRCARE'" COATING• 75/35 USG MARS'" HEALTHCARE CLEAN ROOM PANELS 75/35 USG MARS™ HEALTHCARE ACOUSTICAL PANELS ORDER SAMPLES/LITERATURE USG: usg.com or sampHt@usg.com CGC: contact Sates Representative FOR HOST UP-TO-DATE TECHNICAL INFORMATION ANO LEED AEPORTTOOL usgdesignstudlo.com cgcdesignstudlo.com usg.ecomedes.com CLIMAPLUS" PERFORMANCE -NEW CLEAN ROOM, HI GH-NRC AND AIRCARE™ COATING OPTIONS TECHNICAL SERVICES 800 USG.4YOU (874-4968) ,, YEAALIMITEDS'fSTEM WARRANTY • No VllltM Sag • Hokl/MIICMW ProtKdon ~ :~~;~~ ~ ~ fllltlllll HIGH AECYClED .., CONTENT AIRCARE'" ECO BLUEPRINT. It I Declare~~ --- Edge Panel Size Fire Item Class No. ~ SQ 2'x2 'x 3/4" Class A 86169AIR CJ •········ 2'x4 'x3/4 " Class A 88189AIR ................ ........ ............ ................ ....................... SLT 2'x2'x3/4" Class A 86684AIR c::::::? 2'x4'x3/4" Class A 88683AIR ... ............ ..... ... . . .. ...... ... ................ ....................... FLB 2'x2'x3/4" Class A 86984AIR CJ 2'x4'x3/4" Class A 88983AIR SQ 2'x2 'x3/4" Class A 86169CR CJ ............ ........ ..... 2'x4'x3/4" Class A 88189CR SLT 2'x2 'x3/4" Class A 86684CR c::::::? 2'x4'x3/4" Class A 88683CR A Low Emissions (VOC) ,.. Cert ified for low emitting performance, meets CDPH 01350 vl.2 • 2017. Certificates of Compliance for Low voe Emissions are available on usg.co m and at usg .ecomedes.com . -® UL Classified NRC CAC LR' Color Grid Opt ions voe Anti-Mold Recycled Panel Min . Emissions &MIidew/Sag Content1 Cost Resistance --" -~ ~ --0 .75 35 0 .90 White A,B ,C,D,E,F Low -73% $$ 0 .75 35 0 .90 White A,B,D,E,F Low -73% $$ ............ ............ ............ ............. .............. 0 .75 35 0 .90 W hite G,H,1,J Low -73% $$ 0.75 35 0 .90 White G,H,l,J Low -73% $$ ............ ............ ............ ............. .................... ................. ........................ ................. ······•···•··· 0 .75 35 0.90 W hite K,L,M,N Low 0 .75 35 0 .90 White K,L,M,N Low 0 .75 35 0 .90 Wh ite 0 Low ••••• . ............ ··············•···· 0 .75 35 0 .90 Wh ite 0 Low ...... ....... 0.75 35 0 .90 Wh ite p Low 0 .75 35 0 .90 White p Low olllll CllmaPlus~ Warranty Performance• 11111" Contains a broad-spectrum antimicrobia l additive on t he face and back of the panel that provides resistance against the growth of mold and m ild ew. Includes sag-resi stance performance . -73% $$ -73% $$ -73% $$ -73% $$ -73% $$ -73% $$ .-II High Recycled Content 11111" USG classi fies High Recyc led Content as greater than 50%. Methodology of calculation based on FTC gu idelines .. USG ..... CGC Page 132 of 211 PROOUCT CERTIFIED FOR LDW CHEMICAL EMISSIONS: UI...COM/GG Ul2818 GRID PROFILE OPTIO NS PHYSICAL DATA Notke The information in this document is subject to change without notice. CGC Inc. or USG Corp. assumes no respons ibility for any erro rs that may inadvertently appear in this document. SC2585/rev. 7-25 © 2025 USG Corporation and/or its affiliates. All ri ghts reserved. Printed in USA USG MARS'" HEALTHCARE ACOUSTICAL PANELS CLIMAPLUS" PERFORMANCE -NEW CLEAN ROOM , HIGH-NRC AND AIRCARE'" COATING OPTIONS ORDER SAMPLES/LITERATURE USG: usg.com orsamplit@usg.com CGC: contact Sales Representative FOR MOST UP-TO-DATE TECHNICAL IN FORMATION AN D LEED REPO RT TOOL usgdesignstudio .com cgcdesignstudio.com usg.ecomedes.com - YEAR LIMITED SYSTEM WARRANTY • No Vlslble Sag • Hold/MIidew Protection A USG DX• ob E USGZXLA™ ob I USGZXLA™ ~ M USG Flnellne0 1/8 DXFF™ do ASTM E1264 classlflcatlon ASTM E1264-22 Type IV, Form 1 & 2, Pattern E & G - HIGH RECYCLED -AIRCARE"' CONTENT '. ~ ........... - B c• USGDXW™ USG Centrlclt ee"' DXT"" m m F G USG AX™ USG DX™ ob ~ J K USG AX ™ USG Centrlcltee™ DXT™ ~ ob N o• USG ldentltee• DXI ™ USGDXWCE™ ob ob .. Maintenance To clean panel. use a clean, white cloth with water or ASTM E1264-23 Type A, Form A2.1 & A2 .2, Pattern E & G a mild detergent and wipe surface. To disinfect panel, lightly spray surface and wipe clean with a clean, white cloth. Acceptable colorless disinfectants include: ASTM E84 and CAN/ULC 5102 surface-burning characteristics Class A Flame spread: 25 or less Smoke developed: SO or less Weight 1.03-1.24 lb./sq. ft. Thermal resistance R-2.2 Maximum b ackloading See USG JO-Year Limited System Warranty Commerdal Applications (SC2102). Online tools usgdesignstudio.com, cgcdesignstudio.com or usg .ecomedes.com ASTM D2486 scrubbability test (standard test) ASTM D4828 washabllity test (modified test) Water repellency Cobb method (Tappi 1441 om-84) Water Drop Test -Hydrogen peroxide -lsopropyl alcohol -Quaternary ammonium -Sodium hypochlorite Do not mix cleaners. Follow cleaner manufacturer's recommendations. USG Mars .. Healthcare Clean Room -Field--cut edges of USG Mars™ Healthcare Clean Room panels may be sealed with white latex paint. Use square edge panels fo r all lay-in field-cut perimeter panels. -Clean Room-rated applications reQuire a suspension system with gasketed tee flanges such as USG Donn• Brand CE"'. -Tested to 150 Class 5 particle emissions, per ISO 14644, by UL Environment. Ratlr,g may decrease to ISO Class 7 or greater with airflow above 1 ACH. pressure fluctuat ions, or vibrations in the ceiling system. -For more information. please reference test report from UL Environment. TECHNICAL SERVICES 800 USG.4YOU (874-4968) ECO BLUEPRINT. 1,1,t,I 1,1 1,1,1,I D USGDXLA™ Declare~~ ob H USGDXLA™ ~ L USG Flnellne• DXF™ do P' USGDXCE™ ck Metric sizes availa ble Contact sales for minimum quantit ies and lead times. Notes 1. For details, see USG Sustainability tool at usgdesignstudio.com or cgcdesignstudio.com . 2. LR values are shown as averages. 3. Panel face and back surfaces treated with a proprietary broad-spectrum ant imicrobial standard formulation that inhibits and reta rds the growth of mold and mildew. For details, see USG JO•Year Limited System Warranty Commercial Applications (SC2102). 4 . AirCare"' coating rem oves formaldehyde by an average of 75% over 10 years at an average indoor concentration of13ppb. 5. Maximum 2'x2' with SO edge panels. 6. All USG Mars"' High NRC Acoustical Panels with a Nplant based b inderN label contain up to 65% p lant-based material in the binder. For more information please refer to the USG Mars'~ Acoustical Panels Health Product Declaration. available at www.usg.com 7. It is not recommended to mix Healthcare and non Healthcare or AirCare™ and non-AirCare"' panels in the same ceiling plane. 8 . Cleanroom rated applications require a suspension system with gasketed tee flanges such as USG Donn• Brand AXCE"', OXCE"', OXWCE .. or DXACE"'. Manufactured by USG Interiors, LLC SSO West Adams Street Chicago, IL 60661 The trademarks USG, CGC , AJRCARE, AXCE, CENTRICITEE. CLIMAPLUS, DONN , OX. OXACE, OXF. OXCE, DXFF. OXI , DXL, OXLA, OXLT. DXT, DXW, OXWCE. ECOBLUEPRINT. FINELINE. IDENTITEE, MARS. ZXLA, IT'S YOUR WORLD. BUILD IT., the USG/CGC logo, the design elements and colors, and related marks are trademarks of USG Corporation or its affiliates. Safety First! Follow good safety/industrial hygiene practices during installation. Wear appropriate personal protective equipment. Read SOS and literature before specification and installation. USG --CGC Page 133 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-916 FROM: Richard Johnson, City Engineer Paige Crawford, Director of Community Affairs SUBJECT: The City Engineer, Richard Johnson, and the Director of Community Affairs, Paige Crawford, are requesting approval of award for the request of quotes for the delivery, set-up and service for an accessible portable restroom trailer for the Nix Center AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve the award for the request of quotes for the delivery, set -up and service for an accessible portable restroom trailer for the Nix Center to Baldwin Portable Toilets and Septic for a cost of $11,925.00 plus $250.00 per additional pump outs. The City also approves 50% payment upon delivery. Authorize Treasurer to transfer $11,925.00 in FY26 Budget from Adult Rec - Capital Improvements to Nix Center Maintenance. BACKGROUND INFORMATION: The City Engineer, Richard Johnson, and the Director of Community Affairs, Paige Crawford, are requesting approval of award for the request of quotes for the delivery, set-up and service for an accessible portable restroom trailer for the Nix Center, to be used while the Nix Center bathrooms are being remodeled. A request for quotes was sent to three (3) qualified vendors. Two (2) qualified quotes and one non-responsive quote were received. The lowest received quote was from Baldwin Portable Toilets and Septic for a cost of Eleven Thousand Nine Hundred Twenty-Five Dollars ($11,925.00) plus Two Hundred Fifty Dollars ($250.00) per additional pump outs. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001300- 50475 Line 10 Adult Rec - Capital Improvements $11,925.00 $0.00 $11,925.00 Page 134 of 211 001300- 50360 Nix Center - Maintenance $0.00 $11,925.00 ($11,925.00) Authorize Treasurer to transfer $11,925.00 in FY26 Budget from Adult Rec - Capital Improvements to Nix Center Maintenance. GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: Treasury to process BUA & corresponding Project Ledger Budget Adjustment from 2026COM001 -CONS for $11,925.00 to Nix Center Maintenance. Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 135 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope approves the award of the Request for Quotes for Delivery, Set-Up and Service for an accessible portable restroom trailer for the Nix Center to Baldwin Portable Toilets and Septic for a cost of $11,925.00 plus $250.00 per additional pump outs. The City also approves 50% payment upon delivery; and authorizes the Treasurer to transfer $11,925.00 in FY26 Budget from Adult Rec – Capital Improvements to Nix Center Maintenance. DULY ADOPTED ON THIS 26TH DAY OF MAY, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: _______________________________ Lisa A. Hanks, MMC City Clerk Page 136 of 211 From:Baldwin Portable Toilets To:Richard Johnson Subject:Re: Self-Contained ADA Bathroom Unit - City of Fairhope Date:Wednesday, May 13, 2026 4:07:01 PM Attachments:1000018426.heic New damage waiver.pdf Good morning, It was great getting to speak with you earlier about the upcoming renovation for the nix center, we would be more than happy to assist in this and provide an ADA restroom trailer. We have provided the best service possible for Fairhope for many years now, and we plan on providing that great service for this project as well. I have the numbers below for you broken down, with our payment requirements. 1 ADA restroom trailer with 1x a week pump out (June 1 - July 31) - $11,925 Additional pump outs - $250 ea. Repairs from damages will be billed as a per incident. As suggested by you, we would take payment at the beginning of each month, so that would be 1 check for half the full amount upon delivery of the trailer, and then a second check for the other half 30 days later which would be July 1st. I will also attach a damage waiver below that we would need signed and returned in case of any damages to the trailer. If you need anything else, just let me know. Hope to hear back soon. Thank you so much! , Devin Baldwin Portable Toilets & Septic 31378 US Highway 90 Seminole, AL 36574 (251) 946-3000 FL (850) 477-2232 www.baldwinportables.com On Wednesday, May 13, 2026 at 11:09:32 AM CDT, Richard Johnson <richard.johnson@fairhopeal.gov> wrote: Page 137 of 211 Devin: We have a capital improvement project planned this summer for the Nix Center in Fairhope. We are doing a complete remodel of the men’s and women’s bathrooms. Unfortunately, the center only has the two bathrooms. The center will not be renting the facility during construction, however, there is still staff based there as well as the normal daily activities. So we need HC Assessable Restrooms during the time the main bathrooms are out of commission. Can you spec out and price a 60-day rental (July and August 2026) on a self-contained unit, including setup, takedown and regular service (1X Week) of grey and blackwater. We can handle electricity, potable water, cleaning and paper-goods service. Please add to quote: Additional Weeks Rental Cost Per Extra Grey/Black Water Service Call Thanks, RDJ Richard D. Johnson, PE City Engineer Cell: 251-423-7418 Office: 251-928-8003 richard.johnson@fairhopeal.gov Page 138 of 211 Page 139 of 211 Page 140 of 211 Page 141 of 211 Page 142 of 211 PUR-004 - 082522 CITY OF FAIRHOPE PURCHASING DEPARTMENT PURCHASING REQUEST FORM Under $5,000 No restrictions Not Required N/A N/A N/A Utilities $5,001-$10,000 Operational -Budgeted Three Treasurer/Mayor Greater than: Gen Govt - $5,001 NON Required Required N/A N/A N/A N/A Required Required Required Required *Budgeted items that meet or are under budget may be purchased with the Mayor and/or Treasurer’s approval if they are on the State Bid list or from an approved buying group. Items that are over budget must go to Council for approval and will require a green sheet and resolution. **Expenditure Threshold is a combined total of labor and materials, including materials provided by the City. If the total amount is within $10,000 of the listed threshold, Purchasing/Treasurer may require a formal bid due to potential materials cost increases. Check any applicable boxes: ☐ State Contract ☐ ALDOT ☐ Purchasing Group ☐ Sole Source (Attach Sole Source Justification) 1. What item or service do you need to purchase? 60-day HC Accessible Restroom Trailer Rental & Service 2. What is the total cost of the item or service? Proposal Attached - $18K awaiting 3rd Quote 3. How many do you need? One – HC Accessible Restroom Trailer Rental & Service – Nix Center Bathroom Remodel 4. Item or Service Is: ☒ New ☐ Used ☐ Replacement ☐ Annual Request 5. Vendor Name (Lowest Quote): Baldwin Portable Toilets – Current Performing Low Quote 6. Vendor Number: United 2777; Easy Haul 27614; Baldwin Portables 3135 If you do not have a Vendor Number, please go to the City of Fairhope page: www.FairhopeAL.gov, Departments, Purchasing, Vendor Registration, and complete the required information. 1. Is it budgeted? ☒ Yes ☐ No ☐ Emergency Request 2. If budgeted, what is the budgeted amount? $140,000.00 (in the aggregate – $126K remains unencumbered?) 3. Budget code: 001300-50475 Line 10 – Nix Center Bathroom Remodel Email completed form with quotes and other supporting documentation to Erin.Wolfe@FairhopeAL.gov and Rhonda.Cunningham@FairhopeAL.gov. Page 143 of 211 OUnited Rentals · OBA Re liable O nsite Se rvices BRANCH D65 3 4 8 5 HURRICANE BAY DR THEODORE AL 3658 2-5 22 7 251 -2 99 -3 090 NIX CE NTER 1 BAYOU DR FAIRHOPE AL 36532-2 75 1 Office : 25 1 -9 9 0 -011 5 CI TY OF FAIRHOP E PO BOX 42 9 ACCTS PAYABL E FAIRHOPE AL 3 6533-0 429 RENTAL I TEMS : RENTAL QUOTE # 2 62224619 Customer# : 1262364 Quote Date : 05/11/26 Es tima t ed Out : 06/01/26 04:00 PM Estimated In : 07/27/26 04 :00 PM UR J o b Loe : 1 BAYOU DR, FAIRHOPE UR J o b# : 76 Cust omer Job I D: P.O . # : TBD Ordered By : RICHARD JOHNSON Written By : MICHAEL ROBINSON S alesperson : MICHAEL ROBINSON This is not an in vo ice Please do not pay fr om t his doc um en t ___9!y Equ i pment ___ D_e_s_c_r_1~·p_t_1_·o_n ___________ ---------~--Minimum Day Week 4 Week Estimated Amt. 1 0 75 /20 85 SERVICE -RESTROOM TRAILER lX WEEKLY 1 075 /2075 SERVICE -FRESH WATER lX WEEKLY 1 60021 52 ADA RESTROOM TRLR-2 STATION 575.00 350.00 2,500.00 575,00 350.00 2 ,5 00.00 Rental 575,0 0 1,150.00 350.00 700.00 7 ,000.00 14 ,000.00 Subtotal : 15 ,850.00 SALES/MISCELLANEOUS ITEMS: --=Q_ty~ Item Price Unit of Measure Extended Amt . 1 DELIVERY CHARGE 1 PICKUP CHARGE COMMENTS/NOTES: ONSITE CONTACT: RICHARD JOHNS ON CELL#: 251 -42 3 -7 41 8 TO SCHEDULE EQUIPMENT FOR PICKUP, CALL BOO-UR-RENTS (800-8 77-3687) WE ARE AVA ILABLE 24/7 TO SUPPLY YOU WITH A CONFIRMATI ON# IN ORDER TO CLOSE THIS CO NTRACT 2000.000 1 50.000 EACH 2,000.00 EACH 1 50.00 Sa le s/Misc Subtotal : 2,150.00 Agreement Subtotal: 18,000.00 Estimated Total: 18 ,000.00 This proposal may be withdrawn if not accepted within 30 days. The above r eferenced Rental Protection Plan. environmental. and tax charges are estimates and are subjecc to change. NOTICE: This is not a rental agreement . The rental of equipment and any Items listed above Is subject to availability and subject to the tenns and conditions of t he Rental and Se<vlce A greement, which are available at https ://www .unltedrental s.com'legaVrent al _.,.,rvlce-tenns-US and w hich are Incorporated herein by reference. A COPY OF THE RENTA L A ND SERVIC E A GRB'M ENT TffiM S ARE AVAILABLE IN PA PER FORM UPON RB:IUEST. OlI.NVPDP Page: 1 Page 144 of 211 5111/26, 9 :12 AM 2-3 Station ADA-Compliant Restroom and Shower Trailer Combo, 2 or 3 Sinks for Rent -United Rentals 2-3 Station ADA-Compliant Restroom and Shower Trailer Combo, 2 or 3 Sinks Cat Class : 600-2152 0 This item is not available for online ordering. Request a quollJ about this Reliable Onsite Services product and one of our specialty representatives will contact you shortly. Product description Our delivery process Other first-on-site equipment & products Product description Ma intain an ADA-co mpliant jobsite or event with this restroom and shower trailer combo. Our ADA restroom trailer rental includes up to 2 individual restroom stations wit h toilets, sinks and exterior doors. It also features up to 2 ADA-compliant restrooms with toi lets, sinks, showers, grab bars, exterior doors and wheelch air ramps. This unit includes LED interior and exterior lighting . • 2 or 3 flushin g to ilets, 2 or 3 sinks and up to 2 showers , depending on model • 2 or 3 exterior doors , depending on model • Includes up to 2 ADA-compliant restrooms and showers with a wheelchair ramp , de pe nding on model https:l /www.unitedrentals.comlma rketplace/equipmenVpo rtable-restrooms-sanitation-equipmenVrestroom-trailers/2 -3-station-ada-compliant-restroom-and-shower-trailer-combo-2-or-3 • 1/5 Page 145 of 211 5/11/26 , 9: 12 AM 2-3 Station ADA-Compliant Restroom and Shower Trailer Combo, 2 or 3 Sinks for Rent • United Rentals • Consult our reliable onsite services team about power and water hookup requirements • Uses: Ideal for outdoor events or jobsites requiring ADA-compliant portable restrooms https://www.unitedrentals.com/marketplace/equipmenVportable-restrooms-sanitation-equipmenVrestroom-trai lers/2-3-station-ada-compliant-restroom-and-shower-trai ler-<:ambo-2--0r-3 2/5 Page 146 of 211 We Make it Easy! Proposal Restroom Trailer Family Owned and Operated for 20+ years. We pride ourselves on providing excellent service and meeting our customers’ expectations. Page 147 of 211 Service Description Pricing Per 4 Stall Trailer Restroom Trailer Rental $4,895.00 2 Mo 1 Handicap Portable Handicap Portable Restroom Customer Request: Service to include pumping trailer and Portable Handicap restrooms. Customer will clean and supply paper Products for trailer. Easy Haul will provide Full service for Handicap restroom. Service Dates July 1st through August 31st $4,895.00 2 Mo. Includes 1x weekly service ***Volume Discounts for Restrooms, call for details*** All Rates include FSC and disposal fees Easy Haul Inc is a family-owned and operated service provider based in Fairhope, Alabama, proudly serving Mobile and Baldwin County for more than 20 years. The company specializes in dependable portable restroom rentals, dumpster services, and storage solutions , supporting residential customers, contractors, event organizers, and commercial partners across the region. Built on reliability, fast response times, and a commitment to customer care, Easy Haul Inc has earned a reputation as a trusted local partner. The team takes pride in delivering clean equipment, timely service, and a straightforward, easy-to-work-with experience on every job. With deep roots in the community and a focus on long-term relationships, Easy Haul continues to grow by putting people first and standing behind every service they provide. Contact us today! Phone: 251-929-2133 Page 148 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-910 FROM: Richard Johnson, City Engineer Paige Crawford, Director of Community Affairs SUBJECT: The City Engineer, Richard Johnson, and the Director of Community Affairs, Paige Crawford, are requesting to procure a qualified contractor to provide all material, equipment, labor, and incidentals to renovate the Nix Center Restrooms. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve the award of Bid No. 26-038-2026-COM-001 Nix Center Restrooms Renovation to Coastal Contractors and Renovations, LLC. for a not-to-exceed amount of $139,850.00. BACKGROUND INFORMATION: A service bid was issued on April 24, 2026, posted to the City of Fairhope's website, and published in Gulf Coast Media. Six (6) responsive bids were received at the bid opening on May 14, 2026 at 2:00 p.m. The City Engineer recommends the award be made to Coastal Contractors and Renovations, LLC. Their low bid price for the Base Bid was One Hundred Thirty-Nine Thousand Eight Hundred Fifty Dollars ($139,850.00). The bid package is located in the Purchasing Office. Pending Council Action: May 26, 2026 - To approve the award of the request of quotes for the delivery, set -up and service for an accessible portable restroom trailer for the Nix Center to Baldwin Portable Toilets and Septic for a cost of $11,925.00 plus $250.00 per additional pump outs. The City also approves 50% payment upon delivery. Authorize the Treasurer to transfer $11,925.00 in FY2026 Budget from Adult Rec - Capital Improvement to Nix Center Maintenance. Previous Council Action: March 9, 2026 - Resolution No. 5747-26 Authorized to execute a contract with Goodwin Mills Cawood, LLC (GMC) for Professional Architectural and Engineering Design Service for the interior restroom remodel at the James P. Nix Center (RFQ PS26 -019) Page 149 of 211 with a not-to-exceed contract amount of $13,275.00. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001300- 50475 Line 10 Capital Improvements $114,800.00 $139,850.00 ($25,050.00) Project No.: 2026COM001 | Project Expense String: 2026COM001 -CONS GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: N/A Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 150 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope did request, receive, and open bids to procure services for (Bid No. 26-038-2026-COM-001) for Nix Center Restrooms Renovation for the Engineering and Community Affairs Departments at 555 South Section Street, City of Fairhope offices, Fairhope, Alabama. [2] At the appointed time and place, bids were received and tabulated as follows: Please see attached Bid Tabulation for Nix Center Restrooms Renovation [3] After evaluating the bids with required specifications, Coastal Contractors and Renovations, LLC is now awarded (Bid No. 26-038-2026-COM-001) for Nix Center Restrooms Renovation for a not-to-exceed amount of $139,850.00. DULY ADOPTED THIS 26TH DAY OF MAY, 2026 _____________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 151 of 211 May 15, 2026 Richard Johnson City Engineer City of Fairhope 555 South Section Street Fairhope, AL 36532 RE: Nix Center Restrooms Renovation City Of Fairhope Bid No. 26-038-2026-COM-001 Project No. 2026-COM-001 GMC Project No. AMOB260020 Dear Mr. Johnson: On Thursday, May 14, 2026 at 2:00 p.m., six sealed proposals for the Bid No. 26-038-2026-COM- 001 Nix Center Restrooms Renovation were received by the City of Fairhope at which time they were publicly opened and read. After careful evaluation and review of the Bid Documents, it is our recommendation to award the contract for construction to the lowest responsive bidder, Coastal Contractors and Renovations, LLC for their total base bid amount of $139,850.00. Should you have any questions, please do not hesitate to contact me. Sincerely, GOODWYN MILLS CAWOOD, LLC Virginia B. Rodriguez-Feo, AIA Architect /djf Page 152 of 211 Page 153 of 211 Page 154 of 211 $126,725.00 Page 155 of 211 PRF Nix Center Restrooms 2026-COM 001 - Revised Final Audit Report 2026-04-06 Created:2026-04-06 By:Erin Wolfe (erin.wolfe@fairhopeal.gov) Status:Signed Transaction ID:CBJCHBCAABAAMWY6kbppnwRMNBILDchV_4n2CYzBefLn "PRF Nix Center Restrooms 2026-COM 001 - Revised" History Document created by Erin Wolfe (erin.wolfe@fairhopeal.gov) 2026-04-06 - 4:51:13 PM GMT Document emailed to Suzanne Doughty (suzanne.doughty@fairhopeal.gov) for signature 2026-04-06 - 4:51:36 PM GMT Email viewed by Suzanne Doughty (suzanne.doughty@fairhopeal.gov) 2026-04-06 - 4:51:46 PM GMT Document e-signed by Suzanne Doughty (suzanne.doughty@fairhopeal.gov) Signature Date: 2026-04-06 - 4:54:02 PM GMT - Time Source: server Document emailed to Kimberly Creech (kimberly.creech@fairhopeal.gov) for signature 2026-04-06 - 4:54:04 PM GMT Email viewed by Kimberly Creech (kimberly.creech@fairhopeal.gov) 2026-04-06 - 4:54:15 PM GMT Document e-signed by Kimberly Creech (kimberly.creech@fairhopeal.gov) Signature Date: 2026-04-06 - 6:05:38 PM GMT - Time Source: server Document emailed to Sherry Sullivan (sherry.sullivan@fairhopeal.gov) for signature 2026-04-06 - 6:05:40 PM GMT Email viewed by Sherry Sullivan (sherry.sullivan@fairhopeal.gov) 2026-04-06 - 6:05:44 PM GMT Document e-signed by Sherry Sullivan (sherry.sullivan@fairhopeal.gov) Signature Date: 2026-04-06 - 7:29:39 PM GMT - Time Source: server Page 156 of 211 Agreement completed. 2026-04-06 - 7:29:39 PM GMT Page 157 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-911 FROM: Richard Johnson, City Engineer Pat White, Parks and Recreation Director John Thomas, Public Works Director SUBJECT: City Engineer, Richard Johnson, has requested Change Order No. 1 for the contract with Bienville Construction Services for Bid No. 26- 003-2023-PWI-019 Fairhope Pool Rehabilitation. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve Change Order No. 1 for the contract with Bienville Construction Services for Bid No. 26-003-2023-PWI-019 Fairhope Pool Rehabilitation and authorize the Mayor to execute the Change Order No. 1 for not-to-exceed $37,086.00. The new contract not-to- exceed cost is $1,237,086.00. BACKGROUND INFORMATION: The contract award for Bid No. Bid No. 26-003-2023-PWI-019 Fairhope Pool Rehabilitation to Asphatl Services, Inc. was approved on December 18, 2025 for not -to- exceed contract amount of $1,200,000.00. Change Order No. 1 is being requested due to roof leaks and water intrusion discovered during demolition of the vinyl reinforced (VR) insulation in the ceiling of the Municipal Pool Building. In addition, some water intrusions occur at the eaves along the gutters and downspouts. This is stopgap measure to Stop Leaks includes:, new slip sheet 2- foot metal matching the existing profile where rusted spots are visible, installation of new metal boots at 3 vents, application of American Weather Star 220 Brush Grade at the existing horizontal seams, installation of new metal panels where vents are to be removed, installation of AWS Butyl Tape on the Vertical Rake trim tie in points, replacement of various fasteners that are rusted out or missing and/or replacement - repair of gutters and downspouts if required. This change order reflects unforeseen conditions not anticipated in the original Scope of Work. The vinyl backing of the existing insulation was hiding the leaks and their severity. Leaks must be addressed prior to placement of new insulation and the Simple Saver Ceiling System. Page 158 of 211 The $37,086 increase represents a 3.1% increase in contract total - well below the State Bid Law 10% threshold. Competitive bidding is not required. The Change Order No. 1 cost is Thirty-Seven Thousand Eighty-Six Dollars ($37,086.00). This change order will bring the total contract cost to One Million Two Hundred Thirty-Seven Thousand Eighty-Six Dollars ($1,237,086.00). Previous Council Action: December 18, 2025 - Resolution No. 5681-25 That the City Council hereby approves the negotiated price for (Bid No. 26-003-2023-PWI-019) for Fairhope Pool Rehabilitation, and awards the bid to Bienville Construction Services for a not -to-exceed project cost of $1,200,000.00. November 10, 2025 - Resolution No. 5638-25 - The City Council hereby rejects all bids (Bid No. 26-003-2023-PWI-019) for Fairhope Pool Rehabilitation and authorizes the Mayor to negotiate a contract with one bidder, pursuant to the Code of Alabama 1975, Section 41-16-50(4). BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001250- 50475-10 Recreation - Capital Improvements $50,000.00 $37,086.00 $12,914.00 FY26 Budget for MEP & Structural Repairs for Municipal Pool $1,250,000.00 of which $1,200,000.00 was awarded December 18, 2025. There is sufficient project budget remaining of $50,000.00 to cover unforeseen change order. Project No.: 2023PWI019 | Project Expense String: 2023PWI019 -CONS GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: Treasury to input contract change order in system. Contract No. 2026035 Page 159 of 211 Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 160 of 211 RESOLUTION NO. _______ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That Mayor Sherry Sullivan is hereby authorized to execute Change Order No. 1 for (Bid No. 26-003-2023-PWI-019) Fairhope Pool Rehabilitation with a not-to- exceed cost of $37,086.00; and to award Change Order No. 1 to Bienville Construction Services. The new contract total will not-to-exceed $1,237,086.00. ADOPTED ON THIS 26TH DAY OF MAY, 2026 _______________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 161 of 211 May 12, 2026 Mr. Richard Johnson, PE, City Engineer City of Fairhope 555 South Section Street Fairhope, AL 36532 RE: Municipal Pool Repairs Change Order No.02 Recommendation Mr. Johnson: Watermark Design Group, LLC, has reviewed the attached Change Order Request No.02 for repair of various leaks and water intrusions discovered during the demolition of the existing vinyl reinforced insulation at the ceiling of the Municipal Pool Building. After review, our team is in agreement with the scope of work and total value represented. Therefore, Watermark recommends approval of the submitted Change Order for $37,086.00 to Bienville Construction Services, LLC for the scope of work as submitted. If you should have any questions or comments regarding this Change Order request, please let us know. Sincerely, Nicholas W. Gray, AAIA Architectural Team Lead Watermark Design Group, LLC No.01 01 Page 162 of 211 CHANGE CITY OF FAIRHOPE ORDER REQUEST OWNER: CITY OF FAIRHOPE ARCHITECT/ENGINEER: Watermark/Thompson CONTRACTOR: Bienville Construction Services LLC PROJECT: 2023-PWI 019 Municipal Pool Building Rehabilitation CHANGE ORDER REQUEST NO. #1 DATE: May 12, 2026 1. DESCRIPTION OF CHANGE: This change order request is due to roof leaks and water intrusion discovered during demolition of the vinyl reinforced (VR) insulation in the ceiling of the Municipal Pool Building. In addition, some water intrusions occur at the eaves along the gutters and downspouts. This is stopgap measure to Stop Leaks includes:, new slip sheet 2-foot metal matching the existing profile were rusted spots are visible, installation of new metal boots at 3 vents, application of American Weather Star 220 Brush Grade at the existing horizontal seams, installation of new metal panels where vents are to be removed, installation of AWS Butyl Tape on the Vertical Rake trim tie in points, replacement of various fasteners that are rusted out or missing and/or replacement - repair of gutters and downspouts if required. 2. CHANGE ORDER COSTS: NTE $37,086 – New Contract Amount: $1,237086.00 Proposal Attached Yes Cost Estimated/Proposal Required Item Quantity Material Unit Price Labor (Hours) Labor Unit Price Sub-Total Cost a. See Attached Change Proposal - Bienville Lump Sum $37,086 Inc. Inc. $37,086 b. TOTAL: *If more than 2 items, provide attachments. 3. INSTITUTED BY: Nic Gray, Watermark Design Group, LLC; Richard D. Johnson, PE (Project Manager); Pat White, P&R Director (Owner’s Representative) and Contractor: Josh Dindo, Principal – Bienville Const. 4. JUSTIFICATION OF NEED: This change order reflects unforeseen conditions not anticipated in the original Scope of Work. The vinyl backing of the existing insulation was hiding the leaks and their severity. Leaks must be addressed prior to placement of new insulation and the Simple Saver Ceiling System. Future capital budget will need to include a wholistic roof refurbishment project – this will only address the immediate problem. 5. JUSTIFICATION OF CHANGE ORDER VERSUS COMPETITIVE BIDDING: The $37,086 increase represents a 3.1% increase in contract total - well below the State Bid Law 10% threshold. Competitive bidding is not required. Page 163 of 211 6. COSTS REVIEW: The Project Architect and City Engineer reviewed the contractor’s proposal and found the costs consistent with similar work. 7. THIS CHANGE ORDER IS SUBMITTED FOR REVIEW AND APPROVAL AND IS CLASSIFIED AS THE FOLLOWING TYPE: Minor change of a total monetary value less than required for competitive bidding. Changes for matters relatively minor and incidental to the original contract necessitated by unforeseeable circumstances arising during the course of work. Emergencies arising during the course of work. Change or alternates provided for in the original bidding where there is no difference in price of the Change Order from the original best bid on the Alternate. Change of relatively minor terms not contemplated when the plans and specifications were prepared and the Project was bid and which are in the public interest and do not exceed 10% of the Contract Price. 8. EXTENSION OF TIME REQUESTED: No additional days requested. RECOMMENDED: APPROVED: BY: See Attached Recommendation Email BY: See Attached Proposal Project Architect Contractor BY: N/A BY: N/A Utility Representative OWNER’s Legal Advisor BY: OWNER’s Authorized Representative X X Page 164 of 211 Date:5.11.26 Contractor Name:Bienville Construction Services LLC Project Name:Fairhope Pool JobU of A Job Number :Initiated By: Owner/Architect x GC Job Number:(Check One)GC Reference Change Proposal Request Number: 1 Subcontractor Material Labor Sub 1 ls $28,192.00 $28,192.00 1 ea $550 $550 4 ea $1,198.00 Sub Totals:$0 $0 $28,742 (no Tax) Material: $0 Labor:$0 Equipment: $28,742 Bonds & Insurance: $575 3% Subtotal:$29,317 OH $2,932 10% Profit $4,837 15% Add Deduct Owner Signature of Approval Days Time and General Conditions shall be calculated upon completion if scope of work impacts critical path Change Order Break Down Brief Description of Proposed Change: Option #2 Stop Leaks 1. Slip sheet 2 foot metal matching the existing profile with rusted spots are visible.2. Install new metal boots at 3 vents. . Install American Weather Star 220 Brush Grade at the exisitng horizontal seams. 4. instlal new metal panels where vents are to be removed. 5. install AWS Butyl Tape on the Verticle Rake trim tie in points. 6. Replace various fasteners that are rusted out or missing. 7. No warranty 8. Additional repairs would be addressed on an as needed basis $1,450 per day. Two men plus materials. Item/Description Quantity Unit Unit Cost Amount Leak Stop Dumpster Downspouts if required Total Cost Change $37,086 Page 165 of 211 Page 166 of 211 Page 167 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-913 FROM: Pat White, Parks and Recreation Director SUBJECT: The Director of Parks and Recreation, Pat White, is requesting approval for the procurement and installation of playground equipment for the Fairhope Boys & Girls Club. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve the procurement and installation of playground equipment for the Fairhope Boys & Girls Club from Recreational Concepts for a cost not-to-exceed $61,879.09. This is on Sourcewell (Contract #101625-LSI) and therefore does not have to be let out for bid. BACKGROUND INFORMATION: The Director of Parks and Recreation, Pat White, is requesting approval for the procurement and installation of playground equipment for the Fairhope Boys & Girls Club. The cost of the procurement and installation includes: Landscape Structures Playsense Design 302 $33,838.50 (less Discount $2,030.31). Total: $31,808.19 70 CY Mulch: $8,320.00 Freight: $5.400.00 Equipment Installation: $16,350.90 Total Cost: $61,879.09 The total cost of the procurement and installation from Recreational Concepts is Sixty- One Thousand Eight Hundred Seventy-Nine Dollars and Nine Cents ($61,879.09). This is on Sourcewell (Contract #101625-LSI) and therefore does not have to be let out for bid. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001750- 50383-30 Boys/Girls Club Capital Purchases $61,879.09 $61,879.09 $0.00 Page 168 of 211 Project No.: 2026REC250 | Project Expense String: 2026REC250 -CONS Total Project FY26 Budget $75,000.00 (less pending agenda items) = $8,132.91 Remaining Budget Available Impact fees will be used to fund this project. GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: N/A Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 169 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope approves the procurement and installation of playground equipment for the Fairhope Boys & Girls Club that is on Sourcewell (Contract #101625- LSI) with Recreational Concepts; and therefore does not have to be let out for bid. The total amount not-to-exceed $61,879.09. ADOPTED ON THIS 26TH DAY OF MAY, 2026 ___________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 170 of 211 Page 171 of 211 Page 172 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-912 FROM: Pat White, Parks and Recreation Director SUBJECT: The Director of Parks & Recreation, Pat White, is requesting to approve the award of the procurement of a Playmate Ace Ball Machine for the Mike Ford Tennis Center at Stimpson Park. Authorize Treasurer to transfer $5,195.00 from Tennis Expense to Capital Purchase. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve the procurement of a Playmate Ace Ball Machine to 10-S Tennis Supply & Dinkshot Pickleball for the not-to-exceed cost of $5,195.00 plus shipping. Authorize Treasurer to transfer $5,195.00 from Tennis Expense to Capital Purchase. BACKGROUND INFORMATION: The Director of Parks & Recreation, Pat White, is requesting approval for procurement of Equipment of the Request for Quotes for a Playmate Ace Ball Machine for the Mike Ford Tennis Center at Stimpson Park. A Request for Quotes was received by three (3) qualified contractors. All three quotes for the equipment were for the same amount, plus shipping cost. The Tennis Manager, Tomas Catar, recommends 10-S Tennis Supply & Dinkshot Pickleball due to purchase history and their current vendor status with the City of Fairhope. The Director of Parks & Recreation, Pat White requests approval to award the Request for Quotes to 10-S Tennis Supply & Dinkshot Pickleball for the not-to-exceed cost of Five Thousand One Hundred Ninety-Five Dollars plus shipping ($5,195.00 plus shipping). BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001250- 50485-10 Recreation - Tennis Expense $5,195.00 $0.00 $5,195.00 Page 173 of 211 001250- 50470 Recreation - Vehicles & Equipment $0.00 $5,195.00 ($5,195.00) Authorize Treasurer to transfer $5,195.00 plus shipping, from Tennis Expense to Capital Purchase as noted above. Item cost rises to the capitalization threshold. GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: N/A Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 174 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope approves the procurement of a Playmate Ace Ball Machine for the Mike Ford Tennis Center at Stimpson Park to 10-S Tennis Supply & Dinkshot Pickleball for a not-to-exceed cost of $5,195.00 plus shipping; and authorizes the Treasurer to transfer $5,195.00 from Tennis Expense to Capital Purchase. ADOPTED ON THIS 26TH DAY OF MAY, 2026 ___________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 175 of 211 Page 176 of 211 PUR-004 - 082522 CITY OF FAIRHOPE PURCHASING DEPARTMENT PURCHASING REQUEST FORM Name: Tomas Catar Date: 5/5/26 Department: Tennis Center, Recreation Expenditure Threshold** Distinctions Quotes Required Approval Green Sheet Resolution Under $5,000 No restrictions Not Required N/A N/A N/A Utilities $5,001-$10,000 Operational NON-Budgeted Three Treasurer/Mayor N/A N/A Greater than: Gen Govt - $5,001 Utilities - $10,001 Operational NON-Budgeted Three Council Required Required Gen Govt - $5,001-$30,000 Utilities - $10,001 - $30,000 Operational Budgeted Three Treasurer N/A N/A Over $30,000 Operational Budget* State Bid List or Buying Group Treasurer/Mayor N/A N/A Over $30,000/$100,000 Operational Budgeted Bids Council Required Required Professional Service Over $5,000 Budgeted or Non-Budgeted Mayor Select Council Required Required *Budgeted items that meet or are under budget may be purchased with the Mayor and/or Treasurer’s approval if they are on the State Bid list or from an approved buying group. Items that are over budget must go to Council for approval and will require a gree n sheet and resolution. **Expenditure Threshold is a combined total of labor and materials, including materials provided by the City. If the total am ount is within $10,000 of the listed threshold, Purchasing/Treasurer may require a formal bid due to potential materials cost incre ases. QUOTES Vendor Name Vendor Quote 1. 10-S Tennis Supply & Dinkshot Pickleball $ $5,195.00 plus shipping 2. Court Sports Technologies LLC $ $5,195.00 plus shipping 3. Oncourtoffcourt $ $5,195.00 plus shipping Check any applicable boxes: ☐ State Contract ☐ ALDOT ☒ Purchasing Group ☐ Sole Source (Attach Sole Source Justification) ITEM OR SERVICE INFORMATION 1. What item or service do you need to purchase? Ball Machine. Replacement for the current one. 2. What is the total cost of the item or service? Estimated $5195.00 plus shipping 3. How many do you need? 1 4. Item or Service Is: ☒ New ☐ Used ☐ Replacement ☐ Annual Request 5. Vendor Name (Lowest Quote): 10-s Tennis Supply 6. Vendor Number: 288832 If you do not have a Vendor Number, please go to the City of Fairhope page: www.FairhopeAL.gov, Departments, Purchasing, Vendor Registration, and complete the required information. BUDGET INFORMATION 1. Is it budgeted? ☐ Yes ☒ No ☐ Emergency Request 2. If budgeted, what is the budgeted amount? Click or tap here to enter text. 3. Budget code: Tennis Expense: 50485 Email completed form with quotes and other supporting documentation to Erin.Wolfe@FairhopeAL.gov and Rhonda.Cunningham@FairhopeAL.gov. Page 177 of 211 1 Sub Total 5,195.00 Shipping charge 375.00 Total $5,570.00 Quote Date :04.29.2026 Court Sports Technologies LLC EIN 33-4191504 4108 Allenhurst Drive Peachtree Corners Georgia 30092 U.S.A 770-282-9982 ken@courtsportstech.com www.courtsportstech.com Quote # CST - QT000040 Bill To City of Fairhope 161 North Section Street Fairhope Alabama 36532 Subject : Playmate Ace ball machine #Item & Description Qty Rate Amount 1 Playmate Ace 1.00 pcs 5,195.00 5,195.00 Notes If you have any questions about this price quote, please contact Ken Karegeannes. Thank You For Your Business! Terms & Conditions 1. Payment will be due upon customer acceptance of service and goods. 2. Shipping charges are an estimate. Actual shipping costs will appear on the final invoice. 3. Please email the signed price quote to ken@courtsportstech.com. Customer Acceptance (sign below): x _____________________________________________________________________________________________ Page 178 of 211 2 Print Name: __________________________________________________________________________________ Page 179 of 211 Quote Date 5/5/2026 Quote # 13531 Name / Address City of Fairhope, Mike Ford Tennis Center TOMAS CATAR P.O, Drawer 429 Fairhope, AL, 36533 Ship To City of Fairhope, Mike Ford Tennis Center TOMAS CATAR 555 S. Section St Fairhope Al 36562-1609 7011 Gaston Parkway Dallas, Tx 75214 P.O. No. Good Thru 6/5/2026 Rep DT Phone # 2148233078 Fax #214-823-3082 Total Subtotal Sales Tax (0.0%) Customer Fax Item Description WarehouseQtyCost Total BMPACEBP Playmate Ace D1 5,195.95 5,195.95 Please note this product currently has a 1-2 week lead time. $5,195.95 $5,195.95 $0.00 Page 180 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-909 FROM: Wes Boyett, Gas Superintendent SUBJECT: The Gas Superintendent, Wes Boyett, is requesting to find a qualified firm to provide professional engineering services for the Natural Gas Engineering Consulting Services - Natural Gas System Leak-Prone Piping Restoration Project (Cast Iron Replacement Phase III). AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve the negotiated fee schedule from Magnolia River Services, Inc. for RFQ PS26-002 Professional Engineering Services for the Natural Gas Engineering Consulting Services - Natural Gas System Leak-Prone Piping Restoration Project (Cast Iron Replacement Phase III) and authorize the Mayor to execute a contract for the not - to-exceed amount of $582,065.00. BACKGROUND INFORMATION: The City Council approved the selection of Magnolia River Services, Inc. as the result of RFQ PS26-002 Professional Engineering Services for the Natural Gas Engineering Consulting Services - Natural Gas System Leak-Prone Piping Restoration Project (Cast Iron Replacement Phase III) and approved the Mayor to negotiate the contract fee schedule. The negotiated engineering services fees for this project are as follows: GIS ($71,000.00): Magnolia River GIS Personnel will support Magnolia River field inspectio n personnel with technical assistance on GNSS data collection hardware and software, FieldLogIQ technical assistance, and QA/QC of GNSS Asset Data Collection for Digital GIS As - builts. Inspection ($436,065.00): Magnolia River Inspectors will observe the installation, pressure testing, and in -service procedures for approximately: • 39,000 feet of 2" PE Main • 480 commercial and residential services (330 tie-overs, 150 services) Engineering ($75,000.00): Design and Bid Package: Page 181 of 211 • Delivery of Engineering Design drawing in one (1) phase for Issue of Construction • Develop bid package for the City and assist during bid process • Provide analysis of all vendor/contractor responses and recommendations • Provide Project Management Services during the life of the project design The Mayor and Superintendent of Gas Department would like to establish a not -to- exceed amount for Professional Engineering Services of not-to-exceed Five Hundred Eighty-Two Thousand Sixty-Five Dollars ($582,065.00). Previous Council Action: March 9, 2026 - Resolution No. 5751-26 - That the City Council approves the selection by the Evaluation Team for Professional Engineering Services for (RFQ PS26 -002) Natural Gas Engineering Consulting Services - Natural Gas System Leak-Prone Piping Restoration Project to Magnolia River Services, Inc.; and hereby authorize Mayor Sherry Sullivan to negotiate the not-to-exceed fee to be approved by Council. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 002-59500- 80 Gas - Utility System Improvements $268,140.00 $582,065.00 ($313,925.00) Original FY26 Budget for Cast Iron (Phase III) Engineering services $300,000.00. Resolution No. 5769-26 adopted March 23, 2026, transferred $31,860.00 from 002 - 59500-80 to 002-50290 resulting in an adjusted available budget of $268,140.00 for Phase III Engineering. *NOTE* Inspection portion of the Engineering costs (Phase III) in the amount of $436,065.00 to be included in FY27 budget submission as that will be expensed after construction completion. FY26 Budget of $268,140.00 is sufficient for the engineering expense to be recorded in FY26. GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Page 182 of 211 Individual(s) responsible for follow up: N/A Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 183 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That Mayor Sherry Sullivan is hereby authorized to execute a contract with Magnolia River Services, Inc. for Professional Engineering Services for (RFQ PS25 - 002) for Natural Gas Engineering Consulting Services – Natural Gas System Leak- Prone Piping Restoration Project (Cast Iron Replacement – Phase III) with a not-to- exceed contract amount of $582,065.00. DULY ADOPTED THIS 26TH DAY OF MAY, 2026 _________________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 184 of 211 Client Order Number_20260506 issued under Client Contract Date Issued: May 6, 2026 Client: City of Fairhope, Alabama Magnolia River: Magnolia River Services, Inc. Client Contract: Contract for Professional Engineering Services by and between Client and Magnolia River dated November 2, 2022, and any amendments thereto. Project Name: Cast Iron Replacement Phase 3 Work to Be Performed by Magnolia River: GIS: GIS Inspection Support: Magnolia River GIS personnel will support Magnolia River field inspection personnel with technical assistance on GNSS data collection hardware and software, FieldLogIQ technical assistance, and QA/QC of GNSS Asset Data Collection for Digital GIS As-builts. GNSS Hardware and Software Technical Assistance: GIS technician(s) will provide initial onsite technical assistance with the configuration and operation of selected GPS hardware and accompanying mobile application(s) for the spatial data capture of natural gas assets being installed. Ongoing technical assistance for GNSS hardware and software will continue on an as-needed basis to maintain efficient operation in the support of construction activities. FieldLogIQ Technical Assistance: GIS technician(s) will provide ongoing technical assistance to Magnolia River construction inspector(s) of the Magnolia River application, FieldLogIQ, on an as needed basis to maintain efficient operation in the support of construction activities. Assistance will include, but not limited to, troubleshooting application access, functionality, and data entry. QA/QC of GNSS Asset Data Collection & Digital GIS As-builts: Magnolia River GIS technicians(s) will ensure that the spatial accuracy of the collected GNSS assets meet the tolerance requirements of sub-meter accuracy (ie. Less than 3.28 feet). Additionally, Magnolia River GIS Technicians will maintain quality control of attributes associated with the spatial locations of assets by the minimum standards stated below ensuring that the two (2) systems of record, GIS and FieldLogIQ maintain quality and a 1:1 consistency between each system. Quality Control of the digital GIS as-built will consist of ensuring that all installed assets are displayed and measurements are called out according to the Client's specifications. Page 185 of 211 2 Inspection: Field Inspection: Magnolia River Inspectors will observe the installation, pressure testing, and in-service procedures for approximately: 39,000’ (feet) of 2” (inch) PE Main 480 commercial and residential services (330 tie-overs, 150 services) Inspection Services are as follows: Please see inspector guidelines attached to this document. Engineering: Design and Bid Package: Delivery of Engineering design drawing in one (1) phase for Issue for Construction o This drawing will be a PDF design drawing and completed using AutoCAD o Drawings will show the horizontal approximate location of existing cast iron pipe and the horizontal designed proposed pipelines to be installed o Drawings will be provided for bidding, permitting, and construction Develop bid package for the Client and assist during bid process Provide analysis of all vendor/contractor responses and recommendations Provide Project management services during the life of the project design. Deliverables: GIS: GNSS Hardware and Software Technical Assistance FieldLogIQ Technical Assistance QA/QC of GNSS Asset Data Collection Digital GIS As-builts. Magnolia River’s GIS team will digitize the GPS points obtained by the Field Inspectors and import the data directly into the Client’s ESRI ArcGIS Pro software. Mains and service lines will be drawn in directly into the Client’s system. Inspection: Daily Logs via email daily Weekly update reports Engineering: One (1) design drawing for Issue for Construction Design drawings for bidding, permitting and construction Bid package and assistance during bid process Analysis for all vendor/contractor responses and recommendations Project Management during design phase Delivery Date(s): Delivery dates will be determined and mutually agreed upon between the Client and Magnolia River. Page 186 of 211 3 Compensation to Be Paid to Magnolia River: Charges for this Work shall be on a time and materials basis at the following rates attached. The total compensation (“NTE Amount”) authorized by this Client Order is $582,065. Compensation that exceeds the NTE Amount will require additional work authorization from the Client. *Any on-site training (GIS or Engineering personnel) travel expenses will be invoiced at cost plus 15% and are in addition to what is outlined above. * GIS and inspection pricing is based on an estimated construction duration of 35 weeks. If the project extends beyond this timeframe, additional costs will apply Engineering $75,000 Inspection $436,065 GIS $71,000 Invoicing and Payment Terms: Progress billing will be submitted; invoices are Net 30 days. Insurance Requirements: Magnolia River shall maintain its own insurance in the amounts required in the Client Contract. Upon the request of Client, or if the required insurance amounts are not listed in the Client Contract, Magnolia River shall provide evidence of insurance satisfactory to them and such insurance policy shall list Client as an additional insured. Other Pertinent Information: Magnolia River reserves the right to terminate and/or suspend all or part of this Client Order upon a material breach of the Client Contract by Client. If Magnolia River elects to terminate or suspend all or part of this Client Order, Magnolia River shall be entitled to be paid for time and materials actually worked, or if the Client Order is for a lump sum/fixed fee, Magnolia River shall be entitled to be paid for that percentage of the work order actually completed. Client waives and releases any and all claims against Magnolia River for loss of profits, incidental, special, exemplary or consequential damages that result from the early termination or suspension of all or part of this Client Order. Client By: Print Name: Its: Magnolia River By: Print Name: Its: Page 187 of 211 Page 1 of 3 Confidentiality Disclaimer: The information contained in this document is confidential, privileged and only for the use of the named client, and may not be used, published or redistributed without the prior written consent of Magnolia River. Proposed Rate Schedule Rates valid from 1/1/2025 until 12/31/2027 Provided by Magnolia River Services, Inc. (“Magnolia River”) For City of Fairhope (“Client”) ENG Position Rate OT GIS Position Rate OT INSP Position Rate OT •Hours in excess of forty (40) hours per week will be charged at the overtime rate for non-exempt positions. •The Client expressly understands and agrees that all Magnolia River inspection services contracted for herein shall be for the sole benefit of the Client. Magnolia River, as the contractor providing inspection services shall not be liable for any facet of the infrastructure installation performed by the Construction Contractor or is subcontractors. Magnolia River is responsible for observing and Page 188 of 211 Page 2 of 3 Confidentiality Disclaimer: The information contained in this document is confidential, privileged and only for the use of the named client, and may not be used, published or redistributed without the prior written consent of Magnolia River. documenting the installation of the Client assets, providing mapping grade GPS data when contracted, observe the Construction Contractor is following manufacturer’s procedures, federal, state and Client policies and procedures for the infrastructure installation. If the Client instructs for GPS data collection by the inspector, a $4/hour rate adder will apply. Magnolia River personnel shall not manage or direct the Construction Contractor in its duties. If Magnolia River inspection personnel observe any violations or deficiencies in the infrastructure installation process, the Client shall be notified by Magnolia River orally and followed up in writing. Once Magnolia River notifies the Client of any deficiencies or violations referenced above then its duties and obligations under this Contract shall be deemed to have been met. It is the Client or its agents, not Magnolia River, who must then address those deficiencies or violations with the Construction Contractor. The Client specifically releases Magnolia River from any claims, suits, demands or liability of any type arising from the installation process or from any other work associated with the project other than the specific inspection services offered and agreed upon to be performed herein by Magnolia River. • Should Client or Construction Contractor discontinue the execution of work for any reason, Magnolia River will be provided at least thirty (30) full business days’ advance notice of this intent. Without such notice, Client will be charged eight (8) hours for the day past the discontinuation of work at the above-stated rate for the personnel assigned to the project. • In the event in which an inspector is designated and ready for work on the project, but the project is delayed for more than one (1) working day, the Client will be billed for eight (8) hours plus per diem for each day the inspector is on standby. • In case of inclement weather or stoppage of work by Client or Construction Contractor, Client agrees to pay Magnolia River at the applicable hourly rate: two (2) hours minimum, up to two (2) hours worked. If the work commences more than two hours, but up to four (4) hours, Client will pay four (4) hours. If work is performed over four (4) hours but less than eight (8) hours, Client agrees to pay Magnolia River for eight (8) hours per person. • Subsistence for lodging, meals, and incidentals as defined by the GSA is guaranteed and will be billed to the client for scheduled worked days plus one (1). Example: For a four (4) day work week five (5) days per diem will be charged. For a five (5) day work week six (6) days per diem will be charged etc. Per diem paid will be based on the current (GSA) schedule for the location of the project. − Mileage for mobilization and demobilization will be billed at the standard IRS rate to/from the Magnolia River employee home office/home site to the project site − Travel time for mobilization and demobilization will be billed at the hourly rate which corresponds with the labor category Page 189 of 211 Page 3 of 3 Confidentiality Disclaimer: The information contained in this document is confidential, privileged and only for the use of the named client, and may not be used, published or redistributed without the prior written consent of Magnolia River. − Per diem (lodging and meals) for mobilization and demobilization for the number of required travel days to/from the project location • Mileage for travel from Client’s designated daily reporting office to first job site and to any additional sites where services will be rendered shall be billed separately from the hourly rate and at the standard IRS mileage rate. • Rates listed will increase each year by 3%, with the initial increase going into effect on 01/01/2026 and subsequent increases effective every year thereafter on 01/01, unless mutually agreed to otherwise in writing by Magnolia River and Client. • Non-GSA travel costs (airfare, rental car, etc.) and Other Direct Costs (ODC) incurred by Magnolia River, such as equipment rental, software license fees/maintenance, shipping, etc., will be invoiced to Client separately at cost plus 15%. (Not applicable to positions in the INSP rate category above.) • A maximum of eight (8) hours travel time per day will be charged for travel. • The hourly rates are inclusive of a laptop, cell phone, wireless hotspot, and various inspection hand tools. • All sub-contractor invoicing shall be at cost plus 20% markup. (A copy of sub- contractor invoices shall be attached with the Magnolia River invoice at time of submission). City of Fairhope Accepted By: Print Name: Its: Date: Magnolia River Services, Inc. Accepted By: Print Name: Its: Date: Page 190 of 211 Escalation %: 3% Client: City of Fairhope Effective Date Position Std Rate OT Rate Std Rate OT Rate Std Rate OT Rate ENG GIS INSP Page 191 of 211 Magnolia River Services, Inc. INSPECTOR GUIDELINES CITY OF FAIRHOPE, ALABAMA Page 192 of 211 MAGNOLIA RIVER Inspector Guidelines 1 TABLE OF CONTENTS GENERAL .................................................................................................................................... 2 INSPECTOR AUTHORITY .............................................................................................................. 2 EQUIPMENT ............................................................................................................................... 2 QUALIFICATIONS ........................................................................................................................ 3 SAFETY ....................................................................................................................................... 3 COMMUNICATION...................................................................................................................... 3 MATERIAL MANAGEMENT REVIEW ............................................................................................. 3 SERVICE REPLACEMENT AND METER CHANGE-OUTS .................................................................. 3 CONFLICT RESOLUTION .............................................................................................................. 4 PRE-CONSTRUCTION .................................................................................................................. 4 SEWER AND PRIVATE LOCATES ................................................................................................... 4 CUSTOMER SERVICES, METERS, AND ABOVE-GROUND FACILITIES .............................................. 4 PRODUCTION ............................................................................................................................. 5 INSPECTION ................................................................................................................................ 5 DURING CONSTRUCTION ............................................................................................................ 5 POLYETHYLENE PIPE INSPECTION ............................................................................................... 6 PIPE COATING INSPECTION (IF APPLICABLE) ................................................................................ 6 WELDING INSPECTION (IF APPLICABLE)....................................................................................... 6 RESTORATION ............................................................................................................................ 7 POST CONSTRUCTION................................................................................................................. 7 Page 193 of 211 MAGNOLIA RIVER Inspector Guidelines 2 GENERAL The Inspector's role is to observe and document the construction activities of the Pipeline Contractor. The Inspector represents the Utility Client in a professional and courteous manner, while functioning as a liaison to all interested parties. The Inspector works with the Construction Crew Foreman to resolve any issues related to the project that may affect job flow and service to the Utility Client’s customers. The Inspector's role, however, does not include managing or directing construction crews. The Inspector verifies that the Pipeline Contractor performs all aspects of work according to the Utility Client’s policies and procedures along with Federal, state, and/or local requirements. Additionally, the Inspector verifies that Operator Qualifications for the construction crew employees are current, meet client and regulatory requirements, and are available on the project worksite. Any deviations are reported to the Utility Client. Magnolia River recommends the Utility Client utilize Inspectors to observe and document that the construction and/or repair work conforms to applicable: Manufacturer's specifications Federal, state, and local regulations Utility Client standards and specifications Ideally, one (1) Inspector is assigned to one (1) project staffed with one or two (1 or 2) crews. Assignment to multiple projects or crews decreases the Inspector’s ability to observe and document critical areas of construction, and adherence to the items listed above. The Inspector assists the Construction Contractor with coordination to maintain and adhere to construction schedules. The Inspector may also assist with customer contact prior to and during construction activities. INSPECTOR AUTHORITY The Inspector notifies the Utility Client immediately whenever project specifications including, but not limited to, construction standards, safety policies, or environmental protocols, are not being met. The Utility Client maintains responsibility for suspending the contractor’s work. The Inspector does not have the authority to suspend the contractor’s work, unless granted by the Utility Client leadership. The Inspector recommends in advance suggested repairs, removal, or replacement of pipeline or pipeline components that fail to meet project specifications. The Utility Client is responsible for authorizing the changes. EQUIPMENT The following Magnolia River equipment list includes standard items issued to each Inspector: Laptop computer Cellular phone Pyrometer Measuring tape/wheel Page 194 of 211 MAGNOLIA RIVER Inspector Guidelines 3 Personal Protective Equipment (PPE) GPS (if applicable) QUALIFICATIONS Inspectors complete Operator Qualifications (OQs) (primarily through Energy WorldNet) for the covered tasks required by the Utility Client's OQ plan. Assistance is available if an existing plan has not been established. Key responsibilities of the Inspector are: Safety observations Communication Material management review Observation of main pipe and service replacement Observation of meter change-outs Conflict resolution with facility installation SAFETY The Inspector observes and documents if safety measures at each project site adhere to the Utility Client’s safety regulations and policies. The Inspector requests immediate assistance from the Contractor when any safety issues are identified. Safety is the responsibility of the Contractor, and the Inspector makes recommendations for corrective action. If the Construction Foreman does not comply, the Inspector notifies the Utility Client and his/her Magnolia River Supervisor immediately requests permission to stop construction until the safety issue is resolved. COMMUNICATION The Inspector is trained to communicate closely with the Utility Client and report all activities, such as progress of construction crews and issues or concerns that arise during the project. The Inspector verifies that the Construction Contractor has effectively communicated with affected customers to minimize service interruptions, schedule the completion of re-lights, and provide required materials (e.g., letters, sewer transection information, etc.) as applicable. MATERIAL MANAGEMENT REVIEW The Inspector will perform the following duties when requested by the Utility Client: 1. Verify receipt of material when delivered to job site 2. Account for all the material used on a specific project 3. Reconcile any unused material when requested 4. Verify materials to be used by the Contractor meet the Utility Client requests and specifications SERVICE REPLACEMENT AND METER CHANGE-OUTS The Inspector may help identify meters to be changed out during the project and verify that necessary communication has been made with the appropriate Utility Client personnel or department to schedule the meter replacements. The Inspector may also assist in identifying services to be retired and corresponding meter removals. The Inspector documents, completes, and maintains installation cards and as-built drawings. Page 195 of 211 MAGNOLIA RIVER Inspector Guidelines 4 CONFLICT RESOLUTION The Inspector attempts to quickly resolve conflicts on the job site and, when necessary, escalates issues to the Utility Client. The Utility Client should expect that decisions on the job site take place at the lowest possible level, and that the Inspector exercises reasonable judgment in determining what can be resolved in the field, and what needs to be escalated. Decisions should represent the best interests of the Utility Client while meeting the needs and expectations of regulatory agencies, as well as the customers and communities the Utility Client serves. PRE-CONSTRUCTION A pre-construction meeting arranged by the Utility Client, between the Utility Client, Inspector, and Contractor is recommended. The project scope of work, copies of permits, blueprints, Utility Client forms, environmental requirements, and other pertinent project documents shared at this meeting help projects progress smoothly. The meeting allows the Inspector and Contractor to understand the project documentation requirements and assignment of responsibility prior to the start of construction. Additional items that may need to be addressed during the pre-construction meeting include: Verify easements and permits have been secured and copies are available on-site Construction permit requirements or traffic control issues (i.e., flaggers, street closings, etc.) are addressed by the construction contractor Meetings with other utilities, as needed, to discuss potential conflicts Determine and document the Construction Contractor’s competent person Review tie-in procedures Discuss equipment needs: tapping truck, water truck for test, hoe-ram, etc. Discuss any abnormal locating requirements for existing utilities Discuss material needs and expected delivery dates with construction crews Discuss completion of the Utility customer notification process by the Construction Contractor, that the communication is a continuous process until the project is completed, and report any discrepancies or issues to the Utility Client Establish expectations of the contractor, i.e., casing, rock removal, painting, etc. Additionally: o Participate with Construction Contractor in determining and coordinating workflow (where and when to start: main, services, street cuts, etc.) o Coordinate construction activities with other departments, as necessary, i.e. distribution, gas control, land development, etc. SEWER AND PRIVATE LOCATES Note if the contractor has located, identified, and documented sewer lines (if applicable) Note if the contractor has identified private property infrastructures such as wells, sprinklers, and fencing CUSTOMER SERVICES, METERS, AND ABOVE-GROUND FACILITIES Verify the contractor has identified meter move outs and service locations Verify the contractor has identified the proper location for meter relocations Page 196 of 211 MAGNOLIA RIVER Inspector Guidelines 5 PRODUCTION When requested by the Utility Client, the Inspector reviews and signs off on work completed by the contractor for billable items. The Inspector provides timely, accurate, and comprehensive reports and field documentation to the Utility Client for all projects. INSPECTION One of the primary functions of the Inspector is to verify that the construction crew is meeting the project requirements. The following list contains items that should be checked, reviewed, and/or verified as part of the inspection process. DURING CONSTRUCTION Monitor the overall job-site appearance Observe construction crew personnel and verify they are properly qualified for the work they are performing (OQs). This is vital when starting a new crew or when new personnel join an existing crew. o Note that qualified individuals for welding have the appropriate up-to-date welding certification. o Contact the appropriate Utility Client representative for assistance verifying OQs for the construction crews Periodically review field locates to ensure they are being maintained and updated as needed by the Construction Contractor, and that new locates are obtained to prevent construction delays Note the Utility Client pressure testing procedures are followed. Examples of areas to observe include, but are not limited to: o Environmental needs for hydrostatic water discharge o Test pressures o Test durations o Test recorders calibration is current o Test charts are appropriately documented and signed Collect GPS points according to Utility Client specification and standard, if applicable Periodically observe excavations are in accordance with: o Proper size and depth o Integrity of and clearance from other facilities, (i.e. tiles, water, electric, sewer) o Debris removal before backfilling Note: Once underground facilities are located by Construction Contractor, Inspector shall confirm that the depth of the underground facilities and required clearances are documented by either the Inspector or Construction Contractor. The Construction Contractor shall be responsible for excavating and/or boring at the correct depth based on the depth of the underground facilities and required clearances. Periodically observe and, if possible, document pipe installation for: o Proper depth and location o Periodically witness the construction crew spot check the depth of main for all trenchless pipe installation o Utilize protective sleeves where necessary o Proper vents and spacers when casings are installed o Proper materials are utilized (i.e. correct tee, fittings, etc.) o Unaltered fitting (not cut down) o Manufacturers installation specifications are followed o Proper material handling Page 197 of 211 MAGNOLIA RIVER Inspector Guidelines 6 Observe that the proper pipeline purging process is followed Collect retired footage of main and services. To incorporate GPS collection requirements, the specific items desired to be collected are: Main fittings Service tees Riser/meter locations Field bends Miscellaneous mainline points every 100- feet New to existing tie-in locations POLYETHYLENE PIPE INSPECTION Periodically observe: Tracer wire installation/connections Fusion/joining procedure and integrity Proper fusion iron temperature, and heater plate condition Heating, fusion, and cooling times PIPE COATING INSPECTION (IF APPLICABLE) If Magnolia River is requested by the Utility Client to be the inspecting authority on pipe coating, then preference is for a NACE Coating Inspector to perform the inspections. When Magnolia River is NOT the inspecting authority, the Magnolia River Inspector assigned to the project should observe and document: Surface preparation Coating installation Mill thickness taken by others Coating damage and repairs WELDING INSPECTION (IF APPLICABLE) If the Utility Client request Magnolia River to be the inspection authority on a steel pipeline, then a Certified Welding Inspector (CWI), or a Certified Pipeline Welding Inspector (CPWI), is preferred to perform the inspection. The CWI or CPWI assigned to the project should observe and document/collect: Stringing report Heat numbers Weld numbers Weld map Surface preparation documentation Proper welding procedure is followed Material test report(s) (MTR) All project completion documentation shall be submitted to the Utility Client no more than ten (10) working days upon a projects end. Page 198 of 211 MAGNOLIA RIVER Inspector Guidelines 7 RESTORATION Review final grade requirements for blacktop, concrete, topsoil, etc. Note backfilling (materials, compaction, etc.) Work with the Utility Client to schedule final restoration approval with the local authorities responsible for hard/soft surfaces. Any issues identified through the approval process will be addressed with the Construction Contractor for immediate corrective action Verify restoration has been completed within the timeframe established by the Utility Client Note the permit requirements for local municipalities, or the applicable governing bodies POST CONSTRUCTION Visually inspect above-ground pipe locations (meter sets, regulator stations, etc.) and document installation meets the Utility Client’s minimum requirements. Examples of items to evaluate include but are not limited to the following: Verify the meter is installed level Verify above ground piping is properly prepared and painted Verify meter is at least three (3) feet away from an ignition source to a height of 10-feet from final grade level Verify meter is away from an air intake Verify locking devices are installed as required Verify wall mounts are installed, as needed, to support vent stacks, etc. Verify brackets are installed to support large volume meter sets, regulator stations, etc. Verify above-ground protection, such as posts, are installed where needed Visually inspect relief vent installation Visually inspect regulator installation. Some things to look for include: o Verify control lines are installed o Verify flow arrows are clearly marked o Verify downward venting has been used Verify the construction site has been left in a neat and clean condition Verify that any excavation site has not settled. All issues shall be reported to the Construction Contractor for immediate corrective action. Page 199 of 211 555 S Section Street / Fairhope, Alabama 36532 251.928.8003 (p) / www.FairhopeAL.gov COF-PUR-003 091321 Tristan Kennedy CITY OF FAIRHOPE PURCHASING DEPARTMENT PROJECT REQUEST FORM Notes: Page 200 of 211 PRF - Prof Engineer RFQ for Cast Iron Pipe Phase 3 Final Audit Report 2025-09-30 Created:2025-06-17 By:Erin Wolfe (erin.wolfe@fairhopeal.gov) Status:Signed Transaction ID:CBJCHBCAABAAK897spAUNefPd79TkGO6GhK5I0C2qLJh "PRF - Prof Engineer RFQ for Cast Iron Pipe Phase 3" History Document created by Erin Wolfe (erin.wolfe@fairhopeal.gov) 2025-06-17 - 4:14:12 PM GMT Document emailed to Suzanne Doughty (suzanne.doughty@fairhopeal.gov) for signature 2025-06-17 - 4:14:36 PM GMT Email viewed by Suzanne Doughty (suzanne.doughty@fairhopeal.gov) 2025-06-17 - 4:27:26 PM GMT Document e-signed by Suzanne Doughty (suzanne.doughty@fairhopeal.gov) Signature Date: 2025-06-17 - 4:33:11 PM GMT - Time Source: server Document emailed to Kimberly Creech (kimberly.creech@fairhopeal.gov) for signature 2025-06-17 - 4:33:13 PM GMT Email viewed by Kimberly Creech (kimberly.creech@fairhopeal.gov) 2025-06-17 - 4:34:41 PM GMT Document e-signed by Kimberly Creech (kimberly.creech@fairhopeal.gov) Signature Date: 2025-09-28 - 8:35:12 PM GMT - Time Source: server Document emailed to Sherry Sullivan (sherry.sullivan@fairhopeal.gov) for signature 2025-09-28 - 8:35:14 PM GMT Email viewed by Sherry Sullivan (sherry.sullivan@fairhopeal.gov) 2025-09-30 - 11:49:38 AM GMT Document e-signed by Sherry Sullivan (sherry.sullivan@fairhopeal.gov) Signature Date: 2025-09-30 - 11:51:41 AM GMT - Time Source: server Page 201 of 211 Agreement completed. 2025-09-30 - 11:51:41 AM GMT Page 202 of 211 Page 203 of 211 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-884 FROM: Jeff Montgomery, IT Director SUBJECT: The I.T. Director, Jeff Montgomery, requests approval to procure the Palo Alto Firewall. AGENDA DATE: May 26, 2026 RECOMMENDED ACTION: To approve this procurement for the Palo Alto Firewall from Clear Winds Technologies at a cost not-to-exceed $64,579.70. This will be purchased through the purchasing cooperative Omnia Partners/NCPA (Contract #01-137) with Clear Winds Technologies and therefore does not have to be let out to bid. Authorize Treasurer to transfer $64,679.70 from Capital Improvements to Capital Purchases & Equipment in FY26 Budget. BACKGROUND INFORMATION: The I.T. Director, Jeff Montgomery, requests approval to procure the Palo Alto firewall. This procurement will include: • Palo Alto Networks PA-1420 - Qty: 2; $11,852.88 Each • Palo Alto Networks Precision AI Network Security Subscription Bundle (Advanced Threat Prevention, Advanced URL Filtering, Advanced Wildfire, Advanced DNS Security, Advanced SD-WAN and Device Security) - 1 Year - PA- 1420 - Qty: 2; $12,155.52 Each • Palo Alto Networks Prisma Access Agent Subscription - 1 Year - PA-1420 - Qty: 2; $3,100.80 Each • Palo Alto Networks Premium Support - 1 Year - PA-1420 - Qty: 2; $3,730.65 Each • Clear Winds Technologies - Block of Engineering Hours - One Time Cost - Qty: 20 hours; $150.00 per Hour The total cost for the year will be Sixty-Four Thousand Six hundred Seventy-Nine Dollars and Seventy Cents ($64,679.70). This will be purchased through the purchasing cooperative Omnia Partners/NCPA (Contract #01-137) with Clear Winds Technologies and therefore does not have to be let out to bid. Page 204 of 211 This purchase is for a physical firewall appliance that will be installed and maintained as part of the City’s network infrastructure. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget 001160- 50475-30 IT - Capital Improvements $64,679.70 $0.00 $64,679.70 001160- 50470 IT - Vehicles & Equipment $0.00 $64,679.70 ($64,679.70) Authorize Treasurer to transfer $64,679.70 from Capital Improvements to Capital Purchases & Equipment in FY26 Budget. Project No.: 2026IT0030 | Project Expense String: 2026IT0030 -CONS Remaining available FY26 project budget to date (including expense for this pending agenda item) is $46,217.74. GRANT: N/A LEGAL IMPACT: N/A FOLLOW UP IMPLEMENTATION: For time-sensitive follow up, select deadline date for follow up: N/A Individual(s) responsible for follow up: Treasury Department will enter into Munis Contracts System. Action required (list contact persons/addresses if documents are to be mailed or emailed): N/A Page 205 of 211 RESOLUTION NO. ________ BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: [1] That the City of Fairhope approves the procurement of Palo Alto Firewall that is on Omnia Partners/NCPA (Contract #01-137) with Clear Winds Technologies and therefore does not have to be let out to bid. The total amount not-to-exceed $64,679.70; and authorizes the Treasurer to transfer $64,679.70 from Capital Improvements to Capital Purchases & Equipment in the FY26 Budget. ADOPTED ON THIS 26TH DAY OF MAY, 2026 ___________________________ James Reid Conyers, Jr. Council President Attest: _____________________________ Lisa A. Hanks, MMC City Clerk Page 206 of 211 We have prepared a quote for you Palo Alto PA-1420 - 1 Year Quote # 053381 Version 1 Prepared for: City of Fairhope Jeff Montgomery jeff.montgomery@cofairhope.com Page 207 of 211 13001 Liberty Parkway Vestavia Hills, AL 35242 www.clearwinds.net (205) 413-8323 Hardware Description Price Qty Ext. Price PAN-PA-1420 Palo Alto Networks PA-1420 OMNIA/NCPA Contract 01-137 $11,852.88 2 $23,705.76 PAN-PA-1420- BND- PRECISIONAI Palo Alto Networks Precision AI Network Security Subscription Bundle (Advanced Threat Prevention, Advanced URL Filtering, Advanced WildFire, Advanced DNS Security, Advanced SD-WAN and Device Security) - 1 Year - PA-1420 OMNIA/NCPA Contract 01-137 $12,155.52 2 $24,311.04 PAN-PA-1420- PAA Palo Alto Networks Prisma Access Agent Subscription - 1 Year - PA-1420 OMNIA/NCPA Contract 01-137 $3,100.80 2 $6,201.60 PAN-SVC-PREM- 1420 Palo Alto Networks Premium Support - 1 Year - PA-1420 OMNIA/NCPA Contract 01-137 $3,730.65 2 $7,461.30 Subtotal:$61,679.70 Services Description Price Qty Ext. Price BoH - One Time Clear Winds Technologies - Block of Hours - One Time Clear Winds Technologies - Block of Engineering Hours - One Time Cost $150.00 20 $3,000.00 Subtotal:$3,000.00 Page: 2 of 4Quote #053381 v1 Page 208 of 211 13001 Liberty Parkway Vestavia Hills, AL 35242 www.clearwinds.net (205) 413-8323 Palo Alto PA-1420 - 1 Year Prepared by:Prepared for:Quote Information: Clear Winds Technologies City of Fairhope Quote #: 053381 Joey Hopkins (205) 413-8323 jhopkins@clearwinds.net 555 South Section St Fairhope, AL 35632 Jeff Montgomery (251) 990-0135 jeff.montgomery@cofairhope.com Version: 1 Delivery Date: 05/06/2026 Expiration Date: 06/04/2026 Quote Summary Description Amount Hardware $61,679.70 Services $3,000.00 Total:$64,679.70 PRICES SUBJECT TO CHANGE - PRICES BASED UPON TOTAL PURCHASE - PRICE DOES NOT INCLUDE TAXES OR DELIVERY COSTS - ALL DELIVERY, TRAINING OR CONSULTING SERVICES TO BE BILLED AT PUBLISHED RATES FOR EACH ACTIVITY INVOLVED - SERVICE COSTS ARE ESTIMATED BASED ON OUR KNOWLEDGE OF THE PROJECT - WE SPECIFICALLY DISCLAIM ANY AND ALL WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT LIMITED TO ANY IMPLIED WARRANTIES OR WITH REGARD TO ANY LICENSED PRODUCTS. WE SHALL NOT BE LIABLE FOR ANY LOSS OF PROFITS, BUSINESS, GOODWILL, DATA, INTERRUPTION OF BUSINESS, NOR FOR INCIDENTIAL OR CONSEQUENTIAL MERCHANTABILITY OR FITNESS OF PURPOSE, DAMAGES RELATED TO THIS AGREEEMENT. - ALL ACTUAL EXPENSES (INCLUDING TRAVEL, CAR RENTAL AND OTHER COMMONLY ACCEPTED EXPENSES) WILL BE INVOICED. – FIRST PAYMENT OF 50% OF TOTAL IS DUE UPON SIGNATURE. EQUIPMENT AND SOFTWARE WILL BE ORDERED WHEN THE PAYMENT IS RECEIVED. - INVOICES ARE PAYABLE ON RECEIPT. ALL SUMS NOT PAID WHEN DUE SHALL ACCRUE INTEREST DAILY AT THE ANNUAL RATE OF 18%. - MINIMUM 15% RESTOCKING FEE WITH ORIGINAL PACKAGING. - THE CLIENT AGREES NOT TO HIRE ANY CLEAR WINDS' PERSONNEL FOR A PERIOD OF EIGHTEEN MONTHS AFTER THE COMPLETION OF THIS AGREEMENT AND ANY CHANGE ORDERS WITHOUT WRITTEN CONSENT FROM CLEAR WINDS. SHOULD ANY CLEAR WINDS PERSONNEL BE HIRED BY THE CLIENT OR ANY OF ITS SUBSIDIARIES DURING THE EIGHTEEN MONTH PERIOD AFTER THE PERSON'S EMPLOYMENT ENDS AT CLEAR WINDS, THE CLIENT AGREES TO PAY 100% OF THAT EMPLOYEE'S ANNUAL INCOME TO CLEAR WINDS FOR THE COST OF REPLACING THAT EMPLOYEE. - REFERENCE THE FOLLOWING DOCUMENTS: CWT-0102 FOR ITOPS MANAGED SERVICES, CWT- 0103 FOR ITOPS ONLINE BACKUP, CWT-0104 FOR ITOPS DISASTER RECOVERY, CWT-0161 FOR VIRTUALIZATION IMPLEMENTATION AND CWT-9999 FOR NORMAL TERMS AND CONDITIONS. Page: 3 of 4Quote #053381 v1 Page 209 of 211 13001 Liberty Parkway Vestavia Hills, AL 35242 www.clearwinds.net (205) 413-8323 Clear Winds Technologies City of Fairhope Signature: Name:Joey Hopkins Title:Inside Sales Date:05/06/2026 Signature: Name:Jeff Montgomery Date: Page: 4 of 4Quote #053381 v1 Page 210 of 211 PUR-004 - 082522 CITY OF FAIRHOPE PURCHASING DEPARTMENT PURCHASING REQUEST FORM Under $5,000 No restrictions Not Required N/A N/A N/A Utilities $5,001-$10,000 Operational -Budgeted Three Treasurer/Mayor Greater than: Gen Govt - $5,001 NON Required Required N/A N/A N/A N/A Required Required Required Required *Budgeted items that meet or are under budget may be purchased with the Mayor and/or Treasurer’s approval if they are on the State Bid list or from an approved buying group. Items that are over budget must go to Council for approval and will require a green sheet and resolution. **Expenditure Threshold is a combined total of labor and materials, including materials provided by the City. If the total amount is within $10,000 of the listed threshold, Purchasing/Treasurer may require a formal bid due to potential materials cost increases. Clearwinds Click or tap here to enter text. Click or tap here to enter text. Check any applicable boxes: ☐ State Contract ☐ ALDOT ☒ Purchasing Group ☐ Sole Source (Attach Sole Source Justification) 1. What item or service do you need to purchase? Palo Alto Firewall 2. What is the total cost of the item or service? 64,579.70 3. How many do you need? Click or tap here to enter text. 4. Item or Service Is: ☐ New ☐ Used ☒ Replacement ☐ Annual Request 5. Vendor Name (Lowest Quote): Clear Winds 6. Vendor Number: 442 If you do not have a Vendor Number, please go to the City of Fairhope page: www.FairhopeAL.gov, Departments, Purchasing, Vendor Registration, and complete the required information. 1. Is it budgeted? ☒ Yes ☐ No ☐ Emergency Request 2. If budgeted, what is the budgeted amount? 150,000 3. Budget code: was 001160-50470 looks like it moved to 50475 Email completed form with quotes and other supporting documentation to Erin.Wolfe@FairhopeAL.gov and Rhonda.Cunningham@FairhopeAL.gov. Page 211 of 211