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HomeMy WebLinkAbout03-23-2026 City Council Agenda Packet CITY OF FAIRHOPE CITY COUNCIL REGULAR AGENDA Monday, March 23, 2026 - 6:00 PM City Council Chambers Council Members Jack Burrell Joshua Gammon Jimmy Conyers Jay Robinson Andrea Booth Invocation and Pledge of Allegiance Public Hearing Final Adoption Final Adoption assigns ("Franchisee") for the purpose of Constructing and Maintaining a Fiber Optic Infrastructure Network within the Public Rights-of- Final Adoption of Constructing and Maintaining a Fiber- Public Rights-of-Way within th property is zoned B- of Planters P The property is zoned B- 2 of Rockw Page 1 of 799 City Council Regular Meeting March 23, 2026 Page - 2 - 11. Resolution - That the City of Fairhope approves the development and three (3) years hosting of a new City of Fairhope website that is on TIPS (Contract #220105) with CivicPlus, and therefore does not have to be let out for bid. The development cost and first year are not-to- not-to-exceed $15,329.20 per year. Total Three-Year Cost not-to- procurement based on the option Order No. 1 for (Bid No. 25-017) 46 KV Transmission Line - for (RFQ PS26- Order No. 1 for (Bid No. 25-009-COF-2023-EDA001) K- Inc. The new contract total will be $6,107,110.00. Company for Welcome Center Envelope Repairs with a bid proposal not-to- for Professional Landscape Architectural and A&E Services for (RFQ PS26- the Flying Creek Nature Preserve Phase II (GOMESA Funded Project No. 2026 PWD 100) and Phase III (South Tract Offroad Bicycling Project No. 2026- Page 2 of 799 City Council Regular Meeting March 23, 2026 Page - 3 - 19. Resolution - That Mayor Sherry Sullivan is hereby authorized to execute a contract with Southern Engineering Solutions, Inc. for Professional Engineering Services for (RFQ PS26- with a contr Engineering & Inspection Phase. Total Not-to- AL-181 6-In. Water Main Replacement from CR- bid proposal not-to- $289,595.60 from for Ductile Iron Pipe for CR- Professional Consulting Services (RFQ PS24-023) with a not-to- $480.00. The new contract total will be $63,720.00. $31,860.00 from 002-59500 (System Improvements) to 002- Supply for Barnwell Youth Football Fields – Irrigation Materials with a bid proposal not-to-exceed $7,889.79. 27. Resolution - To award (Bid No. 26-031-2026-REC-100) to Woerner Farms, LLC for Barnwell Youth Football Fields – TifTuf Bermuda Grass with a bid proposal not-to Page 3 of 799 City Council Regular Meeting March 23, 2026 Page - 4 - 28. Resolution - That Mayor Sherry Sullivan is hereby authorized to execute a contract with VITALExam, LLC to perform NFPA 1580- for a not-to- March 27, 2026, and request the City of Fairhope pr 2: Setup and practice Foundation requests approval of the "Fairhope Rotary Club Steak Cook- Morphy Avenue, and Johnson Program) - CAS Project which will be a Page 4 of 799 City Council Regular Meeting March 23, 2026 Page - 5 - 37. Public Participation – (3 minutes maximum) 38. Executive Session - To Discuss pending and potential litigation. 39. Adjourn 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, April 13, 2026, 6:00 p.m. Fairhope Municipal Complex Council Chambers 161 North Section Street Page 5 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-255 FROM: Lisa Hanks, CITY CLERK SUBJECT: Approve minutes of March 9, 0226, Regular City Council Meeting and minutes of March 9, 2026, Work Session. AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: City Council Approval. 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 6 of 799 STATE OF ALABAMA )( Page 7 of 799 9 March 2026 Fairhope High School Marlin Hardwich Tristan Myrick Olivia Robinson Ella Shedd Rankin Williams St. Michael Catholic High School LeeAnn Bonner Tommy Petruzelli Jimmy Roh Andrew Kiernan Col. Valentine thanked Mayor Sullivan, Council and the Fairhope Community for their support to American Legion Eastern Shore Post 199. Mayor Sullivan and Councilmember Booth attended History Day at the Fairhope History Museum. She called Ginger Golson a Fairhope Historic Preservation Commission member to give brief on History Day for Fairhope High School and Fairhope Middle School with the theme Revolution Reform and Reaction. Students created great projects by writing papers, engaging in documentaries, etc. Best in Show Winners here tonight. Fairhope Historic Preservation Commission goals met. Mayor Sullivan thanked Ginger. Mayor Sullivan recognized project winners: Best of Show Junior Division: $50 1st Place BoS (JD): Louis Underwood: Henry Ford; Best of Show Senior Division: Shared Prize of $200 1st Place BoS (SD): Cole Jones and Carson Luter: Grand Hotel; 2nd Place BoS (SD): Emerson Chirinos Bardales: Brown v Bd of Education; and 3rd Place BoS (SD): $50 Annora Haber: George Washington Carver. Councilmember Booth thanked Ginger for her enthusiasm. Mayor Sullivan commented that the City of Fairhope partnered with the Eastern Shore Art Center and the Fairhope Art Department to paint the storm drains throughout our city as a reminder to keep our bay clean. She thanked the participants, Grant Coordinator Nicole Love, and the Eastern Shore Art Center Outreach Director, Linsdey Lawrence. Mayor Sullivan announced the Arts and Crafts Festival next weekend, March 20-22, 2026. Mayor Sullivan thanked the Planning and Zoning Department with Staff, Planning Commission for their work that has gone into the ordinance and amendments. In addition, the citizens input and Council working to get it right. In addition, Council Robinson asked Council President Conyers to call Coach Michael Rodgers forward with Fairhope High School Track Team. Coach recognized the titles of the girls that competed at the Alabama’s State Track and Field Finals: State Champion Addison Silvernail Senior St. Michael Catholic High School cleared 11 feet in Pole Vault; State Champion Caroline Leford Senior Fairhope High School Page 8 of 799 9 March 2026 cleared 11 feet in Pole Vault; and Nyla Loukides Junior Fairhope High School 2nd Place tiebreaker Shot Put. 1) Trea Corte, Legacy Real Estate & Development, 205 Fairhope Avenue, Fairhope, Alabama 36532 was not in favor of Item No. 7. 2) Fred Granade, 57 S. Bayview Street, Fairhope, AL 36532 was not in favor of Item No. 7. 3) Jimmy Prestwood, 215 S. Mobile Street #107, Fairhope, Alabama 36532 was not in favor of Item No. 7. Council President Conyers asked Director Planning and Zoning, Hunter Simmons to provide information on how to get on the Planning E-Mail List. Hunter said to send email to planning@fairhopeal.gov and ask to be added to the list. 4) Song Grove Homeowners Association, Inc. President and Secretary were in favor of support, four (4) conditions, and access on Item No. 16 and thanked Council. 5) Michael Lebatart, Lebatard Architecture, P.L.L.C., 2554 Beach Boulevard, Suite D., Biloxi, MS 39531 not in favor of Item No. 7. City of Biloxi Mayor Andrew ‘FoFo’ Gilich impressed with City of Fairhope. 6) Mac Walcott, 1, S. School Street, Fairhope, AL 36532 was not in favor of Item No. 7. 7) David Wetzel, 10424 Belrose Avenue, Daphne, Alabama 36526 not in favor of Item No. 7. 8) Sandy Wise, Wise Living Real Estate, LLC, 221 Fairhope Avenue, Fairhope, AL 36532 was not in favor of Item No. 7. 9) John Bethea, 9 N. Church Street, Fairhope, AL 36532 not in favor of Item No. 7. 10) David Mull, 53 N. Church Street, Fairhope, AL 36532 not in favor of Item No. 7. 11) Rebecca Brey, 24 Cliff Drive, Fairhope, AL 36532 not in favor of Item No. 7. 12) Rex Cabaniss, WHLC Architecture, 70 S. Section Street, Fairhope, AL 36532 not in favor of Item No. 7. 13) John Goodloe, 50 S. Church Street, Fairhope, AL 36532 no in favor of Item No. 7. Page 9 of 799 9 March 2026 professionals. Attorney Chris Williams agreed with fair summary of process. Councilmember Gammon thanked all citizens for speaking. He provided email address planning@fairhopeal.gov to request being added to the Planning Email List. Citizens are engaged with input. Proper research and time. Councilmember Gammon thanked citizens. Councilmember Robinson commented they were not trying to change uniqueness. He referenced Michael Lebatart public participation comment on bigger cities trying to figure out how to reduce density. Past ten (10) years reduce density, stormwater runoff, preserve CBD, heartbeat of Fairhope without unintended consequences. Good pieces in the ordinance. In addition, he recognized the titles of the girls that competed at the Alabama’s State Track and Field Finals that were introduced by Coach Rogers Fairhope High School earlier at meeting: State Champion Addison Silvernail Senior St. Michael Catholic High Scholl cleared 11 feet in Pole Vault; State Champion Caroline Leford Senior Fairhope High School cleared 11 feet in Pole Vault; and Nyla Loukides Junior Fairhope High School 2nd Place tiebreaker Shot Put. Councilmember Booth commented that the citizens have been passionate about the vision of Fairhope. We are going to listen to you. Lis Pendens is in place and fulfilled. Council can move forward with Building Official. Building Official Erik Cortinas statement of work is to tear down with undergrowth. Page 10 of 799 9 March 2026 RESOLUTION NO. 5743-26 , the Building Official of the City of Fairhope, Alabama, pursuant to provisions of Article V Chapter 7 of the Fairhope Code of Ordinances has investigated a building which exists at 416 Barclay Avenue, Fairhope, Alabama 36532 (Tax Parcel ID Number 46-03-37-0-003-009.00) (the “Property”) and has found the same to be a dangerous building within the meaning of Section 7-88 of said Code and a public nuisance and requiring remediation; and , the said Building Official posted the required notice of the dangerous building as required by law and provided a copy of such notice to all persons listed on the Certificate of Service for the “Finding of Public Nuisance, Notice and Order to Remedy, and Notice of Lis Pendens”, a copy of which is on file in the office of the City Clerk, and which is incorporated by reference as though fully set forth herein; and , the Building Official has presented to the City Clerk estimates associated with demolition of said building which includes labor and transport of demolition debris and clearing of undergrowth on the Property for a total cost not to exceed $12,500.00; and , the property owner has stated a willingness to complete the demolition directly, but the Building Official wants to ensure the demolition proceeds in a timely manner within sixty (60) days. that the Mayor and the Building Official are authorized to enter into a contract for the demolition of the Property with the not to exceed amount of $12,500.00 to commence within sixty (60) days of this Resolution. that the Mayor, the Building Official, the City Attorney, and any other officials or employees acting under the direction of the Mayor are empowered to do such things as are necessary to carry out the demolition of the dangerous building on the Property and to otherwise carry out the purposes of this Resolution. * * Page 11 of 799 9 March 2026 ADOPTED ON THIS 9TH DAY OF MARCH, 2026 Planning and Zoning Department, for amendments to the City of Fairhope’s Zoning Ordinance. (Introduced at the Regular City Council Meeting on February 19, 2026). Seconded by Councilmember Robinson, motion to table indefinitely but in no case less than 60 days passed by the following voice votes: AYE – Conyers, Burrell, Gammon, Robinson, and Booth. NAY - None. Page 12 of 799 9 March 2026 Councilmember Burrell introduced in writing an ordinance granting a Non- Exclusive Franchise to Fiber Utility Network Inc. d/b/a Alabama Fiber Network, its successors and assigns ("Franchisee") for the purpose of Constructing and Maintaining a Fiber-Optic Infrastructure Network within the Public Rights-of-Way within the City of Fairhope, Alabama. Due to lack of a motion for immediate consideration, this ordinance will layover until the March 23, 2026 City Council meeting. RESOLUTION NO. 5744-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City Council approves and accepts the Temporary Right-of-Entry and Construction Easement from the Fairhope Single Tax Corporation, Project: 2026-PWD 003 River Mill Park, City of Fairhope Parcel 05-46-06-14-0-000- 001.57. Mayor Sullivan commented Fairhope Single Tax Corporation final plan playground. Page 13 of 799 9 March 2026 RESOLUTION NO. 5745-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: Page 14 of 799 9 March 2026 The City Engineer recommends to award (Bid No. 26-012-2024-PWI-023) for Julwin’s Plaza Project for the Fairhope Public Works Department to RH Deas Building Co., LLC with Total VE Bid Price with Alternate 2 with a not-to-exceed contract cost of Four Hundred, Thirty-Two Thousand, Three Hundred, Ninety-Eight Dollars and Fourteen Cents ($432,398.14). Page 15 of 799 9 March 2026 RESOLUTION NO. 5746-26 A RESOLUTION TO MATERIALLY PARTICIPATE IN A DRAINAGE IMPROVEMENT AND REPAIR PROJECT WITH SONG GROVE HOMEOWNERS ASSOCIATION, INC. WHEREAS, Song Grove Homeowners Association, Inc. (HOA) is a duly incorporated Board representing the homeowners of Song Grove Subdivision located in the corporate limits of Fairhope, Alabama; and WHEREAS, Song Grove Homeowners Association, Inc. is the responsible party for operations and maintenance of all stormwater management and conveyance systems within their common areas and dedicated easements; and WHEREAS, conveyance channels within Song Grove Subdivision have degraded from stormwater runoff and begun to fail resulting in threats to the watershed and private lot owners within the subdivision; and WHEREAS, the conveyance channels within Song Grove Subdivision are part of the larger Cowpen Creek Watershed that serves the eastern half of the City of Fairhope; and WHEREAS, Song Grove Homeowners Association, Inc. has engaged a Design Professional and General Contractor to design and conduct repairs and improvements to the impacted and degraded channels; and WHEREAS, the Board of Song Grove Homeowners Association, Inc. has requested the City of Fairhope to materially participate in the repairs and improvements of the degraded channels that are a vital component in the tributary of Cowpen Creek; and WHEREAS, the project includes upstream and downstream inlet and outlet protection measures at the Public Road Crossings of Wittier and Pliska Streets which Page 16 of 799 9 March 2026 are accepted, publicly maintained City streets and are the responsibility of the City of Fairhope to maintain; and WHEREAS, the City Council deems it to be in the best interest of the public to materially participate in said drainage improvements, up to the value of the public right-of-way improvements, within Cowpen Creek Watershed to protect public health, safety, and welfare of the public; NOW, THEREFORE, BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: Contribute up to $30,846.00 in material costs (in delivered Class II Riprap) if the Song Grove Homeowners Association, Inc. performs the full Project. The allowance is based on the equivalent “in-place” value of the riprap used to protect the channel crossings of the two public right-of-ways. If the costs are less, the amount contributed is to be the lesser amount. Page 17 of 799 9 March 2026 authorized to execute a Contract with Goodwyn Mills Cawood, LLC (GMC) for Professional Architectural and Engineering Design Services for the interior restroom remodel at the James P. Nix Center (RFQ PS26-019) with a not-to-exceed contract amount of $13,275.00. Seconded by Councilmember Booth, motion passed unanimously by voice vote. RESOLUTION NO. 5747-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: RESOLUTION NO. 5748-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF F , as follows: Page 18 of 799 9 March 2026 total amount not-to-exceed $125,993.70. RESOLUTION NO. 5749-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF Page 19 of 799 9 March 2026 RESOLUTION NO. 5750-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF F , as follows: Page 20 of 799 9 March 2026 RESOLUTION NO. 5751-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, as follows: Page 21 of 799 9 March 2026 Assistant City Clerk RESOLUTION NO. 5752-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF F , as follows: Page 22 of 799 9 March 2026 passed unanimously by voice vote. Councilmember Gammon concerned with length of contract. Council discussed and agreed to amend resolution to five (5) year term with a five (5) year option at City Council discretion unless modified by joint legal agreement. RESOLUTION NO. 5753-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, that the City Council hereby approves and authorizes the City of Fairhope to execute a Memorandum of Understanding between The Fairhope Arts and Crafts Festival Foundation and The City of Fairhope that shall be in effect for a five (5) year term beginning July 1, 2026 until June 30, 2031 with a five (5) year option at City Council discretion unless modified by joint legal agreement. RESOLUTION NO. 5754-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the City Council hereby approves Maker's Market to execute a renewal of a one-year sublease with Hope Community for their outdoor market located in the "Parking Lot Area of the Property"; and must have a Certificate of Insurance naming the City of Fairhope as additional insured. Page 23 of 799 9 March 2026 RESOLUTION NO. 5755-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, That the Fairhope City Council hereby accepts the Gift of Furniture and Copier to the City of Fairhope being used in the Pecan Building from Vitale Care, LLC. Page 24 of 799 9 March 2026 RESOLUTION NO. 5756-26 BE IT RESOLVED BY THE GOVERNING BODY OF THE CITY OF FAIRHOPE, ALABAMA, that the City Council hereby authorizes and selects Sherry Sullivan (Mayor) to be the Voting Delegate during the annual meeting of the Alabama League of Municipalities. Page 25 of 799 9 March 2026 book on the list and made suggestions, openminded. Attorney Marcus E. McDowell referenced boards having their own bylaws on application process. Page 26 of 799 Page 27 of 799 Page 28 of 799 Page 29 of 799 Page 30 of 799 Page 31 of 799 Page 32 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-621 FROM: Lisa Hanks, CITY CLERK SUBJECT: Public Hearing — Application for Package Store License by Walmart Inc., d/b/a Walmart Liquor Box #4333, 10044 County Road 48, Fairhope, AL 36532, AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: City Council Approval. 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 33 of 799 Page 34 of 799 Page 35 of 799 Page 36 of 799 INCORPORATION MEMBERS Applicant: Walmart Inc. d/b/a/ Walmart Liquor Box #4333 The following persons have a proprietary of profit interest in this business: (not needed for corporations whose stock is traded on a recognized stock exchange) Publically traded on the NYSE Name Please see attached list •Social Security Number--------- Date ofBirth. _________ Age ____ Place of Birth. ________ _ Mailing Address. __________________________ _ Position with the Business ------------------------ Telephone Number Driver License N'umber State ----------: --------- Name ______________ SociaJ Security Number ________ _ Date ofBirth. _________ Age� ___ Place of Birth. ________ _ Mailing Address __________________________ _ Position with the Business ------------------------ Telephone Number Driver License Number State --------· �-------- Narne ______________ Social Security Number ________ _ Date ofBirth. _________ Age. ___ ---'Place of Birth ________ _ Mailing Address. __________________________ _ Position with the Business ·------------------------- Telephone Number ________ Driver License Number _____ State ___ _ Name. ______________ Social Security Number ________ _ Date ofBirth _________ Agc ____ Place of Birth,__ _______ _ Mailing Address. _________ _,._ _________________ _ Position with the Business. _______________________ _ Telephone Number Driver License Number State ----------------- Page 37 of 799 Page 38 of 799 Page 39 of 799 Page 40 of 799 Page 41 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-729 FROM: Jennifer Olmstead, Revenue Manager SUBJECT: An Ordinance to amend Chapter 4 of the Code of Ordinances of the City of Fairhope, Alabama to add Licensing of Consumable Hemp Products in the Corporate Limits and Police Jurisdiction of the City of Fairhope. AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: That the City Council adopts an Ordinance for City of Fairhope Consumable Hemp Products. BACKGROUND INFORMATION: WHEREAS, pursuant to Title 11, Chapter 51, Article 2 of the Code of Alabama, 1975, municipalities are granted the authority to license and tax businesses operating within their jurisdiction; and WHEREAS, pursuant to Title 28, Chapter 12 of the Code of Alabama, 1975, consumable hemp products are eligible for sale in the state by retailers licensed by the alcohol beverage board upon approval by the local governing body of the county or municipality in which the licensee’s facility is located; and WHEREAS, the City of Fairhope desires to establish a license fee for consumable hemp products, in accordance with current state law. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) GRANT: LEGAL IMPACT: Page 42 of 799 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 43 of 799 ORDINANCE NO. _____ WHEREAS, pursuant to Title 11, Chapter 51, Article 2 of the Code of Alabama, 1975, municipalities are granted the authority to license and tax businesses operating within their jurisdiction; and WHEREAS, pursuant to Title 28, Chapter 12 of the Code of Alabama, 1975, consumable hemp products are eligible for sale in the state by retailers licensed by the alcohol beverage board upon approval by the local governing body of the county or municipality in which the licensee’s facility is located; and WHEREAS, the City of Fairhope desires to establish a license fee for consumable hemp products, in accordance with current state law; NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAIRHOPE, ALABAMA AS FOLLOWS: SECTION 1. Definitions. Words and phrases used in this article, and not herein specifically defined, and which are specifically defined in Title 28, Code of Alabama 1975, as amended, unless the context plainly shows a different meaning, shall be given the meaning ascribed to them in said Title 28. a. "City" shall mean the City of Fairhope, an Alabama municipal corporation. b. "Person" shall include every individual, partnership, limited liability company, association, limited liability partnership, or other form of organization engaged in any for- profit or not-for-profit activity. c. “Consumable Hemp Product” shall mean and have the same meaning as the term is defined in Section 28-12-2, Code of Alabama 1975 d. “Retailer” shall mean any person or business entity who sells consumable hemp products to individual consumers or to the end-user, whether from a storefront or online, and regardless of location. e. “License” shall mean an annual license issued by the City for the privilege of selling consumable hemp products. SECTION 2. License – Required for each place of business. No person shall engage in business as a retailer of consumable hemp products in the corporate limits of the City or within the police jurisdiction thereof, without first obtaining a license to conduct such business. SECTION 3. Application. The City council shall prescribe the form of application for such license. All persons making application for consumable hemp products shall request the City Council to set down for hearing the application not more than thirty (30) days after the date of the next regular council meeting after receiving such application. Page 44 of 799 Ordinance No. ____ SECTION 4. Operating without a license. SECTION 5. Licenses nontransferable; separate license; display of license. SECTION 6. License fees imposed – in City. • Specialty Retailer of Consumable Hemp Products. There is hereby established an annual license fee for a specialty retailer of consumable hemp products in the amount of one thousand dollars ($1,000.00) as licensed by the alcohol beverage board. • Retail Food Store Consumable Hemp Products. There is hereby established an annual license fee for a retail food store consumable hemp product in the amount of one thousand dollars ($1,000.00) as licensed by the alcohol beverage board. SECTION 7. License fees imposed – in police jurisdiction. SECTION 8. License fees imposed – No reduction, proration or rebate of license fee. SECTION 9. Failure to File or Submitting False Statements. SECTION 10. Payment Deadlines and Penalties. Page 45 of 799 Ordinance No. ____ SECTION 11. Penalties for Violations. SECTION 12. Severability SECTION 13. Effective Date Page 46 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-727 FROM: Lisa Hanks, CITY CLERK Jennifer Olmstead, Revenue Manager SUBJECT: An Ordinance granting a Non-Exclusive Franchise to Fiber Utility Network Inc. d/b/a Alabama Fiber Network, its successors and assigns ("Franchisee") for the purpose of Constructing and Maintaining a Fiber-Optic Infrastructure Network within the Public Rights-of-Way within the City of Fairhope, Alabama. AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: That the City Council adopts an Ordinance granting a Non-Exclusive Franchise to Fiber Utility Network Inc. d/b/a Alabama Fiber Network, its successors and assigns ("Franchisee") for the purpose of Constructing and Maintaining a Fiber-Optic Infrastructure Network within the Public Rights-of-Way within the City of Fairhope, Alabama. BACKGROUND INFORMATION: This agreement has been approved by Consultant Greg Fender. Franchisee’s acceptance of this Agreement shall be in writing in a form approved by the City attorney and shall be accompanied by delivery of a check, approved by the City, in the amount of Four Thousand Dollars ($4,000.00) made payable to the City of Fairhope, Alabama and shall serve to recover expenses incurred by the City in the granting of this Franchise. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) GRANT: Page 47 of 799 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 48 of 799 ORDINANCE NO. AN ORDINANCE GRANTING A NON-EXCLUSIVE FRANCHISE TO FIBER UTlLITY NETWORK INC. D/B/A ALABAMA FIBER NETWORK, ITS SUCCESSORS AND ASSIG S ("FRANCHISEE") FOR THE PURPOSE OF CONSTRUCTING AN D MAINTAINING A FIBER-OPTIC INFRASTRUCTURE NETWORK WITHI THE PUBLIC RIGHTS-OF-WAY WITHIN THE CITY OF FAIRHOPE, ALABAMA WHEREAS, the City of Fairhope , Alabama ( "Municipality" or "C ity") has jurisdiction over the use of public rights-of-way in the City in which it now or here after holds any property interest, including, but not limited to public streets, roadways , hi ghways, bridges , land paths , boulevards, avenues, lanes , all eys , sidewalks, circles , drives , public easements , public utility easements, dedicated utility strips, and rights-of-way dedicated for compatible uses now or hereafter held by City (but excl ud ing C ity parks or recre ation areas)("Public ROW "); and WHEREAS, ("the Franchisee") de s ire s to construct install , maintain , operate, and contro l a fiber optic infrastructure network in Public ROW ("Network") for the purpose of offeri ng communicatio ns services ("Services "), includi ng broadband Internet access serv ice as defined in 47 C.F.R. § 8.1 (b) ("Broadband Internet Services") and Voice over Internet Protocol services , but excluding multichannel video programming services over a cable system that would be s ubject to a cable franchise to residents and bu sinesses in the City ("Customers "); and WHEREAS, the Franchi see has requested a franchi se from the City in order to construct and maintain a fiber-optic infrastructure network w ithin the corporate limits of the City ; and WHEREAS , the City Council wishes to accommodate the Franchi see's request and grant a franchise to allow Franchisee to construct and maintain a fiber-optic infrastructure network in accordance wi th the term s and condition s conta ined here in . NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNClL OF THE CITY OF FAIRHOPE, ALABAMA, AS FOLLOWS: DEFI ED TERMS A . "Broadband Serv ices " means the transmissio n of information using optical fiber including witho ut limitation internet serv ices. B . "C ity" mean s th e City of Fairhope, A labama . C . "Code" means the City of Fairhope , A labama Municipal Code of Ordinances, as may from time to time be amended . D. "Franchi see" means Fiber Ut ili ty Network, Inc . d/b/a/ Alabam a Fiber Network an d its successo rs and ass igns . E. "Governing Body" or "City Council " means the City Council of the City of Fairhope, Alabama. F. "Gross Reven ues" means all lo ca l revenue , in whatever form and from all sources, determ in ed in accordance with generall y accepted accounting principle s that is recei ved or accrued by Fran chisee from Franchisee's provision of Broadband serv ices within the City with a deduction for Franchi see's uncollectible accounts , but without deduction for operati ng expe nses , accruals , or any other expenditure . Page 49 of 799 Ordinance No. Page -2- Notwithstanding the foregoing, Gross Revenu e shall not include any taxes on Broadband services furnished by Franchisee that are imposed by a ny City, state, or other governmental unit and collected by Franchisee for such governmental uni t. G. "Netwo rk Faci liti es " means equipment and fac il ities that may include fiber optic cables , lin es , wires , or strands; co nduits , vaults, access manholes an d handholes ; e lectro ni c equipment; power ge nerators; batteries ; pede sta ls; box es ; cabinets ; vau lts ; a nd other similar facilities H. "Perso n" means any natura l or corporate perso n, bus iness associatio n or other bu siness ent ity includin g, but not lim ited to , a partnership , sole propri etorship , political subdi vi s io n, public or pri vate agency of any kind , utility, successor or assign of any of th e foregoing , or any other legal ent ity. I. "Use Fee " means the fee paid by the Franchisee to the City for locating , maintaining a nd operating Network Facilities in the Ri ghts-of-Way for the provis ion of Bro adb and Services . AGREEMENT In consideratio n of the mutual promi ses made below, the City and Franchisee agree as follows : 1. Permission to Use and Occupy. 1.1 Perm ission to Use and Occupy Publi c ROW. Municipality grants Franchisee permi ss ion to use and occupy the Public ROW (the "License") for the purpose of constructing, installing, repairing, maintaining , operating, and if necessary, removing the Network an d the related Network Facilities (the "Work"). Thi s Agreement and the License do not authorize Franchisee to use any property other than the Publ ic RO W as agreed herei n. Franchisee's use of any other Mun icipal ity prop erty, incl uding pol es and conduits, w ill be, su bj ec t to mutual agreement, governed under a separate writte n agreement regarding that use. 1.2 Subject to State of A la bama a nd Loca l Law. This Agreement a nd the License are subj ect to Municipality 's valid authority under the State of Alabama (at times , herein "State") and loca l laws as th ey exist now or may be ame nded from time -to­ tim e, and subj ect to the co ndition s set forth in this Agreement. 1.3 Subject to Municipality 's Right to Use Publi c ROW. This Agreement and the Li ce nse are subject and s ubordinate to Muni cipa lity 's prior and continuing right to use the Public ROW, including constructing , in stalli ng, operatin g, maintaining, repairing , or removing sewers, water pip es, sto rm drains , gas p ipes , utili ty poles , overh ead and und erg round e lectric lin es an d rel ated fac ilitie s , and other public utility an d municipal uses. 1.4 Subject to Pre-Existing Prop erty Intere sts. Municipality 's grant of the License is subj ect to all valid pre-ex ist ing easements, re stricti o ns , conditi ons , covenant s, encum brances, c laims of title or other prop erty inte res ts that may affect the Publi c ROW. Franchisee w ill obtain at its own cost and expense any permi ss ion or rights as may be necessary to acco mmod ate such pre-existing property interests. 1.5 No Grant of Property Interes t. Th e License doe s not gran t or convey any property interest. Page 50 of 799 Ordinance No. Page -3- 2. 1.6 Non-Exclusive . The rights granted to Franchisee pursuant to this Agreement are non-exclusive . Municipality expressly reserves the right to grant licenses , permits , franchises , privi leges or other rights to any other individual , corporation , partnership , limited liability company, trust , joint stock company, business trust, unincorporated association ,joint venture , governmental authority or other entity of any nature whatsoever ("Pe rson "), as well as the right in its own name as a municipality, to use the Public ROW for sim il ar or different purposes allowed Franchisee under this Agreement. This Agreement does not establish any priority for the use of the Public ROW by Franchisee or by any present or future franchisees or other permit holders. In the event of any dispute as to the priority of use of the Public ROW the first priority shall be to the public generally, the second priority to Municipality in the performance of its various functions, and thereafter, as between Franchisee and other franchisees and permit holders , as determined by Municipality in the exercise of its reasonable powers , including the police power and other powers reserve d to and conferre d on it by the State of A labama co nsistent with the rights granted to Franchisee purs uant to this Agreement. 1.7 Backup Power. Franchisee sha ll not use a permanent or semi-perma nent interna l combustion engine (such as a gaso line or natura l gas-powered electric generator) to provide backup power at any point or points on the Network Facilities without Municipality's prior written approval. Such approval may be granted subject to condit ions , such as relating to testing times (e.g., not in the middle of the night), screening, noise levels, and temperature and safe discharge of hot exhaust gasses . Municipality hereby grants Franchisee approva l to use backup power generating devices , including devices with permanent or sem ipermanent internal combustion engines , at its network hut sites and inside buildings or on land owned by Franchisee subject to the specific conditions provided for in the network hut leases e ntered into between Franchisee and Municipality for the use of land owned by Municipality, and any applicab le building co de requirements. 1.8 Limitation on Use Rights. Nothi ng in this Agreement shall be construed as requiring Franchisee to alter the manner in which Franch isee attaches equipment to the poles, if any poles are allowed by Municipality, or alter the manner in which it operates and ma intains its equipment. Franchisee's Obligations. 2 .1 Ind iv idu al Permits Required . Franchisee will obtain Municipality 's approval of required indiv idu al encroachment, construction, repair and maintenance of the Network Facilities and other necessary permits before placing its Network Facilities in the Public ROW or other property of Municipality as authorized . Franchisee wi ll pay all lawful permit, processing, field marking, engineering, an d inspection fees associated with the issuance of individual permits by Municipality. 2 .2 Franchisee 's So le Cost and Expense . Franchisee will perform the Work at its so le cost and expe nse. 2.3 Compliance with Laws. Franc hi see w ill comply with all applicable federal , state and local laws, regulations and ordinances when performing the Work . Franchisee shall comply in all respects with all app licab le codes. Franchi see will place its Network Facilities in conformance with the req uired permits , plans , and drawings approved by Municipality. Page 51 of 799 Ordinance No. Page -4 - 2.4 Reasonable Care. Franchisee will exercise reasonable care when performing the Work and will use commonly accepted practices and equipment to minimize 1he risks of personal injury, property damage , soil erosion , and pollution of surface or groundwater. 2.5 No Nuisance. Franchisee will maintain its Network Facilities in good and safe condition so that its Network Facilities do not cause a public nuisance . 2.6 No Burden on Public ROW; Minimum Interference. Franchisee shall not erect, in stall , construct, repair, replace or maintain the Network Facilities in such a fashion as to unduly burden the pre sent or future use of the Public ROW. The Network Facilities shall be erected and maintained by Franchisee so as to cause the minimum interference with the use of the Public ROW and with the rights or reasonable convenience of property owners who adjoin any of the Public ROW. Additionally, prior to entering onto private property or right-of-way to construct, operate, or repair its System, Franch isee sha ll take photographs of the location of the area to be disturbed and also give the person residing on or using the property adequate notice that it intends to work on the property, a description of the work it intends to perform , and a name and phone number the person can call to protest or seek modification of the work . Work shall be done in a manner that causes the least interference w ith the rights and reasonable convenience of property owners , residents , and users . A door hanger detailing the aforementioned information and attached to the front door of the premises at least forty-eight ( 48) hours prior to commencement is required . Also , temporary signage li sting the name of the company contracting installation and contact information therefor shall be installed at the entrance to any road that leads to the work area. Such signage must be placed at least forty-eight (48) hours prior to commencement of work and must include print at least 6-inche s in height in order to be easily seen from the road . The location of Network Facilities within , on, over, under, across or through the Public ROW shall , in all cases , be subject to prior Municipality approval through the applicab le permitting process . 2 .7 Limitation on Franchise Rights. Except as may otherwise be agreed upon in writing by Municipality and Franchisee, the rights granted to Franchisee herein do not include the right to (i) excavate in , occupy or use any Municipality park, recreational areas or other Municipality property other than the Public ROW, or (ii) attach or locate any Network Facilities to or on, or otherwise utilize any of, any Municipality-owned property or facilities or structures other than Public ROW, including without limitation light poles, towers, buildings and trees. The use of suc h Municipality-owned property or facilities by Franchisee shall be co nsidered by Municipality on a case-by-case basis and may be subject to payment of additiona l compensation to Municipality. Similarly, the rights granted herein by Municipality to Franchisee do not include the right to s ituate any Network Facilities on poles or other property owned by entities other than Municipality and situated in the Public ROW. It shall be the responsib ili ty of Franchi see to negotiate any pole-attachment agreements or similar agreements with the owners of such poles or facilities , and to pay to such owners any required compensation. 2 .8 Preconstruction Meetings . Franchisee shall attend all reasonably necessary preconstruction meetings as mutually agreed with Municipality. Page 52 of 799 Ordinance No. Page -5- 2.9 Restoration of Property. Franchisee sha ll restore and replace at its so le cost and expense , in a manner reasonably approved by Municipality, any publi c or pri vate prop erty, real o r persona l, or portion of the Publi c ROW, that is di stur bed, damaged or injured by the construction , operation , main tenance or removal of the Netwo rk Facilities to at least as good co ndition as that which existe d prior to the di sturbance if such damage is di rectl y caused by Franchisee 's Work and no other Person (othe r than Franchisee's personnel , employees , age nts, contractors, subcontractors or Affiliates) is responsible for the da mage (e .g., whe re a Pe rson othe r than Franchisee fails to accurate ly or timely locate its und e rgro und facilities as required b y applica bl e law). Franchisee's obligation in thi s sub sec tion sha ll be limited by, and consistent with, any ap pl icab le seasona l or oth er restrictions on construction or restoration work . Franchisee's res to ration work shall start promptly but not more than thirty (30) days from Franchisee bein g notified of the problem in question . Upon the failure of Franchisee to effect s uch repair or restoration, Municipality may charge a pena lty of One Hundred and No/I 00 Dollars ($ I 00 .00) per day for eac h day, suc h fai lure continues or Muni ci pa lity may perform the necessary work, and Franchisee sha ll promptly rei mburse Municipality for Municipality's actual, reaso na ble , and docum ented costs in co nn ection with such repair or restoration plus twenty percent (20 %). 2.10 Emergency Notification. Franchisee sha ll provide Municipality throughout the Term of the Franchise with a twenty-four (24) hour emergency te lephone number at whi ch a re pre sentative of Franchi see (not vo icemail or a recordin g) can be accessed in the event of an Emerg ency. 2.11 Duty to Underground. It is the poli cy of Municipality to have lines an d cables placed und erg round to the greatest extent reaso nably practicable , as determined by the Municipality. In furt herance of this policy, Franchisee agrees that it shall place its co nstructed lines an d cables und ergro und to th e ex tent reasonably practicable , as determ ined by the Muni cipa lity, provided however the Franc hi see's network hut sites may be above ground. 2.12 Di scontinu ance and Removal of the Network Facilities. Upo n the revocation , termin ation, or ex pi ratio n of this Agreement, unless an extension is granted by Municipality in its di sc retion, Franchisee sha ll di sconti nu e the provi sio n of Services and a ll rights of Franchisee to use the Publ ic ROW for the provision of Services shall cease. Fra nchi see , at the directi on of Municipality, shall remove any portion of the Network Facilities and restore such Public ROW and other affected property in accordance with Section 2.9 hereof within the Publ ic ROW. Alternatively, if mutu ally agree d by Franchisee and Municipality, such Network Facilities may be abandon ed in place or transferred to Municip a lity. This Section 2.12 shall not appl y to faci lit ies constructed and owne d by the Franchisee or an Affiliate of Franchisee, where such fac iliti es are used by Franc hi see or s uc h Affiliate to lawfully provide other services. No surety on any right-of-way bond ("ROW Bond ") nor any letter of cred it shall be di scharged un til Municipality has certified to Franchisee in writ ing th at th e Network Facilities has been di smant led, removed, and a ll oth er property re store d, to the satisfaction of Municipality. 2.13 Tree Trimming. Franchisee may trim trees upon a nd overhanging th e Publi c ROW so as to prevent the branches of s uch trees from co ming into contact with the Network Facilities. Franchisee s hall minimize the tri mm ing of trees to trimm ing only tho se trees th at are essentia l to maintain the integrity of the Network Faciliti es . Except in emergencies , (i) all trimming of trees in the Publi c ROW or on Municipal Page 53 of 799 Ordinance No. Page -6- property shall have th e pri or a pproval of Municipality a nd sha ll be done under the direct ion of the Mun icipality's horticulturist , or in the event that office is vacant, the Municipality 's Pub lic Works director, and (ii) all trimming of trees on private prop erty shall require the co nse nt of th e prop erty owner. A ll trimming sha ll be done at the ex pense of Franchisee. Fra nchi see is respons ibl e for the re moval and disposal of any limb s a nd debris from their tree trimming operation . 2.14 Location of Fac iliti es. Franch isee sha ll keep accurate , co mp lete, a nd current maps and records of the Network Facilities an d all Franchi see facilities and, subject to appli cabl e con fidentiali ty provisions , sha ll make availa ble e lectronic copies of such maps and records to Municipality, as set forth below. 2.14.1 Franchisee sha ll furnish "as-built" maps and records to Muni ci pality in e lectronic, ES RI-c ompatib le fo rmat ( or in another mappi ng format mutually agreed to by the Parties). Fran chisee shall provide Municipality co pi es of any new or revised "as-built" or com para bl e dr aw ings as and if they are generated for portions of the Network Facilities located withi n Municipality and wi ll provi de them to Municipality up on reasonable request a nd on a mutually-agreed timetable (e.g., pi ecemeal fo llowi ng the closure of each permit, or all at once after all the Work is comp lete), su bj ect to applica bl e co nfid entia li ty protections . Upon request by Municipality in an emergency, Franchisee, as soon as reasonabl y practica bl e, sha ll in form Municipality of any changes from such maps an d records previously suppli ed and shall mark up any maps provided by Municipality sp as to show the lo catio n of the Network Facilities. 2. 14.2 The "as bu ilt" maps sha ll includ e at a min imum all Network Facilit ies lo cated in a given segme nt, an d facility routings a nd s hall be draw n to sca le . 2.14 .3 Munici pality agrees that Franchi see may provide route maps rather than the as-built maps specifie d above . "Route maps" means "as-bu ilt" maps with only th e following info rm atio n removed: information o n the number of lines , whether the lines are copper or fiber and the nature of any electronics. Concrete pads for pedesta ls and enclosures for equipme nt or pedestals sha ll be shown on Rout e maps. 2.15 Utility Notification Program. Fra nc hi see shall comp ly with app li cable state and lo cal util ity location and notifi cation laws . 2.16 In specti on by Mu nici pality. Network Facilities sha ll be subject to inspection by Muni c ip ali ty to th e exte nt reasonably ·requested by Municipality and reasonably necessary to ass ure compliance by Franchisee w ith the terms of this Agreement. Municipality shall ins pect Netwo rk Fac iliti es at reasonable, mutually agreed upon times and upon reaso na bl e notice to Franchisee; provi ded, however, the inspection sha ll not interru pt or interfere w ith any services pro vided by Fra nchi see. 2.17 Franchise Fee. As cons id eratio n for the use of th e City's Public RO W as set forth in thi s Agreement, the Franchisee sha ll pay the City a Use Fee of five percent (5 %) of its Gross Revenues collected by the Franchisee during each calend ar year of operation under thi s agreement based on unaudited financials. The Franchi see will pay the Use Fee collected from its Customers for the Broadband Services annuall y, wi thin forty -fi ve (45) days of the close of Franchisee's fiscal year, whi ch en ds Dece mb er 3 1. Each Use Fee payment shall be accompanied by a certified report from a representative of the Fra nch isee , which shows the basis for the computation of all recurri ng monthly Broadband Service charges from th e provision of Broadband Services to Perso ns located w ithin the City limits during the Page 54 of 799 Ordinance No. Page -7- Franchisee's fiscal year for wh ich suc h payment is made. In the event that the Use Fee payment is not actually received by th e City on or before th e a pplicable du e date set forth in thi s secti on or is und erpaid, Franchi see shall pay in additi on to the Use Fee payme nt, or sum du e, interest from th e du e d ate at the state legal interest rate of 8% ann ually (Ala bama Co de § 8.8.1 ). If the Franchisee do es not provide Broadb and Services to Custo mer(s) wi thin the muni c ipal boundaries of the City, then th e Franchisee sha ll pay the City annuall y (19 ¢) per linear foot for the use of the City's Publi c ROW o nce th e fib er is lit an d carrying traffic commercially. A ll amounts paid shall be subject to aud it an d recomputation by City and acceptance of any payment shall not be constru ed as an accord that the amount paid is in fact the correct amount. In the event the C ity should co nduct a review of Franchisee's books and records and s uch review indicates a Use Fee underp aym ent of fi ve percent (5%) or more during the ent ire period reviewed, the Franch isee shall ass um e a ll reaso na bl e doc um ente d costs of s uch audit, an d pay same up on demand by the City. All doc um ents pertain in g to financial matters, w hich may be the s ubje ct of an audit by the City, sha ll be reta in ed by the Franchisee for a minimum perio d of six (6) years . For fai lure to provide data, do cum ents, reports or information or to cooperate with Municipality during an a udit as provi ded here in , the penalty shall be Two Hundred Fifty and No/100 Dollars ($250.00) per day for each day, or part thereof, such fai lure occ urs or continues. 3. Municipality 's Obligations. 3 .1 Emergency Removal or Relocation by Municipality. In the eve nt of a public emergency that creates an imminent threat to the health, safety, or property of Municip ality or its residents , Municipality may remove or relocate the app lica bl e portion s of the Network Facilities without prior notice to Franchisee . Municipality will , however, make best efforts to provid e prior notice to Franchisee before maki ng an emergency remova l or relocation. In any event, Municipality wi ll promptly provi de to Franchisee a wri tten description of any emergency removals or relocatio ns of Franchisee's Network Facilities . Franchisee will reimburse Municipality for its actual, reasonable, and documented costs or ex pen ses incurre d for any such work performed by Municipality, the direct ca use of which was Franchisee 's co nstruction , installation , operation, maintenance, re pair, or removal of its Network Facilities. 3.2 Relocatio n to Accom modate Governmental Purpo ses. If Franchisee 's then-existing Netwo rk Faci lities wo uld interfere w ith Municipality's plann ed use of the Public ROW or other Muni ci pality property for a legitimate no ncommercial governmen ta l purp ose, suc h as the construction, insta ll ation, repair, maintenance, or operation of a new water, sewer, or storm drain lin e, or a publi c road , curb, gutter, sidewa lk , park , or recreational facility, or in the event the affected Public ROW is lawfu lly vacated , elimi nated, discontinued, or closed by the Municipality, Franchisee w ill , up on written noti ce from Mun ici pality, relocate its Network Facilities at Franchisee 's own expe nse to suc h other locatio n or locat ions in the Publi c ROW as may be mutually agree d by the parties, taki ng into account the needs of th e Municip ality's governm ental purpose and Franchisee 's interest in maintaining the integrity and sta bil ity of its Network . Franchisee will relocate its Network Facilities wi thin a co mmerci a ll y reasonable period of time agreed to by th e parties , taki ng into account the urgency of the need for relocation , the di fficu lty of the relocation , and other relevant facts an d circumstances, exce pt that Municipality may not require Franchisee to relocate or remove its Network Facilities with less than ninety (90) days ' notice . Upon the fa ilure of Franchisee to relocate any Network Facilities Page 55 of 799 Ordinance No. Page -8- within a reasonable period of time in accordance with this subsect ion , Municipality may effect such relocation, and Franchisee shall promptly reimburse Municipality for all actual , reasonable, and documented costs and expenses incurred by Municipality in connection with such relocation . 3.3 Relocation to Accommodate on-Governmental Purp oses. If Franchisee 's then­ existing Network Facilities wo uld interfere with (a) Municipality's planned use of the Public ROW for a non-governmental (e.g ., commercial) purpose , or (b) a third­ party 's use of the Publi c ROW, Fra nchisee will not be required to relocate its Network Facilities . 3.4 Non-Discrimination. Any agreeme nts between Municipality a nd Franchisee that pro vide Franchisee access to publi c infrastructure, poles , co nduits , assets , and Publi c ROW will be available to other network operators that offer broadband In ternet access services, on rates , terms , and conditions that are as favorable as those Municipality provides Franchisee for the same access . 4. Contractors and Subcontractors. 4.1 Use of Contractors and Subcontractors . Franchisee may retain contractors and sub contractors to perform the Work on Franchisee's behalf. 4.2 Contractors to be Licensed . Fran chi see 's contractors and subcontracto rs used for the Work wi ll be properly licen sed under applicable law, regulat ions and ordinances . 4.3 Authorized Individuals . Franc hi see's co ntractors and subcontractors may submit ind ivid ual perm it applications to Municipality on Franchisee 's behalf, so long as the permit applications are signed by individuals th at Franchisee has authorized to act on its behalf yia a letter of authori zation provided to Municipality in the fo rm attached as Ex hibit A ("Authorized Indivi duals "). Municipa lity will accept for review permit applications und er this Agreement submitted and s igned by Authorized Individu a ls, an d w ill treat th ose a pplicat ion s as if they had been submitted by Franchisee under this Agreement. 5. Defense and Ind emnity. 5 .1 Indemnification. Franchisee shall indemnify, defend , and hold harmless Muni cipality, and governmenta l s ubdi visions thereof, and its respective City Council members , officers, boards , commissions , attorneys , agents , and employees (hereinafter referred to as "ln demnitees"), from an d aga inst any and a ll liability, obligation, damages , penalties , claims, costs, charges , losses an d expenses (including, wi thout limitation, reasonable fees and ex penses of attorneys) arisi ng from a ny third-party c la im of perso nal injury or property damage that may be imposed upo n, incurred by or be asserted agai nst the Indernn itees by reason of any neg li gent act or omi ssion of Franchi see , its personnel , employees , age nts, contractors, su bco ntractors or affiliates , whic h may arise out of(i) the construction, installation , operation , maintenance or condition of the Network Facilities , or (ii) the Franchisee's failure to comp ly with any applicable Federal , State or local statute, ordinance or regulation ("Third Party Legal Proceedin g"). Franchisee's indemnification obligation shall not extend to li ability to the extent caused by the negligence or willful misconduct by any lndemnitee or any other third party (to the exte nt such third parties are not Franchisee perso nnel , employees, agents , contractors , subcontractors or affi li ate s as described above in this Section 5 .1). Page 56 of 799 Ordinance No. Page -9- 5 .2 Assumption of Ri sk . Franchisee und ertak es and ass ume s fo r its officers , agents, contractors a nd subcontractors and e mplo yees, all risk of dangero us conditions, if any, on or abo ut any Municipality-owned or controlled property, including Public ROWs. 5.3 Defense of indemnitees. In the event any Third Party Legal Proc ee ding shall be brou ght agai nst the lnd ernnitees upon wri tten notice fro m Municipality in acco rd ance wi th Section 5.4 hereof, Franchisee shall , at Franchisee's sole cost an d expense , ass um e sole control of th e indemnified portion of the Third Party Lega l Proceedin g, subject to the following: (i) Municipality may appoint its own non­ contro lling co un sel , at its own ex pense; and (ii) any settleme nt requiri ng Municipality to admit li ability, pay mon ey, or tak e (or refrain from taking) any actio n, will require Municipality's prior written consent, not to be unreasonably withheld, conditioned , or delayed . 5.4 Notice, Coo perati on and Ex pen ses. Municipality must give Franchisee written notice of any Third-P arty Legal Pro cee din g not later than twe nty (20) days afte r Municip ali ty becomes aware of the Third-P arty Legal Proceedin g. Municipality shall re aso nab ly cooperate wi th Franchisee in the defense of the Third-Party Legal Proceeding and nothin g herein shall be constru ed to prevent Municipality fro m appointing its own noncontro lling counsel at Municipality 's so le cost and expe nse. 6. ROW Bond. Within thirty (30) days of th e Effective Date, Franchisee sha ll provide Municipality w ith , and s hall mai ntain, a ROW Bond fro m a s urety com pany in th e amount of One Hundred Thou sand Doll ars ($100,00 0) and in a form reas ona bly accep tabl e to Municipality, as security for the faithful performance by Franchisee of the provisions of this Agree men t. 6.1 The rights provided Municipality by thi s Section and its bond are in addition to all other rights of Municipa lity w heth er reserved by thi s Agreement or au thorized by law, a nd no action , pro cee d ing or exerc ise of a right with respect to suc h bond or guarantee shall affect any other ri ghts Municipality may have, except that Muni cipali ty shall not be entitled to multipl e remedi es for the same vio lation . 7. Insurance. 7 .1 Franchisee wi ll carry and maintain : 7 .1.1 Comme rcial Ge neral Liability (CGL) insurance, w ith policy limits not less th an $2 ,000 ,000 in aggregate and $2 ,000 ,000 for each occurrence covering bo d ily injury and property da mage w ith the following feature s: (a) CG L prim ary insura nce endorsement; and (b) CGL policy w ill include an e ndorsement wh ich names Municipality, its emp loyees, an d officers as addition al insureds. 7.1.2 Workers' Compensation in s ura nce w ith policy limits not less than the Municipality 's requirements. 7.2 All insurance certificates, e ndorseme nts , coverage verifi catio ns and other items required pursuant to thi s Agreement will be provid ed to the City Clerk wi th Franchi see's acceptance of thi s Franchi se . Franchi see shall annually provide Municipality w ith a certificate of in surance ev idenc ing such coverage. Failure to obtain and maintain any insurance policy required by thi s Section shall be deemed a material breach of this Agreement and sha ll be gro und s for term ination of thi s Agree ment and the Franchise. Page 57 of 799 Ordinance No. Page -10- 7.3 7.4 Contractors. Franchisee's co ntractors and su bcontractors worki ng in the Public ROW shall carry in full force and effect commercial general liability, a utomobil e li ability and workers ' compe nsation and employer's li abili ty insurance commensurate with the scope of their work. In the a lternative, Franchisee , at its expense, may provide such coverages for any or a ll its contractors or subcontractors (such as by addin g them to Franchisee policies). Fra nch isee's contractors and subcontractors shall provide Municipality with certificates of insurance evidencing such coverage when ap pl ying for permits to work in the Pub lic RO W. Insurance Primary. Franchisee's insurance coverage sha ll be primary in surance with respect to Municipality, its officers, agents , e mpl oyees, elected and appointed officia ls, departments, boards, an d comm issio ns (collectively "them"), but only for actions of Fra nchi see and fo r whom Franchisee is respo nsib le. Any ins urance or self-insurance ma intaine d by any of them shall be in excess of Franchisee's insurance and shall not contri bute to it (where "insurance or se lf-insurance maintained by any of them" includes any contract or agreement providing any type of indemnification or defense obligation provided to, or for the be nefi t of them, from any source, and inc lud es any self-insurance pro gram or po li cy, or se lf-insure d retention or deductible by, for or on behalf of them). 8. Te rm. This Agreeme nt is effective on th e later of (a) the date th e last party to s ign executes this Agreement and (b) the date on whi ch any implementing ordin ance becomes effective in accordance with its terms and State law ("E ffective Date"). This Agreement will ex pire automaticall y on th e tenth (10th) ann iversary of the Effective D ate ("Original Term "), unless earl ier terminated in accordance with th e pro visio ns herein. 9. Termination. 9 .1 Termination by Municipality. Municipality may terminate thi s Agreement if Franchisee is in material breach of the Agreement, provided that Municipality must first provide Fra nchisee writte n notice of the breach and not less than ninety (90) days to cure, unless th e cure cannot be reasonably accom pli she d in that time period, in w hich case the Municipality may in its di scretion grant Franchisee additiona l time upon the request of Franc hi see , provided that Franchisee mu st commence its efforts to cure within that time period an d the c ure period will co ntinue as long as such diligent efforts co ntinu e, pro vi ded further if such period is anticipated to , or does , extend more than ninety (90) days, it sha ll be in the sole discretion of the Municipality w hether to grant such cure extension beyond ninety (90) days . No termination un der this subsecti on wi ll be effect ive until the relevant cure period has expired. 9.2 Termination by Franchisee. Franchi see may terminate this Agreement for conveni ence upon ninety (90) days' written notice to Municipality. Franchisee may not a bandon its Network or any portion thereof without com pen sati ng City fo r damages resulti ng from the aba nd onment, including all costs incident to remova l of the Fi ber Optic Infrastructure Network. 10. Assignment. Except as set forth below, neither party may ass ig n or transfer its rights or obligations under th is Agreement, in who le or part, to a th ird party, with o ut the written consent of the other party. Any agreed upon assignee w ill take the place of the assigning party, a nd the assigni ng party will be re leased from all of its rights and obligations upo n such assignment. Page 58 of 799 Ordinance No. Page -11-I 0.1 Following any assignment of this Agreement to an Affiliate, Franchisee will remain responsible for such Affiliate's performance under the terms of this Agreement. For purposes of this Section, (a) "Affiliate" means any Person that now or in the future, directly or indirectly controls, is controlled with or by, or is under common control with Franchisee; and (b) "control" means, with respect to: (i) a U.S. corporation, the ownership, directly or indirectly, of fifty percent (50%) or more of the voting power to elect directors thereof, or (ii) a non-U.S. corporation, if the voting power to elect directors thereof is less than fifty percent (50%), the maximum amount allowed by applicable law; and (iii) any other Person, fifty percent (50%) or more ownership interest in said Person, or the power to direct the management of such Person. 11.Notice. Every notice or response required by this Agreement to be served upon the Cityor the Franchisee shall be in writing and shall be deemed to have been duly given to therequired party three (3) business days after having been posted in a properly sealed andcorrectly addressed envelope when hand delivered or sent by certified or registered mail,postage prepaid as follows:The notices or responses to the City shall be addressed as follows:City of Fairhope, Alabama ATTN: MAYOR 161 North Section Street City of Fairhope, Alabama 36532 The notices or responses to the Franchisee shall be addressed as follows: Fiber Utility Network, Inc. d/b/a Alabama Fiber Network 103 Jesse Samuel Hunt Blvd. Suite 203 Prattville, Alabama 36066 Attn: President The City and the Franchisee may designate such other address or addresses from time to time by giving written notice to the other party as set forth in this section. 12.General Provisions12.1 Franchise Records. Franchisee shall prepare and maintain any records or reportsthat are required of it by federal, State, or local law. Municipality shall have the right to obtain, in the format kept by Franchisee in the ordinary course of business, copies of such records and reports as appropriate and reasonably necessary to determine whether Franchisee is in compliance with this Agreement. Franchisee reserves the right to object to any request made under this Section as unnecessary, unreasonable, or inappropriate under the circumstances and to seek appropriate confidentiality protections for any information to be produced to Municipality. 12.2 Entire Franchise. This Agreement, including the Exhibits attached hereto, contains the entire agreement between the parties and all prior franchises, negotiations and agreements relating to the Network Facilities or provision of Broadband Services are merged herein and hereby superseded. Page 59 of 799 Ordinance No. Page -12- 12 .3 Conferences. As may be mutually agreed upon between the parties from time to time, the parties hereby agree to meet at reasonable times on reasonable notice to discuss any aspect of this Agreement, the provision of Broadband Services or the Network Facilities during the Term hereof. 12.4 Governing Law. This Agreement shall be deemed to have been made and shall be construed and interpreted in accordance with the law of the State of Alabama. Each party to this Agreement hereby irrevocably agrees that any legal action or proceeding arising out of or related to this Agreement or any of the agreements or transactions contemplated hereby shall be brought to the Circuit Court of Baldwin County, Alabama and hereby expressly submits to the personal jurisdiction and venue of such courts for the purposes thereof and expressly waives any claim of improper venue and any claim that such courts are an inconvenient forum. 12.5 Waiver of Compliance. No failure by either party to insist upon the strict performance of any covenant, agreement, term or condition of this Agreement, or to exercise any right, term or remedy consequent upon a breach thereof shall constitute a waiver of any such breach or such covenant, agreement, term or condition. No waiver of any breach shall affect or alter this Agreement, but each and every covenant, agreement, term , or condition of this Agreement shall continue in full force and effect with respect to any other then existing or subsequent breach thereof. Municipality may waive any obligation of Franchisee under this Agreement, in whole or in part, at any time, but such waiver must be in writing, and signed by the Municipality 's Mayor or designee. 12 .6 Independent Contractor Relationship. The relationship of Franchisee to Municipality is and shall continue to be an independent contractual relationship , and no liability or benefits, such as worker's compensation , pension rights or liabilities, insurance rights or liabilities or other provisions or liabilities, arising out of or related to a contract for hire or employer/employee relationship, shall arise or accrue to either party or either party's agents or employees as a result of the performance of this Agreement, unless expressly stated in this Agreement. 12 .7 Severability. If any section , paragraph, or provision of this Agreement shall be held to be invalid or unenforceable for any reason , the invalidity or unenforceability of such section , paragraph , or provision shall not affect any of the remaining provisions of this Agreement. 12 .8 Captions . All captions are for convenience of use and have no substantive effect. 12.9 Franchise Accepted. Franchisee further acknowledges by execution and delivery of this Agreement that it has carefully read the terms and conditions of this Agreement and the Ordinance and accepts the obligations imposed hereby and thereby regardless of whether such obligations are contained in this Agreement or the Ordinance, or both . 12.10 Binding Agreement. Subject to Section 2.3, the parties agree that this Agreement complies with State and Federal law as of the Effective Date and agree to be bound by the provisions hereof during the full term hereof, except that the parties also agree to recognize and be bound by any change in any State or Federal law, even if such law materially affects the terms of this Agreement. Page 60 of 799 Ordinance No. Page -13- 12.11 Other Covenants. Franchisee for itself and its Affiliates covenants that Franchisee and its Affiliates shall not bring or support, directly or indirectly, any suit, claim, or proceeding (judicial or administrative) challenging any term of this Agreement or contending that Municipality or Franchisee did not have the authority to impose or agree to such terms. 12.12 Reserved Rights. Municipality reserves all rights and powers under (i) its police powers and (ii) powers conferred by Federal, State, or local law of which Municipality may not legally and contractually divest itself. In particular, Municipality reserves the right to alter, amend or repeal its municipal code as it determines shall be conducive to the health, safety and welfare of the public, or otherwise in the public interest; provided that any such alteration, amendment or repeal shall be applicable to all similarly situated franchisees of the Municipality, in such a manner and to such an extent so as not to place Franchisee at a material competitive disadvantage. In the event the municipal code or other applicable local law is amended in a manner that would materially alter Franchisee's rights and obligations under this Agreement, the Municipality will provide Franchisee with reasonable advance notice of such pending amendment and, upon written request of Franchisee, negotiate in good faith to modify this Agreement to ameliorate any adverse effects such amended municipal code provisions would have on Franchisee's performance under this Agreement. Municipality agrees that by accepting this Agreement, Franchisee has not waived its right to object to the application to it of actions by Municipality pursuant to its reserved rights or police powers. 12.13 City Representative. The Mayor or designee as provided in writing by the Mayor to the Franchisee (the "City Representative"), shall be Municipality's representative for all purposes of this Agreement. Except where City Council action is required by this Agreement or by law, all decisions, judgments, approvals, requests, notices or other actions of Municipality required or permitted under this Agreement shall be made, obtained, issued or delivered or otherwise effected on behalf of Municipality by the Mayor, or designee. 12.14 Authority. Franchisee represents, covenants and warrants to Municipality as of the Effective Date that: (a) Franchisee is duly constituted, in good standing and qualified to do business in the State of Alabama, (b) Franchisee will file when due all forms, reports, fees and other documents necessary to comply with applicable laws, and (c) the signatories signing on behalf of Franchisee have the requisite authority to bind Franchisee pursuant to Franchisee's organizational documents. 12.15 Publication. This Franchise shall be published in accordance with applicable local and state law and Grantee, shall pay the reasonable cost of any required publication of this Franchise. 12.16 Acceptance. Franchisee's acceptance of this Agreement shall be in writing in a form approved by the City attorney and shall be accompanied by delivery of a check, approved by the City, in the amount of Four Thousand Dollars ($4,000.00) made payable to the City of Fairhope, Alabama and shall serve to recover expenses incurred by the City in the granting of this Franchise. SIGNATURE PAGE TO FOLLOW ADOPTED AND APPROVED TH IS 23RD DAY OF MARCH , 2026 Page 61 of 799 Ordinance No . Page -14- CITY OF FAIRHOPE, ALABAMA BY: James Reid Conyer, Jr. Title: Council President ATTEST: Lisa A. Hanks, MMC City Clerk FIBER UTILITY ETWORK, INC. BY: ~(.,..I0,202ll11 :lll:22AST} Terry Metze Title: Chief Executive Officer Page 62 of 799 EXHIBIT A FORM OF LETTER OF AUTHORIZATION Alabama Fiber Network . 382 Leavell Circle Suite C Montgomery, Alabama 36117 City of Fairhope Attn : Mayor P .O. Drawer 429 City of Fairhope , AL 36533 Dear Mayor Sullivan: In accordance with Section 4 .3 of the Broadband Services Franchise Agreement dated between City of Fairhope, Alabama and Alabama Fiber Network, hereby designates the following Authorized Individuals (as that term is defined in the Agreement), who may submit and sign permit applications on behalf of the Franchisee . l . Mike Wise, VP Operations & Construction 2 . Tina Stewart, Sr. Director of Project Management 3. Sheryl Kilgore , CFO 4. Terry Metze , CEO This authorization may be withdrawn or amended and superseded by a written amendment to this Letter of Authorization , which will be effective 24 hours after receipt by the Municipality. Kind regards , ~(1-.010 20al15.l22.UI) Terry Metze., CEO Alabama Fiber Network Page 63 of 799 Fairhope AL -Alabama Fiber Network Draft Document 2-3-26 Final Audit Report Created : By : Status : Transaction ID: 2026-02-20 Tina Stewart (tstewart@alabamafibemetwork .com) Signed CBJCHBCAABAAgpc1 Fz2xcPK8fXxv1 _CpWYh1 uUo8iiWM 2026-02-20 "Fairhope AL -Alabama Fiber Network Draft Document 2-3-26" History 'Ell Document created by Tina Stewart (tstewart@alabamafibernetwork.com) 2026-02-20 -3:38 :36 PM GMT E?.,J Document emailed to Terry Metze (tmetze@alabamafibernetwork.com) for signature 2026-02 -20 -3:38:41 PM GMT 'Ell Email viewed by Terry Metze (tmetze@alabamafibernetwork.com) 2026-02 -20 -3:52 :26 PM GMT ~ Document e-signed by Terry Metze (tmetze@alabamafibernetwork.com) Signature Date : 2026-02-20 -3:53 :22 PM GMT -Time Source : server 9 1 Agreement completed . 2026-02-20 -3:53 :22 PM GMT Fiber Adobe Alabama I ~ by Network Acrobat Sign Page 64 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-728 FROM: Lisa Hanks, CITY CLERK Jennifer Olmstead, Revenue Manager SUBJECT: An Ordinance granting a Non-Exclusive Franchise to Highstream Fiber Inc., its successors and assigns ("Franchisee") for the purpose of Constructing and Maintaining a Fiber-Optic Infrastructure Network within the Public Rights-of-Way within the City of Fairhope, Alabama. AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: That the City Council adopts an Ordinance granting a Non-Exclusive Franchise to Highstream Fiber Inc., its successors and assigns ("Franchisee") for the purpose of Constructing and Maintaining a Fiber-Optic Infrastructure Network within the Public Rights-of-Way within the City of Fairhope, Alabama. BACKGROUND INFORMATION: This agreement has been approved by Consultant Greg Fender. Franchisee’s acceptance of this Agreement shall be in writing in a form approved by the City attorney and shall be accompanied by delivery of a check, approved by the City, in the amount of Two Thousand Dollars ($2,000.00) made payable to the City of Fairhope, Alabama and shall serve to recover expenses incurred by the City in the granting of this Franchise. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) GRANT: LEGAL IMPACT: Page 65 of 799 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 66 of 799 Page 1 of 16 ORDINANCE NO. _____ AN ORDINANCE GRANTING A NON-EXCLUSIVE FRANCHISE TO HIGHSTREAM FIBER INC., ITS SUCCESSORS AND ASSIGNS (“FRANCHISEE”) FOR THEPURPOSE OF CONSTRUCTING AND MAINTAINING A FIBER-OPTIC INFRASTRUCTURE NETWORK WITHIN THE PUBLIC RIGHTS-OF-WAY WITHIN THE CITY OF FAIRHOPE, ALABAMA WHEREAS, the City of Fairhope, Alabama ( “Municipality” or “City”) has jurisdiction over the use of public rights-of-way in the City in which it now or hereafter holds any property interest, including, but not limited to public streets, roadways, highways, bridges, land paths, boulevards, avenues, lanes, alleys, sidewalks, circles, drives, public easements, public utility easements, dedicated utility strips, and rights-of-way dedicated for compatible uses now or hereafter held by City (but excluding City parks or recreation areas)(“Public ROW”); and WHEREAS, (“the Franchisee”) desires to construct install, maintain, operate, and control a fiber optic infrastructure network in Public ROW (“Network”) for the purpose of offering communications services (“Services”), including broadband Internet access service as defined in 47 C.F.R. § 8.1(b) (“Broadband Internet Services”) and Voice over Internet Protocol services, but excluding multichannel video programming services over a cable system that would be subject to a cable franchise to residents and businesses in the City (“Customers”); and WHEREAS, the Franchisee has requested a franchise from the City in order to construct and maintain a fiber-optic infrastructure network within the corporate limits of the City; and WHEREAS, the City Council wishes to accommodate the Franchisee’s request and grant a franchise to allow Franchisee to construct and maintain a fiber-optic infrastructure network in accordance with the terms and conditions contained herein. NOW, THEREFORE, BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF FAIRHOPE, ALABAMA, AS FOLLOWS: DEFINED TERMS A. “Broadband Services” means the transmission of information using optical fiber including without limitation internet services. B. “City” means the City of Fairhope, Alabama. C. “Code” means the City of Fairhope, Alabama Municipal Code of Ordinances, as may from time to time be amended. D. “Franchisee” means HighStream Fiber, Inc. and its successors and assigns. E. “Governing Body” or “City Council” means the City Council of the City of Fairhope, Alabama. Page 67 of 799 Page 2 of 16 F. “Gross Revenues” means all local revenue, in whatever form and from all sources, determined in accordance with generally accepted accounting principles that is received or accrued by Franchisee from Franchisee’s provision of Broadband services within the City with a deduction for Franchisee’s uncollectible accounts, but without deduction for operating expenses, accruals, or any other expenditure. Notwithstanding the foregoing, Gross Revenue shall not include any taxes on Broadband services furnished by Franchisee that are imposed by any City, state, or other governmental unit and collected by Franchisee for such governmental unit. G. “Network Facilities” means equipment and facilities that may include fiber optic cables, lines, wires, or strands; conduits, vaults, access manholes and handholes; electronic equipment; power generators; batteries; pedestals; boxes; cabinets; vaults; and other similar facilities. H. “Person” means any natural or corporate person, business association or other business entity including, but not limited to, a partnership, sole proprietorship, political subdivision, public or private agency of any kind, utility, successor or assign of any of the foregoing, or any other legal entity. I. “Use Fee” means the fee paid by the Franchisee to the City for locating, maintaining and operating Network Facilities in the Rights-of-Way for the provision of Broadband Services. AGREEMENT In consideration of the mutual promises made below, the City and Franchisee agree as follows: 1. Permission to Use and Occupy. 1.1 Permission to Use and Occupy Public ROW. Municipality grants Franchisee permission to use and occupy the Public ROW (the “License”) for the purpose of constructing, installing, repairing, maintaining, operating, and if necessary, removing the Network and the related Network Facilities (the “Work”). This Agreement and the License do not authorize Franchisee to use any property other than the Public ROW as agreed herein. Franchisee’s use of any other Municipality property, including poles and conduits, will be, subject to mutual agreement, governed under a separate written agreement regarding that use. 1.2 Subject to State of Alabama and Local Law. This Agreement and the License are subject to Municipality’s valid authority under the State of Alabama (at times, herein “State”) and local laws as they exist now or may be amended from time-to-time, and subject to the conditions set forth in this Agreement. 1.3 Subject to Municipality’s Right to Use Public ROW. This Agreement and the License are subject and subordinate to Municipality’s prior and continuing right to use the Public ROW, including constructing, installing, operating, maintaining, repairing, or removing sewers, water pipes, storm drains, gas pipes, utility poles, overhead and underground electric lines and related facilities, and other public utility and municipal uses. Page 68 of 799 Page 3 of 16 1.4 Subject to Pre-Existing Property Interests. Municipality’s grant of the License is subject to all valid pre-existing easements, restrictions, conditions, covenants, encumbrances, claims of title or other property interests that may affect the Public ROW. Franchisee will obtain at its own cost and expense any permission or rights as may be necessary to accommodate such pre-existing property interests. 1.5 No Grant of Property Interest. The License does not grant or convey any property interest. 1.6 Non-Exclusive. The rights granted to Franchisee pursuant to this Agreement are non-exclusive. Municipality expressly reserves the right to grant licenses, permits, franchises, privileges or other rights to any other individual, corporation, partnership, limited liability company, trust, joint stock company, business trust, unincorporated association, joint venture, governmental authority or other entity of any nature whatsoever (“Person”), as well as the right in its own name as a municipality, to use the Public ROW for similar or different purposes allowed Franchisee under this Agreement. This Agreement does not establish any priority for the use of the Public ROW by Franchisee or by any present or future franchisees or other permit holders. In the event of any dispute as to the priority of use of the Public ROW the first priority shall be to the public generally, the second priority to Municipality in the performance of its various functions, and thereafter, as between Franchisee and other franchisees and permit holders, as determined by Municipality in the exercise of its reasonable powers, including the police power and other powers reserved to and conferred on it by the State of Alabama consistent with the rights granted to Franchisee pursuant to this Agreement. 1.7 Backup Power. Franchisee shall not use a permanent or semi- permanent internal combustion engine (such as a gasoline or natural gas-powered electric generator) to provide backup power at any point or points on the Network Facilities without Municipality's prior written approval. Such approval may be granted subject to conditions, such as relating to testing times (e.g., not in the middle of the night), screening, noise levels, and temperature and safe discharge of hot exhaust gasses. Municipality hereby grants Franchisee approval to use backup power generating devices, including devices with permanent or semipermanent internal combustion engines, at its network hut sites and inside buildings or on land owned by Franchisee subject to the specific conditions provided for in the network hut leases entered into between Franchisee and Municipality for the use of land owned by Municipality, and any applicable building code requirements. 1.8 Limitation on Use Rights. Nothing in this Agreement shall be construed as requiring Franchisee to alter the manner in which Franchisee attaches equipment to the poles, if any poles are allowed by Municipality, or alter the manner in which it operates and maintains its equipment. 2. Franchisee’s Obligations. 2.1 Individual Permits Required. Franchisee will obtain Municipality’s approval of required individual encroachment, construction, repair and maintenance of the Network Facilities and other necessary Page 69 of 799 Page 4 of 16 permits before placing its Network Facilities in the Public ROW or other property of Municipality as authorized. Franchisee will pay all lawful permit, processing, field marking, engineering, and inspection fees associated with the issuance of individual permits by Municipality. 2.2 Franchisee’s Sole Cost and Expense. Franchisee will perform the Work at its sole cost and expense. 2.3 Compliance with Laws. Franchisee will comply with all applicable federal, state and local laws, regulations and ordinances when performing the Work. Franchisee shall comply in all respects with all applicable codes. Franchisee will place its Network Facilities in conformance with the required permits, plans, and drawings approved by Municipality. 2.4 Reasonable Care. Franchisee will exercise reasonable care when performing the Work and will use commonly accepted practices and equipment to minimize the risks of personal injury, property damage, soil erosion, and pollution of surface or groundwater. 2.5 No Nuisance. Franchisee will maintain its Network Facilities in good and safe condition so that its Network Facilities do not cause a public nuisance. 2.6 No Burden on Public ROW; Minimum Interference. Franchisee shall not erect, install, construct, repair, replace or maintain the Network Facilities in such a fashion as to unduly burden the present or future use of the Public ROW. The Network Facilities shall be erected and maintained by Franchisee so as to cause the minimum interference with the use of the Public ROW and with the rights or reasonable convenience of property owners who adjoin any of the Public ROW. The location of Network Facilities within, on, over, under, across or through the Public ROW shall, in all cases, be subject to prior Municipality approval through the applicable permitting process. 2.7 Limitation on Franchise Rights. Except as may otherwise be agreed upon in writing by Municipality and Franchisee, the rights granted to Franchisee herein do not include the right to (i) excavate in, occupy or use any Municipality park, recreational areas or other Municipality property other than the Public ROW, or (ii) attach or locate any Network Facilities to or on, or otherwise utilize any of, any Municipality-owned property or facilities or structures other than Public ROW, including without limitation light poles, towers, buildings and trees. The use of such Municipality-owned property or facilities by Franchisee shall be considered by Municipality on a case- by-case basis and may be subject to payment of additional compensation to Municipality. Similarly, the rights granted herein by Municipality to Franchisee do not include the right to situate any Network Facilities on poles or other property owned by entities other than Municipality and situated in the Public ROW. It shall be the responsibility of Franchisee to negotiate any pole-attachment agreements or similar agreements with the owners of such poles or facilities, and to pay to such owners any required compensation. Page 70 of 799 Page 5 of 16 2.8 Preconstruction Meetings. Franchisee shall attend all reasonably necessary preconstruction meetings as mutually agreed with Municipality. 2.9 Restoration of Property. Franchisee shall restore and replace at its sole cost and expense, in a manner reasonably approved by Municipality, any public or private property, real or personal, or portion of the Public ROW, that is disturbed, damaged or injured by the construction, operation, maintenance or removal of the Network Facilities to at least as good condition as that which existed prior to the disturbance if such damage is directly caused by Franchisee’s Work and no other Person (other than Franchisee’s personnel, employees, agents, contractors, subcontractors or Affiliates) is responsible for the damage (e.g., where a Person other than Franchisee fails to accurately or timely locate its underground facilities as required by applicable law). Franchisee's obligation in this subsection shall be limited by, and consistent with, any applicable seasonal or other restrictions on construction or restoration work. Franchisee's restoration work shall start promptly but not more than sixty (60) days from Franchisee being notified of the problem in question. Upon the failure of Franchisee to effect such repair or restoration, Municipality may effect the same, and Franchisee shall promptly reimburse Municipality for Municipality's actual, reasonable, and documented costs in connection with such repair or restoration. 2.10 Emergency Notification. Franchisee shall provide Municipality throughout the Term of the Franchise with a twenty-four (24) hour emergency telephone number at which a representative of Franchisee (not voicemail or a recording) can be accessed in the event of an Emergency. 2.11 Duty to Underground. It is the policy of Municipality to have lines and cables placed underground to the greatest extent reasonably practicable, as determined by the Municipality. In furtherance of this policy, Franchisee agrees that it shall place its constructed lines and cables underground to the extent reasonably practicable, as determined by the Municipality, provided however the Franchisee’s network hut sites may be above ground. 2.12 Discontinuance and Removal of the Network Facilities. Upon the revocation, termination, or expiration of this Agreement, unless an extension is granted by Municipality in its discretion, Franchisee shall discontinue the provision of Services and all rights of Franchisee to use the Public ROW for the provision of Services shall cease. Franchisee, at the direction of Municipality, shall remove any portion of the Network Facilities and restore such Public ROW and other affected property in accordance with Section 2.9 hereof within the Public ROW. Alternatively, if mutually agreed by Franchisee and Municipality, such Network Facilities may be abandoned in place or transferred to Municipality. This Section 2.12 shall not apply to facilities constructed and owned by the Franchisee or an Affiliate of Franchisee, where such facilities are used by Franchisee or such Affiliate to lawfully provide other services. Page 71 of 799 Page 6 of 16 No surety on any right-of-way bond (“ROW Bond”) nor any letter of credit shall be discharged until Municipality has certified to Franchisee in writing that the Network Facilities has been dismantled, removed, and all other property restored, to the satisfaction of Municipality. 2.13 Tree Trimming. Franchisee may trim trees upon and overhanging the Public ROW so as to prevent the branches of such trees from coming into contact with the Network Facilities. Franchisee shall minimize the trimming of trees to trimming only those trees that are essential to maintain the integrity of the Network Facilities. Except in emergencies, (i) all trimming of trees in the Public ROW or on Municipal property shall have the prior approval of Municipality and shall be done under the direction of the Municipality's horticulturist, or in the event that office is vacant, the Municipality’s Public Works director, and (ii) all trimming of trees on private property shall require the consent of the property owner, and it is Franchisee’s responsibility to ensure such consent is valid and from the private property owner(s) of record. All trimming shall be done at the expense of Franchisee. 2.14 Location of Facilities. Franchisee shall keep accurate, complete, and current maps and records of the Network Facilities and all Franchisee facilities and, subject to applicable confidentiality provisions, shall make available electronic copies of such maps and records to Municipality, as set forth below. 2.14.1 Franchisee shall furnish "as-built" maps and records to Municipality in electronic, ESRI-compatible format (or in another mapping format mutually agreed to by the Parties). Franchisee shall provide Municipality copies of any new or revised "as-built" or comparable drawings as and if they are generated for portions of the Network Facilities located within Municipality and will provide them to Municipality upon reasonable request and on a mutually-agreed timetable (e.g., piecemeal following the closure of each permit, or all at once after all the Work is complete), subject to applicable confidentiality protections. Upon request by Municipality in an emergency, Franchisee, as soon as reasonably practicable, shall inform Municipality of any changes from such maps and records previously supplied and shall mark up any maps provided by Municipality so as to show the location of the Network Facilities. 2.14.2 The "as built" maps shall include at a minimum all Network Facilities located in a given segment, and facility routings and shall be drawn to scale. 2.14.3 Municipality agrees that Franchisee may provide route maps rather than the as-built maps specified above. "Route maps" means "as-built" maps with only the following information removed: information on the number of lines, whether the lines are copper or fiber and the nature of any electronics. Concrete pads for pedestals and enclosures for equipment or pedestals shall be shown on Route maps. Page 72 of 799 Page 7 of 16 2.15 Utility Notification Program. Franchisee shall comply with applicable state and local utility location and notification laws. 2.16 Inspection by Municipality. Network Facilities shall be subject to inspection by Municipality to the extent reasonably requested by Municipality and reasonably necessary to assure compliance by Franchisee with the terms of this Agreement. Municipality shall inspect Network Facilities at reasonable, mutually agreed upon times and upon reasonable notice to Franchisee; provided, however, the inspection shall not interrupt or interfere with any services provided by Franchisee. 2.17 Franchise Fee. As consideration for the use of the City’s Public ROW as set forth in this Agreement, the Franchisee shall pay the City a Use Fee of five percent (5%) of its Gross Revenues collected by the Franchisee during each calendar year of operation under this agreement based on unaudited financials. The Franchisee will pay the Use Fee collected from its Customers for the Broadband Services quarterly, within forty-five (45) days of the close of Franchisee’s fiscal quarters. Each Use Fee payment shall be accompanied by a certified report from a representative of the Franchisee, which shows the basis for the computation of all recurring monthly Broadband Service charges from the provision of Broadband Services to Persons located within the City limits during the Franchisee’s fiscal year for which such payment is made. In the event that the Use Fee payment is not actually received by the City on or before the applicable due date set forth in this section or is underpaid, Franchisee shall pay in addition to the Use Fee payment, or sum due, interest from the due date at the state legal interest rate of 8% annually (Alabama Code § 8.8.1). If the Franchisee does not provide Broadband Services to Customer(s) within the municipal boundaries of the City, then the Franchisee shall pay the City (19¢) per linear foot for the use of the City’s Public ROW once the fiber is lit and carrying traffic commercially. The fee may be adjusted annually based on the Consumer Price Index (CPI). Payments are due quarterly, based on the total linear footage utilized during the previous quarter. Franchisee must provide accurate measurements of the ROW used, along with any supporting documentation, by the end of each quarter. All amounts paid shall be subject to audit and recomputation by City and acceptance of any payment shall not be construed as an accord that the amount paid is in fact the correct amount. In the event the City should conduct a review of Franchisee’s books and records and such review indicates a Use Fee underpayment of five percent (5%) or more during the entire period reviewed, the Franchisee shall assume all reasonable documented costs of such audit, and pay same upon demand by the City. All documents pertaining to financial matters, which may be the subject of an audit by the City, shall be retained by the Franchisee for a minimum period of five (5) years. 3. Municipality’s Obligations. 3.1 Emergency Removal or Relocation by Municipality. In the event of a public emergency that creates an imminent threat to the health, safety, or property of Municipality or its residents, Municipality may remove or relocate the applicable portions of the Network Facilities without Page 73 of 799 Page 8 of 16 prior notice to Franchisee. Municipality will, however, make best efforts to provide prior notice to Franchisee before making an emergency removal or relocation. In any event, Municipality will promptly provide to Franchisee a written description of any emergency removals or relocations of Franchisee’s Network Facilities. Franchisee will reimburse Municipality for its actual, reasonable, and documented costs or expenses incurred for any such work performed by Municipality, the direct cause of which was Franchisee’s construction, installation, operation, maintenance, repair, or removal of its Network Facilities. 3.2 Relocation to Accommodate Governmental Purposes. If Franchisee’s then- existing Network Facilities would interfere with Municipality’s planned use of the Public ROW or other Municipality property for a legitimate noncommercial governmental purpose, such as the construction, installation, repair, maintenance, or operation of a new water, sewer, or storm drain line, or a public road, curb, gutter, sidewalk, park, or recreational facility, or in the event the affected Public ROW is lawfully vacated, eliminated, discontinued, or closed by the Municipality, Franchisee will, upon written notice from Municipality, relocate its Network Facilities at Franchisee’s own expense to such other location or locations in the Public ROW as may be mutually agreed by the parties, taking into account the needs of the Municipality’s governmental purpose and Franchisee’s interest in maintaining the integrity and stability of its Network. Franchisee will relocate its Network Facilities within a commercially reasonable period of time agreed to by the parties, taking into account the urgency of the need for relocation, the difficulty of the relocation, and other relevant facts and circumstances, except that Municipality may not require Franchisee to relocate or remove its Network Facilities with less than one hundred eighty (180) days’ notice. Upon the failure of Franchisee to relocate any Network Facilities within a reasonable period of time in accordance with this subsection, Municipality may effect such relocation, and Franchisee shall promptly reimburse Municipality for all actual, reasonable, and documented costs and expenses incurred by Municipality in connection with such relocation. 3.3 Relocation to Accommodate Non-Governmental Purposes. If Franchisee’s then- existing Network Facilities would interfere with (a) Municipality’s planned use of the Public ROW for a non- governmental (e.g., commercial) purpose, or (b) a third-party’s use of the Public ROW, Franchisee will not be required to relocate its Network Facilities. 3.4 Non-Discrimination. Any agreements between Municipality and Franchisee that provide Franchisee access to public infrastructure, poles, conduits, assets, and Public ROW will be available to other network operators that offer broadband Internet access services, on rates, terms, and conditions that are as favorable as those Municipality provides Franchisee for the same access. 4. Contractors and Subcontractors. 4.1 Use of Contractors and Subcontractors. Franchisee may retain contractors and subcontractors to perform the Work on Franchisee’s behalf. Page 74 of 799 Page 9 of 16 4.2 Contractors to be Licensed. Franchisee’s contractors and subcontractors used for the Work will be properly licensed under applicable law, regulations and ordinances. 4.3 Authorized Individuals. Franchisee’s contractors and subcontractors may submit individual permit applications to Municipality on Franchisee’s behalf, so long as the permit applications are signed by individuals that Franchisee has authorized to act on its behalf via a letter of authorization provided to Municipality in the form attached as Exhibit A (“Authorized Individuals”). Municipality will accept for review permit applications under this Agreement submitted and signed by Authorized Individuals, and will treat those applications as if they had been submitted by Franchisee under this Agreement. 5. Defense and Indemnity. 5.1 Indemnification. Franchisee shall indemnify, defend, and hold harmless Municipality, and governmental subdivisions thereof, and its respective council members, officers, boards, commissions, attorneys, agents, and employees (hereinafter referred to as "Indemnitees"), from and against any and all liability, obligation, damages, penalties, claims, costs, charges, losses and expenses (including, without limitation, reasonable fees and expenses of attorneys) arising from any third-party claim of personal injury or property damage that may be imposed upon, incurred by or be asserted against the Indemnitees by reason of any negligent act or omission of Franchisee, its personnel, employees, agents, contractors, subcontractors or affiliates, which may arise out of (i) the construction, installation, operation, maintenance or condition of the Network Facilities, or (ii) the Franchisee's failure to comply with any applicable Federal, State or local statute, ordinance or regulation (“Third Party Legal Proceeding”). Franchisee's indemnification obligation shall not extend to liability to the extent caused by the negligence or willful misconduct by any Indemnitee or any other third party (to the extent such third parties are not Franchisee personnel, employees, agents, contractors, subcontractors or affiliates as described above in this Section 5.1). 5.2 Assumption of Risk. Franchisee undertakes and assumes for its officers, agents, contractors and subcontractors and employees, all risk of dangerous conditions, if any, on or about any Municipality- owned or controlled property, including Public ROWs. 5.3 Defense of indemnitees. In the event any Third Party Legal Proceeding shall be brought against the Indemnitees upon written notice from Municipality in accordance with Section 5.4 hereof, Franchisee shall, at Franchisee's sole cost and expense, assume sole control of the indemnified portion of the Third Party Legal Proceeding, subject to the following: (i) Municipality may appoint its own non-controlling counsel, at its own expense; and (ii) any settlement requiring Municipality to admit liability, pay money, or take (or refrain from taking) any action, will require Municipality’s prior written consent, not to be unreasonably withheld, conditioned, or delayed. Page 75 of 799 Page 10 of 16 5.4 Notice, Cooperation and Expenses. Municipality must give Franchisee written notice of any Third-Party Legal Proceeding not later than twenty (20) days after Municipality becomes aware of the Third-Party Legal Proceeding. Municipality shall reasonably cooperate with Franchisee in the defense of the Third-Party Legal Proceeding and nothing herein shall be construed to prevent Municipality from appointing its own noncontrolling counsel at Municipality’s sole cost and expense. 6. ROW Bond. Within thirty (30) days of the Effective Date, Franchisee shall provide Municipality with, and shall maintain, a ROW Bond from a surety company in the amount of Fifty Thousand Dollars ($50,000) and in a form reasonably acceptable to Municipality, as security for the faithful performance by Franchisee of the provisions of this Agreement. 6.1 The rights provided Municipality by this Section and its bond are in addition to all other rights of Municipality whether reserved by this Agreement or authorized by law, and no action, proceeding or exercise of a right with respect to such bond or guarantee shall affect any other rights Municipality may have, except that Municipality shall not be entitled to multiple remedies for the same violation. 7. Insurance. 7.1 Franchisee will carry and maintain: 7.1.1 Commercial General Liability (CGL) insurance, with policy limits not less than $2,000,000 in aggregate and $2,000,000 for each occurrence covering bodily injury and property damage with the following features: (a) CGL primary insurance endorsement; and (b) CGL policy will include an endorsement which names Municipality, its employees, and officers as additional insureds. 7.1.2 Workers’ Compensation insurance with policy limits not less than the Municipality’s requirements. 7.2 All insurance certificates, endorsements, coverage verifications and other items required pursuant to this Agreement will be provided to the City Clerk with Franchisee’s acceptance of this Franchise. Franchisee shall annually provide Municipality with a certificate of insurance evidencing such coverage. Failure to obtain and maintain any insurance policy required by this Section shall be deemed a material breach of this Agreement and shall be grounds for termination of this Agreement and the Franchise. 7.3 Contractors. Franchisee's contractors and subcontractors working in the Public ROW shall carry in full force and effect commercial general liability, automobile liability and workers' compensation and employer's liability insurance commensurate with the scope of their work. In the alternative, Franchisee, at its expense, may provide such coverages for any or all its contractors or subcontractors (such as by adding them to Franchisee policies). Franchisee’s contractors and subcontractors shall provide Municipality with certificates of insurance evidencing such coverage when applying for permits to work in the Public ROW. Page 76 of 799 Page 11 of 16 7.4 Insurance Primary. Franchisee's insurance coverage shall be primary insurance with respect to Municipality, its officers, agents, employees, elected and appointed officials, departments, boards, and commissions (collectively "them"), but only for actions of Franchisee and for whom Franchisee is responsible. Any insurance or self-insurance maintained by any of them shall be in excess of Franchisee's insurance and shall not contribute to it (where "insurance or self- insurance maintained by any of them" includes any contract or agreement providing any type of indemnification or defense obligation provided to, or for the benefit of them, from any source, and includes any self-insurance program or policy, or self-insured retention or deductible by, for or on behalf of them). 8. Term. This Agreement is effective on the later of (a) the date the last party to sign executes this Agreement and (b) the date on which any implementing ordinance becomes effective in accordance with its terms and State law (“Effective Date”). This Agreement will expire automatically on the tenth (10th) anniversary of the Effective Date (“Original Term”), unless earlier terminated in accordance with the provisions herein. 9. Termination. 9.1 Termination by Municipality. Municipality may terminate this Agreement if Franchisee is in material breach of the Agreement, provided that Municipality must first provide Franchisee written notice of the breach and not less than one hundred eighty (180) days to cure, unless the cure cannot be reasonably accomplished in that time period, in which case the Municipality may in its discretion grant Franchisee additional time upon the request of Franchisee, provided that Franchisee must commence its efforts to cure within that time period and the cure period will continue as long as such diligent efforts continue, provided further if such period is anticipated to, or does, extend more than one hundred eighty (180) days, it shall be in the sole discretion of the Municipality whether to grant such cure extension beyond one hundred eighty (180) days. No termination under this subsection will be effective until the relevant cure period has expired. 9.2 Termination by Franchisee. Franchisee may terminate this Agreement for convenience upon one hundred eighty (180) days’ written notice to Municipality. Franchisee may not abandon its Network or any portion thereof without compensating City for damages resulting from the abandonment, including all costs incident to removal of the Fiber Optic Infrastructure Network. 10. Assignment. Except as set forth below, neither party may assign or transfer its rights or obligations under this Agreement, in whole or part, to a third party, without the written consent of the other party. Any agreed upon assignee will take the place of the assigning party, and the assigning party will be released from all of its rights and obligations upon such assignment. 10.1 Following any assignment of this Agreement to an Affiliate, Franchisee will remain responsible for such Affiliate’s performance under the terms of this Agreement. For purposes of this Section, (a) “Affiliate” means any Person that now or in the future, directly or indirectly controls, is controlled with or by, or is under common Page 77 of 799 Page 12 of 16 control with Franchisee; and (b) “control” means, with respect to: (i) a U.S. corporation, the ownership, directly or indirectly, of fifty percent (50%) or more of the voting power to elect directors thereof, or (ii) a non-U.S. corporation, if the voting power to elect directors thereof is less than fifty percent (50%), the maximum amount allowed by applicable law; and (iii) any other Person, fifty percent (50%) or more ownership interest in said Person, or the power to direct the management of such Person. 11. Notice. Every notice or response required by this Agreement to be served upon the City or the Franchisee shall be in writing and shall be deemed to have been duly given to the required party three (3) business days after having been posted in a properly sealed and correctly addressed envelope when hand delivered or sent by certified or registered mail, postage prepaid as follows: The notices or responses to the City shall be addressed as follows: City of Fairhope, Alabama ATTN: Revenue Department P. O. Drawer 429 City of Fairhope, Alabama 36533 The notices or responses to the Franchisee shall be addressed as follows: HighStream Fiber, Inc. Attn: President 215 East 1st Street Bay Minette, Alabama 35607 The City and the Franchisee may designate such other address or addresses from time to time by giving written notice to the other party as set forth in this section. 12. General Provisions 12.1 Franchise Records. Franchisee shall prepare and maintain any records or reports that are required of it by federal, State, or local law. Municipality shall have the right to obtain, in the format kept by Franchisee in the ordinary course of business, copies of such records and reports as appropriate and reasonably necessary to determine whether Franchisee is in compliance with this Agreement. Franchisee reserves the right to object to any request made under this Section as unnecessary, unreasonable, or inappropriate under the circumstances and to seek appropriate confidentiality protections for any information to be produced to Municipality. 12.2 Entire Franchise. This Agreement, including the Exhibits attached hereto, contains the entire agreement between the parties and all prior franchises, negotiations and agreements relating to the Network Facilities or provision of Broadband Services are merged herein and hereby superseded. Page 78 of 799 Page 13 of 16 12.3 Conferences. As may be mutually agreed upon between the parties from time to time, the parties hereby agree to meet at reasonable times on reasonable notice to discuss any aspect of this Agreement, the provision of Broadband Services or the Network Facilities during the Term hereof. 12.4 Governing Law. This Agreement shall be deemed to have been made and shall be construed and interpreted in accordance with the law of the State of Alabama. Each party to this Agreement hereby irrevocably agrees that any legal action or proceeding arising out of or related to this Agreement or any of the agreements or transactions contemplated hereby shall be brought to the Circuit Court of Baldwin County, Alabama and hereby expressly submits to the personal jurisdiction and venue of such courts for the purposes thereof and expressly waives any claim of improper venue and any claim that such courts are an inconvenient forum. 12.5 Waiver of Compliance. No failure by either party to insist upon the strict performance of any covenant, agreement, term or condition of this Agreement, or to exercise any right, term or remedy consequent upon a breach thereof shall constitute a waiver of any such breach or such covenant, agreement, term or condition. No waiver of any breach shall affect or alter this Agreement, but each and every covenant, agreement, term, or condition of this Agreement shall continue in full force and effect with respect to any other then existing or subsequent breach thereof. Municipality may waive any obligation of Franchisee under this Agreement, in whole or in part, at any time, but such waiver must be in writing, and signed by the Municipality’s Mayor or their designee. 12.6 Independent Contractor Relationship. The relationship of Franchisee to Municipality is and shall continue to be an independent contractual relationship, and no liability or benefits, such as worker's compensation, pension rights or liabilities, insurance rights or liabilities or other provisions or liabilities, arising out of or related to a contract for hire or employer/employee relationship, shall arise or accrue to either party or either party's agents or employees as a result of the performance of this Agreement, unless expressly stated in this Agreement. 12.7 Severability. If any section, paragraph, or provision of this Agreement shall be held to be invalid or unenforceable for any reason, the invalidity or unenforceability of such section, paragraph, or provision shall not affect any of the remaining provisions of this Agreement. 12.8 Captions. All captions are for convenience of use and have no substantive effect. 12.9 Franchise Accepted. Franchisee further acknowledges by execution and delivery of this Agreement that it has carefully read the terms and conditions of this Agreement and the Ordinance and accepts the obligations imposed hereby and thereby regardless of whether such obligations are contained in this Agreement or the Ordinance, or both. Page 79 of 799 Page 14 of 16 12.10 Binding Agreement. Subject to Section 2.3, the parties agree that this Agreement complies with State and Federal law as of the Effective Date and agree to be bound by the provisions hereof during the full term hereof, except that the parties also agree to recognize and be bound by any change in any State or Federal law, even if such law materially affects the terms of this Agreement. 12.11 Other Covenants. Franchisee for itself and its Affiliates covenants that Franchisee and its Affiliates shall not bring or support, directly or indirectly, any suit, claim, or proceeding (judicial or administrative) challenging any term of this Agreement or contending that Municipality or Franchisee did not have the authority to impose or agree to such terms. 12.12 Reserved Rights. Municipality reserves all rights and powers under (i) its police powers and (ii) powers conferred by Federal, State, or local law of which Municipality may not legally and contractually divest itself. In particular, Municipality reserves the right to alter, amend or repeal its municipal code as it determines shall be conducive to the health, safety and welfare of the public, or otherwise in the public interest; provided that any such alteration, amendment or repeal shall be applicable to all similarly situated franchisees of the Municipality, in such a manner and to such an extent so as not to place Franchisee at a material competitive disadvantage. In the event the municipal code or other applicable local law is amended in a manner that would materially alter Franchisee’s rights and obligations under this Agreement, the Municipality will provide Franchisee with reasonable advance notice of such pending amendment and, upon written request of Franchisee, negotiate in good faith to modify this Agreement to ameliorate any adverse effects such amended municipal code provisions would have on Franchisee’s performance under this Agreement. Municipality agrees that by accepting this Agreement, Franchisee has not waived its right to object to the application to it of actions by Municipality pursuant to its reserved rights or police powers. 12.13 City Representative. The Mayor or designee as provided in writing by the Mayor to the Franchisee (the "City Representative"), shall be Municipality's representative for all purposes of this Agreement. Except where City Council action is required by this Agreement or by law, all decisions, judgments, approvals, requests, notices or other actions of Municipality required or permitted under this Agreement shall be made, obtained, issued or delivered or otherwise effected on behalf of Municipality by the Mayor, or her designee. 12.14 Authority. Franchisee represents, covenants and warrants to Municipality as of the Effective Date that: (a) Franchisee is duly constituted, in good standing and qualified to do business in the State of Alabama, (b) Franchisee will file when due all forms, reports, fees and other documents necessary to comply with applicable laws, and (c) the signatories signing on behalf of Franchisee have the requisite authority to bind Franchisee pursuant to Franchisee’s organizational documents. Page 80 of 799 Page 15 of 16 12.15 Publication. This Franchise shall be published in accordance with applicable local and state law and Grantee, shall pay the reasonable cost of any required publication of this Franchise. 12.16 Acceptance. Franchisee’s acceptance of this Agreement shall be in writing in a form approved by the City attorney and shall be accompanied by delivery of a check, approved by the City, in the amount of Two Thousand Dollars ($2,000.00) made payable to the City of Fairhope, Alabama and shall serve to recover expenses incurred by the City in the granting of this Franchise. Said expenses shall include attorney’s fees and consulting expenses incurred by the City. ADOPTED AND APPROVED THIS 23rd DAY OF MARCH, 2026. Page 81 of 799 Page 16 of 16 Signed by authorized representatives of the parties on the dates written below. CITY OF FAIRHOPE, ALABAMA HIGHSTREAM FIBER, INC. BY: _____________________________ BY: ____________________________ Sherry Sullivan, Mayor Date Russ Reynolds, President Date ATTEST: ______________________________ Lisa A. Hanks, MMC City Clerk EXHIBIT A FORM OF LETTER OF AUTHORIZATION HighStream Fiber, Inc. 215 East 1st Street Bay Minette, Alabama 35607 City of Fairhope Attn: Mayor P.O. Drawer 429 City of Fairhope, AL 36533 Dear Mayor Sullivan: In accordance with Section 4.3 of the Broadband Services Franchise Agreement dated _______ between City of Fairhope, Alabama and HighStream Fiber, Inc., hereby designates the following Authorized Individuals (as that term is defined in the Agreement), who may submit and sign permit applications on behalf of the Franchisee. 1. Name, Title 2. Name, Title 3. Name, Title 4. Name, Title This authorization may be withdrawn or amended and superseded by a written amendment to this Letter of Authorization, which will be effective 24 hours after receipt by the Municipality. Kind regards, __________________________ Russ Reynolds, President HighStream Fiber, Inc. Page 82 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-758 FROM: Hunter Simmons, PLANNING DIRECTOR SUBJECT: Site Plan Review and Approval - Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104 and is 1.01 ± acres. PPIN #: 626310. (Planning Commission unanimously recommends approval of SR 25.09). AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: Council Approval BACKGROUND INFORMATION: At its meeting on March 2, 2026 the Planning Commission approved the applicant’s request conditioned upon 1) revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2) revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; 3) revision of the Photometric Plans to remove any lighting not to be proposed; and 4) revision of the tree and landscape plan to reflect the required screening of vehicular circulation. All conditions of approval have been addressed by the applicant. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) GRANT: LEGAL IMPACT: Page 83 of 799 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 84 of 799 City Council March 23, 2026 Payton Rogers Planning Commissin (9 Ayes)(0 Nays) voted to recommend approval of SR 25.09 R-1 — Road I | Parcel Zoning: B-2 ofIA’,,City of Fairhope O SIABAW vOu ol SR 25.09 - 7 Brew Fairhope CT□ T & 67 Project Name: 7 Brew Fairhope Site Data: 1.01 acres Project Type: Site plan approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 626310 General Location: Northwest corner of State Highway 181 and State Highway 104 Surveyor of Record: HFA-AE LTD Engineer of Record: HFA-AE LTD Owner/ Developer: Brew Horizons LLC____________________ School District:_______________________ Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: BU S H E L D R 1 W tn - 5 z p 2) ) E - ■ te g5 2 1 ST A T E H W Y 1 8 1 2, 1' p ST A T E HW Y 18 1 -. a t -H i a e s ST A T E H W Y 1 8 1 1 ge s $ — Ga t . <1 e C I ie Th a 3 PN r T ST A T E H W Y 1 8 1 r l 3 e iz ’ 8 ( , 4 g Jt 4 is Page 85 of 799 SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 1 of 7 COMMENTS FOR CITY COUNCIL At its meeting on March 2, 2026 the Planning Commission approved the applicant ’s request conditioned upon 1) revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2) revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; 3) revision of the Photometric Plans to remove any lighting not to be proposed; and 4) revision of the tree and landscape plan to reflect the required screening of vehicular circulation. All conditions of approval have been addressed by the applicant. SUMMARY OF REQUEST Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104 and is 1.01± acres. SITE HISTORY The subject site has been included in numerous Subdivision and Multiple Occupancy Project (MOP) requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any lot. There are no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS This application was before the Planning Commission at its January 5, 2026 meeting for Site Plan Review and was ultimately tabled at the request of the Applicant. At that time, the proposed plan had numerous deficiencies including insufficient tree plantings, insufficient landscaping adjacent to public right-of-way (ROW), insufficient stormwater screening, and non-compliant exterior lighting. The current application has addressed all previous concerns and is reflected in the following comments. Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Planter’s Pointe Subdivision establishes setback requirements for Lot 5 to be 10 feet from the North property line along Planter’s Pointe Boulevard, 10 feet from the West property line along Rockwell Boulevard, 10 feet from the South property line, and 50 feet from the East property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 19± feet. Page 86 of 799 SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 2 of 7 Tree & Landscaping - COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates full compliance with the Trees and Landscaping Ordinance (see exhibits). The Tree and Landscape plan illustrates an additional ten (10) understory trees on site which do not count towards required tree plantings. It’s important to note that these ten (10) understory trees are existing and were included in the original landscape plan approved with the Planter’s Pointe Multiple Occupancy Project (MOP), and as such, cannot be removed and must be protected throughout construction. Parking - COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule details the amount of on-site parking required for restaurants based on the number of seats provided. The proposed 7-Brew is a drive-thru only coffee restaurant which does not provide any indoor or outdoor seating. Drive-thru only businesses are omitted from Table 4-3, and as such, parking is not required at this time. However, the Site Plan does illustrate a surplus of nine (9) on -site parking spaces. Article IV Section E.4.c(2) of the Zoning Ordinance requires any parking provided that is more than what is required by Table 4-3 “shall be designed with a pervious surfacing”. As such, if approved, the Site Plan should be revised to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Rockwell Boulevard and Planter’s Pointe Boulevard, as required. Additionally, the proposed Site Plan illustrates the extension of the 12-foot-wide multi- purpose trailway along State Highway 181 with direct pedestrian access. Drainage - COMPLIANT Drainage is unique within the Planter’s Pointe development. Publix, the anchor store, provided underground drainage for itself and those stores connected to it. Notes on the Final Plat for Planter’s Pointe Subdivision state that all other lots must have self-sufficient drainage addressing all post-development stormwater runoff on the individual lots. As proposed the Applicant intends to utilize an underground stormwater management system located on the North side of the site and states within the provided Drainage Report that post development runoff conditions will not exceed predevelopment conditions. Exterior Lighting - COMPLIANT As proposed, exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance as it relates to on-site lighting. However, it’s important to note that while the submitted Photometric Plans illustrate blue building canopy lighting, the applicant has stated that they no longer intend to install the blue canopy lighting . If approved, the Photometric Plans should be revised to remove any lighting not to be proposed. Mechanical Equipment - COMPLIANT All mechanical equipment is proposed to be located on the building’s roof and is illustrated in the submitted plans. Dumpster - MORE INFO NEEDED The Site Plan illustrates a dumpster on the West side of the proposed building. It should be noted that if approved, the plans must be revised to include a dumpster detail illustrating dumpster screening in compliance with Article IV-B.2. of the Zoning Ordinance. Page 87 of 799 SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 3 of 7 Signage - N/A All Signage will be formally reviewed at time of sign permit submittal. However, the Applicant submitted two (2) possible signage options for staff to consider. Option A (see exhibits) is a singular 4-foot by 4-foot circular wall sign on the building’s front elevation facing State Highway 181, which as proposed, would be compliant with current sign regulations. Option B (see exhibits) is a singular 2.5-foot by 8-foot wall sign on the same elevation facing 181, which as proposed, would be non-compliant with current sign regulations as it exceeds the maximum allowable square footage for all signs on the subject site . Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A Traffic Study was generated with the application for Planter’s Pointe Subdivision in 2021. At that time there were not any determined land uses for each outparcel. As such, the trip generation analysis produced 395 entering trips and 302 exiting trips during a weekday AM peak hour; 573 entering trips and 559 exiting trips during a weekday PM peak hour. Per the applicant’s submitted traffic letter the proposed 7-Brew will generate a total of 91 trips (46 entry and 45 exit) during the Weekday AM peak hour and a total of 34 trips (17 entry and 17 exit) during the Weekday PM peak hour. Lot Access - COMPLIANT As illustrated, the subject site proposes one (1) access point to the site from Rockwell Boulevard. Comprehensive Plan - COMPLIANT Planters Pointe is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are additional commercial uses. Benefits to the Community - COMPLIANT As the number of residential units being developed in the area continues to grow a commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. Page 88 of 799 SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 4 of 7 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Staff Recommendation: Staff recommends APPROVAL of SR 25.09 – 7-Brew Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2. Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; and 3. Revision of the Photometric Plans to remove any lighting not to be proposed. Planning Commission Recommendation: Planning Commission recommends APPROVAL of SR 25.09 – 7-Brew Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2. Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; 3. Revision of the Photometric Plans to remove any lighting not to be proposed; and 4. Revision of the tree and landscape plan to reflect the required screening of vehicular circulation. Page 89 of 799 EXHIBITS SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 5 of 7 Proposed Site Plan Revised for City Council i i ! EXISTING PRE LANES WITHN DRIE ASLE ACCESS - DISTWNG SIDLWALK AND CUNNiG - MATCH CURB TO EXISTNG ' MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION). DETECTAELE WAANNC STRIPS ITYP 1. AL-DOTTYPE M.ACURB- NEW CURBING) ALONG EXISTING DAIVE ASLE. ALOOT AND ADA COMPLIANT CROESWALK MARKINGS ' ■ ADA CONCRETE SIDEWALK ITYP 1. o TRANSITION TO AL DOT TYPE M4CURB- 14tr STRAIGHT CLRs; 4 SITE BM #1. .44 TRANSITION TO AL DOT TYPE M4CUR3 BICYCLE PARKING BCCYCLE PARKNG CALC TOTAL SPACES (EA) SIGNAGE SIGNAGE REQUIREMENTS 8 II28 3 8 i A § Z 3 F! 83 ) BN • 6 3 2 . t— 7 l 3 oa LS L - - - - - L S L - 24 . 0 T8 I $9 4 3 -P l i i= P I1 85 3 5 | TS' 5 P J I a 46 2 "d h | | l - i ■l l g. 8 5 1 3 A" 1^ 1 = I / fl l ? 8 5s 4 ii 85 5 ; 52 y2 If 1 1 W HI M . ■i ! s ii 43 Li t 1 Su g § $ 1 8 35 2 -a d h \ 4 £ 2 0 2m35 35 i l a g HO h i a8 5 \ 3 5 31 J 28 il l 1 1 88 8 = d li o i n 3 88 A h \ st . ' ,8 , "Q i I •‘ S t . J 85 is l I Z1 54 .I PA S S MU i # I4 i 31 Ziso 2t ga E2 a 1 g ll ll L 88 0 ll s ii l 81I I i i 8 P i l 5 & I ih#a T * i A 80 8 5 f h l t = 6 5 | 5 S r/ / A ST A T E H I G H W A Y 1 8 1 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) ?& I_ _ _ : j i il 88 __ §4 2 d i ' f s $9 li 92 h » i. A C3 M 7 yV H | 58 2 - i I 2 8 11II | s Ms U :i U ! § L —= pl id | 88 5 35 hl 5 i5 Page 90 of 799 EXHIBITS SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 6 of 7 Proposed Tree & Landscape Plan Revised for City Council 0 y—Tree Count Legend 15 JDescription Quantity 2 • Frontage Tree 6 TPRIN_-) Perimeter Tree 21 . raw wiVI6.J.>.L^.WW "Isit)al .f ... |STELLLDGSNG TYP //- • -|■ •\lit /AR 1PE3/'J2.).".1 .1 13: ■-/// / -likl yr -- JIturys,,.10 m Blare*<■/3 7 7/ II fatV ■STEEL EDGING. TYP -qwavy);-IM 507 .1.44244 I,f WHEN DIGGING N THIS AREA . -4797 ' I1PT 4 / **- • / J’..\\X \J Sfes)umtcave C %ar5 25:IM ||,Is "IMAIMAW""------il lIMIAWW jAMMAIMNEJ25 A;I25‘-0" s BR 6 7 || EX CRM MYRTLE TO E RELOCATED FRCMTHS LOCATION TC WITHNTHE PRCPERTY BDLNDWRY. y \ W 1x CRAPL MYRTUL 10 BL RELOCATED FROM THIS LOCATION IO WITHIN THE FROPERTY BOUNDARY. EX TREES OVERLAP NTO 15 ■ UTILITY DRAINAGE EASEVENT is ANY TREES ARE DALAGED CURING CONSTRUCTION THEY MILL BE REPLACLD ONE VOAONE 2 | EXISTING TREES (4) TO REMWIN TFEES TO BE PROTECTED WITH THEE PROTECTION FENCE OURIN3 THE ENTIRE CONSTRUCTION. /J EXISTING TREES (3) TO REMAT TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION REEERVEDFCR OERSTORY FRONTAGE TWEES -*tst,-r h: UNERGROUN STORMWATER CHAMBER MGMT SYSTEM. REFER TO GRADING PLANIl “SCREENNG* SHRLBS FCAALL VEHICULAR USE AREAB EXSTIO TREES (2) TO REMAIN — TREES TO BE PROTECTED WITH TREE PROTECTIONFENCE DUNNG THL ENTId CONSTRUCTION WLANTERRi AWlVis»,, m t 2 - iha r — I f ?N / — CAUTION IX / WATLA MO / SANITARY / SEWER LINES y USEEXTREME . / CAUTION ) , WHENDIGG , , N THIS AREA ... h at 1 ll me 2 a C000099 AN I I I 1 Yes Yes 6 6 21 21 YesPerimeter Trees 0 0 27 27 Yes Yes Total Trees Saved (Credits)0 Total New Overstory Planted 27 Total New Understory Planted 0 YesSpecies Richness (> 4)4 TREE & LANDSCAPE COMPLIANCE TABLE Overstory Understory 6 0 0 0 6 0 0 0 8,818 5,291 24,348 10,610 Plan Provided 0 0 0 0 27 0 27 0 Yes Yes Plan Compliance? Parking Trees Overstory Understory Parking Understory < 50% Landscape Area Total Landscape Area Front Landscape Area Frontage Trees Frontage 1 Frontage 2 Frontage 3 Frontage 4 Reviewed by Payton Rogers Date 01/28/26 Plan Total Required WN E 1 th a wa c e e e I il Page 91 of 799 EXHIBITS SR 25.09 – 7-Brew Fairhope March 23, 2026 Page 7 of 7 Proposed Canopy Lights Revised for City Council (• 5 73 5 4.9 2.9 2.0 3 1 38 is38 3.4 1 7 4 3 6525 14 12 8 •I I•g<■ 2.7 4.23.4 1.6 2.5 12 ,358 30 44 20 20 41 36 36 26 49 40 11 60 40 26 25 20 isfPbasa 2 93.7 45 40 57 4.0 16 35 2.4 1129 3.9 56 21 26 28 1.6 10 27 52 59 1512 091509 1 9 3.5 5.5 48 33 09 1 0 • 2 28 N LZ3336 3522337311 9 1.0 18 29 34 26 7.8216.1 87 5.0 15 70 3.2 16 17 ‘ 10 "Ie.. 119 lr Page 92 of 799 o’TA’r, O “ZABAWP NOTICE OF ACTION TAKEN Action Taken by the Commission: Approval Conditions of Approval: 1. 2. creening of vehicularRevision of the tree and landscape plan to reflect the require circulation. 1 of 1 3. 4. Hunter Simmons Director of Planning & Development Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; Revision of the Photometric Plans to remove any lighting not to be proposed; and Meeting Date: March 2, 2026 Case Number: SR 25.09 - 7 Brew Fairhope Property Location: Northwest corner of State Highway 181 and State Highway 104 PPIN#: 626310 Applicant: HFA-AE LTD Engineer / Surveyor: HFA-AE LTD Request: Site Plan approval for 7 Brew Fairhope Ao. rn 451 Pecan Ave, PO Box 429, Fairhope, AL 36532 251-928-8003 | www.fairhopeal.gov / / / THE CITY OF FAIRHOPE PLANNING COMMISSION PLANNING & ZONING DEPARTMENT Page 93 of 799 HFA-AE, Ltd. www.hfa-ae.com Page 1 of 1 March 11, 2025 Payton W. Rogers, CAPZO Planning & Zoning Manager 451 Pecan Ave Suite 200, Fairhope, AL 36532 Regarding: 7 Brew Fairhope, AL Lot 5 Planters Pointe Blvd HFA Project Number: 12-24-80012 Mr. Rogers, In response to the comments we received from your office on 03/04/2025, please refer to the following responses and the noted enclosures which have been included in this submittal package. General Comments 1. Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; Response: Pavers have been added to all standard parking spaces. 2. Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; Response: Dumpster enclosure detail from building set has been included in this submittal. 3. Revision of the Photometric Plans to remove any lighting not to be proposed; and Response: Photometric plans revised to remove LED building rope lights which are no longer proposed. 4. Revision of the Tree and Landscape plan to reflect the required screening for all vehicular circulation. Response: Landscape and Irrigation plan revised to show screening for all vehicular circulation areas. Sincerely, Harrison French & Associates HFA Page 94 of 799 C1.0 COVER SHEET 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 FLOOD NOTE THIS SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN IN THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP 01003C0661M DATED 4/19/2019. LEGAL DESCRIPTION BENCHMARK TEMPORARY BENCHMARK A: FROM SURVEY TEMPORARY BENCHMARK B: FROM SURVEY PROJECT CONTACTS DEVELOPER BREW HORIZONS, LLC 2000 W. PARK DR., SUITE 130 WESTBOROUGH, MA 01581 508-561-4903 MIKE TIERNEY MTIERNEY@BREW-HORIZONS.COM SURVEYOR US SURVEYOR 9867 STATE HWY 104 FAIRHOPE, AL 36532 800-867-8783 X201 JENA WICKER JWICKER@USSURVEYOR.COM CIVIL ENGINEERING HFA-AE, LTD 1705 S. WALTON BLVD., SUITE 3 BENTONVILLE, AR 72712 479-273-7780 x199 JASON PANICARO JASON.PANICARO@HFA-AE.COM BUILDING MANUFACTURER ARNING 201 INDUSTRIAL PARK PL. CASSVILLE, MO 65625 800-732-5074 X1326 JENNIFER PEEK JPEEK@ARNINGCO.COM FIRE FAIRHOPE FIRE DEPARTMENT 198 SOUTH INGLESIDE FAIRHOPE, AL 36532 251-990-0143 CHRIS ELLIS FIRE CHIEF SITE PLAN & BUILDING PERMIT REVIEW CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV HEALTH DEPARTMENT BALDWIN COUNTY ENVIRONMENTAL OFFICE DIVISION ON INSPECTION SERVICES 22251 PALMER STREET ROBERTSDALE, AL 36567 251-947-3618 STATE HIGHWAY AL DEPT. OF TRANSPORTATION SOUTHWEST REGION - MOBILE AREA CHASE CHITWOOD AREA PERMIT MANAGER 251-470-8339 CHITWOODC@DOT.STATE.AL.US CITY STREETS DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV SANITARY SEWER & WATER DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV NATURAL GAS CITY OF FAIRHOPE GAS DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 ELECTRIC CITY OF FAIRHOPE ELECTRIC DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 TELEPHONE VERIZON 171 E I65 SERVICE ROAD SOUTH MOBILE, AL 36606 251-327-3459 STORM SEWER CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV LOT 5 OF PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NW CORNER HWY 181- HWY 104 SUB AS RECORDED ON SLIDE 2954-B AND SLIDE 2954-C, AND CORRECTED IN DOC # 2180244, BALDWIN COUNTY, ALABAMA. TOGETHER WITH AND SUBJECT TO A NON-EXCLUSIVE EASEMENT, FOR INGRESS, EGRESS, AND UTILITIES, OVER AND ACROSS LOT 1 OF THE NORTHWEST CORNER OF HWY 181-HWY 104 SUBDIVISION, AS RECORDED ON SLIDE 2725-E AND RATIFICATION OF PLAT RECORDED AS INSTRUMENT NUMBER 1857087 IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA, WHICH IS HEREBY RESERVED UNTO THE GRANTOR, ITS SUCCESSORS AND/OR ASSIGNS FOR THE BENEFIT OF ITS ADJOINING PROPERTY AND ANY FUTURE DEVELOPMENT THEREOF. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2, NW CORNER HWY 181 - HWY 104 SUBDIVISION; THENCE RUN N-00°04'20”-W, 863.28 FEET TO THE A POINT; THENCE RUN S-89°39'53”-E, 574.80 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, A CHORD OF WHICH BEARS N-45°10'03”-E, 70.92 FEET, AN ARC DISTANCE OF 78.83 FEET TO A POINT; THENCE RUN N-00°00'00”-E, 154.18 FEET TO A POINT; THENCE RUN NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 87.00 FEET, A CHORD OF WHICH BEARS N-03°26'37'-W, 10.45 FEET, AN ARC DISTANCE OF 10.46 FEET TO A POINT; THENCE RUN N-06°53'06”-W, 118.06 FEET TO A POINT; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET, A CHORD OF WHICH BEARS N-44°54'29”-E, 235.73 FEET, AN ARC DISTANCE OF 271.19 FEET TO A POINT; THENCE RUN SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 175.00 FEET, A CHORD OF WHICH BEARS S-86°38'58”-E, 20.45 FEET, AN ARC DISTANCE OF 20.47 FEET TO A POINT; THENCE RUN N-90°00'00”-E, 85.53 FEET TO A POINT ON THE WEST RIGHT-OF-WAY OF STATE ROUTE 181; THENCE RUN S-33°25'46”-E ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 54.46 FEET TO A POINT; THENCE RUN S-00°15'38”-W ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 36.55 FEET TO A POINT; THENCE RUN N-90°00'00”-W LEAVING SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 89.75 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 88.00 FEET, A CHORD OF WHICH BEARS S-63°58'56”-W, 77.20 FEET, AN ARC DISTANCE OF 79.92 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 313.00 FEET, A CHORD OF WHICH BEARS S-41°19'36”-W, 36.71 FEET, AN ARC DISTANCE OF 36.73 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 187.00 FEET, A CHORD OF WHICH BEARS S-22°20'40”-W, 142.19 FEET, AN ARC DISTANCE OF 145.85 FEET TO A POINT; THENCE RUN S-00°00'00”-E 223.23 FEET TO A POINT; THENCE RUN N-89°39'53”-W, 100.29 FEET TO THE POINT OF BEGINNING, CONTAINING 1.17 ACRES, MORE OR LESS. TOGETHER WITH A PERMANENT INGRESS/EGRESS ACCESS EASEMENT APPURTENANT DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF LOT 1, AS RECORDED ON SLIDE 2954-B IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA AND ALSO SAID POINT BEING THE POINT OF BEGINNING; THENCE RUN N-90°00'00"-W 35.00' TO A POINT; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 370.80'; THENCE RUN S-28°06'08"-W FOR A DISTANCE OF 54.29' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 51.31', CHORD BEARING OF S-01°26'16"¬W AND CHORD LENGTH OF 64.42', THENCE RUN ALONG SAID CURVE 69.64' TO THE BEGINNING OF CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 137.02', A CHORD BEARING OF S-31°55'31"-E AND CHORD LENGTH OF 45.65', THENCE RUN ALONG SAID CURVE 45.86' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 27.40', A CHORD BEARING S-03°01'40"-E AND CHORD LENGTH OF 16.10'; THENCE RUN ALONG SAID CURVE 16.34'; THENCE RUN S-15°07'31"-W FOR A DISTANCE OF 54.82' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 174.50', A CHORD BEARING OF S-12°53'08"-W AND CHORD LENGTH OF 13.64'; THENCE RUN ALONG SAID CURVE 13.64' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 14.50', A CHORD BEARING S-50°19'22"-W AND CHORD LENGTH OF 18.52'; THENCE RUN ALONG SAID CURVE 20.08'; THENCE RUN N-90°00'00"-W FOR A DISTANCE OF 327.09'; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 219.85'; THENCE RUN S-45°10'03"-W FOR A DISTANCE OF 35.46' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89°39'55"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 110.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-44°49'57"-W FOR A DISTANCE OF 42.34'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 165.96'; THENCE RUN N-45°00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 244.33'; THENCE RUN S-45°00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 168.94'; THENCE RUN S-45°10'03"-W FOR A DISTANCE OF 40.16' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89°39'55"-E ALONG SAID RIGHT OF WAY FOR A DISTANCE OF 100.00'; THENCE LEAVING SAID RIGHT OF WAY LINE RUN N-44°49'57"-W FOR A DISTANCE OF 35.25'; THENCE RUN N-00°11'11"-E FOR A DISTANCE OF 178.92'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 2.50'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 59.09'; THENCE RUN N-15°07'31"-E FORA DISTANCE OF 77.22' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 90.82', A CHORD BEARING N-52°33'46"-E AND CHORD LENGTH OF 84.50'; THENCE RUN ALONG SAID CURVE 90.82'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 166.44' TO A POINT ON THE WEST RIGHT OF WAY LINE OF ALABAMA HIGHWAY 181; THENCE RUN N-00°15'38"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 45.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-90°00'00"-W FOR A DISTANCE OF 166.58' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 69.50', A CHORD BEARING N-45°00'00"-W AND A CHORD LENGTH OF 98.29', THENCE RUN ALONG SAID CURVE 109.17'; THENCE RUN N-00°00'00"-W FOR A DISTANCE OF 359.87' TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 1.70 ACRES, MORE OR LESS. NOTES: REVISION CHART TITLE DATE# 7 BREW COFFEE VICINITY MAP 1=2000' STREET NAME TEXT 9867 AL-104 (LOT 5) FAIRHOPE, AL 36532 BALDWIN COUNTY SI T E SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C1.2 ALDOT NOTES C2.0 EXISTING CONDITIONS AND DEMO PLAN C3.0 EROSION CONTROL PLAN C4.0 SITE PLAN C5.0 PAVING PLAN C6.0 GRADING PLAN C6.1 PRE DEVELOPMENT PLAN C6.2 POST DEVELOPMENT PLAN C7.0 UTILITY PLAN C10.0 SITE DETAILS C10.1 SITE DETAILS C10.2 SITE DETAILS C10.3 SITE DETAILS C10.4 SITE DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS IRR1.0 IRRIGATION PLAN IRR1.1 IRRIGATION DETAILS ATTACH ALTA_NSPS LAND TITLE SURVEY ATTACH PHOTOMETRIC PLAN HARRISON FRENCH HFA/ & ASSOCIATES, PLLC HFA-AE , LTD.HFA 1% aur)% @ rG3=3Circle.Church — Fairhone Camr Triangle Dr Fairhope Camp © ©1(98 nope Pier O(73 Bay House c Top rated ‘ Fairhope Ave 3 O Walmart SupercentFairhope Fairhope Ave AutoZone Auto Parts Thomas Hospital O □ BILL-E's Restaurant 9 NESTDHoliday Inn Express□— Fairhope-Point Clear by... HORIZONS △ (2) A CENSeO **/ ©0,‘P"GiNES* %,f8/DAVWS △ iblix Super Market ' Planters Pointe... No. 52179 PROFESSIONAL Southern Antiques and Accents sort ■ ate Fairhope Lar RV Publix Super Market G at The Shoppes at S 6 3 Jubilee Suites Boutique B&B Top rated A A A A A O obrew JUA BA N $ YENs. Fairhope City _ The Reserve at Fairhope Parks & Rec —A Sunset Pointe at ( Fly Creek Marina y Page 95 of 799 C1.1 GENERAL NOTES 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 GENERAL CONSTRUCTION NOTES: 1.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS OF THE SITE TO VERIFY ALL CHARACTERISTICS THAT ARE PRESENT. HE/SHE SHALL UNDERSTAND THE DEMOLITION AREA(S) AND THE REQUIREMENTS FOR REMOVAL FOR ITEMS SUCH AS BUT NOT LIMITED TO: PAVEMENT, SURFACE STRUCTURES, VEGETATION, TREES, UTILITIES (ABOVE & BELOW GROUND), DRAINAGE OUTFALLS, ETC. VERIFICATION OF LOCATIONS AND ELEVATIONS OF EXISTING DRAINAGE AND UTILITIES (WATER, SEWER, POWER, TELEPHONE, CABLE, GAS, ETC.) AND ALL POINTS OF PROPOSED CONNECTIONS SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CONSTRUCTION. POTENTIAL CONFLICTS BETWEEN EXISTING AND PROPOSED FEATURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES IN THESE CONSTRUCTION PLANS ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION. PRIOR TO THE START OF ANY CONSTRUCTION IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ALL PROTECTION OR RELOCATION TO THESE UTILITIES WITH OWNER OF THE UTILITY. CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER DISCOVERED, SHOWN ON THE PLANS, OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO CONTRACTOR BY THE PROTECTION OR RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO ADDITIONAL COMPENSATION ALLOWED. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN AND MAKE VERIFIED BIDS. IF ANY DISCREPANCIES IN QUANTITIES ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD. 2.CONTRACTOR IS RESPONSIBLE FOR REPAIRS AND RESTORATION OF ANY PRIVATE OR PUBLIC PROPERTY AFFECTED BY CONSTRUCTION WORK. AT NO ADDITIONAL COST CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PROPERTY TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY CONTRACTOR. CONTRACTOR SHALL UTILIZE A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE TO LOCATE AND FLAG ALL PROPERTY CORNERS THREE (3) TIMES, PRIOR TO CONSTRUCTION AND FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO HAVE PROPERTY CORNERS THAT HAVE BEEN LOST DURING CONSTRUCTION REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE. ALL (P.R.M'S) IRONS AND MONUMENTS SHOWN ON THE PLANS OR FOUND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PRESERVED AND PROTECTED. IF PROTECTED IRONS AND MONUMENTS ARE DESTROYED OR UNDER IMMEDIATE THREAT DURING CONSTRUCTION, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 3.CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, REPORTS, AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR READING, UNDERSTANDING, AND OBTAINING CLARIFICATIONS FOR ALL DRAWINGS, REPORTS, PERMITS, AND APPROVAL CONDITIONS. CONTRACTOR IS ALSO RESPONSIBLE FOR COMPLYING WITH LOCAL AHJ REQUIREMENTS TO DEPICT, DOCUMENT, AND CERTIFY FIELD CHANGES MADE, AND AT OWNER'S OR ENGINEER'S REQUEST, CONTRACTOR SHALL PROVIDE APPROPRIATE DOCUMENTATION THAT ALL PERMIT REQUIREMENTS HAVE BEEN ADHERED TO. 4.CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH APPLICABLE AHJ'S A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 5.CONTRACTOR SHALL SOD ALL DISTURBED AREAS UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLANS. SODDING INSTALLATION SHALL MEET OR EXCEED THE LANDSCAPE PLAN AND/OR AHJ SPECIFICATIONS. ALL SOD IS TO BE MAINTAINED AND IRRIGATED BY CONTRACTOR UNTIL DEEMED ACCEPTED BY OWNER, REGULATORY AGENCIES, AND ENGINEER OF RECORD. ANY WASHOUTS, REGRADING, RESODDING, VEGETATIVE RE-ESTABLISHMENT WORK, AND OTHER REQUIRED SITE STABILIZATION WILL BE PERFORMED AT NO ADDITIONAL COST BY CONTRACTOR UNTIL THE STABILIZED SITE IS ACCEPTED BY THESE PERSONNEL IN WRITING. 6.CONTRACTOR TO PROVIDE THE REQUIRED AND APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURES FOR THE CONSTRUCTION SITE AND POINTS OF STORMWATER DISCHARGE DURING ALL CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENTATION PROTECTIONS ARE TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED WITH GRASS, LANDSCAPING BEDS, OR SUITABLE PERMANENT EROSION PROTECTION TREATMENT. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH APPROVED STORMWATER POLLUTION PREVENTION AND EROSION CONTROL PLANS. 7.CONTRACTOR SHALL COMPLY WITH AND ENFORCE ALL WORK SITE SAFETY REGULATIONS AND BEST PRACTICES TO PROTECT THE PUBLIC AND CONSTRUCTION WORKERS DURING CONSTRUCTION AND MAINTENANCE OF THIS CONSTRUCTION SITE. THESE DRAWINGS DO NOT INCLUDE INSTRUCTIONS TO CONTRACTOR REGARDING SAFETY. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING INSTALLED. 9.CONTRACTOR SHALL MAINTAIN ANY REQUIRED ACCESS TO ADJACENT PROPERTIES. 10.OWNER SHALL ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS REQUIRED FOR PRIVATE WORK RELATED TO THE PROJECT. NO WORK WILL BE PERFORMED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION OF THE AFFECTED PROPERTY OWNER. 11.CONTRACTOR SHALL COORDINATE MOBILIZATION AND ALL CONSTRUCTION ACTIVITIES WITH OWNER. 12.CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH, AND IN ACCORDANCE WITH, REGULATIONS AND WRITTEN PERMISSIONS OF THE AUTHORITIES CONCERNED. 13.SIGNS AND TRAFFIC CONTROL DEVICES TO FOLLOW THE GUIDELINES OF THE MUTCD AND/OR LOCAL AHJ. 14.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER IN THE EVENT THERE ARE DISCREPANCIES DETERMINED BETWEEN PLANS. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC CONTROL PLAN (TCP) IF REQUIRED FOR ANY CONSTRUCTION ACTIVITIES LOCATED WITHIN PUBLIC RIGHT-OF-WAY. SITE NOTES: 1.ASPHALT CONCRETE SURFACE AND BASE COURSE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS DETAILED IN THE PLANS, GEOTECH REPORT, OR AS SPECIFIED BY THE STATE OR LOCAL JURISDICTION, WHICHEVER IS MOST STRINGENT. 2.CONTRACTOR SHALL UTILIZE AN INDEPENDENT TESTING LABORATORY, SELECTED AND PAID FOR BY CONTRACTOR, AND APPROVED BY OWNER AND ENGINEER, TO PERFORM CONSTRUCTION TESTING OF SOIL COMPACTION, IN-PLACE ASPHALT COURSES, AND CONCRETE STRENGTH FOR COMPLIANCE WITH SPECIFICATIONS. REQUIREMENTS FOR THICKNESS AND SURFACE SMOOTHNESS AS SPECIFIED IN THE PLANS. 3.CURBS MUST BE CAULKED BEFORE BACKFILLING AND STREET PAVING ACCORDING TO AHJ SPECIFICATIONS. THAT ARE ACCEPTABLE TO THE AHJ. 4.CONCRETE PIPE SHALL MEET LOCAL JURISDICTION OR DOT SPECIFICATIONS. NO DAMAGED OR REPAIRED PIPE IS ALLOWED. 5.CONCRETE PAVING AND STRUCTURES SHALL CONFORM TO PLANS AND LOCAL AHJ SPECIFICATIONS. DISCREPANCIES IN SPECIFICATIONS SHALL BE RESOLVED BY USING THE MOST STRINGENT SPECIFICATIONS. DEMOLITION NOTES: 1.CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES FOR REMOVALS AND RELOCATIONS OF THE RESPECTIVE UTILITIES AS NOTED ON THE PLANS. CONTRACTOR SHALL VERIFY THAT ALL WORK COMPLETED BY UTILITY COMPANIES IS CONSISTENT WITH THE PLANS AND SHALL NOTIFY OWNER AND ENGINEER OF RECORD IF NOT. 2.CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER DISPOSAL OF MATERIALS RESULTING FROM CONSTRUCTION, CONSISTENT WITH PLAN APPROVAL CONDITIONS, AND AS REQUIRED BY THE AHJ. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICE LINES REQUIRED TO BE ACTIVE DURING CONSTRUCTION, ABOVE AND BELOW GROUND, ARE MAINTAINED AND OPERATIONAL THROUGHOUT THE DURATION OF CONSTRUCTION. 4.CONTRACTOR SHALL ENSURE THAT APPURTENANCES NOTED TO BE REMOVED, ARE REMOVED IN THEIR COMPLETENESS, UP TO AND INCLUDING THE ABOVE GROUND AND BELOW GROUND APPURTENANCES, POLES, STRUCTURES, BOXES, PIPING, ENCASEMENTS, OR WIRING AS DIRECTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR CLARIFYING LIMITS OF DEMOLITION WITH OWNER AND ENGINEER OF RECORD. 5.CONTRACTOR SHALL BACKFILL EXCAVATIONS RESULTING FROM DEMOLITION WORK THAT MEETS OR EXCEEDS THE REQUIREMENTS FOR FILL OUTLINED IN THE PROJECT GEOTECHNICAL REPORT. 6.CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER REMOVAL AND ABATEMENT OF ASBESTOS AND ALL OTHER HAZARDOUS MATERIALS. CONTRACTOR SHALL REMOVE, ABATE, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. PAVING, GRADING AND DRAINAGE NOTES: 1.THE CONSTRUCTION AREA SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL AND ORGANIC MATTER FROM AREAS TO BE OCCUPIED BY BUILDING AND PAVEMENT. TOPSOIL FOR REPLACEMENT ON SLOPES MAY BE STOCKPILED ON SITE WITH APPLICATION OF REQUIRED EROSION CONTROLS. 2.AREAS TO RECEIVE FILL SHALL BE SCARIFIED AND THE TOP 8 INCH DEPTH COMPACTED TO 95% STANDARD PROCTOR OF THE MAXIMUM LABORATORY DENSITY OR IN ACCORDANCE WITH GEOTECH REPORT. UNSUITABLE AREAS SHALL BE UNDERCUT AND REPLACED WITH SUITABLE MATERIAL BEFORE FILL MATERIAL CAN BE APPLIED. IN AREAS OF EXCAVATION, IF UNSUITABLE SOILS ARE ENCOUNTERED, A QUALIFIED GEOTECHNICAL ENGINEER SHALL RECOMMEND TO OWNER AND CONTRACTOR ON THE METHODS OF UNDERCUTTING AND REPLACEMENT OF PROPERLY COMPACTED, APPROVED FILL MATERIAL. PROOF-ROLLING AND UNDERCUTTING SHALL BE PERFORMED DURING A SUFFICIENT DURATION OF DRY WEATHER. 3.OFF-SITE FILL MATERIAL SHALL BE SUITABLE AND MEET OR EXCEED THE REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT AND SHALL BE FREE FROM UNSUITABLE MATERIAL. 4.AREAS THAT ARE CUT TO SUBGRADE LEVELS SHALL BE PROOF-ROLLED TO DETECT UNSUITABLE SOILS. CUT AREAS ARE TO BE SCARIFIED AND RECOMPACTED TO 95% STANDARD PROCTOR AND TESTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF BASE MATERIAL. 5.CONTRACTOR SHALL TEMPORARILY STABILIZE GRADED AND OTHERWISE DISTURBED AREAS WITHIN 15 DAYS, OR WITHIN TIMEFRAMES SET BY THE AHJ, WHICHEVER IS MORE STRINGENT, AFTER GRADING OR DISTURBANCE ACTIVITY HAS CEASED IN THAT AREA. 6.STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE GROUTED TO ENSURE ALL CONNECTIONS AT STRUCTURES ARE WATER TIGHT. 7.SOIL STOCK PILES OF IMPORTED FILL SHALL BE LIMITED TO 10 FOOT VERTICAL HEIGHT UNLESS APPROVED BY ENGINEER OF RECORD. CONTRACTOR SHALL PROVIDE A REQUEST FOR SUCH STOCK PILES WITH INFORMATION DEMONSTRATING PROPOSED SLOPE STABILITY, ADEQUATE EROSION CONTROLS, AND DRAINAGE CONTROLS. 8.CONTRACTOR SHALL PLACE EXPANSION JOINTS BETWEEN CONCRETE PAVING TRANSITIONS. 9.CONTRACTOR TO PROVIDE 45° CHAMFERED SHAPE AT CORNERS OF CONCRETE PAVING TO INCLUDE CONTROL JOINTS AT TRANSITIONS TO ABUTTING PAVEMENTS, UNLESS OTHERWISE SPECIFIED ON PLAN DETAILS - SEE DETAILS. 10.CONTRACTOR SHALL SUBMIT FOR APPROVAL TO ENGINEER OF RECORD, SHOP DRAWINGS ON ALL PROPOSED PRECAST AND MANUFACTURED STRUCTURES. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY CONTRACTOR SIGNATURE PRIOR TO SUBMITTAL TO ENGINEER OF RECORD FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11.PROPOSED DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 12.PIPE LENGTHS SHOWN ARE THE MINIMUM REQUIRED TO THE INSIDE FACE OF THE DRAINAGE STRUCTURE OR END OF MITERED END SECTION. 13.CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL FLUSH EXISTING AND PROPOSED ONSITE STORM DRAIN PIPES AND STRUCTURES WITHIN WORK AREAS AS NEEDED DURING CONSTRUCTION TO PREVENT DEBRIS ACCUMULATION AND BLOCKAGE. DRAINAGE INFRASTRUCTURE IS TO BE CLEAR OF DEBRIS PRIOR TO CONTRACTOR'S REQUEST FOR ENGINEER'S FINAL INSPECTION DEBRIS FROM FLUSHING IS TO BE CAPTURED, COLLECTED, AND REMOVED FROM SITE TO BE DISPOSED IN A PERMITTED AND APPROVED LOCATION. CONTRACTOR SHALL PUMP DRAINAGE SYSTEM DRY FOR FINAL INSPECTION ACCORDING TO AHJ REQUIREMENTS. 14.CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) OR THE ARCHITECTURAL BARRIERS ACT (ABA) AS APPLICABLE TO THE PROJECT. HANDICAP ACCESSIBLE SIDEWALK RAMPS SHALL BE CONSTRUCTED PER PLAN AND LOCAL AHJ STANDARDS. 15.DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, AS DIRECTED BY ENGINEER OF RECORD, OR AS DESCRIBED BY THE PROJECT SOIL TESTING COMPANY, WITH OWNER APPROVAL. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE TO A PERMITTED AND APPROVED LOCATION, AND SUCH EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 16.CONTRACTOR IS TO PROVIDE A ½” BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE TO ANY BUILDING, STRUCTURE, OR UTILITY SERVICE PAD. 17.GREEN OPEN SPACE ELEVATIONS SHOWN ARE TO TOP OF SOD WITH ASSUMED 2” SOD THICKNESS. CONTRACTOR IS THEREFORE TO PREPARE SODDED AREAS TO A GRADE 2" BELOW OVERLAND FINISHED GRADES AND 2” BELOW ABUTTING PAVEMENT AND CURBING EDGES BEFORE LAYING SOD OR INSTALLING LANDSCAPED MULCH BEDS. ALL AREAS TO BE GRADED AND SODDED MUST DRAIN WITHOUT ANY PONDING. CONTRACTOR WILL BE REQUIRED TO REGRADE AND RESOD ANY AREAS WHICH ARE PONDING OR DO NOT ACHIEVE POSITIVE DRAINAGE. 18.CONTRACTOR IS REQUIRED TO ADJUST SURFACE COVERS (VALVE COVERS, HANDHOLE BOXES, METER PITS, MANHOLE RIMS, ETC.) AS NECESSARY TO MATCH FINISHED GRADE SMOOTH IN LINE AND GRADE. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND LOCAL AHJ REQUIREMENTS. 19.BACKFILL MATERIAL SHALL BE COMPACTED TO THE PLANS AND PROJECT GEOTECHNICAL SPECIFICATIONS AROUND PIPES IN 6" LIFTS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP AND ONE FOOT BELOW BOTTOM OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE FILLED IN 12” MAXIMUM LIFTS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99, MODIFIED PROCTOR. OTHER AREAS TO BE FILLED SHALL ADHERE TO GEOTECHNICAL REQUIREMENTS ON IMPORTED FILL. 20.DRAINAGE AND UTILITY LINE CLEAN OUT ACCESS PORTS IN HARDSCAPE AREAS SHALL HAVE HEAVY DUTY ADA COMPLIANT RIMS, LIDS, AND COVERS SET FLUSH WITH ADJACENT GRADES; LIDS IN NON-HARDSCAPE LANDSCAPED AREAS SHALL BE PLACED IN A 2'X2' SQUARE 4" THK. CONCRETE PAD. 21.CONTRACTOR SHALL COMPACT PERIMETER BERMS AND POND EMBANKMENTS THAT WILL SUPPORT STRUCTURES TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY (MODIFIED PROCTOR) UNLESS OTHERWISE SPECIFIED BY ARCHITECT OR GEOTECHNICAL ENGINEER. FOR ALL OTHER AREAS, CONTRACTOR SHALL COMPACT BERMS AND EMBANKMENTS TO 90 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) IN ACCORDANCE WITH ASTM D1557. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED GEOTECHNICAL TEST REPORTS CERTIFYING THAT PLACED EMBANKMENTS ARE COMPACTED TO THE FULL DEPTH OF FILL. 22.SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE PLANS, THE FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR MUTCD OF THE AHJ AS APPLICABLE. ONSITE PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT MEETING PROJECT SPECIFICATIONS AND LOCAL AHJ REQUIREMENTS UNLESS OTHERWISE NOTED. HANDICAP ACCESSIBLE REQUIREMENTS FOR SIGNAGE AND STRIPING WILL BE PER THE LATEST ADA/ABA CRITERIA USING THE APPROPRIATE TRAFFIC PAINT COLORS UTILITY NOTES: 1.UNLESS OTHERWISE NOTED, UTILITY RELATED CONSTRUCTION, MATERIALS, TESTING AND RECORD KEEPING SHALL CONFORM TO ALL APPLICABLE AHJ STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS TO CONTACT THE UTILITY COMPANY AND ENGINEER OF RECORD TO ARRANGE AND SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION. 3.FOR GRAPHIC CLARITY, NOT ALL FITTINGS ARE DEPICTED ON THE PLANS. THE UTILITY LINE ALIGNMENTS AND CONFIGURATIONS ARE SHOWN FOR LOCATION AND SIZE. PROPOSED WATERMAIN AND SEWER FORCEMAIN FITTINGS ARE SHOWN AT SIGNIFICANT BENDS IN MAINS. ADDITIONAL FITTINGS MAY BE REQUIRED TO BEND MAINS AS SHOWN. ADDITIONAL FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE INSTALLATION OF MAINS AND NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL FITTINGS. CONTRACTOR MAY DEFLECT PROPOSED MAINS TO ROUTE PIPES AS SHOWN, HOWEVER NO DEFLECTIONS SHALL EXCEED THE ALLOWABLE DEFLECTION LIMITS SET FORTH BY PIPE MANUFACTURERS 4.UTILITY PIPE LENGTHS, NOT DRAINAGE, ARE APPROXIMATE AND ARE MEASURED CENTER TO CENTER. 5.CLEAN-OUTS AND VALVE COVERS SHALL BE OF HEAVY DUTY TYPE CASTINGS AND CONSTRUCTION WHEN LOCATED IN PAVEMENTS SET IN A CONCRETE PAD OR COLLAR. COVERS SHALL BE SET FLUSH WITH SURROUNDING PAD OR COLLAR, AND PAD OR COLLAR SET FLUSH WITH FINISHED GRADE. 6.SHOP DRAWINGS FOR WATER AND SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 7.IF CONTRACTOR CHOOSES TO IMPLEMENT APPURTENANCES OR TECHNIQUES SUCH AS TRENCH BOXES, SHEET PILING, DEWATERING, FLATTEN TRENCH SLOPES, ETC. TO FACILITATE CONSTRUCTION, THESE ITEMS SHALL BE INCORPORATED INTO THE BASE BID COST FOR EACH ITEM SUCH THAT NO ADDITIONAL COMPENSATION WILL BE PAID BY OWNER. 8.CONTRACTOR IS REQUIRED TO ADJUST EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADES. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND AHJ SPECIFICATIONS. 9.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, ATTACH PIPE TO, CONNECT HOSE TO OR TAP WATER SUPPLIES FOR CONSTRUCTION UNLESS DULY AUTHORIZED TO DO SO BY THE AHJ AND WITH WRITTEN PERMISSION FROM THE WATER SUPPLY OWNER. CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF WATER SERVICE TO THE PUBLIC, OR TO PRIVATE WATER SUPPLY OWNERS. HFA AND OWNER ARE TO BE HELD HARMLESS. 10.CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR ALL TRENCHING, BACKFILLING AND PIPE LAYING 11.CONTRACTOR SHALL ENSURE THAT CONSTRUCTED UTILITIES ARE VERIFIED INSTALLED, INSPECTED, AND TESTED PER AHJ REQUIREMENTS. 12.CONTRACTOR SHALL MAINTAIN MINIMUM HORIZONTAL AND VERTICAL SEPARATIONS BETWEEN WATER SEWER, DRAINAGE, ELECTRICAL, GAS, CONDUITS, WIRES AND ANY OTHER UNDERGROUND UTILITIES AS DEPICTED IN PLANS OR DISCOVERED, PER UTILITY OWNER AND AHJ REQUIREMENTS. 13.CONTRACTOR SHALL COORDINATE LOCATION AND MARKING OF EXISTING WIRES AND CONDUITS WITH UTILITY PROVIDERS AND SHALL COORDINATE CONSTRUCTION OF PROPOSED WIRES AND CONDUITS. 14.WATERMAIN AND SEWER FORCEMAIN BENDS AND FITTINGS SHALL BE CONSTRUCTED WITH RESTRAINED JOINTS, THRUST BLOCKING OR APPROVED EQUAL PER AHJ SPECIFICATIONS 15.EACH GOVERNING AHJ SHALL BE NOTIFIED NO LESS THAN 48 HOURS PRIOR TO THE INSTALLATION OF PUBLIC UTILITIES, INFRASTRUCTURE, ROADWAY, ETC. TESTING SHALL BE COORDINATED BY CONTRACTOR WITH THE AHJ, AND CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF UTILITY ACCEPTANCES BY AHJ. 16.CONTRACTOR SHALL INSTALL OVERHEAD UTILITIES TO MEET OR EXCEED REQUIRED AHJ CLEARANCE HEIGHTS ABOVE FINISHED GRADE. IF CONSTRUCTED CLEARANCE IS LESS THAN 16.5', OR LESS THAN REQUIRED AHJ CLEARANCE, CONTRACTOR SHALL CONTACT UTILITY, OWNER, AND ENGINEER OF RECORD. HFA IS NOT RESPONSIBLE FOR ANY DAMAGE TO OVERHEAD UTILITIES. 17.CONTRACTOR IS RESPONSIBLE FOR UTILITY COORDINATION NOTIFICATION, AND SCHEDULING OF ALL PARTIES FOR CONSTRUCTION, TESTING, INSPECTION AND CERTIFICATION. 18.CONTRACTOR SHALL NOTIFY AND DOCUMENT NOTIFICATION TO UTILITY OWNERS AND AGENCIES NOT LESS THAN (2) FULL BUSINESS DAYS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION. UTILITY OWNERS AND AGENCIES ARE LISTED ON THE COVER SHEET. NOTICE OF INTENT TO START CONSTRUCTION SHALL ALSO BE SENT TO ALL AVAILABLE INTER-AGENCY NOTIFICATION SYSTEMS THAT MAY EXIST, SUCH AS 811 ONE-CALL, MISS UTILITY, DIG SAFE, ETC. HFA AND OWNER ARE NOT RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIES. EROSION CONTROL NOTES: 1.WASH WATER FROM CLEANING CONCRETE TRUCKS, CONSTRUCTION VEHICLES, CONSTRUCTION EQUIPMENT, ETC. SHALL BE COLLECTED, DETAINED AND PROPERLY TREATED OR DISPOSED ACCORDING TO AHJ DETAILS AND SPECIFICATIONS. 2.CONTRACTOR SHALL DEFINE AND DEPICT PLAN SHEET LAYOUTS OF ONSITE AND OFFSITE AREAS FOR THE TEMPORARY PARKING AND STORAGE AREAS, EQUIPMENT FUELING, MAINTENANCE AND CLEANING AREAS, AND AREAS FOR PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. 3.CONTRACTOR WILL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS NECESSARY TO MAINTAIN AHJ STANDARDS FOR STORMWATER RUNOFF AS THE PROJECT PROGRESSES AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4.CONTRACTOR SHALL INSPECT, REPAIR, ADJUST, AND ADD EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION AS NECESSARY TO MAINTAIN EFFECTIVE EROSION CONTROLS FOR ALL POINTS OF DISCHARGE 5.CONTRACTOR SHALL VERIFY TEMPORARY STABILIZATIONS ARE EFFECTIVE AT THE END OF EACH WORKING DAY. THIS INCLUDES MAINTENANCE AND REPAIR OF PERIMETER CONTROLS, BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 6.WHEN TEMPORARILY STABILIZATION IS REQUIRED, AFTER 15-DAYS OF INACTIVITY, AND WHEN TRANSITIONING TO PERMANENT STABILIZATION, CONTRACTOR SHALL PROVIDE COMPLETE AND UNIFORM STABILIZATION COVERAGE THAT MINIMIZES EROSION AND SEDIMENT-LADEN RUNOFF ACCORDING TO THE FOLLOWING, OR AS SPECIFIED BY THE AHJ: A.ZERO TO 10% SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF SEEDING AND MULCHING. PERMANENT STABILIZATION IS WITH SOD. B.10:1 UP TO 4:1 SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF HYDRO-SEEDING WITH MULCH AND FERTILIZER, SOD, OR GROUNDCOVER. PERMANENT STABILIZATION IS WITH SOD. C.4:1 TO 3:1 GRADE: THE TEMPORARY SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO-SEEDED WITH MULCH AND FERTILIZER. PERMANENT STABILIZATION IS WITH STAKED SOD, OR GROUNDCOVER PLANTINGS IN ACCORDANCE WITH THE LANDSCAPING PLAN. D.GREATER THAN 3:1 GRADE: ANY TEMPORARY GRADES GREATER THAN 3:1 SHOULD NOT BE LEFT DENUDED OR UNSTABILIZED FOR MORE THAN 15 DAYS, SHOULD BE INSTEAD BROUGHT TO FINISHED GRADE WITH COMPACTION AS EARLY AS FEASIBLE, AND STABILIZED WITH ONE OF FOLLOWING, AS APPROVED BY ENGINEER OF RECORD: 1.TURF REINFORCEMENT MATTING; CRIBBING WITH LANDSCAPE FABRIC; TERRACING WITH GROUNDCOVER; RIPRAP; STAKED SOD (UP TO 2:1 SLOPE). IF CRIBBING, TERRACING, OR RIPRAP IS USED, THE SLOPE'S STABILITY AND RESISTANCE TO EROSION MUST BE EQUIVALENT TO OR BETTER THAN ITS PREDEVELOPMENT STATE. 2.RETAINING WALL PER APPROVED PLANS. 7.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WHERE DRY CONDITIONS GENERATE NUISANCE AIRBORNE DUST TRANSPORTING OFF THE SITE. IN SUCH CONDITIONS, CONTRACTOR SHALL DEVELOP A PLAN FOR SPRAYING WATER AS DUST CONTROL OR EMPLOY OTHER METHODS CONSISTENT WITH THE SWPPP. 8.A STABILIZED STONE CONSTRUCTION ENTRANCE/EXIT IS REQUIRED ON CONSTRUCTION SITES. EACH CONSTRUCTION ENTRANCE/EXIT MUST BE ACCORDING TO AHJ DETAILS AND SPECIFICATIONS, OR AT LEAST 20' WIDE BY 50' LONG BY 6” THICK LAYER OF STONE (MINIMUM AVERAGE STONE DIAMETER OF 3”) STABILIZED BY HEAVY DUTY GEOTEXTILE FABRIC UNDERLAYMENT. IF THE TEMPORARY CONSTRUCTION ENTRANCE/EXIT IS AT AN EXISTING CURB, TEMPORARY WOODEN RAMPS ARE ACCEPTABLE, BUT LOOSE MATERIAL SUCH AS FILL DIRT OR GRAVEL SHALL NOT BE USED TO RAMP UP FROM THE STREET. 9.CONTRACTOR IS RESPONSIBLE FOR MINIMIZING DEBRIS, MUD AND SOIL IN THE PUBLIC WAY AND SHALL IMMEDIATELY CLEAN SUCH DEBRIS TRACKED ONTO PUBLIC STREETS FROM THE CONSTRUCTION SITE VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE STORM DRAINAGE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROTECTING STORM DRAINAGE SYSTEMS DOWNSTREAM OF A DEVELOPMENT SITE FROM DEBRIS, MUD, OR SOIL USING ADDITIONAL INLET PROTECTION METHODS AT INLETS RECEIVING DIRECT RUNOFF, IF NOT DEPICTED ON THE PLANS. 10.THE PROPERTY OWNER OR CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS AND STUBS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION. 11.CONTRACTOR IS RESPONSIBLE FOR KEEPING WEATHER, INSPECTION, AND REPAIR RECORDS OF EROSION CONTROLS ONSITE AT ALL TIMES TO COMPLY WITH NOTICES OF INTENT (NOIS) AND SWPPP REQUIREMENTS THROUGHOUT CONSTRUCTION. HFA HFA-AE , LTD. (2) A 2 A 7YCENSeO ★* ©0,‘P,"GiNESg %,8/7DAVWS8 No. 52179 PROFESSIONAL A A A A A Page 96 of 799 C1.2 ALDOT NOTES 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 Permit General Notes: 1.All meters shall be installed off of ALDOT Right-of-Way. 2.All manholes, valve boxes, and hand holes should be flush with existing ground. 3.Applicant shall contact the District Administrator 48 hours prior to beginning work on ALDOT Right-of-Way. The District Administrators are as follows: Area- 9 (91)Mobile County – David A. Hollowell, (251) 470-8219 (92)Baldwin County – Jason Shaw, P.E. (251) 937-2086 (93)Escambia and Conecuh Counties – Tammy W. Evers, (251) 578-7546 4.The Engineer of Record shall promptly write an As-Built Certification letter to the District Administrator requesting an inspection upon completion of the permitted work. Any punch list items shall be completed prior to Provisional Acceptance of work. 5.Bonds submitted for permits shall be held for a (1) one-year Maintenance Period which begins on the Provisional Acceptance date issued by the Department. During this time any failures, deficiencies, or maintenance care shall be the responsibility of the applicant. At the end of the Maintenance Period the applicant or Engineer of Record shall submit a bond release request letter to the District Administrator, bonds are not released without request. 6.All traffic control shall be in accordance with Part 6 of the Manual on Uniform Traffic Control Devices (MUTCD) 2009 edition. (If project necessitates lane closure, lane closure must be made part of the permit.) 7.Onsite Representatives & Contact Information: Mike Tierney - mtierney@transcendentbrandco.com - 508-561-4903 8.Onsite representatives will have on hand, at all times: (1)Approved permit and plans stamped by the Region Engineer (2)Traffic Control Plans (3)Erosion Control Plans 9.All disturbed areas on ROW shall receive 4” of topsoil and be sodded or seeded as directed by the Department. 10.All work on the ROW will be in conformance with the latest edition of ALDOT Standard Specifications. 11.Electric power and communication facilities will conform to the current applicable National Electrical Safety Code. 12.A Best Management Plan shall at minimum return all exposed areas to original or better condition and require stand of grass and/or sod before acceptance. Silt fence and any other erosion control items needed shall be used to prevent erosion. (NO HAYBALES ARE ALLOWED IN ROW) 13.All trees over 4” DBH shall not be cut/removed without written permission from ALDOT. 14.Absolutely no bore pits shall be allowed to be unfilled and/or uncovered overnight unless protected. (Bore pits have a maximum of 72 hours to be open before filled.) 15.Upon completion & any time thereafter, ALDOT retains the right to request an As-Built plan of any permitted work in said department’s Rights-of-Way (ROW). 16.WARNING: Do not disturb Survey Markers located on ALDOT Right-of-Way. Any property markers disturbed during construction shall be re-established by an Alabama licensed professional land surveyor at the expense of the permit applicant. 17.The total area to be disturbed during construction of this permit: 1.0 acre(s).(On & Off ROW combined). 18.Water lines shall conform to the currently applicable standards of the American Water Works Association. 19.Pressure pipelines shall conform to the currently applicable sections of American National Standards Institute (ANSI). 20.As required by Alabama Act 94-487: Call two working days before excavation 1-800-292-8525, Alabama Line Location Center, Inc. 21.All existing utility facilities in the proposed work area shall be physically located both horizontally and vertically. a.The utility facilities in work area are represented to the best of my knowledge, according to locates provided by 811 and individual due diligence. Engineer Initials GDS b.811 Ticket # _______TBD________________________________ 22.Any ornamental vegetative landscaping (shrubs, flowers, ornamental grass, etc.) disturbed during construction shall be replaced, transplanted, or sodded by the applicant as directed by the Alabama Department of Transportation District A dministrator. 23.All fill material or onsite debris deposited in the right-of-way shall be removed prior to issuance of final acceptance to begin the one-year maintenance period of the permit contract. 24.The applicant shall see that all solid waste (I.E., wood, stumps, etc.) is disposed of in accordance with applicable regulations of the Alabama Department of Environmental Management (ADEM). 25.Property obstructions which are to remain in place, such as historical structures, trees, drains, water or gas pipes, poles, wall, etc., are not to be disturbed unless noted and approved by SHPO, ALDOT, ADEM, EPA, etc. 26.The applicant is responsible to see that streets are cleaned immediately after concrete or other delivery trucks leave the site. Mud and debris are to be kept off streets, and out of inlets, ditches, etc. 27.Fuel tanks shall not be stored on the right-of-way overnight. Vehicles transporting fuel, chemicals, fertilizers, etc. onto right-of-way shall not be left unattended. 28.The applicant or Engineer of Record shall promptly notify ALDOT of any perceived conflicts, ambiguous items or deficiencies in the plans, specifications, general notes, or related contract documents. 29.For work within Interstate ROW, all ingress and egress to worksite shall be from applicant’s property. No access shall be gained from the Interstate ROW. Equipment and materials shall not be stored on Interstate ROW. 30.Milepost(s) 2.184 Speed Limit 55 MPH 31.Is drainage/ runoff from this site directed onto state ROW? (circle) YES or NO Engineer Initials ___GDS_______ 32.Are utility, signal or light pole, related conflicts present or are any relocations required for this project to be constructed as proposed in these plans? (circle) YES or NO Engineer Initials _____GDS______ 33.Minimum cover over utilities shall be maintained upon completion of work. YES or NO Engineer Initials ______GDS______ 34.The legal permit applicant is held responsible and liable for all damages, actions, or responsibilities of their appointed contractors, assigns, or appointees. Brew Horizons, LLC ____________________________________________ APPLICANT NAME mtierney@brew-horizons.com ____________________________________________ APPLICANT EMAIL ADDRESS 508-561-4903 ____________________________________________ APPLICANT PHONE NUMBER 2000 West Park Drive, Suite 130 Westborough, MA 01581 ____________________________________________ APPLICANT MAILING ADDRESS 2000 West Park Drive, Suite 130 Westborough, MA 01581 ____________________________________________ MAILING ADDRESS FOR APPROVED PERMIT _____11/21/2025 _ DATE __________GARRETT D. SMALL, PE______________ ENGINEER OF RECORD 479-360-6267 ____________________________________________ ENGINEER’S PHONE NUMBER garrett.small@hfa-ae.com ___________________________________________ ENGINEER’S EMAIL ADDRESS HFA HFA-AE , LTD. o oo (2) A A ★* S AA A △ A A A “"BA" SSSineS %,/rDAvV® Page 97 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E L/SL/S LOT 6 LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' GRASS GRASS GRASS GRASS GRASS N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF DEMOLISH EXISTING SIDEWALK. SAWCUT AT LIMITS OF SIDEWALK DEMO REFER TO THE GRADING PLAN IN THIS SET. EXISTING STORM DRAIN LINE TO BE PROTECTED UTILITY POLE AND OVERHEAD LINES TO BE PROTECTED AND MAINTAINED (TYP). APPROXIMATE LOCATION OF JOBSITE TRAILER EXISTING WATER TAPS AND SERVICE LINES TO BE MAINTAINED AND PROTECTED. REFER TO UTILITY PLAN (TYP.) EXISTING CURB CUT TO BE PROTECTED. REFER TO EROSION CONTROL PLAN (TYP.) CATCH BASIN TO BE PROTECTED AND MAINTAINED LIMIT OF STANDARD CURB AND GUTTER DEMOLITION. CLEAN, SAWCUT AT EXISTING EOP. REFER TO GEOTECHNICAL REPORT FOR BUILDING DEMOLITION AND BUILDING PAD PREPARATION PROVISIONS PROTECT ALL EXISTING ONSITE LANDSCAPE PLANTINGS (TYP.) REFER TO GEOTECHNICAL REPORT PRIOR TO START OF DEMOLITION CLEAN SAWCUT AT EOP. DEMOLISH 50 LF CURB STORM JUNCTION BOX TO BE PROTECTED AND MAINTAINED DEMOLISH 50 LF SIDEWALK LIMIT OF CURB DEMOLITION MAINTAIN CURBING ON THIS SIDE OF SIDWALK CLEAN SAWCUT AT EOP. 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 113 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 11 6 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C2.0 EXISTING CONDITIONS AND DEMO PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M PROPOSED LEGEND 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPERTY LINE LIMIT OF WORK/LIMIT OF DISTURBANCE PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. TPF TREE PROTECTION BOUNDARY SHEET NOTES 1.REFER TO EROSION CONTROL DETAILS. 2.DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3.TOTAL LIMIT OF DISTURBANCE IS 45,094 SF (1.03 AC). 4.REFER TO EROSION CONTROL PLAN AND LANDSCAPE DETAILS FOR TREE PROTECTION MEASURES. CENSeO **/ ©0,C‘PG1 NES* '"^r DAVVS No. 52179 PROFESSIONAL $ YENs. © • / 1/ ,7!: //X S/ 'V/ j r “ la C) ()N JA8 I TI \ \ / //I /I /@\ /I I I . X r ZW □ ||| I / / I I ! I I /! \ ) / / | I I I I I I I n I / ! i/ / I | / / I i/ ' l II / / / I I ! / // II II I, I j /II ! I I / I107Bv / 'll II II I | V | II ll II A / / / -1. / I i AC I / I I I ----- 5 ° I J ©Il i () L! 4/ r & 1 - W / 4 Q £ i li i 1 X HFANHFA-AE , LTD. S A A A A A A I I il i l i ol d m x o ° 0 _ p I I Page 98 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 113 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 11 6 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 111 111 112 112 11 3 11 3 11 4 11 4 114 11 5 11 5 11 5 11 5 11 5 115 115 116 116 116 11 6 117 117 117 117 117 117 11 7 117 113 113113 114 115 115 11 611 6 116 116 116 11 6 116 11 6 116 116 116 116 11 6 116 116 11 6 11 6 116 116 116 117 117 SILT FENCE FINAL GRADES. REFER TO GRADING PLAN CONCRETE WASHOUT EROSION EELS SEDIMENT BARRIER FOR INLET PROTECTION (TYP.) CONSTRUCTION ENTRANCE (STABILIZED) DIRECTION OF RUNOFF (TYP). APPROXIMATE LOCATION OF LAYDOWN AREA SWPPP BOARD (AS REQUIRED) CONSTRUCTION TRAILER EROSION EELS AS SHOWN. DEPRESSIONS UTILIZED FOR SILT TRAPS ARE TO BE CLEANED AND MAINTAINED. CONTRACTOR TO REMOVE SOIL DEPOSITS FORMED DURING CONSTRUCTION, SCARIFY FINISHED GRADE, AND STABILIZE DEPRESSED AREA TO ENSURE LONG TERM FUNCTIONALITY OF STORMWATER LID FEATURES ACROSS THE SITE. PROTECTED CURBED INLET WITH EROSION EELS (TYP.) CURB CUT SEE GRADING PLAN (TYP.) C3.0 EROSION CONTROL PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 PROPOSED LEGEND SHEET NOTES 1.PRIOR TO REMOVAL OF EROSION CONTROLS SHOWN FOR PHASE 1, THE FOLLOWING CONDITIONS ARE TO BE MET: 1.1.LANDSCAPE AREAS TO BE SEEDED AND STABILIZED. 1.2.INSTALLATION OF PAVEMENT IS TO BE COMPLETED. 1.3.SILT TRAPS ARE INSPECTED, CLEANED, AND REPLACED AS REQUIRED TO MAINTAIN WORKING CONDITION. 1.4.BUILDING MATERIALS AND MISCELLANEOUS ONSITE MATERIALS HAVE BEEN REMOVED FROM THE SITE. 2.DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3.CONTRACTOR IS TO LEGALLY DISPOSE OF CONSTRUCTION ENTRANCE ONCE CONSTRUCTION IS COMPLETE. PROPERTY LINE SILT FENCESF STABILIZED LANDSCAPE AREAS FLOW ARROW PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. HFANHFA-AE , LTD. 4 // 1 / A (3II S A ) ATMFfQ \(11 \ C) , 1( / I II II'1 t1I fli7 i / // . !/// V7 ।/||(SroP)Y I ** ©0,‘PG1 NES* DAVVS/el D ।Vr— L.7 IW 7 11 / II II II I ll No. 52179 PROFESSIONAL I I i -/ t/ 'I de 1/ // / jl /II II / /1..... i c) 277 _i - N A A A A A / / I/ 0 / Ze-_Ct © CC JUA BA /” * VceNse, Page 99 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W G G G LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 LOT 1 LOT 3 18 10 ' U . E 21 16 16 15 '16 15' 16 22 22 22 22 22 22 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) 15' 16 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' 84' 10' 20' 67 ' 69 ' 117.3' LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSL GT NO PARKIN G 9 2 1 3 4 5 6 7 9 8 11 13 1012141516 NB I P Y TRANSITION TO AL-DOT TYPE M-4 CURB AL-DOT TYPE M-4 CURB TRANSITION TO AL-DOT TYPE M-4 CURB EXISTING SIDEWALK AND CURBING NEW CURBING ALONG EXISTING DRIVE AISLE MATCH CURB TO EXISTING START OF STRAIGHT CURB WAY FINDING SIGNAGE (8TYP. END OF STRAIGHT CURB START OF STRAIGHT CURB 138 LF STRAIGHT CURB END OF STRAIGHT CURB14 LF STRAIGHT CURB DETECTABLE WARNING STRIPS (TYP.) ALDOT AND ADA COMPLIANT CROSSWALK MARKINGS START OF STRAIGHT CURB END OF STRAIGHT CURB START INTEGRAL CURB 55 LF INTEGRAL CURB ADA RAMP 101 LF STRAIGHT CURB END OF STRAIGHT CURB START INTEGRAL CURB 25 LF INTEGRAL CURB END INTEGRAL CURB. TC TO MATCH BLDG FFE START CURB TAPER HD AC PAVEMENT TO MATCH FFE. SEE DETAILS. DO NOT ENTER SIGN FACING SITE ENTRANCE (MUTCD R5-1) (TYP.) (MUTCD R6-2R) RIGHT TURN ONLY STACK SPACE LENGTH MIN. 20FT (TYP.) EXISTING FIRE LANES WITHIN DRIVE AISLE ACCESS CONCRETE SIDEWALK ADA CONCRETE SIDEWALK (TYP.) TYPE II ADA RAMP IN SIDEWALK TYPE IV ADA RAMP IN SIDEWALK 504 LF STRAIGHT CURB SITE LIGHT POLES. REFER TO PHOTOMETRIC PLAN AND SITE ELECTRICAL PLAN BY OTHERS GRADE SIDEWALK TO BLDG FFE. SEE GRADING PLAN. PARKING SPACE DESIGNATED AS VAN ACCESSIBLE ADA PARKING AND SIGNAGE. SEE SITE DETAILS HEAVY DUTY ASPHALT CONCRETE (AC) PAVEMENT 7BREW DIRECTIONAL ARROW THERMOPLASTIC WHITE (TYP. UNLESS OTHERWISE NOTED) 4" THERMOPLASTIC LINE TO DELINEATE DRIVE-THRU FROM BY-PASS LANE DIRECTION TRAFFIC ARROW WITHIN SITE. STYLE TO MATCH BRAND SYMBOLOGY (TYP.) 4" THERMOPLASTIC BLUE (TYP.) 12" WIDE STOP BAR AND TEXT. WHITE THERMOPLASTIC (SEE PAVING PLAN FOR DIMENSIONS) (TYP.) BYPASS LANE. RED THERMOPLASTIC ARROW AND TEXT STRIPED AREA. THERMOPLASTIC SINGLE BLUE SOLID LINE 4" AT 45 DEG. AT 2'-0" O.C. MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION) TRASH ENCLOSURE. SCREENING REQUIRED BOLLARD (TYP.) SLIDING GLASS DOOR 240 SF COOLER 510 SF BUILDING STANDARD DUTY ASPHALT CONCRETE PAVEMENT START CURB TAPER STORMWATER MANAGEMENT AREA HEAVY DUTY CONCRETE PAVEMENT BUILDING SETBACK LINE LANDSCAPE SETBACK LINE 12" WHITE DO NOT ENTER STOP BAR AND TEXT 610 SF OF 1FT WIDE GORE STRIPING LOADING ZONE 48 LF STRAIGHT CURB ~285 LF MULTI-USE PATH (SIDEWALK). REFER TO SIDEWALK DETAIL FOR INSTALLATION. PROVIDE 4" DASHED PAINTED YELLOW STRIPING ON CENTER, AS SHOWN. TERMINATE MULTI-USE PATH INSTALLATION AT PROPERTY LINE TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS. NEW CURB RADIUS. TIE INTO EXISTING CURB ALONG DRIVE AISLE AND TAPER TO FG AROUND RADIUS. MAINTAIN EXISTING CURB. REPLACE CONCRETE SIDEWALK AS REQUIRED TO MAINTAIN ADA REQUIREMENTS. TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS. UTILIZE EXISTING DRAINAGE STRUCTURE WITHIN MULTI-USE PATH FOR UNIFORMITY. PROVIDE AN ISOLATION JOINT AND SET PATH FLUSH WITH STRUCTURE (AT GRADE) SEE LEGEND 12' ADA ACCESS ROUTE TO FACILITY FROM NEW TRAIL PERMEABLE FLAGSTONE BRAND PAVERS OR APPROVED EQUAL. 1,002 SF. INSTALL VIA MANUFACTURER DETAILS AND SPECIFICATIONS. SITE LIGHT POLES. REFER TO PHOTOMETRIC PLAN AND SITE ELECTRICAL PLAN BY OTHERSPERMEABLE FLAGSTONE BRAND PAVERS OR APPROVED EQUAL. 1,030 SF. INSTALL VIA MANUFACTURER DETAILS AND SPECIFICATIONS. ADA LANDING C4.0 SITE PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# M a r 1 1 , 2 0 2 6 - 2 : 0 0 p m - U s e r j i l l . s t a u g a a r d I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 3/ 1 1 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND SHEET NOTES WHEEL STOP BOLLARD PARKING COUNT ADA PAVEMENT MARKINGS (SEE NOTES) PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) W WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PR O P O S E D P A S S T H R U P A V E M E N T MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) 1.REFER TO SITE DETAILS. 2.REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3.REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4.REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5.REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6.REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. GT PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) BUILDING OVERHANG 7 PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) SITE DATA B BIODEGRADABLE ROLLED EROSION CONTROL SOIL STABILIZATION PRODUCT. REQUIREDOVERALL SITE DATA HFANGENERAL BUSINESS (B-2) HFA-AE , LTD. (27222 o <« 9 STOP1 per 100 SF plus 1 □//o\ \ / //O •_ E\ InY □ □( l W\ <\y bid A0 TRAFTRAFFIC\ 7Wi ■I 22*I I / ,9 I I(2 77Z__J।LIVITT!3w I—14 I ___ Ia8 —f $yI@yNH/CENSe3 - OII** //J - ■©0,w <<,‘PGiNEPo*,,/rDAV\SG88 I _ J-l Sxee \2 s \wn |x W -- F ■ ’ I'l I || \ Ci 111 ! I | ======= 1 No. 52179 PROFESSIONAL REQUIRED Per code \\ w PROVIDED Per code / / IC - / / r A □ g l / / / / / —_ _ == i3 Illi l : I : _____________________ SITE AREA (AC) __________________ BUILDING GFA (SF) ____________________________ZONING _______________________________ USE _________________ OVERLAY DISTRICT ________________ MIN. LOT WIDTH (FT) ________________ MIN. LOT DEPTH (FT) ____________ MIN. LOT COVERAGE (SF) ________ MAX. IMPERVIOUS COVERAGE ___________ FLOOR AREA RATIO (UNO) _______________ BUILDING_HEIGHT_(FT) ________________________SETBACKS ________________________ FRONT (FT) _________________ SIDE_INTERIOR (FT) __________________SIDE_CORNER (FT) _____________________SIDE REAR (FT) _______________________PARKING (FT) BUFFERS ________________________LANDSCAPE _________________ DRIVE THRU STACK _______________________SCREENING ____________ALONG PROPERTY LINES ____________ ONSITE MEP EQUIPMENT TRASH ENCLOSURE/ACCESSORY USE _____________DRIVE THRU STACKING STACKING SPACE SIZE (FT x FT) STACKING CUE LENGTH (SPACES) __________ FACILITY INGRESS/EGRESS ______________ LOCATION WITHIN SITE __________________________ PARKING ________________ TOTAL SPACES (EA.) _____________________ CALCULATION: DRIVE AISLE WIDTH AT STALLS (FT) STALL ANGLE - 90 DEGREE (DEG) STALL ANGLE - 60 DEGREE (DEG) PARKING STALL DIMENSIONS (FT x FT) WHEELSTOP/SPACING PROVISIONS: ____________________LOADING SPACE _________________BICYCLE PARKING _____________ BICYCLE PARKING CALC ________________ TOTAL SPACES (EA.) __________________________SIGNAGE SIGNAGE REQUIREMENTS// / / / // 10x20 Per code YES (12'x55’) REQUIRED Per code X 10x20 Per code YES (12x55) PROVIDED Per code X / / ©L A A A A A22 11/ 14 N/A 10x20 with stops ABAA” ------- 7 .7 111! O| 14 N/A 10x20 with stops V X NONE N/A N/A N/A NONE N/A 30 MAX. REQUIRED 20 0 0 0 10 REQUIRED 10 N/A REQUIRED None N/A YES REQUIRED NoneNone_ Per code Per code REQUIRED 5 1 per 100 SF plus 1 PROVIDED _________ 1.014_________ 44,168 GENERAL BUSINESS (B-2) SERVICE-RESTAURANT NONE __________ N/A__________ __________ N/A__________ __________ N/A__________ __________58%__________ __________ N/A__________ __________ 20__________ ______ PROVIDED_______ __________ 84__________ _________ 67_________ _________ 69_________ _________ 117_________ _________ 10_________ _______PROVIDED_______ __________ 10__________ __________ N/A__________ _______PROVIDED_______ None __________ N/A__________ __________YES__________ _______PROVIDED_______ _________ 10x20_________ ________ 7 (Min.)________ Per code Per code PROVIDED Page 100 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°01'35" W 45.36' GT NO PARKI N G 9 57' 10' 16 . 7 ' 14.2' 16 . 7 ' 12 ' 55' 6' 27 . 5 ' 24.1' 4.9' 2'39.2' 3' 13 . 7 ' 5.1' 10' 0' 7.2' 28 . 5 ' 6' 15' 4' 5.2' 35 . 5 ' 15 . 3 ' 34.3' 5' 25.3'9. 8 ' 9.9' 5' 10' 13 . 7 ' 8.5' 54.3' 7.1' 26.5' 19.8' 5' 7. 5 ' 29 . 1 ' 9.3' 8' 10' 20 ' 10' 61.8' 20 . 4 ' 102.1'10.7' 15 . 3 ' 22 . 3 ' 24 ' 5' 2' 8' 5' 6.3 2 ' 7' 24' 16 ' 19' 2' 14 ' 13 ' 13 ' 3' 84.3' 11' 6' 2.81' 85' 96 ' 12' 16.5' 72 . 4 ' 15.4' 14.5'31 . 1 6 ' 32.24'25' 13' 18 ' 4.23 ' R45 ' R3' R234 . 3 ' R30 ' R42 . 5 ' R3. 5 ' T Y P . R15 ' T Y P . R12' R1 7 . 5 ' R8 ' R95.31' R3' R1' R6' R2 ' R10' R1 0 ' R1 3 ' R3' R26' R1 4 ' R1' 3.0 (+0.0/-0.3') C5.0 PAVING PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND WHEEL STOP BOLLARD PARKING COUNT ADA PAVEMENT MARKINGS (SEE NOTES) PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) W WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PR O P O S E D P A S S T H R U P A V E M E N T MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GT PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) BUILDING OVERHANG PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) 7 SHEET NOTES 1.REFER TO SITE DETAILS. 2.REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3.REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4.REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5.REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6.REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. HFANHFA-AE , LTD. (27272 o <« ■ • S L G 019 <7-A — 1222422 — -i i* |—« —a.San ii7 )iTT +- / T I Y CENSeOI*-—Jr *a “3 © s . xxxe xx . o . xoxe . xx . s(CL 3 IAI27 ’ ■. 1 S X -_"______________ "_____ 4 It I© W 1 in Eiil o ®E •S No. 52179 PROFESSIONAL I II 'I [ I I ll I —T ■ II I H I I @ al 6y STOP □ o •• I h trre A △ A A A p“g \ \ ACABA A”s $ * . / / / i // ,6 Q‘P,"GiNc) »,C/rDAVYO ""/lllllllll"" F r Page 101 of 799 BE BE BE BE BE BE BE BE BE BE BE BE BE BE SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT NO PARKIN G SD SD SD INSET-1 (SEE SHEET C6.0) 1.0% 1.2% 1.0 % 0.0%0.2%1.0% 1.0 % 1.0% 1. 0 % 1. 0 % 1.2 % 4.5%0.9% 4.1% 1.1%2.0% 2.0%1.6% 0. 8 % 1.1 % 0.7 % 0.0% 1.0% 2.0% 2.5% 2.0% 2.6% 4.6% 0.8 % 1.1 % 2.5 % 5.0% 2.3%2.2% 2.1 % 1.3% 2.2% 3.3 % 0.0% 3. 0 % 1. 9 % 1.2% 1.7% 0.1% 1.5 % 1.0 % 1.2 % 1.0 % 1.2% 0.4% 1.6% 1.4% 5. 1 % 2. 3 % 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 5 11 6 116 116 11 6 116 11 7 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 2.9% 3. 3 % 1. 9 % 1. 7 % 1. 3 % CONTRACTOR TO COORDINATE BYPASS DURING CONSTRUCTION 12" HDPE L=76.3 FT S=1.0% 2.6% REFER TO INSET FOR CONTINUATION 1.0% 1. 2 % 15" HDPE L=16.4 S=1.0% CONTRACTOR TO MODIFY STRUCTURE. 12" CORE ON WEST SIDE OF STRUCTURE. LOCATE COREMIN. 6" FROM TOP OF STRUCTURE BODY. PROVIDE TRASH RACK AND RIP RAP. GRADE AS REQUIRED TO PROVIDE RIP RAP AND 12" EXPOSED CORE. 1.0% 1.5% 8" HDPE L=29.0 FT S=2.0% 115.8 (MIN) 115.8 (MIN) 6" PERF.HDPE L=40' S=1.0% 12" HDPE L=30' S=1.0% 12" HDPE INV.=111.70 10" NDS CATCH BASIN RIM=115.10 6" INV. IN=112.19 12" INV. OUT=112.09 6' WIDE OVERFLOW FG 115.50 FOREBAY BOTTOM FG 115.00 TC 117.82 TC 117.68 TC 117.55 TC 117.55 TC 117.08 TC 117.14 TC 116.90 TC 117.00 TC 116.83 TC 115.88 TC 116.02 TC 116.09 TC 116.77 TC 117.21 TC 117.36 TC 117.46 TC 117.36 TC 117.16 TC 117.25 TC 118.05 TC 118.05 TC 117.94 TC 117.78 SW 117.07 SW 117.02 TC 117.70 TC 117.69 TC 117.66 TC 117.00 (EXST.) TC 117.32 (EXST.) FG (EG) 117.00 FG 116.91 FG (EG) 117.00 FG (EG) 117.00 FG (EG) 117.00 TC 117.81 FG 116.72 FG 116.47 FG 116.66 FG 116.50 FG 116.73 FG 115.50 FG 115.84 FG 115.91 FG 115.70 FG 116.04 FG 116.51 FG 116.51 FG 116.22 RIM 116.33 RIM 117.53 TC 116.92 TC 116.71 FG 115.84 FG 115.79 FG 116.14 FG 116.17 FG 116.81FG 116.78 FG 116.56 FG 116.64 FG 116.60 TC 117.36 TC 117.41 TC 117.61 FINISHED FLOOR ELEVATION 117.36 FINISHED FLOOR ELEVATION 117.36 TC 116.67 TC 116.98 DS-07 4FT CURB CUT TC 117.22 G (INV.) 116.72 DS-10 2FT DEPRESSED CURB TC 116.23 G (INV.) 115.73 FG 115.89 FG 116.01 FG 116.09 FG 115.53 FG 115.33 FG 113.54 FG 113.73 FG 112.41 FG 112.67 FG 114.27 FG 114.45 FG 114.25 FG 114.43 DS-04 5FT CURB INLET TC 115.54 G INV. (S) 115.04 INV. (S) 110.82 INV. (N) 110.52 DS-06 CLEANOUT RIM 114.95 INV=111.95 DS-01 JUNCTION BOX RIM 114.24 INV(N)=108.42 (FIELD VERIFY) INV(S)=108.32 (FIELD VERIFY) INV(W)=111.44 INV-OUT 8" HDPE (E)=112.02 DS-05 4X4 JUNCTION BOX RIM 115.87 INV(N)=111.19 INV(E)=111.29 INV(S)=111.29 DS-03 SC-800 STORMTECH CHAMBER SYSTEM INV=110.42 (BOTTOM OF STONE) DS-11 2FT DEPRESSED CURB TC 116.59 G INV. (S) 116.09 TC 115.56 TC 115.79 INSPECTION PORT 111 111 112 112 11 3 11 3 11 4 11 4 114 11 5 11 5 11 5 11 5 11 5 115 115 116 116 116 11 6 117 117 117 117 117 117 11 7 117 113 113113 114 115 115 11 611 6 116 116 116 11 6 116 11 6 116 116 116 116 11 6 116 116 11 6 116 116 116 116 117 117 SW 115.90 TC 116.39 SW 115.95 FG 115.91 FG 115.87 FG 116.39 FG 116.39 TC 116.33 INSET-1 (SEE SHEET C6.0) GT S S SSSSS S SD SD SD SD SD SD SD SD SD SD SD SD 114 115 115 1.7% 1. 7 % 2. 0 % 2.3% 0.0%0.0% 4.3% 1.3% 7.5% 3.1% 1.0% 1.0% 6.0% 2. 1 % 3. 1 % 2. 7 % 2. 1 % 2. 6 % 7. 9 % 1.0% FG 117.26 FG 117.21 FG 117.00 FG 117.01 RIM 116.99 RIM 117.08 RIM 117.00 RIM 117.05 TC 117.26 TC 117.21 TC 117.26 TC 116.96 TC 116.96 TC 117.01 TC 117.07 TC 117.26 TC 117.27 DS-09 ADS AREA DRAIN INLET RIM 117.36 INV=112.50 DS-07 CLEANOUT RIM 117.24 INV=112.54 DS-08 CLEANOUT RIM 117.07 INV=112.36 FINISHED FLOOR ELEVATION 117.36 FINISHED FLOOR ELEVATION 117.36 FG 117.35 FG 117.36 FG 117.36 FG 117.36 FG 117.36 FG 117.36 TC 117.36 FFE117.36 SW 117.36 FFE117.36 SW 117.36 TC 117.36 TC 117.23 SW 117.23 SW 117.18 DS-12 CLEANOUT RIM 117.07 INV=113.35 WYE INV=112.16 6" HDPE L=13.9 S=2.0% 6" HDPE L=37.0 S=2.0% 6" HDPE L=3.3 S=2.0% 6" HDPE L=16.7 S=2.0% 6" HDPE L=16.7 S=2.0% 6" HDPE L=14.7 S=2.0% 6" HDPE L=19.2 S=2.0% 6" HDPE L=17.6 S=2.0% WYE INV=112.44 WYE INV=112.51 WYE INV=113.25 WYE INV=111.83 WYE INV=111.53 WYE INV=111.91 WYE INV=112.27 6" HDPE L=24.0 S=1% 6" HDPE L=6.0 S=2.0% WYE INV=111.94 FG 116.92 FG 116.92 FG 116.84 FG 116.84TC 116.96 TC 116.96 SW 116.49 SW 116.48 1.5% C6.0 GRADING PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND STORM SEWER JUNCTION BOX ROOF DRAIN CLEANOUT OPEN GRATE INLET CURBED INLET TC XXX.XX G XXX.XX FG XX.XX RIM XXX.XX INV XXX.XX SUMP XXX.XX TC XXX.XX DRAINAGE SLOPE AND DIRECTION FINISHED GRADE TOP OF CURB GUTTER RIM ELEVATION TOP OF CURB ELEVATION INVERT ELEVATION SUMP ELEVATION XXX PROPOSED CONTOUR BREAKLINE x% SW XXX.XX SIDEWALK ELEVATION FFE XXX.XX FINISHED FLOOR ELEVATION SD 6" HDPE ROOF STORM DRAIN (INSET) SCALE H1:20 OVERALL GRADING PLAN 1 SCALE H1:10 GRADING INSET-12 SCALE: 1 inch = 10 ft. 246810 201050 W 1 1 171 0 n —X 4 ( )/ ■ A bl 72272222)SrWJ/\ Il 1/iE,1 1 \1 WmiI 7 r |L << //(5% //)//3 X //P6rob)\*4 f 1 /r »22 A O--------------------------------------------------------------------------------------- WM24 —/I I |T + / // X \NVi1 1. I I I J I / j — n // / / IV \\ W /\ / \ / / / I /I N I I I I \ \ / I /I II I II I II II I II / I II ! / J । l । HFA HFA-AE , LTD. S A 7YCENSeO **/ ©0,C‘PG1 NES* %,f8/DAVWS No. 52179 PROFESSIONAL A A A A A 0 \ [ L F q। H। V•_ 2 4 N I I XI □ I I T I - - 2- (7 ) r— © I I —I -| __ Page 102 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) 35.2 5 ' N 44 ° 4 9 ' 5 7 " W N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) BE BE BE BE BE BE BE BE BE SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CON C R E T E LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' SD B-08 0.07 B-01 0.13 B-02 0.08 B-03 0.04 B-07 0.12 B-06 0.18 B-04 0.24 B-05 0.04 AP2 ANALYSIS POINT B-09 0.12 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 116 11 6 116 11 7 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C6.2 POST DEVELOPMENT PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND BASIN BOUNDARY FLOW ARROW PERVIOUS AREA 1-X X.XX DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) IMPERVIOUS AREA ANALYSIS POINT SUB-BASIN BOUNDARY 7YCENSeO **/ ©0,C‘PG1 NES* '"^r DAVVS No. 52179 PROFESSIONAL WTBA", A A ft A A A HFA HFA-AE , LTD.N ( il i ol d u x o ° 0 I’ * t \ i l i l i I i I i I 1 t I I ? O T" O |4 Il , J \ X il g am a — —-- - - - - \ t I 7| f m \ । ( 1 A A W L ? - 5;NN O < !/ L || it JI / / i i / _ \ V \ |i A / / r\ I A / I [ \ ' 'I NI Page 103 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) 35.2 5 ' N 44 ° 4 9 ' 5 7 " W N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE G G SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CON C R E T E LOT 6 LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' A-01 1.04 AP1 ANALYSIS POINT 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 116 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C6.1 PRE DEVELOPMENT PLAN SCALE: 1 inch = 30 ft. 25 15 5102030 50403020100 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: SHEET NOTES 1.REFER TO POST DEVELOPMENT PLAN FOR DRAINAGE CALCS ON DRAINAGE SUBBASINS, AS WELL AS PROPOSED SITE CONDITIONS. BASIN BOUNDARY FLOW ARROW PERVIOUS AREA (95,832 SF) [100%] 1-X X.XX DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) ANALYSIS POINT A" CENSeO ** Goiness© o y&* No. 52179 PROFESSIONAL „/rDAVY" "fvevenommmnnW JUA BA /” $ YENs. HFANHFA-AE , LTD. ] 4 0 A A △ A A A !' I ! ! ! I H ! I ! U *o o P n x 0 ° O _ : l l 1 + I — — O O I 70 l - O / i © ■I i ( / I (G I V I . /\ I ’ I' / / -f > / V ■ @ 1 1) %V / Z- - - II 1I i \ I - 7 \ — V / Page 104 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 LOT 1 LOT 3 18 10 ' U . E 21 16 16 15 '16 15' 16 22 22 22 22 22 22 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) 15' 16 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT NO PARKI N G 9 BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG S SSSSSS SD SD SD WWW CONTRACTOR IS RESPONSIBLE FOR MAKING SITE CONNECTIONS TO IRRIGATION, WATER, AND SEWER SERVICE EXTENSIONS. EASEMENT TO BE DEDICATED AS REQUIRED BY THE AHJ. SERVICE AND CONNECTION TO BE MADE IN ACCORDANCE WITH CITY OF FAIRHOPE STANDARDS AND SPECIFICATIONS. 2" PVC VENT. SEE MFG. PLANS 2" PVC L=5.0 LF EXISTING WYE CONNECTION TO EXISTING SEWER MAIN TO REMAIN INV. 112.94 (INV. TO BE FIELD VERIFIED) ONE-WAY CLEANOUT SSWR CO-1 INV. 113.50 75 GAL SSWR GREASE INTERCEPTOR. SEE UTILITY DETAILS AND ARCH. MEP PLANS. SEE GRADING PLAN FOR RIM ELEV. EXISTING 4" PVC L=28.14 LF S=2.0% (GRADE TO BE FIELD VERIFIED) 1-1/4" SCH. 40 PVC L=172 LF WITH TRACER WIRE ONE-WAY CLEANOUT SSWR CO-1 INV. 112.95 4" PVC L=11.4 LF S=2.0% 4" WYE INV=112.78 4" WYE INV=112.43 ONE-WAY CLEANOUT SSWR CO-1 INV. 112.88 4" PVC L=17.6 LF S=2.0% 4" PVC L=8.7LF S=2.0% BLDG 4" PVC SSWR INV=113.00 BLDG 4" PVC SSWR INV=113.00 CONNECT 1" WATER SERVICE 152 LF 1" PE WATER SERVICE 1" IRRIGATION METER. SEE LANDSCAPE AND IRRIGATION PLANS 1" WATER METER BACKFLOW PREVENTER CONNECTION TO BUILDING BLDG CONNECTION FOR NATURAL GAS. REFER TO BUILDING MFGR. MEP PLANS. CONNECT TO EXISTING GAS MAIN. 1 1/4" NATURAL GAS SERVICE DH151-93 EONE GRINDER PUMP RIM=116.42 INV(IN)=112.25 (4" SCH PVC) INV(OUT)=112.90 (1-1/4" SCH 40 PVC) INSTALL BACKFLOW PREVENTER AS REQUIRED BY THE PUMP MANUFACTURER 4" PVC L=4.3 LF S=2.0% 4" PVC L=7.6 LF S=2.0% SEE SITE ARCH. SITE LIGHTING AND MEP PLANS FOR COMPLETE LAYOUT AND PHOTOMETRICS. SITE LIGHT POLES. REFER TO ELECTRICAL PLAN FOR CONNECTIONS AND FOUNDATION DETAILS. UNDERGROUND COMMUNICATIONS SERVICE SECONDARY ELECTRICAL CONNECTION IN ACCORDANCE WITH UTILITY COMPANIES AND LOCAL AUTHORITIES. UNDERGROUND ELECTRICAL SERVICE CONNECT COMMUNICATION SERVICE TO EXISTING COMMUNICATION CONNECTION IN ACCORDANCE WITH UTILITY COMPANY AND LOCAL AUTHORITIES. CONNECT SERVICE TO BUILDING. REFER TO ARCH. MEP PLANS. CONNECT ELECTRICAL SERVICES COMMUNICATIONS BLDG CONNECTION. REFER TO BUILDING MFGR. PLANS. EASEMENT TO BE PROVIDED. C7.0 UTILITY PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND SEWER CLEANOUT UNLESS NOTED OTHERWISE. STORM SEWER (SEE GRADING PLAN) PROPOSED WATER METER AND SERVICE VALVE (SEE KEY NOTES)W GREASE INTERCEPTOR MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) PROPOSED SITE LIGHTING. LOCATIONS APPROXIMATE. (SEE ARCH. MEP PLANS) GT BE BT WATER LINE 6" PVC ROOF STORM DRAIN (SEE GRADING PLAN) SANITARY SEWER LINE BURIED TELECOMMUNICATION LINE BURIED ELECTRIC LINE NATURAL GAS LINEG S W PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET BUILDING OVERHANG /< II SlI W WN 1 ISs Ji___1 | 6 n - s y i • / 1 i TT II OE m 0 : V : / : / / I __ N ——_ 1 Tg 0 YA—x- 1 1 ■ )) © I C T T _____ I — FC I ! / \ \ I \ \ \ \ L \ t J IC/0 o V / \ N (( b K / / / ,/ / / // 7stop) (£7t1 j.F - L o I \ N \\\ \ \ I | \ \ N a / / / I I \ ////// //// I — /,// 77 / ll / // 11. III \ I W Y CENSeO * !*/ ©0,‘PG1 NES* DAVVS No. 52179 PROFESSIONAL WTBA", II II I II II I HFANHFA-AE , LTD. -SD: •X □ oO}0 o Sy A A △ A A A \ I l i l I I i i I I i I ol d u x ° O P i l i i i I l i i i i I Page 105 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.72' INV: 113.25' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 4 10 ' B . S . L . ( P L A T ) N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSL GT NO PARKI N G BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF S SSSSSS SD SD SD X WWW 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 6 11 6 116 11 6 11 6 11 7 117 117 117 114 114 115 115 115 11 5 116 116 11 7 EXISTING TREES (4) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. AR 10 IM 4 AR 10 IM 10 STEEL EDGING, TYP. EXISTING TREES (3) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. . EXISTING TREES (2) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. 12 . 6 ' 7.9' 25' RESERVED FOR OVERSTORY FRONTAGE TREES PE 5 BR 6 15 ' EX. TREES OVERLAP INTO 15' UTILITY /DRAINAGE EASEMENT. IF ANY TREES ARE DAMAGED DURING CONSTRUCTION, THEY WILL BE REPLACED ONE FOR ONE. 8' UNDERGROUND STORMWATER CHAMBER MGMT SYSTEM. REFER TO GRADING PLAN. AB 5 MG 4 PT 6 4' AR 13 IM 15 PP 20 PP 2 AR 2 EX. CRAPE MYRTLE TO BE RELOCATED FROM THIS LOCATION TO WITHIN THE PROPERTY BOUNDARY. EX. CRAPE MYRTLE TO BE RELOCATED FROM THIS LOCATION TO WITHIN THE PROPERTY BOUNDARY. IM 4 STEEL EDGING, TYP. 5' CAUTION: EX. WATER AND SANITARY SEWER LINES. USE EXTREME CAUTION WHEN DIGGING IN THIS AREA. IM 7 SCREENING SHRUBS FOR ALL VEHICULAR USE AREAS L1.0 LANDSCAPE PLAN SCALE: 1 inch = 20 ft. 4030201020151050 LANDSCAPE NOTES: 1. LANDSCAPE PLANS ARE FOR THE LOCATION AND IDENTIFICATION OF PLANT MATERIAL ONLY. NO OTHER WORK IS TO BE PERFORMED BASED ON THESE PLANS. 2. QUANTITIES ON THE PLANT SCHEDULE ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER OWN QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE LANDSCAPE PLANS AND THE PLANT SCHEDULE, THE LANDSCAPE PLAN WILL TAKE PRECEDENCE. THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCOVERING ANY QUANTITY DISCREPANCIES. 3. THE CONTRACTOR SHALL NOT CHANGE OR SUBSTITUTE PLANT VARIETIES OR SPECIES WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL PLANTING HOLES AND PLANT BEDS PRIOR TO INSTALLATION. STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ANY DEBRIS FROM THE HOLE, FILL WITH TOP SOIL, COMPACT AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANT MATERIAL. 7. TOPSOIL WILL NOT BE STOCKPILED FOR RE-USE IN LANDSCAPE WORK. CONTRACTOR SHALL IMPORT TOPSOIL AS REQUIRED TO COMPLETE LANDSCAPE WORK. PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF ROOTS, STUMPS AND LARGE STONES AND FREE OF BRUSH, WEEDS, LITTER, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. DO NOT OBTAIN FROM BOGS OR MARSHES. PLANT MATERIAL SHALL BE PLACED AS SHOWN ON THE LANDSCAPE PLANS. 8. PLANTING SOIL MIX FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL CONSIST OF THE FOLLOWING: 80% TOPSOIL 20% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): - 3 PARTS - ORGANIC SOIL CONDITIONER (NATURE'S HELPER OR EQUAL) - 1 PART - STERILIZED COW MANURE (OR EQUAL) - COMMERCIALLY AVAILABLE STARTER FERTILIZER @ RATES SPECIFIED BY MANUFACTURER - LIME (AS RECOMMENDED IN SOIL ANALYSIS) 9. QUALITY OF PLANT MATERIAL: ALL PLANTS SHALL CONFORM TO THE CURRENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). PLANT MATERIAL SHALL BE FREE OF DISEASE AND/OR INSECTS, AND SHALL HAVE A HEALTHY ROOT SYSTEM WITH NO CIRCLING OR KINKED ROOTS. CONTAINER PLANTS SHALL NOT BE ROOT BOUND. PLANT MATERIAL SHALL CONFORM TO THE CURRENT STANDARDS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004). TREES SHALL HAVE STRAIGHT TRUNKS, DENSE CANOPIES AND STRONG BRANCHING WITH GOOD CROTCH ANGLES. CONTRACTOR SHALL SUBMIT GRADE PHOTOS OF EACH TREE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL WITHIN TWO HOURS OF PLANTING. 10. INSPECTION AND APPROVAL OF PLANT MATERIAL: ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE, PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT AT LEAST LEAST ONE WEEK NOTICE PRIOR TO PLANT DELIVERY. 11. NEW SHRUB AND GROUNDCOVER PLANTING SHALL BE A MINIMUM OF 36" AWAY FROM EXISTING TREES. 12. CONTRACTOR SHALL REMOVE ALL PLANT TAGS AFTER APPROVAL OF PLANT INSTALLATION BY LANDSCAPE ARCHITECT 13. MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR (4) INCHES. DO NOT PILE MULCH AROUND THE BASE OF PLANTS OR TREE TRUNKS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED. 14. BED PREPARATION FOR SOD INSTALLATION: REMOVE EXISTING VEGETATION WITHIN THE APPROVED BEDLINE. IF THE EXISTING SOIL IS COMPACTED OR OTHERWISE UNSUITABLE FOR PLANTING, REMOVE THE TOP 4 INCHES OF SOIL. TILL SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES. REMOVE LARGE STONES, STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIAL. SPREAD 2 INCHES OF TOPSOIL OVER THE PREPARED BED AND TILL INTO THE TOP 4 INCHES OF LOOSENED SUBGRADE. SPREAD THE REMAINING 2 INCHES OF TOPSOIL, RAKE SMOOTH AND ROLL COMPACT. BEDS SHALL BE FINISHED WITH A SLIGHT CROWN AT THE CENTER TO ALLOW WATER TO SHEET FLOW TO THE SIDES. WATER THE BED IMMEDIATELY BEFORE LAYING THE SOD SO THAT THE TOP INCH OF SOIL IS MOIST. ALLOW WATER TO PERCOLATE SO THERE IS NO STANDING WATER. LIMIT PREPARATION TO AREAS THAT WILL BE SODDED THAT SAME DAY. 15. MAINTENANCE: CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL FROM THE TIME IT IS INSTALLED UNTIL FINAL ACCEPTANCE OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, EDGING, WEEDING, WATERING, PRUNING, FERTILIZING, ETC. 16. WARRANTY: CONTRACTOR SHALL PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL AND LABOR. WARRANTY PERIOD SHALL BEGIN UPON FINAL COMPLETION OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE PROJECT DURING THE WARRANTY PERIOD TO ENSURE THAT THE ESTABLISHMENT RATE OF GROWTH IS ADEQUATE. ANY METHODS OR PRODUCTS DEEMED NOT NORMAL OR DETRIMENTAL TO GOOD PLANT GROWTH SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IN WRITING. FAILURE TO INSPECT AND REPORT WILL BE INTERPRETED AS APPROVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPLACEMENTS. SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TO SURVEY DATED: 06-09-2025 DATETITLE# M a r 1 0 , 2 0 2 6 - 1 0 : 2 2 a m - U s e r j i l l . s t a u g a a r d \\ H F A - F I L E 0 2 \ 2 0 2 5 P r o j e c t s \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 3/ 1 0 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW SITE DATA JURISDICTION CITY OF FAIRHOPE ZONING B-2 GB LOT SIZE 1.01 AC LANDSCAPE BUFFER REQUIRED: *ALL INTERIOR DEVELOPMENT & VEHICULAR USE AREAS (VUA) SHALL BE SEPARATED FROM ROW FRONTAGE VIA 10' LANDSCAPE BUFFER. *SECONDARY PERIMETER - ALL INTERIOR DEVELOPMENT & VUA LOCATED AT INTERSECTIONS SHALL BE SEPARATED BY 6' LANDSCAPE BUFFER. *THESE LANDSCAPE BUFFERS SHALL BE PLANTED WITH A SOLID UNBROKEN VISUAL SCREEN AT LEAST 48" H, EXCEPT 4' ON EACH SIDE OF PERMITTED ACCESS WAYS. *MIN. 60% LANDSCAPING BETWEEN BUILDING WALL AND PUBLIC ROW 1958 SF * .60 = 1175 SF PROVIDED: 10610 SF PERIMETER REQUIRED: FRONT SETBACK MUST CONTAIN AT LEAST ONE OVERSTORY (MATURE HEIGHT/WIDTH 40') FOR EVERY 30 LF OF ROAD FRONTAGE. MUST BE PLANTED WITHIN 25' OF PL. (185 LF/ 30 = 6 TREES) PROVIDED: 6 NEW OVERSTORY TREES (EXISTING TREES NOT COUNTED) REQUIRED: MUST CONTAIN ONE OVERSTORY (MATURE HEIGHT/WIDTH 40') FOR EVERY 30' OF REMAINING OUTSIDE LOT PERIMETER. (646 LF/ 30 = 21 TREES) PROVIDED: 21 NEW TREES (EXISTING TREES NOT COUNTED) SITE LANDSCAPE AREA REQUIRED: 20% OF THE TOTAL PROPERTY (NOT INCLUDING ROW) SHALL BE LANDSCAPED OR 44153.63 * .20 = 8830 SF FRONT LANDSCAPE AREA - 5291 SF (PER CITY COMMENTS) PROVIDED: 24348 SF OF TOTAL LANDSCAPE AREA IS PROVIDED 10610 SF OF FRONT LANDSCAPE AREA IS PROVIDED REQUIRED: VEHICLES ARE NOT ALLOWED TO HANG MORE THAN 2' INTO LANDSCAPING A MIN. OF (4) DIFFERENT TREE SPECIES ON EACH SITE WITH AT LEAST (1) SPECIES BEING AN OVERSTORY TREE. CITY OF FAIRHOPE LANDSCAPE NOTES: 1. TREES MUST BE OBTAINED FROM A REPUTABLE SOURCE. TREES HAVE BEEN DUG IN THE WILD WILL NOT BE ACCEPTED. 2. MAINTENANCE OF NEW PLANTINGS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THERE WILL BE (2) REQUIRED CONFORMANCE REVIEWS TO CONFIRM THE ESTABLISHMENT OF THE LANDSCAPE. THE FIRST WILL BE IN (6) MONTHS AND THE SECOND IN (12) MONTHS. ANY FAILURES OF THE LANDSCAPE MUST BE REPLACED BY A SPECIFIED DATE DETERMINED BY THE CITY HORTICULTURIST. 3. ANY VEGETATION PLANTED OR RETAINED TO FULFILL THIS ORDINANCE, WHICH DIES, BECOMES DAMAGED OR DISEASED, MUST BE REPLACED BY THE PROPERTY OWNER. THE PROPERTY OWNER. THE PROPERTY OWNER MUST NOTIFY THE CITY HORTICULTURIST WHEN THE REPLACEMENT HAS BEEN SCHEDULED AND PLANTED. FAILURE TO REPLACE TREES THAT DIE WILL RESULT IN THE PENALTIES. *ALL PROPOSED TREES COME FROM THE CITY OF FAIRHOPE TREE LIST PER ORDINANCE NO. 1444 AND THE ALABAMA FORESTRY COMMISSION RECOMMENDATIONS: HTTPS://FORESTRY.ALABAMA.GOV/PAGES/MANAGEMENT/FORMS/FOREST_TREES_ALABAMA.PDF OR THE AL COOPERATIVE EXTENSION OFFICE HTTPS://WWW.ACES.EDU/WP-CONTENT/UPLOADS/2019/03/ANR-0509_KEYTONATIVECOMMONTREES_042321L-REVISION.PDF SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY REMARKS LARGE TREES PE Pinus elliottii / Slash Pine 2" Cal.5 Native OVERSTORY TREES AB Acer rubrum 'Bowhall' / Bowhall Red Maple 3" Cal.B&B 5 Mature Height 45' / Mature Width 15' BR Betula nigra / River Birch 3" Cal.B&B 6 Mature Height 40' / Mature Width 40' MG Magnolia grandiflora / Southern Magnolia 3" Cal.B&B 4 Mature Height 60' / Mature Width 50' PT Pinus taeda / Loblolly Pine 3" Cal.B&B 6 Mature Height 60' / Mature Width 35' SHRUBS AR Azalea indica `Rose Glow` / Rose Glow Indica Azalea 5 gal.35 Mature Height 5' / Mature Width 5' IM Ilex glabra `Pretty Boy` / Pretty Boy Male Inkberry Holly 5 gal.40 Mature Height 5' / Mature Spread 5' PP Photinia pyrifolia / Red Chokeberry 24" MIN. HEIGHT 22 Mature Height 8' / Mature Width 5' SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS GROUND COVERS CD Cynodon dactylon / Bermudagrass sod 19,473 sf PLANT SCHEDULE PROPOSED LEGEND: TREE PROTECTION FENCE, SEE DETAILTPF LANDSCAPE SETBACK LINELSL PROPOSED LIGHT POLE LOCATIONS ARE APPROXIMATE. SEE PHOTOMETRICS PLAN FOR FURTHER DETAIL AND ACCURACY. SITE LANDSCAPING NOTE: TEN UNDERSTORY TREES ARE EXISTING AND WERE APPROVED/PROVIDED WITH THE PLANTER'S POINTE MULTIPLE OCCUPANCY PROJECT (MOP) AND THEREFORE WILL NOT BE COUNTED IN THIS SITE'S PROPOSED LANDSCAPE PLAN BUT SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. HFANOHFA-AE , LTD. 6. [99 — I I A) 5 MEC ((21P ’9 %% st|Jw* I 1.1 | “I /0 3r — <cOFALe/z—wirly,. /C V.h/o r । ss.(4NDSCAY• •%: | — 22 I000 i M |6 Xt gwwellg,, g9/chAs%X1 .. 89 eeT »aavwk”s ss "AMAIWWS / ! I O Lu 7 1) ■ 20 I I % ad 4 WENDY D. WERT 1002 \ [ " — DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE HARDWOOD MULCH FROM THE PLANTS. - ) ■ ) y 9 c H % qwarSW: .AN g 3 A △ A A A NWIIVlAw,, % I Da - l •' 1 )A I 7 j / r . • Page 106 of 799 L1.1 LANDSCAPE DETAILS SH R U B & G R O U N D C O V E R P L A N T I N G PLAN SMALL TREE STAKINGROOTBALL DETAIL STEEL_EDGING MIN. 48" HIGH ORANGE CONSTRUCTION FENCE 1. All trees shown on this plan to be retained shall be protected during all phases of demolition/construction with temporary fencing. It shall be the general contractors responsibility to coordinate with landscape contractor. 2.Tree protection fences shall be installed prior to the commencement of any site preparation work (clearing, grubbing or grading). Clearing shall be done by hand. 3.Fences shall completely surround tree or clusters of trees; shall be located 5' from the outermost limits of the tree branches (drip line); and shall be maintained throughout the construction by contractor. Project in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials. B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill) or trenching. C. Wounds to exposed roots, trunk or limbs by mechanical equipment. D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. 4. Exceptions to installing fences 5' from tree drip lines may be permitted in the following cases: A. Where permeable paving is to be installed: erect the fence at the outer limits of the permeable paving area. B. Where trees are close to the proposed building: erect the fence no closer than 6 feet to the building. 5.Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped-on planking to a height of 8 feet (or to the limits of lower branches) in addition to the reduced fencing provided. 6.Where any of the above exceptions result in areas of unprotected root zones (under drip lines), those areas should be covered with 4 inches of organic mulch to minimize soil compaction. 7.All grading within protected root zone areas shall be done by hand or with small equipment to minimize root damage. Prior to grading, relocate protective fencing to 2 feet behind the grade change area. No root over 1 inch diameter will be cut. 8.Any roots exposed by construction activity shall be pruned with a clean cut flush with the soil. Backfill root areas with good quality top soil immediately. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 9.Prior to excavation or grade cutting within tree drip lines, make a clean cut between the disturbed and undisturbed root zones with a rock saw or similar equipment to minimize damage to remaining roots. 10. Trees most heavily impacted by construction activities should be watered deeply once a week during periods of hot, dry weather. Tree crowns should be sprayed with water periodically to reduce dust accumulation on the leaves. 11. No conduit or utilities can be installed within tree protection areas. Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible. 12. No landscape topsoil dressing greater than 4 inches shall be permitted within the drip line of trees. No soil is permitted on the root flare of any tree. Grading limited to 3 inch cut. 13. Pruning to provide clearance for structures, vehicular traffic and equipment shall take place before construction begins. 14. All pruning must be done according to recognized, approved standards of the industry (reference the national arborist association pruning standards for shade trees) by a certified arborist and shall be approved and supervised by owners representative or project urban forester. 15. Damage to trees or any natural resource due to contractor's negligence during the construction phase shall be appraised by the owners representative and ordered repaired, replaced, or compensated. DRIP LINE FENCE POST 5' (TYP.) NOTES: TREE_PROTECTION_FENCETREE PLANTING ON SLOPE DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW HFA HFA-AE , LTD. 1" POLY ROPE OR yr NOTES: 5.FINISHED GROUND-2 MAX N1SLOPE 6. CENTERED %" T8"8” SCALE: NTSSCALE: NTS (2) 36”x4" STEEL EDGING -FINISHED GRADE A im IF SOD AS SPECIFIEDIF-III-ll r PAVEMENT PREPARED SOL =1300111=111—111=11 I=i SCALE: NTSSCALE: NTS 120’120’C WENDY D. WERT73%1002 PLAN0 (4NDSCAY 42 1"FIRMLY, 18” FROM TRUNK. t"MULCH, 3” MIN. DEPTH,11/2”AT TRUNK LL 7 FINISH GRADE7 FINISHED GRADE CREATE SOIL SAUCER W/ BACKFILLmT UNDISTURBED SUBGRADE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. SCALE: NTS SCALE: NTS THREE 2” X 4” X 8’ STAKES SPACE EVENLY AROUND TREE AND ANCHOR 6” OF EXISTING SOIL THOROUGHLY MIXED W/ 4” DEPTH OF TOPSOIL ROLL SOD & WATER THOROUGHLY 2x ROOT BALL DIAMETER (MIN)' NYLON STRAP PLANTING SOIL MIX (SEE PLANTING NOTES) -RUBBER HOSE / FINISHED GRADE - (SEE GRADING PLAN) ROOTBALL (SEE ROOTBALL PIT DETAIL) PLANTING SOIL MIX 8. 9. SOIL & ROOT LAYER TO BE LEVEL WITH TOP OF PAVEMENT SET PLANT WITH 1/8 HEIGHT OF ROOTBALL ABOVE EXISTING GRADE MULCH, 3” MIN. REFER TO ROOTBALL DETAIL PLANTING SOIL MIX PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTALLATION. MULCH, 3” MIN. CREATE SOIL SAUCER W/ TOPSOIL FINISHED GRADE (SEE GRADING PLAN) REMOVE ROPES/STRAPS AT TOP OF ROOTBALL. PEEL BACK WIRE BASKET AND BURLAP FROM TOP 1/3 OF BALL REMOVE EXCESS SOIL FROM TOP OF ROOT COLLAR (IF PRESENT) SET TOP OF ROOTBALL 2” ABOVE FINISHED GRADE MULCH - 1/2” DEEP AT STEM, 3” DEEP BETWEEN PLANTS. CREATE SOIL SAUCER W/ TOPSOIL MINIMUM DEPTH OF 12” PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. AMEND SOIL. 1/2” EDGER TO BE SMOOTH CLEAN & PARALLEL TO PAVEMENT TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTALLATION. CREATE SOIL SAUCER W/ TOPSOIL. STAKES 2"X2" WOODEN STAKES OR METAL ANCHORS. CUT STAKES LONG ENOUGH FOR SECURE GRIP IN SUBGRADE. ANGLE STAKES 20-30OFF VERTICAL. USE 3 STAKES PLACED EQUAL DISTANCE APART. 4 STAKES MAY BE NECESSARY FOR TREES GREATER THAN 4” CALIPER. NOTE: ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL 2 TO 4 HOURS PRIOR TO PLANTING. SET TOP OF ROOTBALL 2” ABOVE FINISH GRADE 2. 3. NYLON STRAP MAY BE USED IN PLACE OF RUBBER HOSE (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED). REMOVE WIRE OR NYLON TWINE FROM BALL. INSTALL TOP OF BALL 2" ABOVE FINISHED GRADE (ADJACENT UPHILL GRADE). SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION OF PLANTING. LENGTH OF RUBBER HOSE TO BE 25 THE CIRCUMFERENCE OF TREE CALIPER. PLACE 2 WOOD STAKES PARALLEL TO STREET OR PARKING LOT. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. SET TREE IN VERTICAL PRIOR TO STAKING. SEE LANDSCAPE SPECIFICATIONS FOR ANY OTHER PLANTING REQUIREMENTS. BIODEGRADABLE STRAPS (3) AT 120 APART. ATTACH IN A BRANCH CROTCH APPROX. 1/3 THE HEIGHT OF THE MAIN STEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT BIODEGRADABLE STRAPS (3) AT 120’ APART. ATTACH IN A BRANCH CROTCH APPROX. 1/3 THE HEIGHT OF THE MAIN SSTEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT TOP OF ROOT BALL TO­ BE 2" ABOVE FINISHED GROUND 1"x16" TAPERED STEEL STAKE (30” O.C. MAX) NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. 10. THIS DETAIL APPLIES TO BOTH SINGLE AND MULTI-STEM TREES. 1"x2”x18” WOOD­ STAKE W/ LANDSCAPE­ PLANTING BED 4 -REMOVE TOP 1 OF BURLAP AND ANY NAILS, PINS, ETC. -2"—4" SHREDDED HARDWOOD MULCH LAYER OVER THE TOP OF 10MIL -WEFAIgMAWATER BERM -COMPACT FILL TO BE BENCHED IN A △ A A A — O JH7 Fll I1 1 UNDISTURBED SUBGRADE HOLE PLANTING MIX- (AS SPECIFIED) REMOVE TO 23- OF WIRE BASKET (WHERE PRESENT) % AEOFAMc Page 107 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) BE BE BE BE BE BE BE BE BE BE BE BE BE BE SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 10 ' B . S . L . ( P L A T ) N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF S SSSSSS SD SD SD WWW M C 34" 34" 1"1" METER WITH 1.5" TYPE "K" SERVICE LINE IRRIGATION COMPONENTS SHALL BE PLACED IN THE GREENSPACE. ADJACENT TO THE WATER METER AND WITHIN THE PROPERTY LINE. SHOWN HERE FOR CLARITY ONLY. 4.721 1" 4.52 1" 33.84 1" 1" 47.5 1" 34" 34"34" 34" 34" 34" 1" 34" 34" IRR1.0 IRRIGATION PLAN SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TO SURVEY DATED: 06-09-2024 SCALE: 1 inch = 20 ft. 4030201020151050 LINE LAYOUT AND EQUIPMENT PLACEMENT IS DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON SITE TO ACCOMMODATE EXISTING JOB CONDITIONS AND TO ACHIEVE 100% COMPLETE COVERAGE. ALL HEADS, LINES, VALVES, AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED AND ROUTED THROUGH LANDSCAPE AREAS WHENEVER POSSIBLE AND SHALL BE LOCATED WITHIN THE BOUNDS OF THE PROPERTY. LOCATION OF IRRIGATION CONTROLLER & WEATHER STATION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND/OR OWNER. SEE CIVIL UTILITY PLANS FOR EXACT LOCATION OF WATER METER. SPRAY HEADS SHALL BE ADJUSTED SO AS TO NOT SPRAY UNDER PRESERVED TREES. THE CONTRACTOR SHALL DISCUSS ANY IRRIGATION LOCATED WITHIN AN EASEMENT WITH THE OWNER AND FULLY INFORM THEM OF ALL LIABILITY OF FUTURE DAMAGE TO THEIR SYSTEM BY EASEMENT OWNER. LATERAL LINES TO BE POLYFLEX PIPE SDR 9 CTS MAIN LINE TO BE POLYFLEX PIPE SDR 9 CTS GENERAL IRRIGATION NOTES: ALL DISTURBED AREAS SHALL RECEIVE SEED OR SOD ACCORDING TO LANDSCAPE PLAN. ALL AREAS RECEIVING SEED OR SOD AND NOT COVERED BY THE AUTOMATIC IRRIGATION SYSTEM SHALL BE HAND WATERED UNTIL VEGETATION IS ESTABLISHED AND ABLE TO SUSTAIN ITSELF IN A CONSISTENTLY HEALTHY CONDITION. NOTE TO CONTRACTOR: SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Rain Bird 1806-PRS-1400 Flood Flood Bubbler 6in. popup with pressure regulating device. Install w/ PA-80 adapter. 24 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZLF-100-PRF 1" Low Flow, 0.2-10 GPM, with 1in. Low Flow Valve valve and 1in. Pressure Regulating RBY filter and 40psi pressure regulator. 2 Area to Receive Dripline Rain Bird XFCV-06-18 XFCV On-Surface Landscape Dripline with a Heavy-Duty 3.5 psi Check Valve. 0.6 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. Great for elevation change. Specify XF insert fittings. 1,282 lf SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/2in., 2in. Brass Remote Control Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. 2 Shut Off Valve 1 Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/4”, 1-1/2in., 2in. Brass Master Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. With Pressure Regulator. 1 Watts 919QT 1" Backflow reduced pressure zone 1 Rain Bird ESPLXME2 12 Station Traditionally-Wired, Commercial Controller. Indoor/Outdoor, Plastic Wall-Mount Enclosure. 1 Rain Bird FS-100-B 1in. Flow Sensor, Brass Model. Suggested Operating Range 2.0 GPM to 40.0 GPM. Size for Flow Not According to Pipe Size. Rain Bird Compatible Controllers: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, or Controllers Accepting Custom K-Factor and Offset. Install in Rain Bird Valve Box. 1 Water Meter 1"1 Irrigation Lateral Line: PVC Schedule 40 3/4"979.3 lf Irrigation Lateral Line: PVC Schedule 40 1"162.1 lf Irrigation Mainline: PVC Schedule 40 1"320.3 lf Pipe Sleeve: PVC Class 200 SDR 21 33.7 lf 1402 14041401 C M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE DATETITLE# M a r 1 0 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r j i l l . s t a u g a a r d \\ H F A - F I L E 0 2 \ 2 0 2 5 P r o j e c t s \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 3/ 1 0 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW PROPOSED LEGEND: TREE PROTECTION FENCE, SEE DETAILTPF Generated:2026-03-04 11: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 18.2 GPM PRESSURE AVAILABLE Static Pressure at POC:70 PSI Elevation Change:5 ft Service Line Size:1" Length of Service Line:20 ft Pressure Available:66 PSI DESIGN ANALYSIS Maximum Station Flow:7.5 GPM Flow Available at POC:18.2 GPM Residual Flow Available:10.7 GPM Critical Station:4 Design Pressure:20 PSI Friction Loss:3.72 PSI Fittings Loss:0.37 PSI Elevation Loss:0 PSI Loss through Valve:0.45 PSI Pressure Req. at Critical Station:24.5 PSI Loss for Fittings:0.46 PSI Loss for Main Line:4.6 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.5 PSI Loss for Master Valve:0.45 PSI Loss for Water Meter:0.45 PSI Critical Station Pressure at POC:43.0 PSI Pressure Available:66 PSI Residual Pressure Available:23.0 PSI CRITICAL ANALYSIS HFANHFA-AE , LTD. — / pa • =—V7T7 Al =MEC 0 A17 Dd ( )SI aVAZ,■ te00000000000000002009797000$$00330897751575555*IF FIC ///28839 FBI 5922222TT 11 1 /1 ( )3l£I/ /G5 eOFALA,K<P4 / — C I ll □14 NO S c A■I / O /12 tE le 7 ! I □ 4 -7 IJ11 _____ —== — L 7-----TTN ....-Si 2 rn 1, | o .S 8 / / () 1 2 \ \ _ \ / ... .AooooPMvM. WENDY D. WERT 1002 Y¥ N । i \ \ •I I — 1 ] E h I A △ ¥ A AI I " / / / / J ¥/33i 2000 j -_ __ 9% — Page 108 of 799 IRR1.1 IRRIGATION DETAILS NTS POPUP BUBBLER AT PLANT PIT W/ SWING JOINT DETAIL. WATER WELL, SEE PLANTING 4" POPUP AS SPECIFIED. FINISHED GRADE. LATERAL LINES. PVC TEE OR ELL. PLANT ROOTBALL, SEE PLANTING DETAIL. SET HEAD 2" ABOVE GRADE AND INSIDE WATER WELL. 12 " M I N I M U M B E L O W G R A D E 2NTS TURN ROTOR MARLEX ASSEMBLY 6" SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. APPLICABLE. FINISHED GRADE. TURF ROTOR POP UP. MARLEX STREET ELLS, INLET SIZE DIAMETER. 12 " M I N I M U M B E L O W G R A D E CLEAR TO FENCE OR HARDSCAPE, WHERE 3 PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD MDCFCOUP. DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART. MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. CENTER FEED EXAMPLE LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE FLUSH VALVE OR CAP AT LOW END, AS NOTED. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. GRID PRECIPITATION RATES (IN/HR)MAXIMUM FLOW PER ZONE TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED PVC MANIFOLD LINE. LANDSCAPE DRIPLINE TUBING. LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. 6 EMITTER FLOW RATE GPH 12" SPACING 18" SPACING PSI 0.6 0.9 0.6 0.9 20 192 136 254 215 30 289 205 402 337 40 350 248 498 416 50 397 281 573 477 60 436 309 637 529 MAXIMUM LATERAL LENGTH (FEET) NTS DRIP FLUSH CAP ASSEMBLY W/ BALL VALVE 10" DIAMETER VALVE BOX. COIL 18" TO 24" OF DRIP TUBING IN THE BOX. REMOVABLE FLUSH CAP. ABOVE GRADE 12" DRIP TUBING. 2" SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP TUBING COUPLING. 1.LOCATE FLASH CAP ASSEMBLY AT THE END OF EACH DRIP LINE. 2.ENSURE THAT THE COILED DRIP TUBING IS OF SUFFICIENT LENGTH TO COMPLETELY EXTEND OUT OF THE VALVE BOX WHEN FLUSHING. ISOLATION BALL VALVE 7NTS DRIP AIR RELIEF VALVE IN BOX 3 4"X1"MPT ADAPTER. 1" FPTXMPT ELL. AS SPECIFIED. AIR RELIEF VALVE DRIPLINE OR 1/2" DRIP TUBING. 3 4"FPT X 12" DRIP TUBING ADAPTER. DRIP TUBING COUPLING. GRADE. FINISHED 6" DRIP BOX. 2" 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 8 NTS ELECTRIC REMOTE CONTROL VALVE 2" - 4 " 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. OUTLET PIPE SAME SIZE ON 30" LOOPED WIRES. WATER PROOF WIRE CONNECTORS 10X15 RECTANGULAR VALVE BOX. BELOW TOP OF BOX. 2" MINIMUM, 4" MAXIMUM PLASTIC I.D. TAG AT EACH VALVE. REMOTE CONTROL VALVE, ONE PER BOX. CLR 4" GRAVEL. CL R 6" THICK LAYER OF PEA 45 DOWN AS REQ. TO PIPE DEPTH. LATERAL LINE AS PER INCREASE LATERAL IRRIGATION PLAN. CONCRETE BRICK SUPPORT, SCHEDULE 80 RISER. TWO ON EACH SIDE. TO FIRST FITTING. MAIN LINE. AS VALVE, 24" MIN. 12 " B E L O W G R A D E 2" 9 NTS BRASS BALL ISOLATION VALVE TO GRADE. SET BOX FLUSH SIZE AS MAIN LINE. PVC MAIN LINE. ONE ON EACH SIDE OF BOX. TWO 6X2X16 CONCRETE BLOCK CAPS, AS SPECIFIED, SAME ISOLATION BALL VALVE 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. SCHEDULE 80 THREADED NIPPLE ADAPTER. AS REQUIRED. 12 NTS MASTER VALVE/FLOW SENSOR ASSEMBLY 18" LOOPED WIRES. WATERPROOF WIRE CONNECTORS ON SCHEDULE 80 NIPPLES, VALVE INLET SIZE. FLOW SENSOR AS SPECIFIED. FINISHED GRADE. 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED. CABLE TO CONTROLLER SENSOR FLOW DEVICE. TO BACKFLOW PVC MAIN LINE TEN PIPE DIAMETERS REDUCER AS REQUIRED TERMINAL BOARD, AS MFG. RECOMMEND. VALVE AS SPECIFIED. MASTER CONTROL CONNECTORS, ON WATERPROOF WIRE VALVE INLET SIZE. SCH 80 NIPPLES, 30" LOOPED WIRES. AT BOTTOM OF EACH BOX: ONE EACH SIDE (TWO PER BOX). UP SIDES, OVER 6X2X16 CONC. BLOCK CAPS, 1/2" WIRE CLOTH GOPHER SCREEN, WRAP 18 " M I N I M U M B E L O W G R A D E . FIVE PIPE DIAMETERS NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. 10 NTS FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: RAIN BIRD VB-STD 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD DB SERIES ID TAG REMOTE CONTROL VALVE: RAIN BIRD 100-PGA (INCLUDED IN CZK-100-PRB-LC KIT) PRESSURE REGULATING BASKET FILTER: RAIN BIRD PRB-100 (INCLUDED IN CZK-100-PRB-LC KIT) PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL CZK-100-PRB-LC 1" LIGHT COMMERCIAL CONTROL ZONE KIT 4 STRUCTURE OR TO BOX AS 18" BEYOND TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" PVC PIPE TO WITHIN 6" OF AVAILABLE 120 VAC ELECTRICAL SOURCE. INSTALL AS SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER CODES. CONDUIT FOR RCV WIRES. FINISHED FLOOR. LONG SWEEP ELL. 2" DIAMETER GRAY PVC PER LOCAL ELECTRICAL 18" DIRECT TO LANDSCAPE 24" UNDER PARKING LOTS AND DRIVEWAYS NTS INTERIOR WALL MOUNT CONTROLLER PER PLANS. 120V ELECTRICAL OUTLET 5 RAIN SENSOR13 IN OUT REDUCED PRESSURE BACKFLOW DEVICE11 NTS TURF SPRAY MARLEX ASSEMBLY 3"APPLICABLE. HARDSCAPE WHERE CLEAR TO FENCE OR FINISHED GRADE. 45 DEGREE ANGLE. NIPPLE, SET AT SCHEDULE 80 PVC 1/2" MARLEX STREET ELLS. TURF POP UP HEAD. 12 " M I N I M U M B E L O W G R A D E LATERAL LINE AND PVC TEE. 1 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW PARAPET COPING HFA-ANTENNA 13-— hlIII—1 HFA-AE . LTD.r CONTROLLER I COMMON WIRE TO VALVES CONTROL WIRE TO VALVES NTS =====GALVANIZED —HIEIEIEIE III—II—III—II—IIE11=111=111=111:11=11=11=11PLASTIC VALVE BOX —WITH LID (TYP.)A FLOW MO a D \Z227283——53810222311“z \19 83O80)8-Y XL 18I %I /88.OxCL1x27x222)DRAIN VALVE +(2) NTS / A )/7 [I X1=111=11=111:UEMITTER FLOW RATE MAX GPM PSI LOSS 0.6 0.9 SCHEDULE 40 PVC HEADER SIZEdlll F —I *1 A J °d POLY PIPE HEADER SIZE O O @000A F F I C WENDY D. WERT 1002 CO(4NDSCAY 9 999 99 @ Amem IFlFIFEINL7। cih IT in IHAIHII —IEIIE1—ll EIFIIEII=II=IE —II—II■-111=111=111=1111 ■■ =ui=ui=iii=LI !=■dmEm—emmms l=1=11=111=1117-(=111=111=111-'£08823%%O0 8 f 8 1 3V — 60 6A D( —IE—IFFI—II (2)=IH- (9 o IRRIGATION CONTRACTOR SHALL SUBMIT BACKFLOW DETAIL TO LOCAL AUTHORITIES FOR APPROVAL BEFORE STARTING CONSTRUCTION. LATERAL SPACING WIRELESS SENSOR SIGNAL RECEIVER FINISH GRADE WIRELESS RAIN AND FREEZE SENSOR INSULATED FIBERGLASS ENCLOSURE SYSTEM MAINLINE TO WATER SOURCE 4.7 GPM 8.3 GPM 13.5 GPM 33.9 GPM 52.4 GPM EMITTER SPACING 0.67 GPM 1.0 GPM 1.0 GPM 1.5 GPM 0.96 0.69 0.28 EMITTER FLOW 0.6 GPH 0.9 GPH 4.7 GPM 8.3 GPM 13.5 GPM 31.8 GPM 52.4 GPM0.50 GPM 0.75 GPM 12 18 24 7.7 PSI 5.6 PSI 4.2 PSI 2.9 PSI 1.9 PSI 8.8 PSI 6.3 PSI 4.8 PSI 2.9 PSI 2.2 PSI REMOTE CONTROL VALVE 12 18 24 4" POLYFLEX PIPE SDR 9 CTS DRAIN PIPE WITH FLOOR PLATE 1.44 1.03 0.41 1/2”3/4" 1-1/2” 2" #57 GRAVEL SUMP, 2 CUBIC YARD, WRAPPED WITH FABRIC REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ----------- CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO PIT CONSTRUCTION, INSTALLATION AND VENTING OF BACKFLOW PREVENTION DEVICE. BRASS ISOLATION GATE VALVE —, 24” SPACING 18” SPACING ( ® 27 % 1 ( SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE. 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 1/3 ON A SEPARATE VALVE. @ (3 1/2”3/4" -V2” Co 200 1—11-111—IlBTH-T (5) 12" SPACING (0 0% 200 NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 0%200 AOFAMc 88888 A A A A TuMu-ui" "MHAT ErEEAEFT" TEHETTF ■ T Page 109 of 799 SL O P E D C O N C R E T E P A D 13 ' - 6 " 1 CMU WALL 16' - 4" CM U W A L L 12 ' - 8 " OVERALL CONCRETE SLAB 15' - 0" OV E R A L L C O N C R E T E S L A B 18 ' - 6 " 1' - 0 " 1' - 0" 12 ' - 0 " 1 1' - 6 " 4' - 0 " CONTROL JOINT SL O P E : 3 / 8 " / 1 ' -0" 9 9 1' - 0 " CO N C R E T E A P R O N 5' - 0 " 4" 4 / A 5 . 0 3 / A5.0 8"15' - 0"8" CMU WALL 16' - 4" 12 ' - 8 " 3 A5.0 8 METAL GATE 7' - 5" METAL GATE 7' - 5" 7 A5.0 2 A5.0 8 9 11 78 4 10 5" 3" 1/ 2 " 4 5 9 7' - 0 " MASONRY CAP 13' - 0" 7' - 4 " 7' - 0 " 2"12' - 8"2" 7 A5.0 7' - 0 " MASONRY CAP 16' - 8" 1' - 0"14' - 8"1' - 0" 7' - 4 " 9 9 A5.0 5 6 EQUAL EQUAL 4' - 6" 1' - 4 " 1' - 4 " 7' - 0 " 7' - 4 " 7' - 0 " 4" MASONRY CAP ON TOP OF CMU WALL 8" CMU BLOCK WALL -SEAL MASONRY WITH APPROVED SEALANT AFTER CONSTRUCTION 1/4" / 1'-0" 4' - 0 " A5.0 6 METAL GATE & FRAME TO BE PAINTED SHERWIN WILLIAMS "SALTY DOG" (PT-3) TO MATCH METAL ON BUILDING AND CANOPY 4" MASONRY ON TOP OF WALL 7 8 6" SCH 40 PIPE (TYP) (CONC. FILLED BY OTHERS) 1/2" x 24" CANE BOLT GATE DROP ROD CENTERED ON 3" METAL FRAME. COORDINATE MOUNTING HEIGHT PER MANUFACTURERS SPEC 7 " HEAVY DUTY GATE HINGE WITH GREASE FITTING, WELDED TO BOLLARD AND GATE FRAME- TYP. OF 2 PER DOOR HSS 3x3x1/8 FRAME (TYP) PL 3/16 x 2 (TYP 4-SIDES) 1 1/2" x 20 GAUGE INVERTED DECK 7 " HEAVY DUTY GATE HINGE WITH GREASE FITTING, WELDED TO BOLLARD AND GATE FRAME- TYP. OF 2 PER DOOR 1' - 0" METAL GATE 7' - 5" ME T A L G A T E 6' - 0 " 2" 6" 7' - 0 " PROVIDE SMOOTH SLOPED MORTAR CAP 6" DIA. STANDARD PIPE SCHEDULE 40 GALV. (OR 4" WHERE NOTED) FILLED W/ CONCRETE AND PAINTEDSHERWIN WILLIAMS "SALTY DOG" SW 9177 SATIN / SEMI-GLOSS FINISH (2 COATS MIN.) TOP OF PAVEMENT OR CONCRETE WHERE OCCURS -SEE SITE PLAN 18" DIA. CONCRETE FOOTING -SEE STRUCTURAL. (2) #6 BARS, 12 INCHES LONG, EACH WAY -WELD TO PIPE 6" 9"9" 1" 4' - 0 " M I N ST A N D A R D 4 ' - 0 " 1" ON L Y A T T R A S H E N C L O S U R E 7' - 0 " B O L L A R D F O R G A T E S U P P O R T TRASH ENCLOSURE GENERAL NOTES 1. PRE-PAINT ALL BARE METAL WITH POR-15 PRIMER PRIOR TO INSTALLATION. 2. PAINT GATE, GATE FRAMES AND HINGES TO MATCH THE CANOPY OF THE PRE-FABRICATED BUILDING - SHERWIN WILLIAMS "SALTY DOG" (PT-3) 3. BOLLARDS TO BE PAINTED SHERWIN WILLIAMS "BLUE BLOOD" (PT-1) SHEET: DRAWN BY: CHECKED BY: DOCUMENT DATE: ISSUE BLOCK ST I P U L A T I O N F O R R E U S E JO B N U M B E R : TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N , A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . 1801 ROCKDALE INDUSTRIAL BLVD. CONYERS, GA 30012 WWW.FREYMOSS.COM MODEL #: C: \ U s e r s \ r i c a r d o . t o r r e s \ D o c u m e n t s \ 2 0 2 4 R e v i t P r o j e c ts \ 1 2 - 2 5 - 8 0 0 1 2 _ 7 B r e w _ F a i r h o p e , A L _ A R C H _ V 2 4 _ H F A . R i c ar d o . T o r r e s . r v t 2/ 2 7 / 2 0 2 6 2 : 5 1 : 4 5 P M A5.0 TRASH ENCLOSURE 10/13/25 RTM 12 - 2 5 - 8 0 0 1 2 FA I R H O P E , A L A B A M A JM 7 B R E W -A5 . 0 -TR A S H E N C L O S U R E -RE V I S I O N 2 98 6 7 A L A B A M A 1 0 4 L O T 5 F A I R H O P E , A L 3 6 5 3 2 10 / 1 3 / 2 5 M I L K S I D E L A Y O U T G26SB18 RENCHARRISONHF & A S S O C I A T E S , P L L C 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 www.hfa-ae.com THIS SHEET IS NOT FOR STATE REVIEW/APPROVAL. FOR REVIEW AND APPROVAL ON A LOCAL AHJ LEVEL ONLY. 3/8" = 1'-0"1 TRASH ENCLOSURE - CONCRETE PLAN TRASH ENCLOSURE KEYNOTES Note Number Note Text 1 6" CONCRETE FILLED BOLLARD TO BE SURFACE MOUNTED 2 CUSTOM GATES: REF 6/A5.0 3 8 YARD DUMPSTER 4 8" SPLIT-FACE CMU BLOCK WITH INTRIGAL COLOR: YORK BUILDING PRODUCTS - CHARCOAL 5 4" MASONRY CAP ON TOP OF CMU WALL 6 TRASH ENCLOSURE FOUNDATION DESIGN. REF; DETAIL 4/ST.2 7 HSS 3x3x1/8 FRAME (TYP) 8 1 1/2" x 20 GAUGE INVERTED DECK 9 6" CONCRETE FILLED STEEL BOLLARD 7'-0" ABOVE PAVEMENT , SUNK MIN. 4'-0" FEET BELOW GRADE FOR EXTRA SUPPORT 10 7 " HEAVY DUTY GATE HINGE WITH GREASE FITTING - TYP. OF 2 PER DOOR 11 PL 3/16 x 2 (TYP 4-SIDES) 3/8" = 1'-0"2 TRASH ENCLOSURE PLAN 3/4" = 1'-0"8 PLAN DETAIL 3/8" = 1'-0"4 TRASH ENCLOSURE - SIDE ELEVATION 3/8" = 1'-0"3 TRASH ENCLOSURE - FRONT ELEVATION 3/8" = 1'-0"7 SECTION THRU TRASH ENCLOSURE 1" = 1'-0"5 TRASH ENCLOSURE - GATE / HINGE DETAIL * SPLIT-FACE 8" CMU BLOCK - YORK BUILDING PRODUCTS -COLOR: CHARCOAL - OR EQUAL (CONTRACTOR TO PROVIDE SUBMITAL FOR ARCHITECTURAL REVIEW PRIOR TO PURCHASE IF PRODUCT OTHER THAN SPECIFIED IS USED). 1" = 1'-0"6 CONCRETE FILLED PIPE BOLLARD DETAIL 1 PERMIT SET 10/13/25 3 REVISION 2 02/25/26 3 HFA1 Q 1 D0 O) ( I,........-........-.........!.........!........ -........ !.........!.......... I —IWEREA e I 1 I ‘ I I ITE-H . =E=W= —: -I : 1 4 - — — [TTTTTIII II II —III ......Ill — —T 2I 1 QX EL vS— —— —14 - keofALA ’ l A i 8876OQ 2 SREDARS(u........H.......,...I........।..।..।..।..III $ *►o Io o I o o 1■A 4 I 1 I I T I I T 1 I I I I I I I I I I— — T I : — i J ■ s ■ H 111111111111111111111111111111 T I I FREY-MOSS STRUCT1URES — I 1 I I 1 i i i — I I I I I I I I I I I I I I I I 1 I i I . I --46678544,1 L / 8 = 2 (o)O0 Ii L l I I I I I8 Page 110 of 799 NOTES: - POLE MOUNTED FIXTURES ARE MOUNTED ON A 7FT POLE ATOP A 3FT CONCRETE BASE. FOOTCANDLES LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES UNLESS OTHERWISE NOTED LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DIM SETTINGS BUG Rating ARR. WATTS TOTAL WATTS MANUFACTURER CATALOG LOGIC 7 A4 Single 6394 1.030 1.000 B1-U0-G3 45.14 315.98 Lithonia Lighting DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD 2 A4B SINGLE 4582 1.030 1.000 B0-U0-G2 45.14 90.28 Lithonia Lighting DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD 31 D Single 986 1.000 1.000 N.A.13.1 406.1 Juno Lighting WF6 SWW5 90CRI MW 1 WP Single 2913 1.030 1.000 B1-U0-G1 24.42 24.42 Lithonia Lighting WPX1 LED 40K MVOLT EXXX DBLXD LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1-7 A4 10 8-9 A4B 10 10-40 D 8.5 41 WP 8.5 CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN PROPERTY LINE 0.03 0.2 0.0 N.A.N.A. undercanopy 22.28 34 7 3.18 4.86 PAVED SURFACE 2.64 9.5 0.5 5.28 19.00 Undefined 0.38 8.3 0.0 N.A.N.A. 1 A4 2 A4 3 A4 4 A4 5 A4 6 A4 7 A4 8 A4B 9 A4B 13 D 19 D 20 D 23 D 36 D 41 WP 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.1 20 22 20 26 29 26 23 26 23 7 7 9 23 28 30 29 25 26 33 34 33 28 22 27 28 27 23 9 14 14 14 8 2.1 6.1 8.7 5.0 1.7 1.5 4.2 7.8 7.0 3.2 1.0 0.7 1.9 3.3 1.0 2.2 3.3 3.6 3.1 1.8 1.6 2.9 3.5 3.4 2.6 0.9 1.9 3.5 5.5 4.8 3.3 1.8 1.2 1.3 1.5 1.5 1.4 1.3 1.1 0.9 0.9 1.0 1.2 1.7 2.8 1.7 2.9 3.9 3.6 2.1 1.6 2.0 2.6 2.8 2.6 1.8 1.1 0.6 0.6 0.8 1.0 1.4 2.7 5.2 5.9 3.7 4.5 2.7 2.1 2.6 4.0 5.7 4.0 2.3 1.1 0.6 1.0 1.9 1.7 1.3 1.6 2.9 3.5 2.4 6.0 4.0 2.6 2.5 1.4 2.0 1.5 4.9 4.0 3.1 2.2 0.8 1.1 0.9 3.6 3.6 2.6 0.6 0.8 0.8 4.4 4.1 1.9 0.9 0.7 1.1 1.2 5.6 3.0 1.5 1.0 1.7 2.9 6.2 4.4 1.2 1.3 2.0 2.0 4.2 3.4 2.4 1.8 1.6 1.7 2.8 7.6 9.5 2.5 1.7 2.7 4.2 3.8 3.8 3.4 2.5 1.7 1.2 1.4 1.7 1.6 1.7 2.5 4.3 6.5 3.5 5.7 4.9 2.9 1.5 0.7 0.5 0.6 0.7 1.1 2.0 3.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.1 0.4 0.3 0.2 0.3 0.9 0.9 1.0 0.5 0.4 0.6 1.3 1.3 1.1 0.3 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.6 3.2 1.1 0.6 0.7 0.9 0.3 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 6.3 3.3 1.7 1.8 2.3 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.1 0.2 1.4 6.4 3.1 0.6 0.2 0.1 0.0 0.0 0.1 0.3 0.5 0.9 1.2 0.9 3.5 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.5 0.8 1.3 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.7 1.9 2.2 4.5 2.8 1.6 1.0 6.3 1.3 1.1 0.8 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 2.1 3.8 1.7 1.4 1.1 1.1 2.0 0.6 3.1 8.3 1.2 0.7 0.5 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.8 3.1 1.0 0.6 1.1 5.9 4.9 1.2 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.1 5.8 1.5 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.7 2.2 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 5.8 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.3 2.7 2.6 3.1 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.7 3.7 1.2 0.6 0.3 0.2 0.2 0.2 0.3 0.7 0.6 0.6 0.5 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.7 0.8 0.5 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GT DS DS DS DS ELEC COMM SLOPE UP ~ 5%%%SLOPE DOWN ~ 8%%% SL O P E D O W N 4" TO GT 2" VENT TO SWR 4" SWR WA T E R SU M P P U M P T O S T O R M GAS DS 2 1 3 4 5 6 7 9 8 11 13 1012141516 PARKINGNO 9 AP-1 ANALYSIS POINT 1.03 A-01 0.53 SUBBASIN A-02 SUBBASIN A-04 0.05 7 BREW FAIRHOPE, AL SCALE: 1" = 16' D 09/22/25 JRB LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-10650-S1-R4 REV.BY DATE DESCRIPTION R1 R2 R3 R4 JRB JRB JRB JRB 11/14/25 01/05/26 01/21/26 03/04/26 REDUCED HEIGHT OF POLES TOP 10 FT REVISED CAD BACKGROUND REDESIGNED TO MEET SPILL WITH DSX0 AND UPDATED POLE NOTATION REVISED TO REMOVE BUILDING LED PRODUCT 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.com ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY LOCATIONS OF EMERGENCY LIGHTING SHOWN WERE PROVIDED BY OTHERS. RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INSUFFICIENT LIGHTING DURING AN EMERGENCY EVENT. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. DISCLAIMER 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 | redleonard.com 5 • . /y Po WA2=—— *5 1 A A 1A A 21 7 O / & C . [s T T ' 7 REDLEONARD I & ASSOCIATES Q — ©■ > ] . □ 4 m Page 111 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. WALL MOUNTED QTY LABEL DESCRIPTION Series Color Temperature Voltage Options Finish WPX1 LED P1 WPX1 LED P2 WPX2 LED WPX3 LED 1,550 Lumens, 11W 1 2,900 Lumens, 24W 6,000 Lumens, 47W 9,200 Lumens, 69W 30K 3000K 40K 4000K 50K 5000K MVOLT 120V - 277V 347 347V 3 (blank)None E4WH Emergency battery backup, CEC compliant (4W, 0ºC min) 2 E14WC Emergency battery backup, CEC compliant (14W, -20ºC min) 2 PE Photocell 3 DDBXD Dark bronze DWHXD White DBLXD Black Note : For other options, consult factory. Note: The lumen output and input power shown in the ordering tree are average representations of all configuration options. Specific values are available on request. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 07/01/24 COMMERCIAL OUTDOOR WPX LED Wall Packs Ordering Information EXAMPLE: WPX2 LED 40K MVOLT DDBXD NOTES 1. All WPX wall packs come with 6kV surge protection standard, except WPX1 LED P1 package which comes with 2.5kV surge protection standard. Add SPD6KV option to get WPX1 LED P1 with 6kV surge protection. Sample nomenclature: WPX1 LED P1 40K MVOLT SPD6KV DDBXD 2. Battery pack options only available on WPX1 and WPX2. 3. Battery pack options not available with 347V or PE options. Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction The WPX LED wall packs are energy-efficient, cost- effective, and aesthetically appealing solutions for both HID wall pack replacement and new construction opportunities. Available in three sizes, the WPX family delivers 1,550 to 9,200 lumens with a wide, uniform distribution. The WPX full cut-off solutions fully cover the footprint of the HID glass wall packs that they replace, providing a neat installation and an upgraded appearance. Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life. Photocell and emergency egress battery options make WPX ideal for every wall mounted lighting application. Specifications FEATURES & SPECIFICATIONS INTENDED USE The WPX LED wall packs are designed to provide a cost-effective, energy-efficient solution for the one-for-one replacement of existing HID wall packs. The WPX1, WPX2 and WPX3 are ideal for replacing up to 150W, 250W, and 400W HID luminaires respectively. WPX luminaires deliver a uniform, wide distribution. WPX is rated for -40ºC to 40ºC. CONSTRUCTION WPX feature a die-cast aluminum main body with optimal thermal management that both enhances LED efficacy and extends component life. The luminaires are IP66 rated, and sealed against moisture or environmental contaminants. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs and LED lumen maintenance of L90/100,000 hours. Color temperature (CCT) options of 3000K, 4000K and 5000K with minimum CRI of 70. Electronic drivers ensure system power factor >90% and THD <20%. All luminaires have 6kV surge protection (Note: WPX1 LED P1 package comes with a standard surge protection rating of 2.5kV. It can be ordered with an optional 6kV surge protection). All photocell (PE) operate on MVOLT (120V - 277V) input. Note: The standard WPX LED wall pack luminaires come with field-adjustable drive current feature. This feature allows tuning the output current of the LED drivers to adjust the lumen output (to dim the luminaire). INSTALLATION WPX can be mounted directly over a standard electrical junction box. Three 1/2 inch conduit ports on three sides allow for surface conduit wiring. A port on the back surface allows poke-through conduit wiring on surfaces that don't have an electrical junction box. Wiring can be made in the integral wiring compartment in all cases. WPX is only recommended for installations with LEDs facing downwards. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. IP66 Rated. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. Specifications subject to change without notice. Front View Side View w D u L ---- :::c: <( B Luminaire Height (H)Width (W)Depth (D)Side Conduit Location WeightAB WPX1 8.1” (20.6 cm)11.1” (28.3 cm)3.2” (8.1 cm)4.0” (10.3 cm)0.6” (1.6 cm)6.1 lbs (2.8kg) WPX2 9.1” (23.1 cm)12.3” (31.1 cm)4.1” (10.5 cm)4.5” (11.5 cm)0.7” (1.7 cm)8.2 lbs (3.7kg) WPX3 9.5” (24.1 cm)13.0” (33.0 cm)5.5” (13.7 cm)4.7” (12.0 cm)0.7” (1.7 cm)11.0 lbs (5.0kg) Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ B ] - WPX1 LED P2 30K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 2748 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 24 Tilt 0 Max Illuminance 5 Area > 0.5fc 1344 Page 1 of 1Template Print 4 152020https://www.visua-3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ C ] - WPX2 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 5895 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 47.8 Tilt 0 Max Illuminance 11 Area > 0.5fc 1825 Page 1 of 1Template Print 4152020https://www.visua-3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ D ] - WPX3 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 9269 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 69 Tilt 0 Max Illuminance 17 Area > 0.5fc 2556 Page 1 of 1Template Print 4 15 2020https://www.visua-3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ A ] - WPX1 LED P1 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 1568 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 11 Tilt 0 Max Illuminance 3 Area > 0.5fc 844 Page 1 of 1Template Print 4 15 2020https://www.visua-3d.com/tools/template/Print.aspx?SessionID=7379918 LEGEND 0.1 fc 0.2 fc 1.0 fc 0.5 fc One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 07/01/24 COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections in a 25°C ambient, based on 6,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.94 >0.92 >0.90 To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting WPX LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards Photometric Diagrams Luminaire Input Power (W)120V 208V 240V 277V 347V WPX1 LED P1 11W 0.09 0.05 0.05 0.04 0.03 WPX1 LED P2 24W 0.20 0.12 0.10 0.09 0.07 WPX2 47W 0.39 0.23 0.20 0.17 0.14 WPX3 69W 0.58 0.33 0.29 0.25 0.20 Electrical Load WPX1 LED P1 HID Replacement Guide Luminaire Equivalent HID Lamp WPX Input Power WPX1 LED P1 100W 11W WPX1 LED P2 150W 24W WPX2 250W 47W WPX3 400W 69W Emergency Egress Battery Packs Battery Type Minimum Temperature Rating Power (Watts)Controls Option Ordering Example Standard 0°C 4W E4WH WPX2 LED 40K MVOLT E4WH DDBXD Cold Weather -20°C 14W E14WC WPX2 LED 40K MVOLT E14WC DDBXD WPX1 LED P2 WPX2 LED WPX3 LED The emergency battery backup is integral to the luminaire — no external housing or back box is required. The emergency battery will power the luminaire for a minimum duration of 90 minutes and deliver minimum initial output of 550 lumens. Both battery pack options are CEC compliant. Mounting Height = 12 Feet. Luminaire Color Temperature Lumen Output WPX1 LED P1 3000K 1,537 4000K 1,568 5000K 1,602 WPX1 LED P2 3000K 2,748 4000K 2,912 5000K 2,954 WPX2 3000K 5,719 4000K 5,896 5000K 6,201 WPX3 3000K 8,984 4000K 9,269 5000K 9,393 Lumen Output WPX1 LED 40K MVOLT EXXX DBLXD1WP One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2024 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 03/26/24 Page 1 of 9 COMMERCIAL OUTDOOR D-Series Size 0 LED Area Luminaire Specifications Catalog Number Notes Type Introduction The modern styling of the D-Series features a highly refined aesthetic that blends seamlessly with its environment. The D-Series offers the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. D-Series outstanding photometry aids in reducing the number of poles required in area lighting applications, with typical energy savings of 70% and expected service life of over 100,000 hours. EPA:0.44 ft2 (0.04 m2) Length:26.18" (66.5 cm) Width:14.06" (35.7 cm) Height H1:2.26" (5.7 cm) Height H2:7.46"(18.9 cm) Weight:23 lbs (10.4 kg) Hit the Tab key or mouse over the page to see all interactive elements. Ordering Information EXAMPLE: DSX0 LED P6 40K 70CRI T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX0 LED Series LEDs Color temperature 2 Color Rendering Index 2 Distribution Voltage Mounting DSX0 LED Forward optics P1 P5 P2 P6 P3 P7 P4 Rotated optics P10 1 P12 1 P11 1 P13 1 (this section 70CRI only) 30K 3000K 40K 4000K 50K 5000K (this section 80CRI only, extended lead times apply) 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K 70CRI 70CRI 70CRI 80CRI 80CRI 80CRI 80CRI 80CRI AFR Automotive front row T1S Type I short T2M Type II medium T3M Type III medium T3LG Type III low glare 3 T4M Type IV medium T4LG Type IV low glare 3 TFTM Forward throw medium T5M Type V medium T5LG Type V low glare T5W Type V wide BLC3 Type III backlight control 3 BLC4 Type IV backlight control 3 LCCO Left corner cutoff 3 RCCO Right corner cutoff 3 MVOLT (120V-277V) 4 HVOLT (347V-480V) 5,6 XVOLT (277V-480V) 7,8 120 16, 24 208 16, 24 240 16, 24 277 16, 24 347 16, 24 480 16, 24 Shipped included SPA Square pole mounting (#8 drilling, 3.5" min. SQ pole) RPA Round pole mounting (#8 drilling, 3" min. RND pole) SPA5 Square pole mounting (#5 drilling. 3" min. SQ pole) 9 RPA5 Round pole mounting (#5 drilling, 3" min. RND pole) 9 SPA8N Square narrow pole mounting (#8 drilling, 3" min. SQ pole) WBA Wall bracket 10 MA Mast arm adapter (mounts on 2 3/8" OD horizontal tenon) Control options Other options Finish (required) Shipped installed NLTAIR2 PIRHN nLight AIR gen 2 enabled with bi-level motion / ambient sensor, 8-40' mounting height, ambient sensor enabled at 2fc. 11, 12, 18, 19 PIR High/low, motion/ambient sensor, 8-40’ mounting height, ambientsensor enabled at 2fc 13, 18, 19 PER NEMA twist-lock receptacle only (controls ordered separate) 14 PER5 Five-pin receptacle only (controls ordered separate) 14, 19 PER7 Seven-pin receptacle only (controls ordered separate) 14, 19 FAO Field adjustable output 15, 19 BL30 Bi-level switched dimming, 30% 16, 19 BL50 Bi-level switched dimming, 50% 16, 19 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 Shipped installed HS Houseside shield (black finish standard) 20 L90 Left rotated optics 1 R90 Right rotated optics 1 CCE Coastal Construction 21 HA 50°C ambient operation 22 BAA Buy America(n) Act Compliant SF Single fuse (120, 277, 347V) 24 DF Double fuse (208, 240, 480V) 24 Shipped separately EGSR External Glare Shield (reversible, field install required, matches housing finish) BSDB Bird Spikes (field install required) DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white L H1 H2 Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. *See ordering tree for detailsDesign Select options indicated by this color background. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2024 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 03/26/24 Page 2 of 9 COMMERCIAL OUTDOOR 1.750" for aluminum poles 2.750" - for other poles type Drilling Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 23 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 23 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 23 DSHORT SBK Shorting cap 23 DSX0HS P#House-side shield (enter package number P1-7, P10-13 in place of #) DSXRPA (FINISH) Round pole adapter (#8 drilling, specify finish) DSXRPA5 (FINISH) Round pole adapter #5 drilling (specify finish) DSXSPA5 (FINISH) Square pole adapter #5 drilling (specify finish) DSX0EGSR (FINISH) External glare shield (specify finish) DSX0BSDB (FINISH) Bird spike deterrent bracket (specify finish) Shield Accessories NOTES 1 Rotated optics available with packages P10, P11, P12 and P13. Must be combined with option L90 or R90. 2 30K, 40K, and 50K available in 70CRI and 80CRI. 27K and 35K only available with 80CRI. Contact Technical Support for other possible combinations. 3 T3LG, T4LG, BLC3, BLC4, LCCO, RCCO not available with option HS. 4 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).5 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz).6 HVOLT not available with package P1, P2 and P10 when combined with option NLTAIR2 PIRHN or option PIR.7 XVOLT operates with any voltage between 277V and 480V (50/60 Hz).8 XVOLT not available in packages P1, P2 or P10. XVOLT not available with fusing (SF or DF).9 SPA5 and RPA5 for use with #5 drilling only (Not for use with #8 drilling).10 WBA cannot be combined with Type 5 distributions plus photocell (PER).11 NLTAIR2 and PIRHN must be ordered together. For more information on nLight Air 2.12 NLTAIR2 PIRHN not available with other controls including PIR, PER, PER5, PER7, FAO, BL30, BL50 and DMG. NLTAIR2 PIRHN not available with P1, P2 and P10 using HVOLT. NLTAIR2 PIRHN not available with P1, P2 and P10 using XVOLT. NLTAIR2 PIRHN not available with P1 using MVOLT. 13 PIR not available with NLTAIR2, PER, PER5, PER7, FAO BL30, BL50 and DMG. PIR not available with P1, P2 and P10 using HVOLT. PIR not available with P1, P2 and P10 using XVOLT. PIR not available with P1 using MVOLT.14 PER/PER5/PER7 not available with NLTAIR2, PIR, BL30, BL50. Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 15 FAO not available with other dimming control options NLTAIR2 PIRHN, PIR, PER5, PER7, BL30, BL50, or DMG. 16 BL30 and BL50 are not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, FAO and DMG. BL30 or BL50 must specify 120, 277 or 347V. Consult tech support for 208, 240 or 480V.17 DMG not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, BL30, BL50 and FAO.18 Reference Motion Sensor Default Settings table on page 4 to see functionality.19 Reference Controls Options table on page 4.20 Option HS not available with T3LG, T4LG, BLC3, BLC4, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information.21 CCE option not available with option BS and EGSR. Contact Technical Support for availability.22 Option HA not available with performance packages P6, P7, P12 and P13.23 Requires luminaire to be specified with PER, PER5 or PER7 option. See Controls Table on page 4.24 Single fuse (SF) requires 120V, 277V, or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF). Top of Pole 0.563" 1.325"0.400"(2 PLCS) Template #8 AHandhole B C D HANDHOLE ORIENTATION(from top of pole) 2.650" Tenon Mounting Slipfitter Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 External Glare Shield (EGSR)House Side Shield (HS) Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX0 with SPA 0.44 0.88 0.96 1.18 ---1.16 DSX0 with SPA5, SPA8N 0.51 1.02 1.06 1.26 ---1.29 DSX0 with RPA, RPA5 0.51 1.02 1.06 1.26 1.24 1.29 DSX0 with MA 0.64 1.28 1.24 1.67 1.70 1.93 DSX0 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. Minimum Acceptable Outside Pole Dimension SPA #8 3.5"3.5"3.5"3.5"3.5" RPA #8 3" 3" 3"3"3" 3" SPA5 #5 3" 3" 3"3"3" RPA5 #5 3" 3"3"3"3"3" SPA8N #8 3"3"3"3"3" Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS DOWNLIGHT QTY LABEL DESCRIPTION Catalog Number Notes Type CONTRACTOR SELECT WF4_WF6 SWW5 Page 1 of 2 WF4 & WF6 SWW5 4" & 6" Switchable White Downlight LED Ultra-Thin Wafer The 4" and 6" round smooth with 5CCT Switchable White technology provide high-quality light output and efficiency featuring a switch for easy color temperature adjustment to choose between 2700K, 3000K, 3500K, 4000K, or 5000K - while eliminating the need for recessed housings. FEATURES: ¡Round smooth lens trim designed to distribute precise even illumination for general purpose areas ¡Canless - no can required; equals easy to install and less labor ¡5 selectable color temperatures to choose with a switch ranging from warm (2700K) to daylight (5000K) allowing customization for endless applications ¡Dimmable to 10% Contractor Select™ CAN BE USED TOCOMPLY WITH 2019 JA8 HIGH EFFICACY LED LIGHT SOURCE REQUIREMENTS DI L TM IC RATED Catalog Number UPC Description Replaces Up To Lumens Input Watts CCT CRI Voltage Finish Dimming Protocol Pallet Qty. WF4 SWW5 90CRI MW M6 194994243465 4" Wafer-Thin LED Downlight 65W 670 9W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte White Triac 540 WF4 SWW5 90CRI MB M6 194994243595 4" Wafer-Thin LED Downlight 65W 670 9W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte Black Triac 540 WF6 SWW5 90CRI MW M6 194994243731 6" Wafer-Thin LED Downlight 75W 970 13W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte White Triac 360 WF6 SWW5 90CRI MB M6 194994243809 6" Wafer-Thin LED Downlight 75W 970 13W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte Black Triac 450 Accessories: Order as separate catalog number. WF8643 PAN Universal New Construction Wafer Pan WF4 PAN R12 4" new construction pan, retail pack of 12 WF6 PAN R12 6" new construction pan, retail pack of 12 WF4GR MW 4" Wafer Goof Ring 4.2" ID x 6.2" OD WF6GR MW 6" Wafer Goof Ring 6" ID x 8" OD WFJB U Remodel Joist Bar WFEXC6 SW3PIN FT4 3-Pin 6ft Cable WFEXC10 SW3PIN FT4 3-Pin 10ft Cable WFEXC20 SW3PIN FT4 3-Pin 20ft Cable *Goof rings are made of 22 gauge steel and painted white. 2700K 3000K 3500K4000K 5000K SWITCHABLE WHITE WF8643 Universal New Construction Pan Remodel Joist Bar WF4 PAN 4" New Construction Pan WFEXC_ extension cable Matte Black WF4 WF6 WF6 PAN 6" New Construction Pan One Lithonia Way, Conyers, GA 30012 | (800) 705-SERV (7378)| www.acuitybrands.com © 2023-2024 Acuity Brands Lighting, Inc. All rights reserved. Rev. 05/14/24 Page 2 of 2CONTRACTOR SELECT WF4_WF6 SWW5 HOUSING:Polycarbonate injection molded outer frame, with steel back plate. Non-conductive dead-front trim design suitable for a wide range of applications and codes requiring a non-conductive lens • FT4 3-pin plenum rated cable connector to connect from module to remote driver box • Steel spring clip for easy installation. 4", 6" or 8" cut out template is provided to ensure a correct sized hole is cut into ceiling for proper installation of the trim. Size of hole should not exceed 4-1/4" for the WF4 and 6-1/4" for the WF6 • Can be installed from 3/8" to 1 ½" ceiling thickness • Can be removed from below the ceiling for service or replacement. LED LIGHT ENGINE:Switchable white color temperature from 2700K, 3000K, 3500K, 4000K, 5000K • 90 CRI minimum • Color accuracy within 4 step McAdams Ellipse at the end CCT (2700K and 5000K), within 6 step McAdams Ellipse in the middle CCT (3000K, 3500K, and 4000K) • Dimming 100% to 10% with most standard incandescent dimmers (see list of approved dimmers). DRIVER:Connect directly to 120V Class-2 (CAN ICES-005 (B) / NMB-005 (B)) LED driver. 120V 60 Hz constant current driver provides noise free operation • IC rated driver with convenience of a switch to choose between 5 selectable color temperature options ranging from 2700K (warm white), 3000K, 3500K, 4000K, or 5000K (daylight) • The isolated driver integrated inside steel remote box with four 7/8" knockouts with slots for pryout. Suitable for pulling wires with the 12 cubic-inch wiring compartment to accommodate up to (6) 14 gauge insulated conductor, or (4) 12 gauge insulated conductors; making the Wafer LED Downlights much easier to wire in 2in/2out (plus ground) daisy-chain applications and contractor friendly • 2" plenum space required for the installation of the WF6 driver box; 3"plenum space required for the installation of the WF4 driver box • Suitable for installation in t-grid and drop ceiling applications with universal new construction pan. OPTICAL SYSTEM:Edge-lit LED technology uses light guided plate to distribute light • Polycarbonate lens provides even illumination throughout the space • Efficient system that can produce over 670 lumens while using 9W (WF4) and 970 lumens while using 13W (WF6) • Replaces 65W incandescent (WF4) and 75W incandescent (WF6). LIFE:Rated for 50,000 hours at 70% lumen maintenance. LABELS:CSA certified to US and Canadian safety standards • ENERGY STAR® certified product • Suitable for wet location, covered ceiling • Air-Loc certified in accordance with ASTM E283-2004 • NOM Certified • Can be used to comply with California Title 24 Part 6 High Efficacy LED light Source Requirements • U.S. Patent No. 10,681,784. TESTING:All reports are based on published industry procedures; field performance may differ from laboratory performance. WARRANTY:3-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Specifications Dimensions 4.1" 1.2" 5" 3.3" .5" 5.5" 1.3" 5.9" 5.1" 7" 5" 1.2" 3.0" WF4 WF6 PERFORMANCE DATA WF4 SWW5 WF6 SWW5 Input Voltage 120V 120V Input Power Typical 9W (+/-5%)13W (+/-5%) Frequency 60 Hz 60 Hz EMI/RFI FCC Title 47, Part 15 Class B (consumer)FCC Title 47, Part 15 Class B (consumer) Minimum Starting Temp -40°F (-40°C)-40°F (-40°C) Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. WF6 SWW5 90CRI MW31DAREA QTY LABEL DESCRIPTION DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD7A4 DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD2A4B 7 BREW FAIRHOPE, AL RL-10650-S1-R4 Dig♦/CT'S 0 |[ _[ADDITIONAL FIXTURE INFO ADDITIONAL FIXTURE INFO ADDITIONAL FIXTURE INFO [ engsJunosir 4 m — 52P "IT2" " n © 4? 20Ss BAA BABA fl5e oS8 designsoect 1 (A (A Juno - I 11 1;-I- - 4- (A (A 7 REDLEONARD I & ASSOCIATES CS REDLEONARD CS ® § 3 C £ 0) SJ “M LITHONIA LIGHTING: LITHONIA LIGHTING: L/THDNIA LIGHTING L/THDNIA LIGHTING [ L L10 t d Page 112 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. AREA WALL MOUNTED DOWNLIGHT 7 BREW FAIRHOPE, AL RL-10650-S1-R4 f9) Dg T O © -Q Ue 7 REDLEONARD 1 & ASSOCIATES Page 113 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. 7 BREW FAIRHOPE, AL RL-10650-S1-R4 0 9 3.5 0.55.7 4.9 2.9 1.5 0.7 0.6 0.7 2.0 3.1 3.8 3.8 3.4 2.5 1.2 1.6 2.5 4.3 - 4.2 3.4 2.4 1.6 2.5 2.7 4.21.8 Afa 2.05.6 3.0 1.5 1.0 4.4 1.2 1.3 2.0 OK(0)0.91.9 0.7 1.2 0.8 0.6 1.23.6 0.83.6 26 0.6 0 6 0 2 24.9 4.0 3.1 0.8 0 9 A4 11 6.0 4.0 2.6 2.5 2.0 1.5 4.53.7 2.7 2.1 2.6 4.0 5.7 4.0 2.3 0.6 1.0 19 1.6 2.9 3.5 2.4.2 2.9 2.0 2.6 2.6 0.83.9 3.6 2.1 1.6 2.8 1.8 0.6 0.6 1.0 2.7 5.2 5.9 3.5.2'5.5 1.2 1.5 1.20.9 1.9 4.8 3.3 1.8 1.3 1.5 1.3 0.9 0.9 1.0 2.8 b t 2.2 3.60.7 1.0 3.3 1.8 1.6 2.91.9 3.1 3.5 3.4 2.6 >0.94.22.1 7.86.1 8.7 5.0 1.5 7.0 3.2 1.0 L @ 7 REDLEONARD I & ASSOCIATES 5 A * A4 6.5 3.3 t 3 1.6 A4 3 Page 114 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. 7 BREW FAIRHOPE, AL RL-10650-S1-R4 f.al |) i •-=====! • Ra” 5.7*3.5 4.9 2.9 2.0 3.1 1.23.8 3.8 2.53.4 2.5 4.31.6 " “B■ ■ dm 1.6 4.24.2 3.4 2.4 1.8 2.5 2.7E 1Alu1.5 1.03.0 2.0 2.05 6 1 2 1.4 2.0 1.5 i 1.9 3.6 3.6 2.6 4 9 4.0 3.1 2.2 6.0 4.0 2.6 2.5 P 2.9 3.52.7 2.43.7 4.5 2.1 2.6 4.0 5.7 4.0 2.3 1.9 1.6W 5.22.9 3.9 3.6 2.8 5.92.6 2.72.1 1.6 2.0 2.6 1.8 1.0 3.5 5.5 4.8 0.9 0.9 2.80.9 1.9 3.3 1.8 1.2 1.3 1.5 1.5 1.4 1.3 1.0 1.2 3.3 3.6 *2.9 2.61.0 2.2 3.3 3.1 1.6 3.5 34 7.05.0 3.22.1 8.7 7.86.1 1.5 4.2 ME Mer @ 7 REDLEONARD I & ASSOCIATES .0 0.0. 0.6 •A4 6.5 T 1 8ha irmnan4283095359* p 1.9 Page 115 of 799 I S—63'58’56”—W,77.20 feet.are distance of 79.92 feet to a point; thence run Ian s S—22'20’40”—W, 142.19 feet, an arc distance of 145.85 feet to a thence run 8 TOGETHER WITH a permanent ingress/egress access easement appurtenant described as: O / /» 117 LOT 6 Ia P-©-— L A2 II L/S L/S 113s E —=N 90*00’00” E 166.44‘(R)-—PRIMEN 89*59’15” E 166.48’(M)\ —--E---Ep"q E 111)\ll3>2/ GRASS (M)/01/ /50c)SITE DATA /GRASS GGRASS 883 83 io io0 1. ZONING: B-2 (GENERAL BUSINESS)oey83) 2/2 10’ b2() GRASS SLIDE CHEIGHT RESTRICTIONS- 30’cc S — 0. 2. VERTICAL DATUM- NAVD88, OPUS SOLUTION GRASS INV N: 113.27’#1 15’ DRAINAGE AND UTILITY EASEMENT3. SITE BENCHMARKS- ()@2X42-_____10’ B.S.L (PLAT) _______________ ______ - L - 4. NOTES REGARDING TABLE A ITEMS 16 & 17-ss -b7 ® 5NOOBSERVABLECHANGESINSTREETRIGHT-OF-WAY LINES, RECENT STREET OR SIDEWALK REPAIRS. LOT 3 & 2 jSs Nt •"4ALTA/NSPS LAND TITLE SURVEY li21 CO lotO —SURVEYOR'S CERTIFICATION co 21 the State of Alabama to the best of my knowledge, information, and belief.' 1O) 05 For inquiries, questions or concerns about this survey contact mjfeldbusch@ussurveyor.com or call 1-800-867-8783 ext. 201 //oc/OAW ”I hereby certify that all parts of this survey and drawing have been completed accordance with the current requirements of the Standards of Practice for Surveying in in ZONING AND RESTRICTIONS SHOWN HEREON WERE OBTAINED BY A GENERAL REQUEST AT THE PUBLIC COUNTER OF THE LOCAL ZONING AUTHORITY. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION. THIS FIRM IS NOT AN EXPERT IN THE INTERPRETATION OF COMPLEX ZONING ORDINANCES, COMPLIANCE IS BEYOND THE SCOPE OF THIS SURVEY. ANY USER OF SAID INFORMATION IS URGED TO CONTACT THE LOCAL AGENCY DIRECTLY. N 90'00’00” W 3.08’(R) N 87'35’43” W 3.18’(M) A: 90.71’ ' R: 69.50’ B: N 52*40’52” E C: 84.41’ VACANT, NO BUILDINGS AT TIME OF SURVEY TOC: 110.56’ INV: 108.59’ AND INCLUDES ITEMS 1, 2, 3, 5, 4, 6a, 6b, 7a, 7b(1), 8, 9, 11b, 13, 16, 17, 19, 20, & 22 OF TABLE A THEREOF. THE FIELDWORK WAS COMPLETED ON JULY 8, 2025. distance of 271.19 feet to a point; thence run Southeasterly along a curve to the left having a radius 175.00 feet, a chord of which bears S-86'38’58”-E, 20.45 feet, an arc distance of 20.47 feet to a point; thence run N-90'00’00”-E, 85.53 feet to a point on the West right-of-way of State Route 181; thence run S-33'25’46”-E along said West right-of-way of State Route 181, 54.46 feet to a point; thence run S-00’15’38”-W along said West right-of-way of State route 181, 36.55 feet to a point; thence run N-90'00’00”-W leaving said West right-of-way of State Route 181, 89.75 feet to a point; thence run Southwesterly along a curve to the left having a radius of 88.00 feet, a chord of which bears MAG NAIL, ELEV. 117.31’ MAG NAIL, ELEV. 115.76’ Southwesterly along a curve to the right having a radius of 313.00 feet, a chord of which bears S-4T19’36”-W, 36.71 feet, an arc distance of 36.73 feet to a point; thence run Southwesterly along a curve to the left having a radius 187.00 feet, a chord of which bears N 90*00’00” W 252.84’(R) N 89*59’13” W 252.72’(M) QCO TOC: 117.72’ INV: 113.25’ K 2 b o O 05 I I I I a 0) TOC: 116.10’ INV: 109.46’ b b o o 0 0 I I \ \ / // S—00’00’00”—E 223.23 feet to a point; thence run N-89'39’53"-W, 100.29 feet to the Point of Beginning, containing 1.17 acres, more or less. 5. UNDERGROUND UTILITIES SHOWN HEREON ARE FROM A REPORT FURNISHED BY BLOODHOUND UTILITY LOCATORS. n L Ui O <o O TO: HARRISON FRENCH; FIRST AMERICAN TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS, JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS, o 0) TOC: 116.68’ INV: 112.68’ 15”RCP o 1 p o O to o o b b o o z z S 00'15’38” W 45.00’ S 00'01’35” W 45.361 112‘ I —1 Q 0) ® 15’ P. 00 00 00co CD 05 'cO O v- 05 05 m m= = II (R) A: 90.82’ R: 69.50’ B: N 52*33’41” E C: 84.49’ NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION OR BUILDING ADDITIONS IN RECENT MONTHS. TOC: 112.82’ . INV: 107.881—2% LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB ® 15’ 2954—B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres SETBACKS- -FRONT= 20’; WHERE ABUTS RESIDENTIAL, BE IN LINE WITH ADJACENT STRUCTURES -CORNER SIDE= NONE -SIDE= O’; 10’ WHEN ABUTTING RESIDENTIAL -REAR= O’; 20’ WHEN ABUTTING RESIDENTIAL = 5 co — ! ! in o 8 Z a0) a 0) \ TOC: 117.70’ INV: 113.33’ 15”RCP ,i ® I PARKING PROVIDED- -REGULAR= 0 SPACES -HANDICAP= 0 SPACES TOTAL SPACES PROVIDED= 0 MARKED SPACES z s Lu 3 Y § Q 0 5 Lu 3 s LOT 4 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 © ® 0 LOT 1 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 & O s » I Beginning at the Northeast corner of Lot 1, as recorded on Slide 2954-B in the Office of the Judge of Probate, Baldwin County, Alabama and also said point being the Point of Beginning; thence run N-90'00’00”-W 35.00’ to a point; thence run S-00'00’00”-E for a distance of 370.80’; thence run S-28'06’08”-W for a distance of 54.29’ to the beginning, of a curve to the left, said curve having a radius of 51.31’, chord bearing of S-0126‘16"-W and chord length of 64.42’, thence run along said curve 69.64’ to the beginning of curve to ® L 83 11 15”RCP | 'I Ii S-00'00’00”-E for a distance of 219.85’; thence run S-45'10’03”-W for a distance of 35.46’ to a point on the North right of way line of Alabama Hwy 104; thence run S-89'39’55”-E along said right of way line for a distance of 110.00’; thence leaving said right of way run N-44'49’57”-W for a distance of 42.34’; thence run N-00*00’00 -E for a distance of 165.96’; thence run N-45’00’00”-E for a distance of 20.51’; thence run N-90’00’00”-E for a distance of 244.33’; thence run S—45'00’00”-E for a distance of 20.51’; thence run S—00'00’00”—E for a distance of 168.94’; thence run S-45'10’03”-W for a distance of 40.16’ to a point on the North right of way line of Alabama Hwy 104; thence run S-89'39’55”-E along said right of way for a distance of 100.00’; thence leaving said right of way line run N-44'49’57”-W for a distance of 35.25’; thence run N-00'11’11”-E for a distance of 178.92’; thence run N-90'00’00”-E for a distance of 2.50’; thence run N-00'00’00”-E for a distance of 59.09’; thence run N-15*07’31"-E fora distance of 77.22’ to the beginning of a curve to the right, said curve having a radius of 90.82’, a chord bearing N-52'33’46”-E and chord length of 84.50’; thence run along said curve 90.82’; thence run N-90'00’00”-E for a distance of 166.44’ to a point on the west right of way line of Alabama Highway 181; thence run N-00’15’38”-E along said right of way line for a distance of 45.00’; thence leaving said right of way run N-90’00’00”-W for a distance of 166.58’ to the beginning of a curve to the right, said curve having a radius of 69.50’, a chord bearing N-45’00’00’’-W and a chord length of 98.29’, thence run along said curve 109.17’; thence run N-00’00’00”-W for a distance of 359.87’ to the Point of Beginning. Said easement contains 1.70 acres, more or the right, said curve having a radius of 137.02’, a chord bearing of S-3155‘31"- E and chord length of 45.65’, thence run along said curve 45.86’ to the beginning „of a curve to 7 •I N Cy ;70 © N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 ® $ ------------------------p 83 TOC: 117.19’ 1 . INV W: 113.25’ •SITE BM INV N: 11 I @ \ 2 the right, said curve having a radius of 27.40’, a chord bearing S-03'01 ’4O’’-E „and chord length of 16.10’; thence run along said curve 16.34’; thence run S-15’07’31 ”-W for a distance of 54.82’ to the beginning of a curve to the left, said curve having a radius of 174.50’, a chord bearing of S-12’53’08”-W and chord length of 13.64’; thence run along 83 © 83 said curve 13.64’ to the beginning of a curve to the right, said curve having a radius of 14.50’, a chord bearing S-50’19’22”-W and chord length of 18.52’; thence run along said curve 20.08’; thence run N-90’00’00”-W for a distance of 327.09’; thence run TOC: 116.97 INV: 111 .70‘ I I I ) > I O io loo I o o Job l|OO 177J II 'I n ll | • SITE BM . #2 OO.)/HE--O/HT- J -120' ( PROJECT LOCATION:PREPARED FOR: BALDWIN COUNTY, STATE OF ALABAMA G JULY 17DATE OF ORIGINAL: OPYRIGHT NOTE: , 2025PROJECT ADDRESS:PROJECT TYPE: DATE: SEPTEMBER 3 , 2025 DATE:, 2025 FIELD SURVEY:RH CAD: KJW PLS REVIEW:. Ri This drawing, style and format is protected bypPrightand all rights are reserved. The use XThis property is in Zone6o.FLOOD DATAHe :e 2 permission of 01003C0661Mof the Flood Insurance Rate Map, Community Panel No. 4/19/2019which has an effective date of and IS NOT in a Special 0PROFORMASHEET 1 OF 1 WHETHER SHOWN ON THIS SURVEY OR NOT PRIOR TO JOB NUMBER: 07/17/2025DATE OF CERTIFICATION SS57225.DWG NOT VALID WITHOUT ORIGINAL SIGNATURE 9867 STATE HWY 104 FAIRHOPE, AL 36532 REVISION: A REVISED TITLE COMMITMENT REVISION: A CLIENT COMMENTS-MDT REVISION:___________________________________ COMMENCEMENT OF WORK. THIS SURVEY HAS BEEN PREPARED USING AVAILABLE UTILITY DATA. THIS SURVEYOR DOES NOT MAKE STATEMENTS OF ACCURACY BASED UPON MAPS AND UTILITY LOCATES OF OTHERS. THIS SURVEY SHALL NOT BE USED WITH AN AFFIDAVIT OR LETTER OF ANY KIND FOR REUSE INCLUDING, BUT RECORD CLOSURE 1:381778.77 MEASURED CLOSURE 1:927815.53 ALTA/NSPS LAND TITLE SURVEY ) COPYRIGHT 2025 U.S. SURVEYOR his drawing, is the property of U. S. Surveyor, Flood Hazard Area. Field surveying was not performed to determine this zone. An elevation certificate may be needed to verify this determination or apply for an amendment from the Federal Emergency Management Agency.RODNEY K. YOUNG P.L.S. ALABAMA REGISTRATION NO. 25861 CERTIFICATION IS ONLY TO THE PARTIES HEREIN NAMED. THIS SURVEY IS NOT VALID FOR ANY FUTURE TRANSACTIONS OF THIS PROPERTY. 4929 Fii\7erw/nd Po/nte Dr/ \/e E \/ans ville, Indiana 42215 NOTICE: OTHER FLOODMAPS MAY EXIST THAT SHOW FLOODPLAIN AS DETERMINED BY STATE OR MUNICIPALITIES. THE CERTIFICATION ONLY COVERS THE FEMA FIRM MAP REFERENCED HEREON. HARRISON FRENCH NOT LIMITED TO, FUTURE CLOSINGS, MORTGAGES, PLOT PLANS, CONSTRUCTION, LANDSCAPING, PERMITTING, ETC. IT IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT, DIGITAL MILLENNIUM COPYRIGHT ACT, TO COPY OR MODIFY AND REUSE THIS SURVEY BEYOND THE DATE AND SCOPE. U.S. SURVEYOR, ITS ASSOCIATES, AND/OR AGENTS SHALL NOT BE LIABLE FOR USE OF THIS SURVEY BY ANY OTHER ENTITIES OR PERSONS FOR ANY PURPOSE BEYOND THE ORIGINAL . DATE, SCOPE._________________________________________ , 2025 DATE: JULY 21 Know what's below MClllsqg IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, STATE HIGHWAY 104 (80’ PUBLIC RIGHT-OF-WAY) AWABAl, 9 NcNsez C NO. 25861 . PROFESSIONAL • uns drawing style and format is strictly prohibited without the written consent and 2s, LAND &O - ORYE19 MK C 3IMPROVEMENT NOTES A1 NONE THIS IS A LISTING OF OBSERVED IMPROVEMENTS THAT CROSS DEED LINES. STATEMENT OF OWNERSHIP OR POSSESSION IS NOT THE INTENT OF THIS LISTING. JSTANDARD LEGEND ST HWY 104 SITE C )VICINITY MAP NOT TO SCALE N 30'O'30'60' J NORTH INDEX IS GRID STATE PLANE AL WEST SCALE: 1" = 30' THIS DRAWING WAS CREATED TO BE VIEWED IN DWG FORMAT. IF IT IS REPRODUCED OR VIEWED IN PDF OR ANY OTHER ELECTRONIC FORMAT, IT MAY NOT BE TO SCALE ( NOTES CORRESPONDING TO SCHEDULE B AS PER COMMITMENT NO. NCS-1226491AL1-ORL DATED JUNE 30, 2025 As amended by the Amendment to Declaration of Covenants, Restrictions and Grant of Easements, recorded on February 20, 21. Declaration of Covenants, Conditions, Restrictions and grant of Easement recorded as Instrument Number 1888620. Conditions, 2024 as 16. Building setback lines, drainage and utility easements, terms, conditions and restrictions as set out on recorded plat of said subdivision on Slide 2954-B, Slide 2954-C and corrected in Doc # 2189244. SHOWN HEREON; MULTIPLE DRAINAGE AND UTILITY EASEMENTS ALONG WITH 15’ SIDEWALK EASEMENT SHOWN APPROXIMATE HEREON Instrument Number 20108011. Further amended by Second Amendment to Declaration of Covenants, Conditions, Restrictions and Grant of Easements, recorded on April 4, 2025 as Instrument Number 2180246. SHOWN HEREON- 10’ UTILITY EASEMENT ALONG REAR SIDE OF SUBJECT PROPERTY 12. Right-of-Way from Barbara Y. Corte to The Utilities Board of the City of Foley, dated June 24, 1998, filed for record in Real Property Book 845, Page 623. IS NOT ON OR DOES NOT TOUCH 13. Release of Damages set forth in Deed to the State of Alabama dated January 24, 2014, recorded as Instrument Number 1439234. BLANKET IN NATURE, NO ITEMS TO PLOT 11. Oil, Gas and Mineral Lease from A.I. Corte, Jr., also known as Atilio I. Corte, Jr. and Barbara Yarbrough Corte to Amerada Hess Corporation, filed for record December 8, 1976 in Deed Book 510, Page 269. BLANKET IN NATURE, NO ITEMS TO PLOT 14. Non-Exclusive Easement for Ingress, Egress and Utilities from Barbara Y. Corte to The Sanctuary, LLC, dated April 27, 2005, recorded as Instrument Number 887981. IS NOT ON OR DOES NOT TOUCH 18. Drainage Easement granted to State of Alabama Department of Transportation recorded as Instrument Number 1883828. SHOWN HEREON 19. Term, Conditions, and Restrictions on use of subject property as set forth in Memorandum of Lease between Corte, Cave/Mitchell 1, LLC, as Landlord and Publix Alabama, LLC, as Tenant recorded as Instrument Number 1888619. NO ITEMS TO PLOT 22. Permanent Ingress Egress Access Easement granted to Lots 2, 3.4, 5, 6, 7, 8 and 9 as shown on Planters Pointe Subdivision Slide 2954-B as contained in Doc # 2137580. SHOWN HEREON ® ® ® ® ® ® ® ® c 3LEGAL DESCRIPTION C 3SURVEYOR NOTES THIS SURVEY IS SUBJECT TO ANY AND ALL ENFORCEABLE RESTRICTIVE COVENANTS. NONE Commencing at the Southwest corner of said Lot 2, NW Corner Hwy 181 Hwy 104 N-00'04’20”-W,Subdivision;863.28 feet to the S-89'39’53”-E, 574.80 feet to the Point of Beginning; thence run Northeasterly along a curve to the left having a radius of 50.00 feet, a chord of which bears N-45’10’03”-E, 70.92 feet, an arc distance of 78.83 feet to a point; thence run N-00’00’00”-E, 154.18 feet to a point; thence run Northwesterly along a curve to the left having a radius of 87.00 feet, a chord of which bears N-03'26’37’-W, 10.45 feet, an arc distance of 10.46 feet to a point; thence run N-06'53’06”-W, 118.06 feet to a point; thence run Northeasterly along a curve to the right having a radius of 150.00 feet, a chord of which bears N-44'54’29"-E, 235.73 feet, an arc Lot 5 of Planters Pointe Subdivision Re-sub of Lot 2 NW corner Hwy 181- Hwy 104 Sub as recorded on Slide 2954-B and Slide 2954-C, and corrected in Doc # 2180244, Baldwin County, Alabama. A2 ITEMS LISTED BELOW MAY REPRESENT AN EASEMENT THAT WAS NOT SHOWN IN SCHEDULE B DOCUMENTS TOGETHER WITH AND SUBJECT TO a non-exclusive easement, for ingress, egress, and utilities, over and across Lot 1 of the Northwest Corner of Hwy 181-Hwy 104 Subdivision, as recorded on Slide 2725-E and ratification of plat recorded as Instrument Number 1857087 in the Office of the Judge of Probate, Baldwin County, Alabama, which is hereby reserved unto the grantor, its successors and/or assigns for the benefit of its adjoining property and any future development thereof. Said easement being more particularly described as follows: ALTA/NSPS LAND TITLE SURVEY TITLE DETAIL SCALE: 1”=200’/C 8 Ir( -.12. I LOT 1 ------1 LOT 1 434—L 3 TOGETHER WITH Pr— 9 L32 LOT 5 _L15_ F s TOGETHER WITH®1 L29 L22 (, o 8 - aLOT 3 LOT 4 N 00'11’11 E )3 L26 STATE HIGHWAY 104 N 90'00’00” E N 00'00’00” W N 15'07’31” E N 90'00’00” E N 00'15’38” E N 90'00’00” W N 00'00’00” W 9 7 RADIUS 50.00’ 87.00’ 150.00’ 175.00’ 88.00’ 313.00’ 187.00’ 51.31’ 137.02’ 27.40’ 14.50’ 90.82’ 69.50’ DISTANCE 863.28’ 574.80’ 154.18’ 118.06’ 85.53’ 54.46’ 36.55’ 89.75’ 223.23’ 100.29’ 35.00’ 370.80’ 54.29’ 54.82’ 327.09’ 219.85’ 35.46’ 110.00’ 42.34’ 165.96’ 20.51’ 244.33’ 20.51’ 168.94’ 40.16’ 100.00’ 35.25’ 178.92’ 2.50’ 59.09’ 77.22’ 166.44’ 45.00’ 166.58’ 359.87’ CHORD BEARING N 45’10’03” E S 03’26’37” E N 44’54’29” E S 86’38’58” E S 63’58’56” W S 41’19’36” W S 22’20’40” W S 01’26’16” W N 31’55’31” W N 03’01’40” W S 50’19’22” W N 52’33’46” E N 45’00’00” W ARC LENGTH 78.84’ 10.46’ 271.18’ 20.46’ 79.92’ 36.73’ 145.86’ 69.64’ 45.86’ 16.34’ 20.09’ 87.89’ 109.17’ LINE L1 L2 L3 L4 L5 L6 L7 L8 L9 L10 L11 L12 L13 L14 L15 L16 L17 L18 L19 L20 L21 L22 L23 L24 L25 L26 L27 L28 L29 L30 L31 L32 L33 L34 L35 CHORD LENGTH 70.92’_______________ 10.45’______________ 235.73’______________ 20.45’_______________ 77.20’ 36.71’_______________ 142.19’ 64.42’_______________ 45.65’_______________ 16.10’______________ 18.52’______________ 84.50’ 98.29’ BEARING N 00'04’20” W S 89'39’53” E N 00'00’00” W N 06'53’06” W N 90'00’00” E S 33'25’46” E S 00'15’38” W N 90'00’00” W S 00'00’00” E N 89'39’53” W N 90'00’00” W S 00'00’00’’ E S 28'06’08” W S 15'07’31” W N 90'00’00” W S 00'00’00’’ E S 45'10’03” W S 89'39’55” E N 44'49’57” W S 00'00’00” E N 45'00’00” E N 90'00’00” E S 45'00’00’’ E S 00'00’00" E S 45'10’03” W S 89'36’55’’ E N 44'49’57” W P.O.B. TOGETHER WITH CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 P.O.C. TOGETHER WITH AND SUBJECT TO LOT 1 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C >-44-51%%_3/ 3ge . P.O.B. TOGETHER WITH AND SUBJECT TO 9 / 1 I I C I CO U3 00 CD O ENCOUNTER DR 7 7 o o 7 I N10 m US Surveyor Internal Use Only= XXX fff xx/xx OF - W A Y ) (V A R I A I ‘6 - ST A T E H I G H W A Y WI D T H P U B L I C R I G ] F 6 2 m ss § 12 5 8 8 9 5 9 g m 3 8 2 00 0 88 8 8 u e 2 h? 7 F m l m I @o s O H E Y A E R D E Y O = B 3 ’ i ! m13 I R 88 3 6 Ma 6 I z G do H 18O C O e s E8 5 3 8 8 8 3 8 3 a] & D P x® e o e 2 8 § mE B B O R ; 8 8 * 7 5 | I §2 8 8 88 9 % Hh r y K 6 1 'H i § =2 38 LO O S 5 — fl 3. 8 1 S y 23 1 2 x 9 8 8 3 . o 2o o o s 8 8 a k e k 8 a B d 0 ) ) , o 85 2 5 5 5 5 8 9 2 8 8 8 8 3 9 8 8 8 2 8 4 8 3 b 21 8 3 , |o 0 % 0 5 ® m B 8 4 O 4 ; | Bl e | 0 8 BO B B B 0 9 28 9 2 si I ! ! II P 7 ° 7 ° 2 = 88 1 $ 1 2 8 I 9 z2 6 2 3 ■■ ■ H h g ! Si l h i l l % % X o 11 15 9 §8 8 8 3 8 $ 8 * 3 I Z I S i 31 8 §8 8 5 5 5 3 5 8 §8 8 8 2 2 2 2 - : al l ST A T E H I G H W A Y 1 8 1 Page 116 of 799 Payton Rogers Road • Parcel Zoning: SIABAW vOu oCity of Fairhope Planning Commission March 2, 2026 Ao"A, &7LwA SR 25.09 - 7 Brew Fairhope T t 3 F CT 0 Project Name: 7 Brew Fairhope Site Data: 1.01 acres Project Type: Site plan approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 626310 General Location: Northwest corner of State Highway 181 and State Highway 104 Surveyor of Record: HFA-AE LTD Engineer of Record: HFA-AE LTD Owner/ Developer: Brew Horizons LLC School District:________________________ Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: — BU S H E L D R III W tn ■ f o.il 5 11 th e . wa t C E : E E - - IF J ।-- - - - - - - 1 I- = ST A T E H W Y 1 8 1 : ■ *» 3 A j i 4 — I Ji Pr I T 21 - t F I “ r P 7 ST A T E H W Y 1 8 1 ST A T E HW Y 18 1 J I 1 ST A T E HW Y 18 1 - - r . T r e - x 1 R o * __ _ Page 117 of 799 SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 1 of 7 SUMMARY OF REQUEST Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104 and is 1.01± acres. SITE HISTORY The subject site has been included in numerous Subdivision and Multiple Occupancy Project (MOP) requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any lot. There are no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS This application was before the Planning Commission at its January 5, 2026 meeting for Site Plan Review and was ultimately tabled at the request of the Applicant. At that time, the proposed plan had numerous deficiencies including insufficient tree plantings, insufficient landscaping adjacent to public right-of-way (ROW), insufficient stormwater screening, and non-compliant exterior lighting. The current application has addressed all previous concerns and is reflected in the following comments. Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Planter’s Pointe Subdivision establishes setback requirements for Lot 5 to be 10 feet from the North property line along Planter’s Pointe Boulevard, 10 feet from the West property line along Rockwell Boulevard, 10 feet from the South property line, and 50 feet from the East property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 19± feet. Tree & Landscaping - COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates full compliance with the Trees and Landscaping Ordinance (see exhibits). The Tree and Landscape plan illustrates an additional ten (10) understory trees on site which do not count towards required tree plantings. It’s important to note that these ten (10) understory trees are existing and were included in the original landscape plan approved with the Planter’s Pointe Multiple Occupancy Project (MOP), and as such, cannot be removed and must be protected throughout construction. Parking - COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule details the amount of on-site parking required for restaurants based on the number of seats provided. The proposed 7-Brew is a drive-thru only coffee restaurant which does not provide any indoor or outdoor seating. Drive-thru only businesses are omitted from Table 4-3, and as such, Page 118 of 799 SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 2 of 7 parking is not required at this time. However, the Site Plan does illustrate a surplus of nine (9) on -site parking spaces. Article IV Section E.4.c(2) of the Zoning Ordinance requires any parking provided that is more than what is required by Table 4-3 “shall be designed with a pervious surfacing”. As such, if approved, the Site Plan should be revised to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Rockwell Boulevard and Planter’s Pointe Boulevard, as required. Additionally, the proposed Site Plan illustrates the extension of the 12-foot-wide multi- purpose trailway along State Highway 181 with direct pedestrian access. Drainage - COMPLIANT Drainage is unique within the Planter’s Pointe development. Publix, the anchor store, provided underground drainage for itself and those stores connected to it. Notes on the Final Plat for Planter’s Pointe Subdivision state that all other lots must have self-sufficient drainage addressing all post-development stormwater runoff on the individual lots. As proposed the Applicant intends to utilize an underground stormwater management system located on the North side of the site and states within the provided Drainage Report that post development runoff conditions will not exceed predevelopment conditions. Exterior Lighting - COMPLIANT As proposed, exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance as it relates to on-site lighting. However, it’s important to note that while the submitted Photometric Plans illustrate blue building canopy lighting, the applicant has stated that they no longer intend to install the blue canopy lighting . If approved, the Photometric Plans should be revised to remove any lighting not to be proposed. Mechanical Equipment - COMPLIANT All mechanical equipment is proposed to be located on the building’s roof and is illustrated in the submitted plans. Dumpster - MORE INFO NEEDED The Site Plan illustrates a dumpster on the West side of the proposed building. It should be noted that if approved, the plans must be revised to include a dumpster detail illustrating dumpster screening in compliance with Article IV-B.2. of the Zoning Ordinance. Signage - N/A All Signage will be formally reviewed at time of sign permit submittal. However, the Applicant submitted two (2) possible signage options for staff to consider. Option A (see exhibits) is a singular 4-foot by 4-foot circular wall sign on the building’s front elevation facing State Highway 181, which as proposed, would be compliant with current sign regulations. Option B (see exhibits) is a singular 2.5-foot by 8-foot wall sign on the same elevation facing 181, which as proposed, would be non-compliant with current sign regulations as it exceeds the maximum allowable square footage for all signs on the subject site . Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Page 119 of 799 SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 3 of 7 Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A Traffic Study was generated with the application for Planter’s Pointe Subdivision in 2021. At that time there were not any determined land uses for each outparcel. As such, the trip generation analysis produced 395 entering trips and 302 exiting trips during a weekday AM peak hour; 573 entering trips and 559 exiting trips during a weekday PM peak hour. Per the applicant’s submitted traffic letter the proposed 7-Brew will generate a total of 91 trips (46 entry and 45 exit) during the Weekday AM peak hour a nd a total of 34 trips (17 entry and 17 exit) during the Weekday PM peak hour. Lot Access - COMPLIANT As illustrated, the subject site proposes one (1) access point to the site from Rockwell Boulevard. Comprehensive Plan - COMPLIANT Planters Pointe is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are additional commercial uses. Benefits to the Community - COMPLIANT As the number of residential units being developed in the area continues to grow a commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. Page 120 of 799 SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 4 of 7 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Recommendation: Staff recommends APPROVAL of SR 25.09 – 7-Brew Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards; 2. Revision of the construction plans to include a dumpster detail illustrating dumpster screening in compliance with Article IV.B.2. of the Zoning Ordinance; and 3. Revision of the Photometric Plans to remove any lighting not to be proposed. Page 121 of 799 EXHIBITS SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 5 of 7 Proposed Site Plan MAINTAIN EXISTING CURB REPLACEA 1 , RED t TS. NNCONCRETE SIDEWALK AS REQUIRED TO MAINTAIN ADA REQUIREMENTS. N\-TO FG AROUND RADIUS "gant : 7Pdihi----ist........Lsi........isi.........ist.........Lsi--------LSL....................LSL................LSL- I 1STORMWATER MANAGEMENT AREA ■5%J =4;-/= === — HEAVY DUTY ASPHALT CONCRETE (AC) PAVEMENToy / HEAVY DUTY CONCRETE PAVEMENT •F LOADING ZONE 1END OF STRAIGHT CURB • TRASH ENCLOSURE.SCREENING REQUIRED ■• BYPASS LANE RED THERMOPLASTIC ARROW AND TEXT v««22*■fr ///&START OF STRAIGHT CURB ■V START CURB TAPER ia 1 I SLIDING GLASS DOOR V 1«K7START INTEGRAL CURB ■Er| LANDSCAPE SETBACK LINEEND OF STRAIGHT CURB st&' GRADE SIDEWALK TO BLDG FFE. SEE GRADING PLAN.138 LF STRAIGHT CUR8 ■ — 10510 SF BUILDING. CONCRETE SIDEWALK EXISTING FIRE LANES VITHIN DRIVE AISLE ACCESS' 0/1' &48 LF STRAIGHT CURB STRIPED AREA THERMOPLASTIC SINGLE BLUE SOLID LINE 4" AT 45 DEG AT 2-0 OC [ 240 ST COOLER ]EXISTING SIDEWALK AND CURBING -START OF STRAIGHT CURB' AAMATCH CURB TO EXISTING -g V -END INTEGRAL CURB 4 • 55 LF INTEGRAL CURB i0Q4D/0[2D)101 LF STRAIGHT CURB — ■ STACK SPACE LENGTH MIN 20FT (TYP.)MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION).• :_ j I ll |1 457DETECTABLE WARNING STRIPS (TYP I'• ADA ACCESS ROUTE TO FACILITY FROM NEW TRAIL %22 ?AL-DOT TYPE M-4 CURB • I t NEW CURBING ALONG EXISTING DRIVE AISLE ■ 6ALDOT AND ADA COMPLIANT CROSSWALK MARKINGS ■ . (MUTCD R6-2R) RIGHT TURN ONLY 504 LF STRAIGHT CURBVSITE BM #1 OI WAY FINDING SIGNAGE (8TYP.' ADA CONCRETE SIDEWALK (TYP_ I ■ 61---LSL...........LSL..........LSL..........LSL- ■ START OF STRAIGHT CURB Deetsnsss Kdm = el ' STANDARD DUTY ASPHALT ■ CONCRETE PAVEMENT asyewy MSBC: - NEW CURB RADIUS TIE INTO EXISTING CURB ALONG DRIVE AISLE AND TAPER ' 7BREW DIRECTIONAL ARROW THERMOPLASTIC WHITE (TYP UNLESS OTHERWISE NOTED) • SITE LOHT POLES REFER TO PHOTOMETRIC PLAN AND SITE ELECTRICAL PLAN BV OTHERS DO NOT ENTER SIGN FACING SITE . ENTRANCE (MUTCD RS-11 (TYP_ ) • TERMINATE MULTL-USE PATH INSTALLATION AT PROPERTY LINE END OF STRAIGHT CURB TYPE II ADA RAMP IN SIDEWALK • 4* THERMOPLASTIC LINE TO DELINEATE DFIE-THRU FROM BY-PASS LANE ■ TIE-IN TO EXISTING GRADES. MAINTAIN MAX 2% CROSS SLOPE IN ALL DIRECTIONS. • 12 WIDE STOP BAR AND TEXT. WHITE THERMOPLASTIC (SEE PAVING PLAN FOR DIMENSIONS] (TYP ) ■ -285 LF MULTL-USE PATH (SIDEWALK) REFER TO SIDEWALK DETAIL FOR INSTALLATION PROVIDE 4" DASHED PAINTED YELLOW STRIPING ON CENTER AS SHOWN ' PARIGNG SPACE DESIGNATED AS VAN ACCESSIBLE DIRECTION TRAFFIC ARROW . WITHIN SITE. STYLE TO MATCH BRAND SYMBOLOGY (TYP.) HD AC PAVEMENT TO MATCH FFE. SEE DETAILS. 3 i UnLZe EXISTING DRAINAGE STRUCTURE : WITHIN MULTIUSE PATH FOR UNIFORMITY. PROVIDE AN ISOLATION JOINT AND SET PATH Fl USHWITH STRUCTURE (AT GRADE i TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS TRANSITION TO AL-DOT TYPE M-4 CURB - 14 LF STRAIGHT CURB BICYCLE PARKING BICYCLE PARK NG CALC TOTAL SPACES TEA _____________ SIGNAGE SIGNAGE REQUIREMENTS ' TYPE I ADA RAMP IN SIDEWALK •--LSL...........LSL-------- LSL-------- LSL-:. TRANSITION TO AL-DOT TYPE M4 CURB • o MATCH CURS TO EXISTING • __ 1+g 610 SF OF 1FT WIDE GORE STRIPING ; «& ENO INTEGRAL CURB. - TC TO MATCH BLDG FFE. - 25 LF INTEGRAL CURB • : END OF STRAIGHT CURB ■ N d START INTEGRAL CURB ' START OF STRAIGHT CURB, -1.4 m INO | START CURB TAPER X. ( BOLLARD (TYP) A S ---LSu st i/ . / 7//12 WHITE DO NOT ENTER STOP BAR AND TEXT/ SITE BM 24 I- 5 i BUILDING SETBACK LINE 2 4 THERMOPLASTIC BLUE (TYP ) s ADA PARKING AND SIGNAGE r SEE SITE DETAILS Page 122 of 799 EXHIBITS SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 6 of 7 Proposed Tree & Landscape Plan / EXISTING TREES OI TO REMAIN TREES TO HE FROTECTED WITH . 7*4 9 co TREE PROTECTION FENCE DURING ] • THE ENTIRE CONSTRUCTION '. 3 A_/ AB N PE5 N — 0 Tree Count Legend 21 Description Frontage Tree Perimeter Tree Quantity 6 _ Esor cF / /) 2... s ■ —" EXISTIN3 TREES (4) TO REMAN TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION 6 R CORTI 6 "n".A PARCELA —e‘-LSL jf LSL;25 s "MMAIMV "WawBSSS #""" " Iy FROP • MONUMENT SIGN . ee"-3= fees s 7 I N I CORTE, I I NIF AVE MITCHELL 1LLC Yes Yes 6 6 21 21 YesPerimeter Trees 0 0 27 27 Yes Yes Total Trees Saved (Credits)0 Total New Overstory Planted 27 Total New Understory Planted 0 YesSpecies Richness (> 4)4 TREE & LANDSCAPE COMPLIANCE TABLE Overstory Understory 6 0 0 0 6 0 0 0 8,818 5,291 24,348 10,610 Plan Provided 0 0 0 0 27 0 27 0 Yes Yes Plan Compliance? Parking Trees Overstory Understory Parking Understory < 50% Landscape Area Total Landscape Area Front Landscape Area Frontage Trees Frontage 1 Frontage 2 Frontage 3 Frontage 4 Reviewed by Payton Rogers Date 01/28/26 Plan Total Required f. 1 ■ / > I :■ a 85 5 © 0 m L" "M M M A i . I ■L % 8 3 .E % i De s a l i 'i gS g. . A $3 9 hi I 4 I .. . y ? # § 2 3 2 L. 2 5 . Ne A Ca ) 3 ‘. . 9 . ' ) tr z f0 — h if ss SA N - -- S A T - - S A N "S AN -. 8 3 IJ -- L S L — “2 1 J ZE E E 3 == W ) L- - M - - 4/ - ■S A N 1 A/ 3 '8 58 - st ? LS L -- - - - S H - - it : ’ IL -- 38 4 -- - - - - - 3 15 VI / \ 7 I WM W " Tw -- N V S - —$s W- = = = Nv s . “S A p Page 123 of 799 EXHIBITS SR 25.09 – 7-Brew Fairhope March 2, 2026 Page 7 of 7 Proposed Canopy Lights VA - A? 18 07 093.5 57 49 2.9 0.8 08 1.3 21 31 38 3.4 2.6 1.8 1.5 2.2 2.0 2.63.9 1.9 1.9 44 4.2 3.5 1.9 1.7 1.9 1.9 28 4.2 Ad 5.6 3.1 1.9 3.2 1.6 2.0 44 1 2 1.2 I 0.9 0.836 3.6 2.6 8.94.9 0.91.0 1.240 3.1 2.2 LM I 1802.56.0 40 2.6 2.0 1.5SF12 3.7 4.5 27 2.8 4.3 5.8 4.0 0.7 29 3.52.3 2.3 2.0 1.5 0.71.121 2.7 1.5 522.9 3.9 3.6 1.6 2.0 28 2.6 1.9 0.7 0 9 2.8 5.9 09 19 35 5.5 48 33 1 8 1.2 *.5 1.4 1.1 10 09 1 3 1.8 28 1.9 3.3 1.0 2.2 3.3 36 3.1 1.9 1.8 2.9 3.5 34 2.7 7.92.1 8.7 5.0 4.2 3.28.1 1.5L umdar- 166 SB12 72 M 24 .4 “== 402083558532855320033 ” 09 154 2.9 S=12 1183 1St 125.0 R lh l Page 124 of 799 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. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) of FA’ r .A"O. □ □ F0 ( Page 125 of 799 Authorization Letter To Whom it May Concern: I, _Dennis Proto_________, hereby authorize Owner of Record __Megan Broderick_____ of ______HFA-AE__LTD_____ Authorized Agent Company to represent me and to act on my behalf in regard to the application for __7 Brew Fairhope, AL____. Name of Development/Application Sincerely, ________________________________, __________________ Owner of Record Date 10.15.25 or FA/ ; ■ LABAMC Poute /oto A , 39 T Page 126 of 799 Delaware The First State Page 1 You may verify this certificate online at corp.delaware.gov/authver.shtml I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF FORMATION OF “BREW HORIZONS LLC”, FILED IN THIS OFFICE ON THE FIFTEENTH DAY OF SEPTEMBER, A.D. 2021, AT 1:59 O`CLOCK P.M. ARYS 2 0C-9, )9.C0 0. 4O20 s 0o Ll %o Page 127 of 799 OF BREW HORIZONS LLC This Certificate of Formation of BREW HORIZONS LLC (the “Company”), is being duly executed and filed by an authorized person, to form a limited liability company under the Delaware Limited Liability Company Act (6 Del. C. § 18-101, et seq.) (the “Act”). First: The name of the Company is BREW HORIZONS LLC Second: The address of its registered office in the State of Delaware is 251 Little Falls Drive in the City of Wilmington, DE 19808. The name of its Registered Agent at such address is Corporation Service Company. Third: The Company, in its limited liability company agreement, may establish one or more series pursuant to § 18-215 of the Act, and, if established, then, pursuant to § 18-215(b) of the Act, the debts, liabilities, obligations, and expenses incurred, contracted for, or otherwise existing with respect to a particular series shall be enforceable against the assets of such series only, and not against the assets of the Company generally or the assets allocated to any other series of the Company, and none of the debts, liabilities, obligations and expenses incurred, contracted for or otherwise existing with respect to the Company generally or any other series thereof shall be enforceable against the assets of such series. In Witness Whereof, the undersigned has executed this Certificate of Formation of BREW HORIZONS LLC this 15th day of September, 2021. BY: #150719353 vl /s/ Erin C. Joyce_____________ Erin C. Joyce, Authorized Person State of Delaware Secretary of State Division of Corporations Delivered 01:59 PM 09/15/2021 FILED 01:59 PM 09/15/2021 SR 20213252738 - File Number 6235998 STATE of DELAWARE LIMITED LIABILITY COMPANY CERTIFICATE of FORMATION Page 128 of 799 C1.0 COVER SHEET 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 FLOOD NOTE THIS SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN IN THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP 01003C0661M DATED 4/19/2019. LEGAL DESCRIPTION BENCHMARK TEMPORARY BENCHMARK A: FROM SURVEY TEMPORARY BENCHMARK B: FROM SURVEY PROJECT CONTACTS DEVELOPER BREW HORIZONS, LLC 2000 W. PARK DR., SUITE 130 WESTBOROUGH, MA 01581 508-561-4903 MIKE TIERNEY MTIERNEY@BREW-HORIZONS.COM SURVEYOR US SURVEYOR 9867 STATE HWY 104 FAIRHOPE, AL 36532 800-867-8783 X201 JENA WICKER JWICKER@USSURVEYOR.COM CIVIL ENGINEERING HFA-AE, LTD 1705 S. WALTON BLVD., SUITE 3 BENTONVILLE, AR 72712 479-273-7780 x199 JASON PANICARO JASON.PANICARO@HFA-AE.COM BUILDING MANUFACTURER ARNING 201 INDUSTRIAL PARK PL. CASSVILLE, MO 65625 800-732-5074 X1326 JENNIFER PEEK JPEEK@ARNINGCO.COM FIRE FAIRHOPE FIRE DEPARTMENT 198 SOUTH INGLESIDE FAIRHOPE, AL 36532 251-990-0143 CHRIS ELLIS FIRE CHIEF SITE PLAN & BUILDING PERMIT REVIEW CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV HEALTH DEPARTMENT BALDWIN COUNTY ENVIRONMENTAL OFFICE DIVISION ON INSPECTION SERVICES 22251 PALMER STREET ROBERTSDALE, AL 36567 251-947-3618 STATE HIGHWAY AL DEPT. OF TRANSPORTATION SOUTHWEST REGION - MOBILE AREA CHASE CHITWOOD AREA PERMIT MANAGER 251-470-8339 CHITWOODC@DOT.STATE.AL.US CITY STREETS DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV SANITARY SEWER & WATER DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV NATURAL GAS CITY OF FAIRHOPE GAS DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 ELECTRIC CITY OF FAIRHOPE ELECTRIC DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 TELEPHONE VERIZON 171 E I65 SERVICE ROAD SOUTH MOBILE, AL 36606 251-327-3459 STORM SEWER CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV LOT 5 OF PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NW CORNER HWY 181- HWY 104 SUB AS RECORDED ON SLIDE 2954-B AND SLIDE 2954-C, AND CORRECTED IN DOC # 2180244, BALDWIN COUNTY, ALABAMA. TOGETHER WITH AND SUBJECT TO A NON-EXCLUSIVE EASEMENT, FOR INGRESS, EGRESS, AND UTILITIES, OVER AND ACROSS LOT 1 OF THE NORTHWEST CORNER OF HWY 181-HWY 104 SUBDIVISION, AS RECORDED ON SLIDE 2725-E AND RATIFICATION OF PLAT RECORDED AS INSTRUMENT NUMBER 1857087 IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA, WHICH IS HEREBY RESERVED UNTO THE GRANTOR, ITS SUCCESSORS AND/OR ASSIGNS FOR THE BENEFIT OF ITS ADJOINING PROPERTY AND ANY FUTURE DEVELOPMENT THEREOF. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2, NW CORNER HWY 181 - HWY 104 SUBDIVISION; THENCE RUN N-00°04'20”-W, 863.28 FEET TO THE A POINT; THENCE RUN S-89°39'53”-E, 574.80 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, A CHORD OF WHICH BEARS N-45°10'03”-E, 70.92 FEET, AN ARC DISTANCE OF 78.83 FEET TO A POINT; THENCE RUN N-00°00'00”-E, 154.18 FEET TO A POINT; THENCE RUN NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 87.00 FEET, A CHORD OF WHICH BEARS N-03°26'37'-W, 10.45 FEET, AN ARC DISTANCE OF 10.46 FEET TO A POINT; THENCE RUN N-06°53'06”-W, 118.06 FEET TO A POINT; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET, A CHORD OF WHICH BEARS N-44°54'29”-E, 235.73 FEET, AN ARC DISTANCE OF 271.19 FEET TO A POINT; THENCE RUN SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 175.00 FEET, A CHORD OF WHICH BEARS S-86°38'58”-E, 20.45 FEET, AN ARC DISTANCE OF 20.47 FEET TO A POINT; THENCE RUN N-90°00'00”-E, 85.53 FEET TO A POINT ON THE WEST RIGHT-OF-WAY OF STATE ROUTE 181; THENCE RUN S-33°25'46”-E ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 54.46 FEET TO A POINT; THENCE RUN S-00°15'38”-W ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 36.55 FEET TO A POINT; THENCE RUN N-90°00'00”-W LEAVING SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 89.75 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 88.00 FEET, A CHORD OF WHICH BEARS S-63°58'56”-W, 77.20 FEET, AN ARC DISTANCE OF 79.92 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 313.00 FEET, A CHORD OF WHICH BEARS S-41°19'36”-W, 36.71 FEET, AN ARC DISTANCE OF 36.73 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 187.00 FEET, A CHORD OF WHICH BEARS S-22°20'40”-W, 142.19 FEET, AN ARC DISTANCE OF 145.85 FEET TO A POINT; THENCE RUN S-00°00'00”-E 223.23 FEET TO A POINT; THENCE RUN N-89°39'53”-W, 100.29 FEET TO THE POINT OF BEGINNING, CONTAINING 1.17 ACRES, MORE OR LESS. TOGETHER WITH A PERMANENT INGRESS/EGRESS ACCESS EASEMENT APPURTENANT DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF LOT 1, AS RECORDED ON SLIDE 2954-B IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA AND ALSO SAID POINT BEING THE POINT OF BEGINNING; THENCE RUN N-90°00'00"-W 35.00' TO A POINT; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 370.80'; THENCE RUN S-28°06'08"-W FOR A DISTANCE OF 54.29' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 51.31', CHORD BEARING OF S-01°26'16"¬W AND CHORD LENGTH OF 64.42', THENCE RUN ALONG SAID CURVE 69.64' TO THE BEGINNING OF CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 137.02', A CHORD BEARING OF S-31°55'31"-E AND CHORD LENGTH OF 45.65', THENCE RUN ALONG SAID CURVE 45.86' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 27.40', A CHORD BEARING S-03°01'40"-E AND CHORD LENGTH OF 16.10'; THENCE RUN ALONG SAID CURVE 16.34'; THENCE RUN S-15°07'31"-W FOR A DISTANCE OF 54.82' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 174.50', A CHORD BEARING OF S-12°53'08"-W AND CHORD LENGTH OF 13.64'; THENCE RUN ALONG SAID CURVE 13.64' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 14.50', A CHORD BEARING S-50°19'22"-W AND CHORD LENGTH OF 18.52'; THENCE RUN ALONG SAID CURVE 20.08'; THENCE RUN N-90°00'00"-W FOR A DISTANCE OF 327.09'; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 219.85'; THENCE RUN S-45°10'03"-W FOR A DISTANCE OF 35.46' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89°39'55"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 110.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-44°49'57"-W FOR A DISTANCE OF 42.34'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 165.96'; THENCE RUN N-45°00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 244.33'; THENCE RUN S-45°00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN S-00°00'00"-E FOR A DISTANCE OF 168.94'; THENCE RUN S-45°10'03"-W FOR A DISTANCE OF 40.16' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89°39'55"-E ALONG SAID RIGHT OF WAY FOR A DISTANCE OF 100.00'; THENCE LEAVING SAID RIGHT OF WAY LINE RUN N-44°49'57"-W FOR A DISTANCE OF 35.25'; THENCE RUN N-00°11'11"-E FOR A DISTANCE OF 178.92'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 2.50'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 59.09'; THENCE RUN N-15°07'31"-E FORA DISTANCE OF 77.22' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 90.82', A CHORD BEARING N-52°33'46"-E AND CHORD LENGTH OF 84.50'; THENCE RUN ALONG SAID CURVE 90.82'; THENCE RUN N-90°00'00"-E FOR A DISTANCE OF 166.44' TO A POINT ON THE WEST RIGHT OF WAY LINE OF ALABAMA HIGHWAY 181; THENCE RUN N-00°15'38"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 45.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-90°00'00"-W FOR A DISTANCE OF 166.58' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 69.50', A CHORD BEARING N-45°00'00"-W AND A CHORD LENGTH OF 98.29', THENCE RUN ALONG SAID CURVE 109.17'; THENCE RUN N-00°00'00"-W FOR A DISTANCE OF 359.87' TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 1.70 ACRES, MORE OR LESS. NOTES: REVISION CHART TITLE DATE# 7 BREW COFFEE VICINITY MAP 1=2000' STREET NAME TEXT 9867 AL-104 (LOT 5) FAIRHOPE, AL 36532 BALDWIN COUNTY SI T E SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 GENERAL NOTES C1.2 ALDOT NOTES C2.0 EXISTING CONDITIONS AND DEMO PLAN C3.0 EROSION CONTROL PLAN C4.0 SITE PLAN C5.0 PAVING PLAN C6.0 GRADING PLAN C6.1 PRE DEVELOPMENT PLAN C6.2 POST DEVELOPMENT PLAN C7.0 UTILITY PLAN C10.0 SITE DETAILS C10.1 SITE DETAILS C10.2 SITE DETAILS C10.3 SITE DETAILS C10.4 SITE DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS IRR1.0 IRRIGATION PLAN IRR1.1 IRRIGATION DETAILS ATTACH ALTA_NSPS LAND TITLE SURVEY ATTACH PHOTOMETRIC PLAN HARRISON FRENCH HFA/ & ASSOCIATES, PLLC HFA-AE , LTD.HFA 1% aur)% @ rG3=3Circle.Church — Fairhone Camr Triangle Dr Fairhope Camp © ©1(98 nope Pier O(73 Bay House c Top rated ‘ Fairhope Ave 3 O Walmart SupercentFairhope Fairhope Ave AutoZone Auto Parts Thomas Hospital O □ BILL-E's Restaurant 9 NESTDHoliday Inn Express□— Fairhope-Point Clear by... HORIZONS △ (2) A CENSeO **/ ©0,‘P"GiNES* %,f8/DAVWS △ iblix Super Market ' Planters Pointe... No. 52179 PROFESSIONAL Southern Antiques and Accents sort ■ ate Fairhope Lar RV Publix Super Market G at The Shoppes at S 6 3 Jubilee Suites Boutique B&B Top rated A A A A A O obrew JUA BA N $ YENs. Fairhope City _ The Reserve at Fairhope Parks & Rec —A Sunset Pointe at ( Fly Creek Marina y Page 129 of 799 C1.1 GENERAL NOTES 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 GENERAL CONSTRUCTION NOTES: 1.CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS OF THE SITE TO VERIFY ALL CHARACTERISTICS THAT ARE PRESENT. HE/SHE SHALL UNDERSTAND THE DEMOLITION AREA(S) AND THE REQUIREMENTS FOR REMOVAL FOR ITEMS SUCH AS BUT NOT LIMITED TO: PAVEMENT, SURFACE STRUCTURES, VEGETATION, TREES, UTILITIES (ABOVE & BELOW GROUND), DRAINAGE OUTFALLS, ETC. VERIFICATION OF LOCATIONS AND ELEVATIONS OF EXISTING DRAINAGE AND UTILITIES (WATER, SEWER, POWER, TELEPHONE, CABLE, GAS, ETC.) AND ALL POINTS OF PROPOSED CONNECTIONS SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CONSTRUCTION. POTENTIAL CONFLICTS BETWEEN EXISTING AND PROPOSED FEATURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES IN THESE CONSTRUCTION PLANS ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION. PRIOR TO THE START OF ANY CONSTRUCTION IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ALL PROTECTION OR RELOCATION TO THESE UTILITIES WITH OWNER OF THE UTILITY. CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER DISCOVERED, SHOWN ON THE PLANS, OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO CONTRACTOR BY THE PROTECTION OR RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO ADDITIONAL COMPENSATION ALLOWED. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN AND MAKE VERIFIED BIDS. IF ANY DISCREPANCIES IN QUANTITIES ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD. 2.CONTRACTOR IS RESPONSIBLE FOR REPAIRS AND RESTORATION OF ANY PRIVATE OR PUBLIC PROPERTY AFFECTED BY CONSTRUCTION WORK. AT NO ADDITIONAL COST CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PROPERTY TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY CONTRACTOR. CONTRACTOR SHALL UTILIZE A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE TO LOCATE AND FLAG ALL PROPERTY CORNERS THREE (3) TIMES, PRIOR TO CONSTRUCTION AND FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO HAVE PROPERTY CORNERS THAT HAVE BEEN LOST DURING CONSTRUCTION REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE. ALL (P.R.M'S) IRONS AND MONUMENTS SHOWN ON THE PLANS OR FOUND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PRESERVED AND PROTECTED. IF PROTECTED IRONS AND MONUMENTS ARE DESTROYED OR UNDER IMMEDIATE THREAT DURING CONSTRUCTION, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 3.CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, REPORTS, AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR READING, UNDERSTANDING, AND OBTAINING CLARIFICATIONS FOR ALL DRAWINGS, REPORTS, PERMITS, AND APPROVAL CONDITIONS. CONTRACTOR IS ALSO RESPONSIBLE FOR COMPLYING WITH LOCAL AHJ REQUIREMENTS TO DEPICT, DOCUMENT, AND CERTIFY FIELD CHANGES MADE, AND AT OWNER'S OR ENGINEER'S REQUEST, CONTRACTOR SHALL PROVIDE APPROPRIATE DOCUMENTATION THAT ALL PERMIT REQUIREMENTS HAVE BEEN ADHERED TO. 4.CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH APPLICABLE AHJ'S A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 5.CONTRACTOR SHALL SOD ALL DISTURBED AREAS UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLANS. SODDING INSTALLATION SHALL MEET OR EXCEED THE LANDSCAPE PLAN AND/OR AHJ SPECIFICATIONS. ALL SOD IS TO BE MAINTAINED AND IRRIGATED BY CONTRACTOR UNTIL DEEMED ACCEPTED BY OWNER, REGULATORY AGENCIES, AND ENGINEER OF RECORD. ANY WASHOUTS, REGRADING, RESODDING, VEGETATIVE RE-ESTABLISHMENT WORK, AND OTHER REQUIRED SITE STABILIZATION WILL BE PERFORMED AT NO ADDITIONAL COST BY CONTRACTOR UNTIL THE STABILIZED SITE IS ACCEPTED BY THESE PERSONNEL IN WRITING. 6.CONTRACTOR TO PROVIDE THE REQUIRED AND APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURES FOR THE CONSTRUCTION SITE AND POINTS OF STORMWATER DISCHARGE DURING ALL CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENTATION PROTECTIONS ARE TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED WITH GRASS, LANDSCAPING BEDS, OR SUITABLE PERMANENT EROSION PROTECTION TREATMENT. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH APPROVED STORMWATER POLLUTION PREVENTION AND EROSION CONTROL PLANS. 7.CONTRACTOR SHALL COMPLY WITH AND ENFORCE ALL WORK SITE SAFETY REGULATIONS AND BEST PRACTICES TO PROTECT THE PUBLIC AND CONSTRUCTION WORKERS DURING CONSTRUCTION AND MAINTENANCE OF THIS CONSTRUCTION SITE. THESE DRAWINGS DO NOT INCLUDE INSTRUCTIONS TO CONTRACTOR REGARDING SAFETY. 8.CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING INSTALLED. 9.CONTRACTOR SHALL MAINTAIN ANY REQUIRED ACCESS TO ADJACENT PROPERTIES. 10.OWNER SHALL ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS REQUIRED FOR PRIVATE WORK RELATED TO THE PROJECT. NO WORK WILL BE PERFORMED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION OF THE AFFECTED PROPERTY OWNER. 11.CONTRACTOR SHALL COORDINATE MOBILIZATION AND ALL CONSTRUCTION ACTIVITIES WITH OWNER. 12.CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH, AND IN ACCORDANCE WITH, REGULATIONS AND WRITTEN PERMISSIONS OF THE AUTHORITIES CONCERNED. 13.SIGNS AND TRAFFIC CONTROL DEVICES TO FOLLOW THE GUIDELINES OF THE MUTCD AND/OR LOCAL AHJ. 14.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER IN THE EVENT THERE ARE DISCREPANCIES DETERMINED BETWEEN PLANS. 15.CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC CONTROL PLAN (TCP) IF REQUIRED FOR ANY CONSTRUCTION ACTIVITIES LOCATED WITHIN PUBLIC RIGHT-OF-WAY. SITE NOTES: 1.ASPHALT CONCRETE SURFACE AND BASE COURSE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS DETAILED IN THE PLANS, GEOTECH REPORT, OR AS SPECIFIED BY THE STATE OR LOCAL JURISDICTION, WHICHEVER IS MOST STRINGENT. 2.CONTRACTOR SHALL UTILIZE AN INDEPENDENT TESTING LABORATORY, SELECTED AND PAID FOR BY CONTRACTOR, AND APPROVED BY OWNER AND ENGINEER, TO PERFORM CONSTRUCTION TESTING OF SOIL COMPACTION, IN-PLACE ASPHALT COURSES, AND CONCRETE STRENGTH FOR COMPLIANCE WITH SPECIFICATIONS. REQUIREMENTS FOR THICKNESS AND SURFACE SMOOTHNESS AS SPECIFIED IN THE PLANS. 3.CURBS MUST BE CAULKED BEFORE BACKFILLING AND STREET PAVING ACCORDING TO AHJ SPECIFICATIONS. THAT ARE ACCEPTABLE TO THE AHJ. 4.CONCRETE PIPE SHALL MEET LOCAL JURISDICTION OR DOT SPECIFICATIONS. NO DAMAGED OR REPAIRED PIPE IS ALLOWED. 5.CONCRETE PAVING AND STRUCTURES SHALL CONFORM TO PLANS AND LOCAL AHJ SPECIFICATIONS. DISCREPANCIES IN SPECIFICATIONS SHALL BE RESOLVED BY USING THE MOST STRINGENT SPECIFICATIONS. DEMOLITION NOTES: 1.CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES FOR REMOVALS AND RELOCATIONS OF THE RESPECTIVE UTILITIES AS NOTED ON THE PLANS. CONTRACTOR SHALL VERIFY THAT ALL WORK COMPLETED BY UTILITY COMPANIES IS CONSISTENT WITH THE PLANS AND SHALL NOTIFY OWNER AND ENGINEER OF RECORD IF NOT. 2.CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER DISPOSAL OF MATERIALS RESULTING FROM CONSTRUCTION, CONSISTENT WITH PLAN APPROVAL CONDITIONS, AND AS REQUIRED BY THE AHJ. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL ENSURE THAT UTILITY SERVICE LINES REQUIRED TO BE ACTIVE DURING CONSTRUCTION, ABOVE AND BELOW GROUND, ARE MAINTAINED AND OPERATIONAL THROUGHOUT THE DURATION OF CONSTRUCTION. 4.CONTRACTOR SHALL ENSURE THAT APPURTENANCES NOTED TO BE REMOVED, ARE REMOVED IN THEIR COMPLETENESS, UP TO AND INCLUDING THE ABOVE GROUND AND BELOW GROUND APPURTENANCES, POLES, STRUCTURES, BOXES, PIPING, ENCASEMENTS, OR WIRING AS DIRECTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR CLARIFYING LIMITS OF DEMOLITION WITH OWNER AND ENGINEER OF RECORD. 5.CONTRACTOR SHALL BACKFILL EXCAVATIONS RESULTING FROM DEMOLITION WORK THAT MEETS OR EXCEEDS THE REQUIREMENTS FOR FILL OUTLINED IN THE PROJECT GEOTECHNICAL REPORT. 6.CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER REMOVAL AND ABATEMENT OF ASBESTOS AND ALL OTHER HAZARDOUS MATERIALS. CONTRACTOR SHALL REMOVE, ABATE, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. PAVING, GRADING AND DRAINAGE NOTES: 1.THE CONSTRUCTION AREA SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL AND ORGANIC MATTER FROM AREAS TO BE OCCUPIED BY BUILDING AND PAVEMENT. TOPSOIL FOR REPLACEMENT ON SLOPES MAY BE STOCKPILED ON SITE WITH APPLICATION OF REQUIRED EROSION CONTROLS. 2.AREAS TO RECEIVE FILL SHALL BE SCARIFIED AND THE TOP 8 INCH DEPTH COMPACTED TO 95% STANDARD PROCTOR OF THE MAXIMUM LABORATORY DENSITY OR IN ACCORDANCE WITH GEOTECH REPORT. UNSUITABLE AREAS SHALL BE UNDERCUT AND REPLACED WITH SUITABLE MATERIAL BEFORE FILL MATERIAL CAN BE APPLIED. IN AREAS OF EXCAVATION, IF UNSUITABLE SOILS ARE ENCOUNTERED, A QUALIFIED GEOTECHNICAL ENGINEER SHALL RECOMMEND TO OWNER AND CONTRACTOR ON THE METHODS OF UNDERCUTTING AND REPLACEMENT OF PROPERLY COMPACTED, APPROVED FILL MATERIAL. PROOF-ROLLING AND UNDERCUTTING SHALL BE PERFORMED DURING A SUFFICIENT DURATION OF DRY WEATHER. 3.OFF-SITE FILL MATERIAL SHALL BE SUITABLE AND MEET OR EXCEED THE REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT AND SHALL BE FREE FROM UNSUITABLE MATERIAL. 4.AREAS THAT ARE CUT TO SUBGRADE LEVELS SHALL BE PROOF-ROLLED TO DETECT UNSUITABLE SOILS. CUT AREAS ARE TO BE SCARIFIED AND RECOMPACTED TO 95% STANDARD PROCTOR AND TESTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF BASE MATERIAL. 5.CONTRACTOR SHALL TEMPORARILY STABILIZE GRADED AND OTHERWISE DISTURBED AREAS WITHIN 15 DAYS, OR WITHIN TIMEFRAMES SET BY THE AHJ, WHICHEVER IS MORE STRINGENT, AFTER GRADING OR DISTURBANCE ACTIVITY HAS CEASED IN THAT AREA. 6.STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE GROUTED TO ENSURE ALL CONNECTIONS AT STRUCTURES ARE WATER TIGHT. 7.SOIL STOCK PILES OF IMPORTED FILL SHALL BE LIMITED TO 10 FOOT VERTICAL HEIGHT UNLESS APPROVED BY ENGINEER OF RECORD. CONTRACTOR SHALL PROVIDE A REQUEST FOR SUCH STOCK PILES WITH INFORMATION DEMONSTRATING PROPOSED SLOPE STABILITY, ADEQUATE EROSION CONTROLS, AND DRAINAGE CONTROLS. 8.CONTRACTOR SHALL PLACE EXPANSION JOINTS BETWEEN CONCRETE PAVING TRANSITIONS. 9.CONTRACTOR TO PROVIDE 45° CHAMFERED SHAPE AT CORNERS OF CONCRETE PAVING TO INCLUDE CONTROL JOINTS AT TRANSITIONS TO ABUTTING PAVEMENTS, UNLESS OTHERWISE SPECIFIED ON PLAN DETAILS - SEE DETAILS. 10.CONTRACTOR SHALL SUBMIT FOR APPROVAL TO ENGINEER OF RECORD, SHOP DRAWINGS ON ALL PROPOSED PRECAST AND MANUFACTURED STRUCTURES. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY CONTRACTOR SIGNATURE PRIOR TO SUBMITTAL TO ENGINEER OF RECORD FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11.PROPOSED DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 12.PIPE LENGTHS SHOWN ARE THE MINIMUM REQUIRED TO THE INSIDE FACE OF THE DRAINAGE STRUCTURE OR END OF MITERED END SECTION. 13.CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL FLUSH EXISTING AND PROPOSED ONSITE STORM DRAIN PIPES AND STRUCTURES WITHIN WORK AREAS AS NEEDED DURING CONSTRUCTION TO PREVENT DEBRIS ACCUMULATION AND BLOCKAGE. DRAINAGE INFRASTRUCTURE IS TO BE CLEAR OF DEBRIS PRIOR TO CONTRACTOR'S REQUEST FOR ENGINEER'S FINAL INSPECTION DEBRIS FROM FLUSHING IS TO BE CAPTURED, COLLECTED, AND REMOVED FROM SITE TO BE DISPOSED IN A PERMITTED AND APPROVED LOCATION. CONTRACTOR SHALL PUMP DRAINAGE SYSTEM DRY FOR FINAL INSPECTION ACCORDING TO AHJ REQUIREMENTS. 14.CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) OR THE ARCHITECTURAL BARRIERS ACT (ABA) AS APPLICABLE TO THE PROJECT. HANDICAP ACCESSIBLE SIDEWALK RAMPS SHALL BE CONSTRUCTED PER PLAN AND LOCAL AHJ STANDARDS. 15.DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, AS DIRECTED BY ENGINEER OF RECORD, OR AS DESCRIBED BY THE PROJECT SOIL TESTING COMPANY, WITH OWNER APPROVAL. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE TO A PERMITTED AND APPROVED LOCATION, AND SUCH EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 16.CONTRACTOR IS TO PROVIDE A ½” BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE TO ANY BUILDING, STRUCTURE, OR UTILITY SERVICE PAD. 17.GREEN OPEN SPACE ELEVATIONS SHOWN ARE TO TOP OF SOD WITH ASSUMED 2” SOD THICKNESS. CONTRACTOR IS THEREFORE TO PREPARE SODDED AREAS TO A GRADE 2" BELOW OVERLAND FINISHED GRADES AND 2” BELOW ABUTTING PAVEMENT AND CURBING EDGES BEFORE LAYING SOD OR INSTALLING LANDSCAPED MULCH BEDS. ALL AREAS TO BE GRADED AND SODDED MUST DRAIN WITHOUT ANY PONDING. CONTRACTOR WILL BE REQUIRED TO REGRADE AND RESOD ANY AREAS WHICH ARE PONDING OR DO NOT ACHIEVE POSITIVE DRAINAGE. 18.CONTRACTOR IS REQUIRED TO ADJUST SURFACE COVERS (VALVE COVERS, HANDHOLE BOXES, METER PITS, MANHOLE RIMS, ETC.) AS NECESSARY TO MATCH FINISHED GRADE SMOOTH IN LINE AND GRADE. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND LOCAL AHJ REQUIREMENTS. 19.BACKFILL MATERIAL SHALL BE COMPACTED TO THE PLANS AND PROJECT GEOTECHNICAL SPECIFICATIONS AROUND PIPES IN 6" LIFTS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP AND ONE FOOT BELOW BOTTOM OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE FILLED IN 12” MAXIMUM LIFTS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99, MODIFIED PROCTOR. OTHER AREAS TO BE FILLED SHALL ADHERE TO GEOTECHNICAL REQUIREMENTS ON IMPORTED FILL. 20.DRAINAGE AND UTILITY LINE CLEAN OUT ACCESS PORTS IN HARDSCAPE AREAS SHALL HAVE HEAVY DUTY ADA COMPLIANT RIMS, LIDS, AND COVERS SET FLUSH WITH ADJACENT GRADES; LIDS IN NON-HARDSCAPE LANDSCAPED AREAS SHALL BE PLACED IN A 2'X2' SQUARE 4" THK. CONCRETE PAD. 21.CONTRACTOR SHALL COMPACT PERIMETER BERMS AND POND EMBANKMENTS THAT WILL SUPPORT STRUCTURES TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY (MODIFIED PROCTOR) UNLESS OTHERWISE SPECIFIED BY ARCHITECT OR GEOTECHNICAL ENGINEER. FOR ALL OTHER AREAS, CONTRACTOR SHALL COMPACT BERMS AND EMBANKMENTS TO 90 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) IN ACCORDANCE WITH ASTM D1557. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED GEOTECHNICAL TEST REPORTS CERTIFYING THAT PLACED EMBANKMENTS ARE COMPACTED TO THE FULL DEPTH OF FILL. 22.SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE PLANS, THE FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR MUTCD OF THE AHJ AS APPLICABLE. ONSITE PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT MEETING PROJECT SPECIFICATIONS AND LOCAL AHJ REQUIREMENTS UNLESS OTHERWISE NOTED. HANDICAP ACCESSIBLE REQUIREMENTS FOR SIGNAGE AND STRIPING WILL BE PER THE LATEST ADA/ABA CRITERIA USING THE APPROPRIATE TRAFFIC PAINT COLORS UTILITY NOTES: 1.UNLESS OTHERWISE NOTED, UTILITY RELATED CONSTRUCTION, MATERIALS, TESTING AND RECORD KEEPING SHALL CONFORM TO ALL APPLICABLE AHJ STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS TO CONTACT THE UTILITY COMPANY AND ENGINEER OF RECORD TO ARRANGE AND SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION. 3.FOR GRAPHIC CLARITY, NOT ALL FITTINGS ARE DEPICTED ON THE PLANS. THE UTILITY LINE ALIGNMENTS AND CONFIGURATIONS ARE SHOWN FOR LOCATION AND SIZE. PROPOSED WATERMAIN AND SEWER FORCEMAIN FITTINGS ARE SHOWN AT SIGNIFICANT BENDS IN MAINS. ADDITIONAL FITTINGS MAY BE REQUIRED TO BEND MAINS AS SHOWN. ADDITIONAL FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE INSTALLATION OF MAINS AND NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL FITTINGS. CONTRACTOR MAY DEFLECT PROPOSED MAINS TO ROUTE PIPES AS SHOWN, HOWEVER NO DEFLECTIONS SHALL EXCEED THE ALLOWABLE DEFLECTION LIMITS SET FORTH BY PIPE MANUFACTURERS 4.UTILITY PIPE LENGTHS, NOT DRAINAGE, ARE APPROXIMATE AND ARE MEASURED CENTER TO CENTER. 5.CLEAN-OUTS AND VALVE COVERS SHALL BE OF HEAVY DUTY TYPE CASTINGS AND CONSTRUCTION WHEN LOCATED IN PAVEMENTS SET IN A CONCRETE PAD OR COLLAR. COVERS SHALL BE SET FLUSH WITH SURROUNDING PAD OR COLLAR, AND PAD OR COLLAR SET FLUSH WITH FINISHED GRADE. 6.SHOP DRAWINGS FOR WATER AND SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 7.IF CONTRACTOR CHOOSES TO IMPLEMENT APPURTENANCES OR TECHNIQUES SUCH AS TRENCH BOXES, SHEET PILING, DEWATERING, FLATTEN TRENCH SLOPES, ETC. TO FACILITATE CONSTRUCTION, THESE ITEMS SHALL BE INCORPORATED INTO THE BASE BID COST FOR EACH ITEM SUCH THAT NO ADDITIONAL COMPENSATION WILL BE PAID BY OWNER. 8.CONTRACTOR IS REQUIRED TO ADJUST EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADES. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND AHJ SPECIFICATIONS. 9.CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, ATTACH PIPE TO, CONNECT HOSE TO OR TAP WATER SUPPLIES FOR CONSTRUCTION UNLESS DULY AUTHORIZED TO DO SO BY THE AHJ AND WITH WRITTEN PERMISSION FROM THE WATER SUPPLY OWNER. CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF WATER SERVICE TO THE PUBLIC, OR TO PRIVATE WATER SUPPLY OWNERS. HFA AND OWNER ARE TO BE HELD HARMLESS. 10.CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR ALL TRENCHING, BACKFILLING AND PIPE LAYING 11.CONTRACTOR SHALL ENSURE THAT CONSTRUCTED UTILITIES ARE VERIFIED INSTALLED, INSPECTED, AND TESTED PER AHJ REQUIREMENTS. 12.CONTRACTOR SHALL MAINTAIN MINIMUM HORIZONTAL AND VERTICAL SEPARATIONS BETWEEN WATER SEWER, DRAINAGE, ELECTRICAL, GAS, CONDUITS, WIRES AND ANY OTHER UNDERGROUND UTILITIES AS DEPICTED IN PLANS OR DISCOVERED, PER UTILITY OWNER AND AHJ REQUIREMENTS. 13.CONTRACTOR SHALL COORDINATE LOCATION AND MARKING OF EXISTING WIRES AND CONDUITS WITH UTILITY PROVIDERS AND SHALL COORDINATE CONSTRUCTION OF PROPOSED WIRES AND CONDUITS. 14.WATERMAIN AND SEWER FORCEMAIN BENDS AND FITTINGS SHALL BE CONSTRUCTED WITH RESTRAINED JOINTS, THRUST BLOCKING OR APPROVED EQUAL PER AHJ SPECIFICATIONS 15.EACH GOVERNING AHJ SHALL BE NOTIFIED NO LESS THAN 48 HOURS PRIOR TO THE INSTALLATION OF PUBLIC UTILITIES, INFRASTRUCTURE, ROADWAY, ETC. TESTING SHALL BE COORDINATED BY CONTRACTOR WITH THE AHJ, AND CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF UTILITY ACCEPTANCES BY AHJ. 16.CONTRACTOR SHALL INSTALL OVERHEAD UTILITIES TO MEET OR EXCEED REQUIRED AHJ CLEARANCE HEIGHTS ABOVE FINISHED GRADE. IF CONSTRUCTED CLEARANCE IS LESS THAN 16.5', OR LESS THAN REQUIRED AHJ CLEARANCE, CONTRACTOR SHALL CONTACT UTILITY, OWNER, AND ENGINEER OF RECORD. HFA IS NOT RESPONSIBLE FOR ANY DAMAGE TO OVERHEAD UTILITIES. 17.CONTRACTOR IS RESPONSIBLE FOR UTILITY COORDINATION NOTIFICATION, AND SCHEDULING OF ALL PARTIES FOR CONSTRUCTION, TESTING, INSPECTION AND CERTIFICATION. 18.CONTRACTOR SHALL NOTIFY AND DOCUMENT NOTIFICATION TO UTILITY OWNERS AND AGENCIES NOT LESS THAN (2) FULL BUSINESS DAYS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION. UTILITY OWNERS AND AGENCIES ARE LISTED ON THE COVER SHEET. NOTICE OF INTENT TO START CONSTRUCTION SHALL ALSO BE SENT TO ALL AVAILABLE INTER-AGENCY NOTIFICATION SYSTEMS THAT MAY EXIST, SUCH AS 811 ONE-CALL, MISS UTILITY, DIG SAFE, ETC. HFA AND OWNER ARE NOT RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIES. EROSION CONTROL NOTES: 1.WASH WATER FROM CLEANING CONCRETE TRUCKS, CONSTRUCTION VEHICLES, CONSTRUCTION EQUIPMENT, ETC. SHALL BE COLLECTED, DETAINED AND PROPERLY TREATED OR DISPOSED ACCORDING TO AHJ DETAILS AND SPECIFICATIONS. 2.CONTRACTOR SHALL DEFINE AND DEPICT PLAN SHEET LAYOUTS OF ONSITE AND OFFSITE AREAS FOR THE TEMPORARY PARKING AND STORAGE AREAS, EQUIPMENT FUELING, MAINTENANCE AND CLEANING AREAS, AND AREAS FOR PORTABLE FACILITIES, OFFICE TRAILERS AND TOILET FACILITIES. 3.CONTRACTOR WILL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS NECESSARY TO MAINTAIN AHJ STANDARDS FOR STORMWATER RUNOFF AS THE PROJECT PROGRESSES AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4.CONTRACTOR SHALL INSPECT, REPAIR, ADJUST, AND ADD EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION AS NECESSARY TO MAINTAIN EFFECTIVE EROSION CONTROLS FOR ALL POINTS OF DISCHARGE 5.CONTRACTOR SHALL VERIFY TEMPORARY STABILIZATIONS ARE EFFECTIVE AT THE END OF EACH WORKING DAY. THIS INCLUDES MAINTENANCE AND REPAIR OF PERIMETER CONTROLS, BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 6.WHEN TEMPORARILY STABILIZATION IS REQUIRED, AFTER 15-DAYS OF INACTIVITY, AND WHEN TRANSITIONING TO PERMANENT STABILIZATION, CONTRACTOR SHALL PROVIDE COMPLETE AND UNIFORM STABILIZATION COVERAGE THAT MINIMIZES EROSION AND SEDIMENT-LADEN RUNOFF ACCORDING TO THE FOLLOWING, OR AS SPECIFIED BY THE AHJ: A.ZERO TO 10% SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF SEEDING AND MULCHING. PERMANENT STABILIZATION IS WITH SOD. B.10:1 UP TO 4:1 SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF HYDRO-SEEDING WITH MULCH AND FERTILIZER, SOD, OR GROUNDCOVER. PERMANENT STABILIZATION IS WITH SOD. C.4:1 TO 3:1 GRADE: THE TEMPORARY SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO-SEEDED WITH MULCH AND FERTILIZER. PERMANENT STABILIZATION IS WITH STAKED SOD, OR GROUNDCOVER PLANTINGS IN ACCORDANCE WITH THE LANDSCAPING PLAN. D.GREATER THAN 3:1 GRADE: ANY TEMPORARY GRADES GREATER THAN 3:1 SHOULD NOT BE LEFT DENUDED OR UNSTABILIZED FOR MORE THAN 15 DAYS, SHOULD BE INSTEAD BROUGHT TO FINISHED GRADE WITH COMPACTION AS EARLY AS FEASIBLE, AND STABILIZED WITH ONE OF FOLLOWING, AS APPROVED BY ENGINEER OF RECORD: 1.TURF REINFORCEMENT MATTING; CRIBBING WITH LANDSCAPE FABRIC; TERRACING WITH GROUNDCOVER; RIPRAP; STAKED SOD (UP TO 2:1 SLOPE). IF CRIBBING, TERRACING, OR RIPRAP IS USED, THE SLOPE'S STABILITY AND RESISTANCE TO EROSION MUST BE EQUIVALENT TO OR BETTER THAN ITS PREDEVELOPMENT STATE. 2.RETAINING WALL PER APPROVED PLANS. 7.CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WHERE DRY CONDITIONS GENERATE NUISANCE AIRBORNE DUST TRANSPORTING OFF THE SITE. IN SUCH CONDITIONS, CONTRACTOR SHALL DEVELOP A PLAN FOR SPRAYING WATER AS DUST CONTROL OR EMPLOY OTHER METHODS CONSISTENT WITH THE SWPPP. 8.A STABILIZED STONE CONSTRUCTION ENTRANCE/EXIT IS REQUIRED ON CONSTRUCTION SITES. EACH CONSTRUCTION ENTRANCE/EXIT MUST BE ACCORDING TO AHJ DETAILS AND SPECIFICATIONS, OR AT LEAST 20' WIDE BY 50' LONG BY 6” THICK LAYER OF STONE (MINIMUM AVERAGE STONE DIAMETER OF 3”) STABILIZED BY HEAVY DUTY GEOTEXTILE FABRIC UNDERLAYMENT. IF THE TEMPORARY CONSTRUCTION ENTRANCE/EXIT IS AT AN EXISTING CURB, TEMPORARY WOODEN RAMPS ARE ACCEPTABLE, BUT LOOSE MATERIAL SUCH AS FILL DIRT OR GRAVEL SHALL NOT BE USED TO RAMP UP FROM THE STREET. 9.CONTRACTOR IS RESPONSIBLE FOR MINIMIZING DEBRIS, MUD AND SOIL IN THE PUBLIC WAY AND SHALL IMMEDIATELY CLEAN SUCH DEBRIS TRACKED ONTO PUBLIC STREETS FROM THE CONSTRUCTION SITE VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE STORM DRAINAGE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROTECTING STORM DRAINAGE SYSTEMS DOWNSTREAM OF A DEVELOPMENT SITE FROM DEBRIS, MUD, OR SOIL USING ADDITIONAL INLET PROTECTION METHODS AT INLETS RECEIVING DIRECT RUNOFF, IF NOT DEPICTED ON THE PLANS. 10.THE PROPERTY OWNER OR CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS AND STUBS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION. 11.CONTRACTOR IS RESPONSIBLE FOR KEEPING WEATHER, INSPECTION, AND REPAIR RECORDS OF EROSION CONTROLS ONSITE AT ALL TIMES TO COMPLY WITH NOTICES OF INTENT (NOIS) AND SWPPP REQUIREMENTS THROUGHOUT CONSTRUCTION. HFA HFA-AE , LTD. (2) A 2 A 7YCENSeO ★* ©0,‘P,"GiNESg %,8/7DAVWS8 No. 52179 PROFESSIONAL A A A A A Page 130 of 799 C1.2 ALDOT NOTES 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 Permit General Notes: 1.All meters shall be installed off of ALDOT Right-of-Way. 2.All manholes, valve boxes, and hand holes should be flush with existing ground. 3.Applicant shall contact the District Administrator 48 hours prior to beginning work on ALDOT Right-of-Way. The District Administrators are as follows: Area- 9 (91)Mobile County – David A. Hollowell, (251) 470-8219 (92)Baldwin County – Jason Shaw, P.E. (251) 937-2086 (93)Escambia and Conecuh Counties – Tammy W. Evers, (251) 578-7546 4.The Engineer of Record shall promptly write an As-Built Certification letter to the District Administrator requesting an inspection upon completion of the permitted work. Any punch list items shall be completed prior to Provisional Acceptance of work. 5.Bonds submitted for permits shall be held for a (1) one-year Maintenance Period which begins on the Provisional Acceptance date issued by the Department. During this time any failures, deficiencies, or maintenance care shall be the responsibility of the applicant. At the end of the Maintenance Period the applicant or Engineer of Record shall submit a bond release request letter to the District Administrator, bonds are not released without request. 6.All traffic control shall be in accordance with Part 6 of the Manual on Uniform Traffic Control Devices (MUTCD) 2009 edition. (If project necessitates lane closure, lane closure must be made part of the permit.) 7.Onsite Representatives & Contact Information: Mike Tierney - mtierney@transcendentbrandco.com - 508-561-4903 8.Onsite representatives will have on hand, at all times: (1)Approved permit and plans stamped by the Region Engineer (2)Traffic Control Plans (3)Erosion Control Plans 9.All disturbed areas on ROW shall receive 4” of topsoil and be sodded or seeded as directed by the Department. 10.All work on the ROW will be in conformance with the latest edition of ALDOT Standard Specifications. 11.Electric power and communication facilities will conform to the current applicable National Electrical Safety Code. 12.A Best Management Plan shall at minimum return all exposed areas to original or better condition and require stand of grass and/or sod before acceptance. Silt fence and any other erosion control items needed shall be used to prevent erosion. (NO HAYBALES ARE ALLOWED IN ROW) 13.All trees over 4” DBH shall not be cut/removed without written permission from ALDOT. 14.Absolutely no bore pits shall be allowed to be unfilled and/or uncovered overnight unless protected. (Bore pits have a maximum of 72 hours to be open before filled.) 15.Upon completion & any time thereafter, ALDOT retains the right to request an As-Built plan of any permitted work in said department’s Rights-of-Way (ROW). 16.WARNING: Do not disturb Survey Markers located on ALDOT Right-of-Way. Any property markers disturbed during construction shall be re-established by an Alabama licensed professional land surveyor at the expense of the permit applicant. 17.The total area to be disturbed during construction of this permit: 1.0 acre(s).(On & Off ROW combined). 18.Water lines shall conform to the currently applicable standards of the American Water Works Association. 19.Pressure pipelines shall conform to the currently applicable sections of American National Standards Institute (ANSI). 20.As required by Alabama Act 94-487: Call two working days before excavation 1-800-292-8525, Alabama Line Location Center, Inc. 21.All existing utility facilities in the proposed work area shall be physically located both horizontally and vertically. a.The utility facilities in work area are represented to the best of my knowledge, according to locates provided by 811 and individual due diligence. Engineer Initials GDS b.811 Ticket # _______TBD________________________________ 22.Any ornamental vegetative landscaping (shrubs, flowers, ornamental grass, etc.) disturbed during construction shall be replaced, transplanted, or sodded by the applicant as directed by the Alabama Department of Transportation District A dministrator. 23.All fill material or onsite debris deposited in the right-of-way shall be removed prior to issuance of final acceptance to begin the one-year maintenance period of the permit contract. 24.The applicant shall see that all solid waste (I.E., wood, stumps, etc.) is disposed of in accordance with applicable regulations of the Alabama Department of Environmental Management (ADEM). 25.Property obstructions which are to remain in place, such as historical structures, trees, drains, water or gas pipes, poles, wall, etc., are not to be disturbed unless noted and approved by SHPO, ALDOT, ADEM, EPA, etc. 26.The applicant is responsible to see that streets are cleaned immediately after concrete or other delivery trucks leave the site. Mud and debris are to be kept off streets, and out of inlets, ditches, etc. 27.Fuel tanks shall not be stored on the right-of-way overnight. Vehicles transporting fuel, chemicals, fertilizers, etc. onto right-of-way shall not be left unattended. 28.The applicant or Engineer of Record shall promptly notify ALDOT of any perceived conflicts, ambiguous items or deficiencies in the plans, specifications, general notes, or related contract documents. 29.For work within Interstate ROW, all ingress and egress to worksite shall be from applicant’s property. No access shall be gained from the Interstate ROW. Equipment and materials shall not be stored on Interstate ROW. 30.Milepost(s) 2.184 Speed Limit 55 MPH 31.Is drainage/ runoff from this site directed onto state ROW? (circle) YES or NO Engineer Initials ___GDS_______ 32.Are utility, signal or light pole, related conflicts present or are any relocations required for this project to be constructed as proposed in these plans? (circle) YES or NO Engineer Initials _____GDS______ 33.Minimum cover over utilities shall be maintained upon completion of work. YES or NO Engineer Initials ______GDS______ 34.The legal permit applicant is held responsible and liable for all damages, actions, or responsibilities of their appointed contractors, assigns, or appointees. Brew Horizons, LLC ____________________________________________ APPLICANT NAME mtierney@brew-horizons.com ____________________________________________ APPLICANT EMAIL ADDRESS 508-561-4903 ____________________________________________ APPLICANT PHONE NUMBER 2000 West Park Drive, Suite 130 Westborough, MA 01581 ____________________________________________ APPLICANT MAILING ADDRESS 2000 West Park Drive, Suite 130 Westborough, MA 01581 ____________________________________________ MAILING ADDRESS FOR APPROVED PERMIT _____11/21/2025 _ DATE __________GARRETT D. SMALL, PE______________ ENGINEER OF RECORD 479-360-6267 ____________________________________________ ENGINEER’S PHONE NUMBER garrett.small@hfa-ae.com ___________________________________________ ENGINEER’S EMAIL ADDRESS HFA HFA-AE , LTD. o oo (2) A A ★* S AA A △ A A A “"BA" SSSineS %,/rDAvV® Page 131 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E L/SL/S LOT 6 LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' GRASS GRASS GRASS GRASS GRASS N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF DEMOLISH EXISTING SIDEWALK. SAWCUT AT LIMITS OF SIDEWALK DEMO REFER TO THE GRADING PLAN IN THIS SET. EXISTING STORM DRAIN LINE TO BE PROTECTED UTILITY POLE AND OVERHEAD LINES TO BE PROTECTED AND MAINTAINED (TYP). APPROXIMATE LOCATION OF JOBSITE TRAILER EXISTING WATER TAPS AND SERVICE LINES TO BE MAINTAINED AND PROTECTED. REFER TO UTILITY PLAN (TYP.) EXISTING CURB CUT TO BE PROTECTED. REFER TO EROSION CONTROL PLAN (TYP.) CATCH BASIN TO BE PROTECTED AND MAINTAINED LIMIT OF STANDARD CURB AND GUTTER DEMOLITION. CLEAN, SAWCUT AT EXISTING EOP. REFER TO GEOTECHNICAL REPORT FOR BUILDING DEMOLITION AND BUILDING PAD PREPARATION PROVISIONS PROTECT ALL EXISTING ONSITE LANDSCAPE PLANTINGS (TYP.) REFER TO GEOTECHNICAL REPORT PRIOR TO START OF DEMOLITION CLEAN SAWCUT AT EOP. DEMOLISH 50 LF CURB STORM JUNCTION BOX TO BE PROTECTED AND MAINTAINED DEMOLISH 50 LF SIDEWALK LIMIT OF CURB DEMOLITION MAINTAIN CURBING ON THIS SIDE OF SIDWALK CLEAN SAWCUT AT EOP. 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 113 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 11 6 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C2.0 EXISTING CONDITIONS AND DEMO PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M PROPOSED LEGEND 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 0 9 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPERTY LINE LIMIT OF WORK/LIMIT OF DISTURBANCE PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. TPF TREE PROTECTION BOUNDARY SHEET NOTES 1.REFER TO EROSION CONTROL DETAILS. 2.DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3.TOTAL LIMIT OF DISTURBANCE IS 45,094 SF (1.03 AC). 4.REFER TO EROSION CONTROL PLAN AND LANDSCAPE DETAILS FOR TREE PROTECTION MEASURES. CENSeO **/ ©0,C‘PG1 NES* '"^r DAVVS No. 52179 PROFESSIONAL $ YENs. © • / 1/ ,7!: //X S/ 'V/ j r “ la C) ()N JA8 I TI \ \ / //I /I /@\ /I I I . X r ZW □ ||| I / / I I ! I I /! \ ) / / | I I I I I I I n I / ! i/ / I | / / I i/ ' l II / / / I I ! / // II II I, I j /II ! I I / I107Bv / 'll II II I | V | II ll II A / / / -1. / I i AC I / I I I ----- 5 ° I J ©Il i () L! 4/ r & 1 - W / 4 Q £ i li i 1 X HFANHFA-AE , LTD. S A A A A A A I I il i l i ol d m x o ° 0 _ p I I Page 132 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 113 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 11 6 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 111 111 112 112 11 3 11 3 11 4 11 4 114 11 5 11 5 11 5 11 5 11 5 115 115 116 116 116 11 6 117 117 117 117 117 117 11 7 117 113 113113 114 115 115 11 611 6 116 116 116 11 6 116 11 6 116 116 116 116 11 6 116 116 11 6 11 6 116 116 116 117 117 SILT FENCE FINAL GRADES. REFER TO GRADING PLAN CONCRETE WASHOUT EROSION EELS SEDIMENT BARRIER FOR INLET PROTECTION (TYP.) CONSTRUCTION ENTRANCE (STABILIZED) DIRECTION OF RUNOFF (TYP). APPROXIMATE LOCATION OF LAYDOWN AREA SWPPP BOARD (AS REQUIRED) CONSTRUCTION TRAILER EROSION EELS AS SHOWN. DEPRESSIONS UTILIZED FOR SILT TRAPS ARE TO BE CLEANED AND MAINTAINED. CONTRACTOR TO REMOVE SOIL DEPOSITS FORMED DURING CONSTRUCTION, SCARIFY FINISHED GRADE, AND STABILIZE DEPRESSED AREA TO ENSURE LONG TERM FUNCTIONALITY OF STORMWATER LID FEATURES ACROSS THE SITE. PROTECTED CURBED INLET WITH EROSION EELS (TYP.) CURB CUT SEE GRADING PLAN (TYP.) C3.0 EROSION CONTROL PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 PROPOSED LEGEND SHEET NOTES 1.PRIOR TO REMOVAL OF EROSION CONTROLS SHOWN FOR PHASE 1, THE FOLLOWING CONDITIONS ARE TO BE MET: 1.1.LANDSCAPE AREAS TO BE SEEDED AND STABILIZED. 1.2.INSTALLATION OF PAVEMENT IS TO BE COMPLETED. 1.3.SILT TRAPS ARE INSPECTED, CLEANED, AND REPLACED AS REQUIRED TO MAINTAIN WORKING CONDITION. 1.4.BUILDING MATERIALS AND MISCELLANEOUS ONSITE MATERIALS HAVE BEEN REMOVED FROM THE SITE. 2.DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3.CONTRACTOR IS TO LEGALLY DISPOSE OF CONSTRUCTION ENTRANCE ONCE CONSTRUCTION IS COMPLETE. PROPERTY LINE SILT FENCESF STABILIZED LANDSCAPE AREAS FLOW ARROW PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. HFANHFA-AE , LTD. 4 // 1 / A (3II S A ) ATMFfQ \(11 \ C) , 1( / I II II'1 t1I fli7 i / // . !/// V7 ।/||(SroP)Y I ** ©0,‘PG1 NES* DAVVS/el D ।Vr— L.7 IW 7 11 / II II II I ll No. 52179 PROFESSIONAL I I i -/ t/ 'I de 1/ // / jl /II II / /1..... i c) 277 _i - N A A A A A / / I/ 0 / Ze-_Ct © CC JUA BA /” * VceNse, Page 133 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W G G G LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 LOT 1 LOT 3 18 10 ' U . E 21 16 16 15 '16 15' 16 22 22 22 22 22 22 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) 15' 16 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' 84' 10' 20' 67 ' 69 ' 117.3' LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSL GT NO PARKI N G 9 2 1 3 4 5 6 7 9 8 11 13 1012141516 NB I P Y TRANSITION TO AL-DOT TYPE M-4 CURB AL-DOT TYPE M-4 CURB TRANSITION TO AL-DOT TYPE M-4 CURB EXISTING SIDEWALK AND CURBING NEW CURBING ALONG EXISTING DRIVE AISLE MATCH CURB TO EXISTING START OF STRAIGHT CURB WAY FINDING SIGNAGE (8TYP. END OF STRAIGHT CURB START OF STRAIGHT CURB 138 LF STRAIGHT CURB END OF STRAIGHT CURB14 LF STRAIGHT CURB DETECTABLE WARNING STRIPS (TYP.) ALDOT AND ADA COMPLIANT CROSSWALK MARKINGS START OF STRAIGHT CURB END OF STRAIGHT CURB START INTEGRAL CURB 55 LF INTEGRAL CURB END INTEGRAL CURB START OF STRAIGHT CURB 101 LF STRAIGHT CURB END OF STRAIGHT CURB START INTEGRAL CURB 25 LF INTEGRAL CURB END INTEGRAL CURB. TC TO MATCH BLDG FFE START CURB TAPER HD AC PAVEMENT TO MATCH FFE. SEE DETAILS. DO NOT ENTER SIGN FACING SITE ENTRANCE (MUTCD R5-1) (TYP.) (MUTCD R6-2R) RIGHT TURN ONLY STACK SPACE LENGTH MIN. 20FT (TYP.) EXISTING FIRE LANES WITHIN DRIVE AISLE ACCESS CONCRETE SIDEWALK ADA CONCRETE SIDEWALK (TYP.) TYPE II ADA RAMP IN SIDEWALK TYPE IV ADA RAMP IN SIDEWALK 504 LF STRAIGHT CURB SITE LIGHT POLES. REFER TO PHOTOMETRIC PLAN AND SITE ELECTRICAL PLAN BY OTHERS GRADE SIDEWALK TO BLDG FFE. SEE GRADING PLAN. PARKING SPACE DESIGNATED AS VAN ACCESSIBLE ADA PARKING AND SIGNAGE. SEE SITE DETAILS HEAVY DUTY ASPHALT CONCRETE (AC) PAVEMENT 7BREW DIRECTIONAL ARROW THERMOPLASTIC WHITE (TYP. UNLESS OTHERWISE NOTED) 4" THERMOPLASTIC LINE TO DELINEATE DRIVE-THRU FROM BY-PASS LANE DIRECTION TRAFFIC ARROW WITHIN SITE. STYLE TO MATCH BRAND SYMBOLOGY (TYP.) 4" THERMOPLASTIC BLUE (TYP.) 12" WIDE STOP BAR AND TEXT. WHITE THERMOPLASTIC (SEE PAVING PLAN FOR DIMENSIONS) (TYP.) BYPASS LANE. RED THERMOPLASTIC ARROW AND TEXT STRIPED AREA. THERMOPLASTIC SINGLE BLUE SOLID LINE 4" AT 45 DEG. AT 2'-0" O.C. MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION) TRASH ENCLOSURE. SCREENING REQUIRED BOLLARD (TYP.) SLIDING GLASS DOOR 240 SF COOLER 510 SF BUILDING STANDARD DUTY ASPHALT CONCRETE PAVEMENT START CURB TAPER STORMWATER MANAGEMENT AREA HEAVY DUTY CONCRETE PAVEMENT BUILDING SETBACK LINE LANDSCAPE SETBACK LINE 12" WHITE DO NOT ENTER STOP BAR AND TEXT 610 SF OF 1FT WIDE GORE STRIPING LOADING ZONE 48 LF STRAIGHT CURB ~285 LF MULTI-USE PATH (SIDEWALK). REFER TO SIDEWALK DETAIL FOR INSTALLATION. PROVIDE 4" DASHED PAINTED YELLOW STRIPING ON CENTER, AS SHOWN. TERMINATE MULTI-USE PATH INSTALLATION AT PROPERTY LINE TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS. NEW CURB RADIUS. TIE INTO EXISTING CURB ALONG DRIVE AISLE AND TAPER TO FG AROUND RADIUS. MAINTAIN EXISTING CURB. REPLACE CONCRETE SIDEWALK AS REQUIRED TO MAINTAIN ADA REQUIREMENTS. TIE-IN TO EXISTING GRADES. MAINTAIN MAX. 2% CROSS SLOPE IN ALL DIRECTIONS. UTILIZE EXISTING DRAINAGE STRUCTURE WITHIN MULTI-USE PATH FOR UNIFORMITY. PROVIDE AN ISOLATION JOINT AND SET PATH FLUSH WITH STRUCTURE (AT GRADE) SEE LEGEND 12' ADA ACCESS ROUTE TO FACILITY FROM NEW TRAIL C4.0 SITE PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND SHEET NOTES WHEEL STOP BOLLARD PARKING COUNT ADA PAVEMENT MARKINGS (SEE NOTES) PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) W WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PR O P O S E D P A S S T H R U P A V E M E N T MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) 1.REFER TO SITE DETAILS. 2.REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3.REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4.REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5.REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6.REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. GT PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) BUILDING OVERHANG 7 PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) SITE DATA B BIODEGRADABLE ROLLED EROSION CONTROL SOIL STABILIZATION PRODUCT. REQUIREDOVERALL SITE DATA HFAGENERAL BUSINESS (B-2) HFA-AE , LTD. / 72722 o /))«< 5 9 STOP1 per 100 SF plus 1 1 per 100 SF plus 1 0--o b_ee/• 1 4 -<G I □ □) (2)N / 4 AN------ <7.A -0 'I TR *A I 1 1 |F LA Li!<I I\ ‘A 1I(X771.13 SuC/ __EE — v / 1 fv CENSesB/Oi' r * !7 *//©D0DJ —0,C,‘PGiNEPo*,rrDAV\OS, 1 00/24■■Il s. 22 I . il : od\ W iitma r V—7T } il \ © / N esscncr============================= 1 ll No. 52179 PROFESSIONAL REQUIRED Per code PROVIDED Per code \ -) I ll ,7 i(7 L..I i ii, ■ ll til * / | C _____________________ SITE AREA (AC) __________________ BUILDING GFA(SF) ____________________________ZONING _______________________________ USE _________________ OVERLAY DISTRICT ________________ MIN. LOT WIDTH (FT) ________________ MIN. LOT DEPTH (FT) ____________ MIN. LOT COVERAGE (SF) ________ MAX. IMPERVIOUS COVERAGE ___________ FLOOR AREA RATIO (UNO) _______________ BUILDING HEIGHT (FT) SETBACKS ________________________ FRONT (FT) _________________ SIDE INTERIOR (FT) __________________SIDE CORNER (FT) _____________________SIDE REAR (FT) _______________________PARKING (FT) __________________________BUFFERS _______________________ LANDSCAPE _________________ DRIVE THRU STACK _______________________SCREENING ____________ALONG PROPERTY LINES ____________ ONSITE MEP EQUIPMENT TRASH ENCLOSURE/ACCESSORY USE _____________DRIVE THRU STACKING STACKING SPACE SIZE (FT x FT) STACKING CUE LENGTH (SPACES) __________ FACILITY INGRESS/EGRESS ______________ LOCATION WITHIN SITE __________________________PARKING ________________ TOTAL SPACES (EA.) _____________________ CALCULATION: DRIVE AISLE WIDTH AT STALLS (FT) STALL ANGLE - 90 DEGREE (DEG) STALL ANGLE - 60 DEGREE (DEG) PARKING STALL DIMENSIONS (FT x FT) WHEELSTOP/SPACING PROVISIONS: ____________________LOADING SPACE BICYCLE PARKING _____________ BICYCLE PARKING CALC ________________ TOTAL SPACES (EA.) __________________________SIGNAGE SIGNAGE REQUIREMENTS 10x20 Per code YES (12x55) PROVIDED Per code X 10x20 Per code YES (12'x55') REQUIRED Per code X bd /// / // 14 N/A 10x20 with stops 14 N/A 10x20 with stops NONE N/A N/A N/A NONE N/A 30 MAX. REQUIRED 20 0 0 0 10 REQUIRED 10 N/A REQUIRED None N/A YES REQUIRED None None Per code Per code REQUIRED W 84 67 69 117 10 PROVIDED 10 N/A PROVIDED None N/A YES PROVIDED 10x20 7 (Min.) Per code Per code PROVIDED \ W ) J // i ABAA” =" - .7 . )] / A △ A A A _______PROVIDED_______ _________ 1.014_________ ________44,168________ GENERAL BUSINESS (B-2) SERVICE-RESTAURANT _________ NONE_________ __________ N/A__________ __________ N/A__________ __________ N/A__________ 58% __________ N/A__________ 20 PROVIDED A Zwznzzznddpb Page 134 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°01'35" W 45.36' GT NO PARKI N G 9 57' 10' 16 . 7 ' 14.2' 16 . 7 ' 12 ' 55' 6' 27 . 5 ' 24.1' 4.9' 2'39.2' 3' 13 . 7 ' 5.1' 10' 0' 7.2' 28 . 5 ' 6' 15' 4' 5.2' 35 . 5 ' 15 . 3 ' 34.3' 5' 25.3'9. 8 ' 9.9' 5' 10' 13 . 7 ' 8.5' 54.3' 7.1' 26.5' 19.8' 5' 7. 5 ' 29 . 1 ' 9.3' 8' 10' 20 ' 10' 61.8' 20 . 4 ' 102.1'10.7' 15 . 3 ' 22 . 3 ' 24 ' 5' 2' 8' 5' 6.3 2 ' 7' 24' 16 ' 19' 2' 14 ' 13 ' 13 ' 3' 84.3' 11' 6' 2.81' 85' 96 ' 12' 16.5' 72 . 4 ' 15.4' 14.5'31 . 1 6 ' 32.24'25' 13' 18 ' 4.23 ' R45 ' R3' R234 . 3 ' R30 ' R42 . 5 ' R3. 5 ' T Y P . R15 ' T Y P . R12' R1 7 . 5 ' R8 ' R95.31' R3' R1' R6' R2 ' R10' R1 0 ' R1 3 ' R3' R26' R1 4 ' R1' 3.0 (+0.0/-0.3') C5.0 PAVING PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND WHEEL STOP BOLLARD PARKING COUNT ADA PAVEMENT MARKINGS (SEE NOTES) PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) W WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PR O P O S E D P A S S T H R U P A V E M E N T MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) GT PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) BUILDING OVERHANG PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) 7 SHEET NOTES 1.REFER TO SITE DETAILS. 2.REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3.REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4.REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5.REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6.REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. HFANHFA-AE , LTD. (27272 o <« ■ • S L G 019 <7-A — 1222422 — -i i* |—« —a.San ii7 )iTT +- / T I Y CENSeOI*-—Jr *a “3 © s . xxxe xx . o . xoxe . xx . s(CL 3 IAI27 ’ ■. 1 S X -_"______________ "_____ 4 It I© W 1 in Eiil o ®E •S No. 52179 PROFESSIONAL I II 'I [ I I ll I —T ■ II I H I I @ al 6y STOP □ o •• I h trre A △ A A A p“g \ \ ACABA A”s $ * . / / / i // ,6 Q‘P,"GiNc) »,C/rDAVYO ""/lllllllll"" F r Page 135 of 799 BE BE BE BE BE BE BE BE BE BE BE BE BE BE SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' CO N C R E T E S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT NO PARKIN G SD SD SD INSET-1 (SEE SHEET C6.0) 1.0% 1.2% 1.0 % 0.0%0.2%1.0% 1.0 % 1.0% 1. 0 % 1. 0 % 1.2 % 4.5%0.9% 4.1% 1.1%2.0% 2.0%1.6% 0. 8 % 1.1 % 0.7 % 0.0% 1.0% 2.0% 2.5% 2.0% 2.6% 4.6% 0.8 % 1.1 % 2.5 % 5.0% 2.3%2.2% 2.1 % 1.3% 2.2% 3.3 % 0.0% 3. 0 % 1. 9 % 1.2% 1.7% 0.1% 1.5 % 1.0 % 1.2 % 1.0 % 1.2% 0.4% 1.6% 1.4% 5. 1 % 2. 3 % 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 5 11 6 116 116 11 6 116 11 7 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 2.9% 3. 3 % 1. 9 % 1. 7 % 1. 3 % CONTRACTOR TO COORDINATE BYPASS DURING CONSTRUCTION 12" HDPE L=76.3 FT S=1.0% 2.6% REFER TO INSET FOR CONTINUATION 1.0% 1. 2 % 15" HDPE L=16.4 S=1.0% CONTRACTOR TO MODIFY STRUCTURE. 12" CORE ON WEST SIDE OF STRUCTURE. LOCATE COREMIN. 6" FROM TOP OF STRUCTURE BODY. PROVIDE TRASH RACK AND RIP RAP. GRADE AS REQUIRED TO PROVIDE RIP RAP AND 12" EXPOSED CORE. 1.0% 1.5% 8" HDPE L=29.0 FT S=2.0% 115.8 (MIN) 115.8 (MIN) 6" PERF.HDPE L=40' S=1.0% 12" HDPE L=30' S=1.0% 12" HDPE INV.=111.70 10" NDS CATCH BASIN RIM=115.10 6" INV. IN=112.19 12" INV. OUT=112.09 6' WIDE OVERFLOW FG 115.50 FOREBAY BOTTOM FG 115.00 TC 117.82 TC 117.68 TC 117.55 TC 117.55 TC 117.08 TC 117.14 TC 116.90 TC 117.00 TC 116.83 TC 115.88 TC 116.02 TC 116.09 TC 116.77 TC 117.21 TC 117.36 TC 117.46 TC 117.36 TC 117.16 TC 117.25 TC 118.05 TC 118.05 TC 117.94 TC 117.78 SW 117.07 SW 117.02 TC 117.70 TC 117.69 TC 117.66 TC 117.00 (EXST.) TC 117.32 (EXST.) FG (EG) 117.00 FG 116.91 FG (EG) 117.00 FG (EG) 117.00 FG (EG) 117.00 TC 117.81 FG 116.72 FG 116.47 FG 116.66 FG 116.50 FG 116.73 FG 115.50 FG 115.84 FG 115.91 FG 115.70 FG 116.04 FG 116.51 FG 116.51 FG 116.22 RIM 116.33 RIM 117.53 TC 116.92 TC 116.71 FG 115.84 FG 115.79 FG 116.14 FG 116.17 FG 116.81FG 116.78 FG 116.56 FG 116.64 FG 116.60 TC 117.36 TC 117.41 TC 117.61 FINISHED FLOOR ELEVATION 117.36 FINISHED FLOOR ELEVATION 117.36 TC 116.67 TC 116.98 DS-07 4FT CURB CUT TC 117.22 G (INV.) 116.72 DS-10 2FT DEPRESSED CURB TC 116.23 G (INV.) 115.73 FG 115.89 FG 116.01 FG 116.09 FG 115.53 FG 115.33 FG 113.54 FG 113.73 FG 112.41 FG 112.67 FG 114.27 FG 114.45 FG 114.25 FG 114.43 DS-04 5FT CURB INLET TC 115.54 G INV. (S) 115.04 INV. (S) 110.82 INV. (N) 110.52 DS-06 CLEANOUT RIM 114.95 INV=111.95 DS-01 JUNCTION BOX RIM 114.24 INV(N)=108.42 (FIELD VERIFY) INV(S)=108.32 (FIELD VERIFY) INV(W)=111.44 INV-OUT 8" HDPE (E)=112.02 DS-05 4X4 JUNCTION BOX RIM 115.87 INV(N)=111.19 INV(E)=111.29 INV(S)=111.29 DS-03 SC-800 STORMTECH CHAMBER SYSTEM INV=110.42 (BOTTOM OF STONE) DS-11 2FT DEPRESSED CURB TC 116.59 G INV. (S) 116.09 TC 115.56 TC 115.79 INSPECTION PORT 111 111 112 112 11 3 11 3 11 4 11 4 114 11 5 11 5 11 5 11 5 11 5 115 115 116 116 116 11 6 117 117 117 117 117 117 11 7 117 113 113113 114 115 115 11 611 6 116 116 116 11 6 116 11 6 116 116 116 116 11 6 116 116 11 6 116 116 116 116 117 117 SW 115.90 TC 116.39 SW 115.95 FG 115.91 FG 115.87 FG 116.39 FG 116.39 TC 116.33 INSET-1 (SEE SHEET C6.0) GT S S SSSSS S SD SD SD SD SD SD SD SD SD SD SD SD 114 115 115 1.7% 1. 7 % 2. 0 % 2.3% 0.0%0.0% 4.3% 1.3% 7.5% 3.1% 1.0% 1.0% 6.0% 2. 1 % 3. 1 % 2. 7 % 2. 1 % 2. 6 % 7. 9 % 1.0% FG 117.26 FG 117.21 FG 117.00 FG 117.01 RIM 116.99 RIM 117.08 RIM 117.00 RIM 117.05 TC 117.26 TC 117.21 TC 117.26 TC 116.96 TC 116.96 TC 117.01 TC 117.07 TC 117.26 TC 117.27 DS-09 ADS AREA DRAIN INLET RIM 117.36 INV=112.50 DS-07 CLEANOUT RIM 117.24 INV=112.54 DS-08 CLEANOUT RIM 117.07 INV=112.36 FINISHED FLOOR ELEVATION 117.36 FINISHED FLOOR ELEVATION 117.36 FG 117.35 FG 117.36 FG 117.36 FG 117.36 FG 117.36 FG 117.36 TC 117.36 FFE117.36 SW 117.36 FFE117.36 SW 117.36 TC 117.36 TC 117.23 SW 117.23 SW 117.18 DS-12 CLEANOUT RIM 117.07 INV=113.35 WYE INV=112.16 6" HDPE L=13.9 S=2.0% 6" HDPE L=37.0 S=2.0% 6" HDPE L=3.3 S=2.0% 6" HDPE L=16.7 S=2.0% 6" HDPE L=16.7 S=2.0% 6" HDPE L=14.7 S=2.0% 6" HDPE L=19.2 S=2.0% 6" HDPE L=17.6 S=2.0% WYE INV=112.44 WYE INV=112.51 WYE INV=113.25 WYE INV=111.83 WYE INV=111.53 WYE INV=111.91 WYE INV=112.27 6" HDPE L=24.0 S=1% 6" HDPE L=6.0 S=2.0% WYE INV=111.94 FG 116.92 FG 116.92 FG 116.84 FG 116.84TC 116.96 TC 116.96 SW 116.49 SW 116.48 1.5% C6.0 GRADING PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND STORM SEWER JUNCTION BOX ROOF DRAIN CLEANOUT OPEN GRATE INLET CURBED INLET TC XXX.XX G XXX.XX FG XX.XX RIM XXX.XX INV XXX.XX SUMP XXX.XX TC XXX.XX DRAINAGE SLOPE AND DIRECTION FINISHED GRADE TOP OF CURB GUTTER RIM ELEVATION TOP OF CURB ELEVATION INVERT ELEVATION SUMP ELEVATION XXX PROPOSED CONTOUR BREAKLINE x% SW XXX.XX SIDEWALK ELEVATION FFE XXX.XX FINISHED FLOOR ELEVATION SD 6" HDPE ROOF STORM DRAIN (INSET) SCALE H1:20 OVERALL GRADING PLAN 1 SCALE H1:10 GRADING INSET-12 SCALE: 1 inch = 10 ft. 246810 201050 W 1 1 171 0 n —X 4 ( )/ ■ A bl 72272222)SrWJ/\ Il 1/iE,1 1 \1 WmiI 7 r |L << //(5% //)//3 X //P6rob)\*4 f 1 /r »22 A O--------------------------------------------------------------------------------------- WM24 —/I I |T + / // X \NVi1 1. I I I J I / j — n // / / IV \\ W /\ / \ / / / I /I N I I I I \ \ / I /I II I II I II II I II / I II ! / J । l । HFA HFA-AE , LTD. S A 7YCENSeO **/ ©0,C‘PG1 NES* %,f8/DAVWS No. 52179 PROFESSIONAL A A A A A 0 \ [ L F q। H। V•_ 2 4 N I I XI □ I I T I - - 2- (7 ) r— © I I —I -| __ Page 136 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) 35.2 5 ' N 44 ° 4 9 ' 5 7 " W N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) BE BE BE BE BE BE BE BE BE SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CON C R E T E LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' SD B-08 0.07 B-01 0.13 B-02 0.08 B-03 0.04 B-07 0.12 B-06 0.18 B-04 0.24 B-05 0.04 AP2 ANALYSIS POINT B-09 0.12 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 11 4 114 11 4 11 4 11 4 11 4 114 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 116 11 6 116 11 7 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C6.2 POST DEVELOPMENT PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 0 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND BASIN BOUNDARY FLOW ARROW PERVIOUS AREA 1-X X.XX DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) IMPERVIOUS AREA ANALYSIS POINT SUB-BASIN BOUNDARY 7YCENSeO **/ ©0,C‘PG1 NES* '"^r DAVVS No. 52179 PROFESSIONAL WTBA", A A ft A A A HFA HFA-AE , LTD.N ( il i ol d u x o ° 0 I’ * t \ i l i l i I i I i I 1 t I I ? O T" O |4 Il , J \ X il g am a — —-- - - - - \ t I 7| f m \ । ( 1 A A W L ? - 5;NN O < !/ L || it JI / / i i / _ \ V \ |i A / / r\ I A / I [ \ ' 'I NI Page 137 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) 35.2 5 ' N 44 ° 4 9 ' 5 7 " W N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE G G SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CON C R E T E LOT 6 LOT 4 LOT 1 LOT 3 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' A-01 1.04 AP1 ANALYSIS POINT 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 3 113 11 4 11 4 114 11 4 11 4 11 4 11 4 114 11 5 115 11 5 11 5 11 5 11 5 115 11 5 11 6 11 6 11 6 116 11 6 116 11 7 117 117 11 7 117 117 117 11 7 114 114 115 115 115 11 5 116 116 11 7 C6.1 PRE DEVELOPMENT PLAN SCALE: 1 inch = 30 ft. 25 15 5102030 50403020100 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: SHEET NOTES 1.REFER TO POST DEVELOPMENT PLAN FOR DRAINAGE CALCS ON DRAINAGE SUBBASINS, AS WELL AS PROPOSED SITE CONDITIONS. BASIN BOUNDARY FLOW ARROW PERVIOUS AREA (95,832 SF) [100%] 1-X X.XX DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) ANALYSIS POINT A" CENSeO ** Goiness© o y&* No. 52179 PROFESSIONAL „/rDAVY" "fvevenommmnnW JUA BA /” $ YENs. HFANHFA-AE , LTD. ] 4 0 A A △ A A A !' I ! ! ! I H ! I ! U *o o P n x 0 ° O _ : l l 1 + I — — O O I 70 l - O / i © ■I i ( / I (G I V I . /\ I ’ I' / / -f > / V ■ @ 1 1) %V / Z- - - II 1I i \ I - 7 \ — V / Page 138 of 799 23 9 . 9 6 ' S 0 0 ° 1 5 ' 3 8 " W S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) 24 1 . 3 7 ' N 0 0 ° 0 0 ' 0 0 " W BE BE BE BE BE BE BE BE BE BE BE BE BE BE G G G SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres ST A T E H I G H W A Y 1 8 1 JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 116.97' INV: 111.70' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP TOC: 116.68' INV: 112.68' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 LOT 1 LOT 3 18 10 ' U . E 21 16 16 15 '16 15' 16 22 22 22 22 22 22 S 0 0 ° 1 5 ' 3 4 " W 1 8 5 . 0 0 ' ( R ) S 0 0 ° 1 6 ' 4 7 " W 1 8 4 . 9 6 ' ( M ) N 90°00'00" W 252.84'(R) N 89°59'13" W 252.72'(M) N 0 0 ° 0 0 ' 0 0 " W 5 9 . 0 9 ' ( R ) N 0 0 ° 0 6 ' 0 3 " W 5 9 . 1 6 ' ( M ) N 1 5 ° 0 7 ' 3 1 " E 7 7 . 2 2 ' ( R ) N 1 5 ° 0 6 ' 3 2 " E 7 7 . 2 0 ' ( M ) (R) A: 90.82' R: 69.50' B: N 52°33'41" E C: 84.49' (M) A: 90.71' R: 69.50' B: N 52°40'52" E C: 84.41' N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" E 166.44'(R) N 89°59'15" E 166.48'(M) 15' 16 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) SITE BM #1 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT NO PARKI N G 9 BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG S SSSSSS SD SD SD WWW CONTRACTOR IS RESPONSIBLE FOR MAKING SITE CONNECTIONS TO IRRIGATION, WATER, AND SEWER SERVICE EXTENSIONS. EASEMENT TO BE DEDICATED AS REQUIRED BY THE AHJ. SERVICE AND CONNECTION TO BE MADE IN ACCORDANCE WITH CITY OF FAIRHOPE STANDARDS AND SPECIFICATIONS. 2" PVC VENT. SEE MFG. PLANS 2" PVC L=5.0 LF EXISTING WYE CONNECTION TO EXISTING SEWER MAIN TO REMAIN INV. 112.94 (INV. TO BE FIELD VERIFIED) ONE-WAY CLEANOUT SSWR CO-1 INV. 113.50 75 GAL SSWR GREASE INTERCEPTOR. SEE UTILITY DETAILS AND ARCH. MEP PLANS. SEE GRADING PLAN FOR RIM ELEV. EXISTING 4" PVC L=28.14 LF S=2.0% (GRADE TO BE FIELD VERIFIED) 1-1/4" SCH. 40 PVC L=172 LF WITH TRACER WIRE ONE-WAY CLEANOUT SSWR CO-1 INV. 112.95 4" PVC L=11.4 LF S=2.0% 4" WYE INV=112.78 4" WYE INV=112.43 ONE-WAY CLEANOUT SSWR CO-1 INV. 112.88 4" PVC L=17.6 LF S=2.0% 4" PVC L=8.7LF S=2.0% BLDG 4" PVC SSWR INV=113.00 BLDG 4" PVC SSWR INV=113.00 CONNECT 1" WATER SERVICE 152 LF 1" PE WATER SERVICE 1" IRRIGATION METER. SEE LANDSCAPE AND IRRIGATION PLANS 1" WATER METER BACKFLOW PREVENTER CONNECTION TO BUILDING BLDG CONNECTION FOR NATURAL GAS. REFER TO BUILDING MFGR. MEP PLANS. CONNECT TO EXISTING GAS MAIN. 1 1/4" NATURAL GAS SERVICE DH151-93 EONE GRINDER PUMP RIM=116.42 INV(IN)=112.25 (4" SCH PVC) INV(OUT)=112.90 (1-1/4" SCH 40 PVC) INSTALL BACKFLOW PREVENTER AS REQUIRED BY THE PUMP MANUFACTURER 4" PVC L=4.3 LF S=2.0% 4" PVC L=7.6 LF S=2.0% SEE SITE ARCH. SITE LIGHTING AND MEP PLANS FOR COMPLETE LAYOUT AND PHOTOMETRICS. SITE LIGHT POLES. REFER TO ELECTRICAL PLAN FOR CONNECTIONS AND FOUNDATION DETAILS. UNDERGROUND COMMUNICATIONS SERVICE SECONDARY ELECTRICAL CONNECTION IN ACCORDANCE WITH UTILITY COMPANIES AND LOCAL AUTHORITIES. UNDERGROUND ELECTRICAL SERVICE CONNECT COMMUNICATION SERVICE TO EXISTING COMMUNICATION CONNECTION IN ACCORDANCE WITH UTILITY COMPANY AND LOCAL AUTHORITIES. CONNECT SERVICE TO BUILDING. REFER TO ARCH. MEP PLANS. CONNECT ELECTRICAL SERVICES COMMUNICATIONS BLDG CONNECTION. REFER TO BUILDING MFGR. PLANS. EASEMENT TO BE PROVIDED. C7.0 UTILITY PLAN SCALE: 1 inch = 20 ft. 4030201020151050 PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER EXISTING LEGEND X X X WWW FMFM NPWNPW SANSAN STSSTS BEBE BFOCBFOC BTBT CASCAS BTBT BTVBTV GGG OEOE POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN C.O. M 10/10/2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 1 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 - S H E E T . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 11/05/2025PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA 47715 800-867-8783 X 201 DATED: JULY 17, 2025 SURVEY PROVIDED BY: PROPOSED LEGEND SEWER CLEANOUT UNLESS NOTED OTHERWISE. STORM SEWER (SEE GRADING PLAN) PROPOSED WATER METER AND SERVICE VALVE (SEE KEY NOTES)W GREASE INTERCEPTOR MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) PROPOSED SITE LIGHTING. LOCATIONS APPROXIMATE. (SEE ARCH. MEP PLANS) GT BE BT WATER LINE 6" PVC ROOF STORM DRAIN (SEE GRADING PLAN) SANITARY SEWER LINE BURIED TELECOMMUNICATION LINE BURIED ELECTRIC LINE NATURAL GAS LINEG S W PROPERTY LINE PROPOSED 6" CONCRETE CURB (SEE NOTES) EASEMENTS - SEE SURVEY PLAN SHEET BUILDING OVERHANG /< II SlI W WN 1 ISs Ji___1 | 6 n - s y i • / 1 i TT II OE m 0 : V : / : / / I __ N ——_ 1 Tg 0 YA—x- 1 1 ■ )) © I C T T _____ I — FC I ! / \ \ I \ \ \ \ L \ t J IC/0 o V / \ N (( b K / / / ,/ / / // 7stop) (£7t1 j.F - L o I \ N \\\ \ \ I | \ \ N a / / / I I \ ////// //// I — /,// 77 / ll / // 11. III \ I W Y CENSeO * !*/ ©0,‘PG1 NES* DAVVS No. 52179 PROFESSIONAL WTBA", II II I II II I HFANHFA-AE , LTD. -SD: •X □ oO}0 o Sy A A △ A A A \ I l i l I I i i I I i I ol d u x ° O P i l i i i I l i i i i I Page 139 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) N 0 0 ° 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ° 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) BE BE BE BE BE BE BE BE BE BE BE BE BE BE SANSAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 112.82' INV: 107.88' TOC: 110.56' INV: 108.59' TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' TOC: 117.72' INV: 113.25' 15"RCP TOC: 117.70' INV: 113.33' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 6 LOT 4 10 ' B . S . L . ( P L A T ) N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.168 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' GT BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF S SSSSSS SD SD SD WWW M C 34" 34" 34" 1"1" METER WITH 1.5" TYPE "K" SERVICE LINE IRRIGATION COMPONENTS SHALL BE PLACED IN THE GREENSPACE. ADJACENT TO THE WATER METER AND WITHIN THE PROPERTY LINE. SHOWN HERE FOR CLARITY ONLY. 1.581 1" 4.52 1" 31.41 1" 1" 47.5 1" 3 4"34" 34" 34" 34" 3 4" 34" 1" 34" IRR1.0 IRRIGATION PLAN SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TO SURVEY DATED: 06-09-2024 SCALE: 1 inch = 20 ft. 4030201020151050 LINE LAYOUT AND EQUIPMENT PLACEMENT IS DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON SITE TO ACCOMMODATE EXISTING JOB CONDITIONS AND TO ACHIEVE 100% COMPLETE COVERAGE. ALL HEADS, LINES, VALVES, AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED AND ROUTED THROUGH LANDSCAPE AREAS WHENEVER POSSIBLE AND SHALL BE LOCATED WITHIN THE BOUNDS OF THE PROPERTY. LOCATION OF IRRIGATION CONTROLLER & WEATHER STATION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND/OR OWNER. SEE CIVIL UTILITY PLANS FOR EXACT LOCATION OF WATER METER. SPRAY HEADS SHALL BE ADJUSTED SO AS TO NOT SPRAY UNDER PRESERVED TREES. THE CONTRACTOR SHALL DISCUSS ANY IRRIGATION LOCATED WITHIN AN EASEMENT WITH THE OWNER AND FULLY INFORM THEM OF ALL LIABILITY OF FUTURE DAMAGE TO THEIR SYSTEM BY EASEMENT OWNER. LATERAL LINES TO BE POLYFLEX PIPE SDR 9 CTS MAIN LINE TO BE POLYFLEX PIPE SDR 9 CTS GENERAL IRRIGATION NOTES: ALL DISTURBED AREAS SHALL RECEIVE SEED OR SOD ACCORDING TO LANDSCAPE PLAN. ALL AREAS RECEIVING SEED OR SOD AND NOT COVERED BY THE AUTOMATIC IRRIGATION SYSTEM SHALL BE HAND WATERED UNTIL VEGETATION IS ESTABLISHED AND ABLE TO SUSTAIN ITSELF IN A CONSISTENTLY HEALTHY CONDITION. NOTE TO CONTRACTOR: SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI Rain Bird 1806-PRS-1400 Flood Flood Bubbler 6in. popup with pressure regulating device. Install w/ PA-80 adapter. 24 20 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird XCZLF-100-PRF 1" Low Flow, 0.2-10 GPM, with 1in. Low Flow Valve valve and 1in. Pressure Regulating RBY filter and 40psi pressure regulator. 2 Area to Receive Dripline Rain Bird XFCV-06-18 XFCV On-Surface Landscape Dripline with a Heavy-Duty 3.5 psi Check Valve. 0.6 GPH emitters at 18" O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. Great for elevation change. Specify XF insert fittings. 447.7 lf SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/2in., 2in. Brass Remote Control Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. 2 Shut Off Valve 1 Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/4”, 1-1/2in., 2in. Brass Master Valve, that is Contamination Proof w/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. With Pressure Regulator. 1 Watts 919QT 1" Backflow reduced pressure zone 1 Rain Bird ESPLXME2 12 Station Traditionally-Wired, Commercial Controller. Indoor/Outdoor, Plastic Wall-Mount Enclosure. 1 Rain Bird FS-100-B 1in. Flow Sensor, Brass Model. Suggested Operating Range 2.0 GPM to 40.0 GPM. Size for Flow Not According to Pipe Size. Rain Bird Compatible Controllers: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, or Controllers Accepting Custom K-Factor and Offset. Install in Rain Bird Valve Box. 1 Water Meter 1"1 Irrigation Lateral Line: PVC Schedule 40 3/4"623.0 lf Irrigation Lateral Line: PVC Schedule 40 1"162.1 lf Irrigation Mainline: PVC Schedule 40 1"320.3 lf Pipe Sleeve: PVC Class 200 SDR 21 33.7 lf 1402 14041401 C M #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW PROPOSED LEGEND: TREE PROTECTION FENCE, SEE DETAILTPF Generated:2026-01-19 18:04 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size:1" Flow Available 18.2 GPM PRESSURE AVAILABLE Static Pressure at POC:70 PSI Elevation Change:5 ft Service Line Size:1" Length of Service Line:20 ft Pressure Available:66 PSI DESIGN ANALYSIS Maximum Station Flow:7.5 GPM Flow Available at POC:18.2 GPM Residual Flow Available:10.7 GPM Critical Station:4 Design Pressure:20 PSI Friction Loss:3.49 PSI Fittings Loss:0.35 PSI Elevation Loss:0 PSI Loss through Valve:0.45 PSI Pressure Req. at Critical Station:24.3 PSI Loss for Fittings:0.46 PSI Loss for Main Line:4.6 PSI Loss for POC to Valve Elevation:0 PSI Loss for Backflow:12.5 PSI Loss for Master Valve:0.45 PSI Loss for Water Meter:0.45 PSI Critical Station Pressure at POC:42.8 PSI Pressure Available:66 PSI Residual Pressure Available:23.2 PSI CRITICAL ANALYSIS HFANHFA-AE , LTD. (2) A <cOFALe C (4NDSCAY 7 %JA 4 WENDY D. WERT 1002 A △ A A A @ • (§ ) n © A P □ 11 A 7 ’ —C C N / ! I G| | — I T ) J i I V 9 || II 11 T T X / i I I / ) II ( 1 /VI II ' X FA W \ \ / / II )) / mm q . / A - C) () // f A (3 ) r" T- IU U I U U U U I U 1 I 11 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 um u u u u u u uu u m u u u u ll l U l l l l l l l U l l l ll l l l l l l l l l l l l l l l UU U U U U l U U II I I I I I I I I I I I I I UU U U U U l U U UU U U U U l U U UU U U U U l U U II I I I I I I I I I I I I I ll l l l l l l l l l l l l l l l Hl ... Li ii t 1 iv @ | A w F 1 )S| <i : z A 1 \ Page 140 of 799 IRR1.1 IRRIGATION DETAILS NTS POPUP BUBBLER AT PLANT PIT W/ SWING JOINT DETAIL. WATER WELL, SEE PLANTING 4" POPUP AS SPECIFIED. FINISHED GRADE. LATERAL LINES. PVC TEE OR ELL. PLANT ROOTBALL, SEE PLANTING DETAIL. SET HEAD 2" ABOVE GRADE AND INSIDE WATER WELL. 12 " M I N I M U M B E L O W G R A D E 2NTS TURN ROTOR MARLEX ASSEMBLY 6" SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. APPLICABLE. FINISHED GRADE. TURF ROTOR POP UP. MARLEX STREET ELLS, INLET SIZE DIAMETER. 12 " M I N I M U M B E L O W G R A D E CLEAR TO FENCE OR HARDSCAPE, WHERE 3 PVC SCH 40 TEE OR ELL. EASY FIT COMPRESSION ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD MDCFCOUP. DRIPLINE SPACING AS NOTED. EMITTERS OFFSET FOR TRIANGULAR SPACING. POLYETHYLENE OR PVC HEADER MANIFOLD, SIZE AS PER "MAXIMUM FLOW PER ZONE" CHART. MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . MA X I M U M L E N G T H O F S I N G L E LA T E R A L , S E E C H A R T . PVC MAINLINE. PIPE. 3/4" PVC LATERAL TYPICAL COMPRESSION FITTING. AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. CENTER FEED EXAMPLE LATERAL FLOW PER 100 FT (GPM) END FEED EXAMPLE FLUSH VALVE OR CAP AT LOW END, AS NOTED. TYPICAL DRIP LINE WITH EMITTER SPACING AS NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND AT 4' O.C. AT CLAY, 3' O.C. AT LOAM, OR 2' O.C. AT SAND. GRID PRECIPITATION RATES (IN/HR)MAXIMUM FLOW PER ZONE TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. DRIP VALVE / FILTER / REGULATOR. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. DOGBONE SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED POLYGON SHAPED "C" SHAPED ODD SHAPED PVC MANIFOLD LINE. LANDSCAPE DRIPLINE TUBING. LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. WATER SOURCE: DRIP VALVE OR LATERAL FROM VALVE. FLUSH CAP: RAIN BIRD MDCFCOUP WITH MDCFCAP. AIR RELIEF VALVE: RAIN BIRD AR VALVE KIT, INSTALL AT HIGH POINT OF SYSTEM. TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. 6 EMITTER FLOW RATE GPH 12" SPACING 18" SPACING PSI 0.6 0.9 0.6 0.9 20 192 136 254 215 30 289 205 402 337 40 350 248 498 416 50 397 281 573 477 60 436 309 637 529 MAXIMUM LATERAL LENGTH (FEET) NTS DRIP FLUSH CAP ASSEMBLY W/ BALL VALVE 10" DIAMETER VALVE BOX. COIL 18" TO 24" OF DRIP TUBING IN THE BOX. REMOVABLE FLUSH CAP. ABOVE GRADE 12" DRIP TUBING. 2" SET VALVE BOX 2" ABOVE FINISHED GRADE OF SHRUB AREA. 4" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. DRIP TUBING COUPLING. 1.LOCATE FLASH CAP ASSEMBLY AT THE END OF EACH DRIP LINE. 2.ENSURE THAT THE COILED DRIP TUBING IS OF SUFFICIENT LENGTH TO COMPLETELY EXTEND OUT OF THE VALVE BOX WHEN FLUSHING. ISOLATION BALL VALVE 7NTS DRIP AIR RELIEF VALVE IN BOX 3 4"X1"MPT ADAPTER. 1" FPTXMPT ELL. AS SPECIFIED. AIR RELIEF VALVE DRIPLINE OR 1/2" DRIP TUBING. 3 4"FPT X 12" DRIP TUBING ADAPTER. DRIP TUBING COUPLING. GRADE. FINISHED 6" DRIP BOX. 2" 3" THICK LAYER OF WASHED GRAVEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 8 NTS ELECTRIC REMOTE CONTROL VALVE 2" - 4 " 2" ABOVE FINISH GRADE AT SHRUBS. 3/4" ABOVE FINISH GRADE AT LAWN. OUTLET PIPE SAME SIZE ON 30" LOOPED WIRES. WATER PROOF WIRE CONNECTORS 10X15 RECTANGULAR VALVE BOX. BELOW TOP OF BOX. 2" MINIMUM, 4" MAXIMUM PLASTIC I.D. TAG AT EACH VALVE. REMOTE CONTROL VALVE, ONE PER BOX. CLR 4" GRAVEL. CL R 6" THICK LAYER OF PEA 45 DOWN AS REQ. TO PIPE DEPTH. LATERAL LINE AS PER INCREASE LATERAL IRRIGATION PLAN. CONCRETE BRICK SUPPORT, SCHEDULE 80 RISER. TWO ON EACH SIDE. TO FIRST FITTING. MAIN LINE. AS VALVE, 24" MIN. 12 " B E L O W G R A D E 2" 9 NTS BRASS BALL ISOLATION VALVE TO GRADE. SET BOX FLUSH SIZE AS MAIN LINE. PVC MAIN LINE. ONE ON EACH SIDE OF BOX. TWO 6X2X16 CONCRETE BLOCK CAPS, AS SPECIFIED, SAME ISOLATION BALL VALVE 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. SCHEDULE 80 THREADED NIPPLE ADAPTER. AS REQUIRED. 12 NTS MASTER VALVE/FLOW SENSOR ASSEMBLY 18" LOOPED WIRES. WATERPROOF WIRE CONNECTORS ON SCHEDULE 80 NIPPLES, VALVE INLET SIZE. FLOW SENSOR AS SPECIFIED. FINISHED GRADE. 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED. CABLE TO CONTROLLER SENSOR FLOW DEVICE. TO BACKFLOW PVC MAIN LINE TEN PIPE DIAMETERS REDUCER AS REQUIRED TERMINAL BOARD, AS MFG. RECOMMEND. VALVE AS SPECIFIED. MASTER CONTROL CONNECTORS, ON WATERPROOF WIRE VALVE INLET SIZE. SCH 80 NIPPLES, 30" LOOPED WIRES. AT BOTTOM OF EACH BOX: ONE EACH SIDE (TWO PER BOX). UP SIDES, OVER 6X2X16 CONC. BLOCK CAPS, 1/2" WIRE CLOTH GOPHER SCREEN, WRAP 18 " M I N I M U M B E L O W G R A D E . FIVE PIPE DIAMETERS NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. 10 NTS FINISH GRADE/TOP OF MULCH VALVE BOX WITH COVER: RAIN BIRD VB-STD 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION: RAIN BIRD DB SERIES ID TAG REMOTE CONTROL VALVE: RAIN BIRD 100-PGA (INCLUDED IN CZK-100-PRB-LC KIT) PRESSURE REGULATING BASKET FILTER: RAIN BIRD PRB-100 (INCLUDED IN CZK-100-PRB-LC KIT) PVC SCH 40 FEMALE ADAPTOR LATERAL PIPE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 ELL PVC SCH 80 NIPPLE (2-INCH LENGTH, HIDDEN) AND PVC SCH 40 ELL PVC SCH 40 TEE OR ELL MAINLINE PIPE 3-INCH MINIMUM DEPTH OF 3/4-INCH WASHED GRAVEL CZK-100-PRB-LC 1" LIGHT COMMERCIAL CONTROL ZONE KIT 4 STRUCTURE OR TO BOX AS 18" BEYOND TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" PVC PIPE TO WITHIN 6" OF AVAILABLE 120 VAC ELECTRICAL SOURCE. INSTALL AS SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER CODES. CONDUIT FOR RCV WIRES. FINISHED FLOOR. LONG SWEEP ELL. 2" DIAMETER GRAY PVC PER LOCAL ELECTRICAL 18" DIRECT TO LANDSCAPE 24" UNDER PARKING LOTS AND DRIVEWAYS NTS INTERIOR WALL MOUNT CONTROLLER PER PLANS. 120V ELECTRICAL OUTLET 5 RAIN SENSOR13 IN OUT REDUCED PRESSURE BACKFLOW DEVICE11 NTS TURF SPRAY MARLEX ASSEMBLY 3"APPLICABLE. HARDSCAPE WHERE CLEAR TO FENCE OR FINISHED GRADE. 45 DEGREE ANGLE. NIPPLE, SET AT SCHEDULE 80 PVC 1/2" MARLEX STREET ELLS. TURF POP UP HEAD. 12 " M I N I M U M B E L O W G R A D E LATERAL LINE AND PVC TEE. 1 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW PARAPET COPING HFA-ANTENNA 13-— hlIII—1 HFA-AE . LTD.r CONTROLLER I COMMON WIRE TO VALVES CONTROL WIRE TO VALVES NTS =====GALVANIZED —HIEIEIEIE III—II—III—II—IIE11=111=111=111:11=11=11=11PLASTIC VALVE BOX —WITH LID (TYP.)A FLOW MO a D \Z227283——53810222311“z \19 83O80)8-Y XL 18I %I /88.OxCL1x27x222)DRAIN VALVE +(2) NTS / A )/7 [I X1=111=11=111:UEMITTER FLOW RATE MAX GPM PSI LOSS 0.6 0.9 SCHEDULE 40 PVC HEADER SIZEdlll F —I *1 A J °d POLY PIPE HEADER SIZE O O @000A F F I C WENDY D. WERT 1002 CO(4NDSCAY 9 999 99 @ Amem IFlFIFEINL7। cih IT in IHAIHII —IEIIE1—ll EIFIIEII=II=IE —II—II■-111=111=111=1111 ■■ =ui=ui=iii=LI !=■dmEm—emmms l=1=11=111=1117-(=111=111=111-'£08823%%O0 8 f 8 1 3V — 60 6A D( —IE—IFFI—II (2)=IH- (9 o IRRIGATION CONTRACTOR SHALL SUBMIT BACKFLOW DETAIL TO LOCAL AUTHORITIES FOR APPROVAL BEFORE STARTING CONSTRUCTION. LATERAL SPACING WIRELESS SENSOR SIGNAL RECEIVER FINISH GRADE WIRELESS RAIN AND FREEZE SENSOR INSULATED FIBERGLASS ENCLOSURE SYSTEM MAINLINE TO WATER SOURCE 4.7 GPM 8.3 GPM 13.5 GPM 33.9 GPM 52.4 GPM EMITTER SPACING 0.67 GPM 1.0 GPM 1.0 GPM 1.5 GPM 0.96 0.69 0.28 EMITTER FLOW 0.6 GPH 0.9 GPH 4.7 GPM 8.3 GPM 13.5 GPM 31.8 GPM 52.4 GPM0.50 GPM 0.75 GPM 12 18 24 7.7 PSI 5.6 PSI 4.2 PSI 2.9 PSI 1.9 PSI 8.8 PSI 6.3 PSI 4.8 PSI 2.9 PSI 2.2 PSI REMOTE CONTROL VALVE 12 18 24 4" POLYFLEX PIPE SDR 9 CTS DRAIN PIPE WITH FLOOR PLATE 1.44 1.03 0.41 1/2”3/4" 1-1/2” 2" #57 GRAVEL SUMP, 2 CUBIC YARD, WRAPPED WITH FABRIC REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER ----------- CONTRACTOR TO COMPLY WITH ALL LOCAL CODES AND ORDINANCES IN REFERENCE TO PIT CONSTRUCTION, INSTALLATION AND VENTING OF BACKFLOW PREVENTION DEVICE. BRASS ISOLATION GATE VALVE —, 24” SPACING 18” SPACING ( ® 27 % 1 ( SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE. 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT THE BOTTOM 1/3 OF THE SLOPE. 5. WHEN ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 1/3 ON A SEPARATE VALVE. @ (3 1/2”3/4" -V2” Co 200 1—11-111—IlBTH-T (5) 12" SPACING (0 0% 200 NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4 0%200 AOFAMc 88888 A A A A TuMu-ui" "MHAT ErEEAEFT" TEHETTF ■ T Page 141 of 799 S 0 0 ° 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ° 1 9 ' 5 1 " W 1 6 8 . 8 7 ' ( M ) BE BE BE BE BE BE BE BE BE BE BE BE BE BE SAN SAN SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N W W W W W W W W W W W W W W W W W W W W W ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S ST S STS SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N SA N LOT 5 PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NORTHWEST CORNER OF HWY 181- HWY 104 SUB SLIDE 2954-B AND SLIDE 2954-C 44168.56 Sq. Feet 1.014 Acres JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 110.56' INV: 108.59' TOC: 117.72' INV: 113.25' 15"RCP N/F CORTE, CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004.241 CO N C R E T E LOT 4 10 ' B . S . L . ( P L A T ) N/F CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004.240 SITE BM #2 N 90°00'00" W 3.08'(R) N 87°35'43" W 3.18'(M) S 00°15'38" W 45.00' S 00°01'35" W 45.36' LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LSL LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LS L LSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSLLSL GT NO PARKI N G BE BE BE BE BE BE BE BE BT BT BT BT BT BT BT BT G G G GG TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF TPF SA W SA W TPF TPF TPF TPF TPF TPF S SSSSSS SD SD SD X WWW 112 11 2 112 112 112 112 113 113 11 3 11 3 11 3 113 113 11 4 114 11 4 11 4 11 4 11 4 115 11 5 11 5 11 5 11 5 11 6 11 6 116 11 6 11 6 11 7 117 117 114 114 115 115 115 11 5 116 116 11 7 EXISTING TREES (4) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. AR 10 IM 4 AR 10 IM 10 STEEL EDGING, TYP. EXISTING TREES (3) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. . EXISTING TREES (3) TO REMAIN. TREES TO BE PROTECTED WITH TREE PROTECTION FENCE DURING THE ENTIRE CONSTRUCTION. 12 . 6 ' 7.9' 25' RESERVED FOR OVERSTORY FRONTAGE TREES PE 5 BR 6 15 ' EX. TREES OVERLAP INTO 15' UTILITY /DRAINAGE EASEMENT. IF ANY TREES ARE DAMAGED DURING CONSTRUCTION, THEY WILL BE REPLACED ONE FOR ONE. 8' UNDERGROUND STORMWATER CHAMBER MGMT SYSTEM. REFER TO GRADING PLAN. AB 6 MG 4 PT 6 L1.0 LANDSCAPE PLAN SCALE: 1 inch = 20 ft. 4030201020151050 LANDSCAPE NOTES: 1. LANDSCAPE PLANS ARE FOR THE LOCATION AND IDENTIFICATION OF PLANT MATERIAL ONLY. NO OTHER WORK IS TO BE PERFORMED BASED ON THESE PLANS. 2. QUANTITIES ON THE PLANT SCHEDULE ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER OWN QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE LANDSCAPE PLANS AND THE PLANT SCHEDULE, THE LANDSCAPE PLAN WILL TAKE PRECEDENCE. THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCOVERING ANY QUANTITY DISCREPANCIES. 3. THE CONTRACTOR SHALL NOT CHANGE OR SUBSTITUTE PLANT VARIETIES OR SPECIES WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RESULTS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL PLANTING HOLES AND PLANT BEDS PRIOR TO INSTALLATION. STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ANY DEBRIS FROM THE HOLE, FILL WITH TOP SOIL, COMPACT AND RAKE SMOOTH PRIOR TO INSTALLING NEW PLANT MATERIAL. 7. TOPSOIL WILL NOT BE STOCKPILED FOR RE-USE IN LANDSCAPE WORK. CONTRACTOR SHALL IMPORT TOPSOIL AS REQUIRED TO COMPLETE LANDSCAPE WORK. PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF ROOTS, STUMPS AND LARGE STONES AND FREE OF BRUSH, WEEDS, LITTER, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. DO NOT OBTAIN FROM BOGS OR MARSHES. PLANT MATERIAL SHALL BE PLACED AS SHOWN ON THE LANDSCAPE PLANS. 8. PLANTING SOIL MIX FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL CONSIST OF THE FOLLOWING: 80% TOPSOIL 20% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): - 3 PARTS - ORGANIC SOIL CONDITIONER (NATURE'S HELPER OR EQUAL) - 1 PART - STERILIZED COW MANURE (OR EQUAL) - COMMERCIALLY AVAILABLE STARTER FERTILIZER @ RATES SPECIFIED BY MANUFACTURER - LIME (AS RECOMMENDED IN SOIL ANALYSIS) 9. QUALITY OF PLANT MATERIAL: ALL PLANTS SHALL CONFORM TO THE CURRENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1). PLANT MATERIAL SHALL BE FREE OF DISEASE AND/OR INSECTS, AND SHALL HAVE A HEALTHY ROOT SYSTEM WITH NO CIRCLING OR KINKED ROOTS. CONTAINER PLANTS SHALL NOT BE ROOT BOUND. PLANT MATERIAL SHALL CONFORM TO THE CURRENT STANDARDS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1-2004). TREES SHALL HAVE STRAIGHT TRUNKS, DENSE CANOPIES AND STRONG BRANCHING WITH GOOD CROTCH ANGLES. CONTRACTOR SHALL SUBMIT GRADE PHOTOS OF EACH TREE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL WITHIN TWO HOURS OF PLANTING. 10. INSPECTION AND APPROVAL OF PLANT MATERIAL: ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE, PRIOR TO INSTALLATION. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT AT LEAST LEAST ONE WEEK NOTICE PRIOR TO PLANT DELIVERY. 11. NEW SHRUB AND GROUNDCOVER PLANTING SHALL BE A MINIMUM OF 36" AWAY FROM EXISTING TREES. 12. CONTRACTOR SHALL REMOVE ALL PLANT TAGS AFTER APPROVAL OF PLANT INSTALLATION BY LANDSCAPE ARCHITECT 13. MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR (4) INCHES. DO NOT PILE MULCH AROUND THE BASE OF PLANTS OR TREE TRUNKS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED. 14. BED PREPARATION FOR SOD INSTALLATION: REMOVE EXISTING VEGETATION WITHIN THE APPROVED BEDLINE. IF THE EXISTING SOIL IS COMPACTED OR OTHERWISE UNSUITABLE FOR PLANTING, REMOVE THE TOP 4 INCHES OF SOIL. TILL SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES. REMOVE LARGE STONES, STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIAL. SPREAD 2 INCHES OF TOPSOIL OVER THE PREPARED BED AND TILL INTO THE TOP 4 INCHES OF LOOSENED SUBGRADE. SPREAD THE REMAINING 2 INCHES OF TOPSOIL, RAKE SMOOTH AND ROLL COMPACT. BEDS SHALL BE FINISHED WITH A SLIGHT CROWN AT THE CENTER TO ALLOW WATER TO SHEET FLOW TO THE SIDES. WATER THE BED IMMEDIATELY BEFORE LAYING THE SOD SO THAT THE TOP INCH OF SOIL IS MOIST. ALLOW WATER TO PERCOLATE SO THERE IS NO STANDING WATER. LIMIT PREPARATION TO AREAS THAT WILL BE SODDED THAT SAME DAY. 15. MAINTENANCE: CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL FROM THE TIME IT IS INSTALLED UNTIL FINAL ACCEPTANCE OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, EDGING, WEEDING, WATERING, PRUNING, FERTILIZING, ETC. 16. WARRANTY: CONTRACTOR SHALL PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL AND LABOR. WARRANTY PERIOD SHALL BEGIN UPON FINAL COMPLETION OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE PROJECT DURING THE WARRANTY PERIOD TO ENSURE THAT THE ESTABLISHMENT RATE OF GROWTH IS ADEQUATE. ANY METHODS OR PRODUCTS DEEMED NOT NORMAL OR DETRIMENTAL TO GOOD PLANT GROWTH SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IN WRITING. FAILURE TO INSPECT AND REPORT WILL BE INTERPRETED AS APPROVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPLACEMENTS. SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TO SURVEY DATED: 06-09-2025 DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW SITE DATA JURISDICTION CITY OF FAIRHOPE ZONING B-2 GB LOT SIZE 1.01 AC LANDSCAPE BUFFER REQUIRED: *ALL INTERIOR DEVELOPMENT & VEHICULAR USE AREAS (VUA) SHALL BE SEPARATED FROM ROW FRONTAGE VIA 10' LANDSCAPE BUFFER. *SECONDARY PERIMETER - ALL INTERIOR DEVELOPMENT & VUA LOCATED AT INTERSECTIONS SHALL BE SEPARATED BY 6' LANDSCAPE BUFFER. *THESE LANDSCAPE BUFFERS SHALL BE PLANTED WITH A SOLID UNBROKEN VISUAL SCREEN AT LEAST 48" H, EXCEPT 4' ON EACH SIDE OF PERMITTED ACCESS WAYS. *MIN. 60% LANDSCAPING BETWEEN BUILDING WALL AND PUBLIC ROW 1958 SF * .60 = 1175 SF PROVIDED: 10610 SF PERIMETER REQUIRED: FRONT SETBACK MUST CONTAIN AT LEAST ONE OVERSTORY (MATURE HEIGHT/WIDTH 40') FOR EVERY 30 LF OF ROAD FRONTAGE. MUST BE PLANTED WITHIN 25' OF PL. (185 LF/ 30 = 6 TREES) PROVIDED: 6 NEW OVERSTORY TREES (EXISTING TREES NOT COUNTED) REQUIRED: MUST CONTAIN ONE OVERSTORY (MATURE HEIGHT/WIDTH 40') FOR EVERY 30' OF REMAINING OUTSIDE LOT PERIMETER. (646 LF/ 30 = 21 TREES) PROVIDED: 21 NEW TREES (EXISTING TREES NOT COUNTED) SITE LANDSCAPE AREA REQUIRED: 20% OF THE TOTAL PROPERTY (NOT INCLUDING ROW) SHALL BE LANDSCAPED OR 44153.63 * .20 = 8830 SF FRONT LANDSCAPE AREA - 5291 SF (PER CITY COMMENTS) PROVIDED: 24348 SF OF TOTAL LANDSCAPE AREA IS PROVIDED 10610 SF OF FRONT LANDSCAPE AREA IS PROVIDED REQUIRED: VEHICLES ARE NOT ALLOWED TO HANG MORE THAN 2' INTO LANDSCAPING A MIN. OF (4) DIFFERENT TREE SPECIES ON EACH SITE WITH AT LEAST (1) SPECIES BEING AN OVERSTORY TREE. CITY OF FAIRHOPE LANDSCAPE NOTES: 1. TREES MUST BE OBTAINED FROM A REPUTABLE SOURCE. TREES HAVE BEEN DUG IN THE WILD WILL NOT BE ACCEPTED. 2. MAINTENANCE OF NEW PLANTINGS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THERE WILL BE (2) REQUIRED CONFORMANCE REVIEWS TO CONFIRM THE ESTABLISHMENT OF THE LANDSCAPE. THE FIRST WILL BE IN (6) MONTHS AND THE SECOND IN (12) MONTHS. ANY FAILURES OF THE LANDSCAPE MUST BE REPLACED BY A SPECIFIED DATE DETERMINED BY THE CITY HORTICULTURIST. 3. ANY VEGETATION PLANTED OR RETAINED TO FULFILL THIS ORDINANCE, WHICH DIES, BECOMES DAMAGED OR DISEASED, MUST BE REPLACED BY THE PROPERTY OWNER. THE PROPERTY OWNER. THE PROPERTY OWNER MUST NOTIFY THE CITY HORTICULTURIST WHEN THE REPLACEMENT HAS BEEN SCHEDULED AND PLANTED. FAILURE TO REPLACE TREES THAT DIE WILL RESULT IN THE PENALTIES. *ALL PROPOSED TREES COME FROM THE CITY OF FAIRHOPE TREE LIST PER ORDINANCE NO. 1444 AND THE ALABAMA FORESTRY COMMISSION RECOMMENDATIONS: HTTPS://FORESTRY.ALABAMA.GOV/PAGES/MANAGEMENT/FORMS/FOREST_TREES_ALABAMA.PDF OR THE AL COOPERATIVE EXTENSION OFFICE HTTPS://WWW.ACES.EDU/WP-CONTENT/UPLOADS/2019/03/ANR-0509_KEYTONATIVECOMMONTREES_042321L-REVISION.PDF SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY REMARKS OVERSTORY TREES AB Acer rubrum 'Bowhall' / Bowhall Red Maple 3" Cal.B&B 6 Mature Height 45' / Mature Width 15' BR Betula nigra / River Birch 3" Cal.B&B 6 Mature Height 40' / Mature Width 40' MG Magnolia grandiflora / Southern Magnolia 3" Cal.B&B 4 Mature Height 60' / Mature Width 50' PT Pinus taeda / Loblolly Pine 3" Cal.B&B 6 Mature Height 60' / Mature Width 35' SHADE TREES PE Pinus elliottii / Slash Pine 3" Cal.5 Min. 12' H / 5' Spread / 4.5' CT SHRUBS AR Azalea indica `Rose Glow` / Rose Glow Indica Azalea 5 gal.20 Mature Height 5' / Mature Width 5' IM Ilex glabra `Pretty Boy` / Pretty Boy Male Inkberry Holly 5 gal.14 Mature Height 5' / Mature Spread 5' SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY REMARKS GROUND COVERS CD Cynodon dactylon / Bermudagrass sod 21,119 sf PLANT SCHEDULE PROPOSED LEGEND: TREE PROTECTION FENCE, SEE DETAILTPF LANDSCAPE SETBACK LINELSL PROPOSED LIGHT POLE LOCATIONS ARE APPROXIMATE. SEE PHOTOMETRICS PLAN FOR FURTHER DETAIL AND ACCURACY. SITE LANDSCAPING NOTE: TEN UNDERSTORY TREES ARE EXISTING AND WERE APPROVED/PROVIDED WITH THE PLANTER'S POINTE MULTIPLE OCCUPANCY PROJECT (MOP) AND THEREFORE WILL NOT BE COUNTED IN THIS SITE'S PROPOSED LANDSCAPE PLAN BUT SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. HFAN HFA-AE , LTD. 6. (2) A C WENDY D. WERT 1002 (4NDSCAY 20 I I % 4 DUST SHRUBS AND GROUND COVER AFTER MULCHING TO REMOVE LOOSE HARDWOOD MULCH FROM THE PLANTS. — O JHJ6 A △ A A A % AEOFAMc —— 2 IA / A W N I N N ® Yi <1 MM ’ < 0 go s t u r h i n , . < Mt l/ :• <1 | | I A o < t V S 4 * #%0 4 , , V •M l f! \ r — 3 | / /. .. h I »A ( N MA w s y ) : .4 r “i n a n i C a <1<1 4 si m )Nr , 1 > > 11 W I h Id O l S ’ t >>> > — 11 •I in l . . . l Page 142 of 799 L1.1 LANDSCAPE DETAILS SH R U B & G R O U N D C O V E R P L A N T I N G PLAN SMALL TREE STAKINGROOTBALL DETAIL STEEL_EDGING MIN. 48" HIGH ORANGE CONSTRUCTION FENCE 1. All trees shown on this plan to be retained shall be protected during all phases of demolition/construction with temporary fencing. It shall be the general contractors responsibility to coordinate with landscape contractor. 2.Tree protection fences shall be installed prior to the commencement of any site preparation work (clearing, grubbing or grading). Clearing shall be done by hand. 3.Fences shall completely surround tree or clusters of trees; shall be located 5' from the outermost limits of the tree branches (drip line); and shall be maintained throughout the construction by contractor. Project in order to prevent the following: A. Soil compaction in the root zone area resulting from vehicular traffic or storage of equipment or materials. B. Root zone disturbances due to grade changes (greater than 6 inches cut or fill) or trenching. C. Wounds to exposed roots, trunk or limbs by mechanical equipment. D. Other activities detrimental to trees such as chemical storage, cement truck cleaning, and fires. 4. Exceptions to installing fences 5' from tree drip lines may be permitted in the following cases: A. Where permeable paving is to be installed: erect the fence at the outer limits of the permeable paving area. B. Where trees are close to the proposed building: erect the fence no closer than 6 feet to the building. 5.Where any of the above exceptions result in a fence being closer than 4 feet to a tree trunk, protect the trunk with strapped-on planking to a height of 8 feet (or to the limits of lower branches) in addition to the reduced fencing provided. 6.Where any of the above exceptions result in areas of unprotected root zones (under drip lines), those areas should be covered with 4 inches of organic mulch to minimize soil compaction. 7.All grading within protected root zone areas shall be done by hand or with small equipment to minimize root damage. Prior to grading, relocate protective fencing to 2 feet behind the grade change area. No root over 1 inch diameter will be cut. 8.Any roots exposed by construction activity shall be pruned with a clean cut flush with the soil. Backfill root areas with good quality top soil immediately. If exposed root areas are not backfilled within 2 days, cover them with organic material in a manner which reduces soil temperature and minimizes water loss due to evaporation. 9.Prior to excavation or grade cutting within tree drip lines, make a clean cut between the disturbed and undisturbed root zones with a rock saw or similar equipment to minimize damage to remaining roots. 10. Trees most heavily impacted by construction activities should be watered deeply once a week during periods of hot, dry weather. Tree crowns should be sprayed with water periodically to reduce dust accumulation on the leaves. 11. No conduit or utilities can be installed within tree protection areas. Any trenching required for the installation of landscape irrigation shall be placed as far from existing tree trunks as possible. 12. No landscape topsoil dressing greater than 4 inches shall be permitted within the drip line of trees. No soil is permitted on the root flare of any tree. Grading limited to 3 inch cut. 13. Pruning to provide clearance for structures, vehicular traffic and equipment shall take place before construction begins. 14. All pruning must be done according to recognized, approved standards of the industry (reference the national arborist association pruning standards for shade trees) by a certified arborist and shall be approved and supervised by owners representative or project urban forester. 15. Damage to trees or any natural resource due to contractor's negligence during the construction phase shall be appraised by the owners representative and ordered repaired, replaced, or compensated. DRIP LINE FENCE POST 5' (TYP.) NOTES: TREE_PROTECTION_FENCETREE PLANTING ON SLOPE DATETITLE# F e b 1 2 , 2 0 2 6 - 1 0 : 2 1 a m - U s e r m i k e . b u t l e r I: \ 1 2 \ 1 2 - 2 5 - 8 0 0 1 2 B H - 7 B r e w - F a i r h o p e , A L \ 0 4 - D e s i g n \ C i v i l \ D W G s \ 1 2 - 2 5 - 8 0 0 1 2 L A N D - I R R . d w g ISSUE BLOCK TH I S D R A W I N G W A S P R E P A R E D F O R U S E O N A S P E C I F I C S I T E A T : ST I P U L A T I O N F O R R E U S E CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N : AN D I T I S N O T S U I T A B L E F O R U S E O N A DI F F E R E N T P R O J E C T S I T E O R A T A L A T E R TI M E . U S E O F T H I S D R A W I N G F O R RE F E R E N C E O R E X A M P L E O N A N O T H E R PR O J E C T R E Q U I R E S T H E S E R V I C E S O F PR O P E R L Y L I C E N S E D A R C H I T E C T S A N D EN G I N E E R S . R E P R O D U C T I O N O F T H I S DR A W I N G F O R R E U S E O N A N O T H E R PR O J E C T I S N O T A U T H O R I Z E D A N D M A Y B E CO N T R A R Y T O T H E L A W . 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 f 888.520.9685 www.hfa-ae.com PRELIMINARY 2/ 1 2 / 2 0 2 6 DOCUMENT DATE: CHECKED BY: DRAWN BY: SHEET: KFB MPB 7 B R E W C O F F E E BR E W H O R I Z O N S , L L C . 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PR O J N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 10 1 0 2 0 2 5 OTP 98 6 7 A L - 1 0 4 ( L O T 5 ) FA I R H O P E , A L 3 6 5 3 2 PAVE1 11/11/2025PAVE2 11/14/2025CITY3 01/07/2026CITY4 01/19/2026CITY5 02/11/2026CITY6 JMS WDW HFA HFA-AE , LTD. 1" POLY ROPE OR yr NOTES: 5.FINISHED GROUND-2 MAX N1SLOPE 6. CENTERED %" T8"8” SCALE: NTSSCALE: NTS (2) 36”x4" STEEL EDGING -FINISHED GRADE A im IF SOD AS SPECIFIEDIF-III-ll r PAVEMENT PREPARED SOL =1300111=111—111=11 I=i SCALE: NTSSCALE: NTS 120’120’C WENDY D. WERT73%1002 PLAN0 (4NDSCAY 42 1"FIRMLY, 18” FROM TRUNK. t"MULCH, 3” MIN. DEPTH,11/2”AT TRUNK LL 7 FINISH GRADE7 FINISHED GRADE CREATE SOIL SAUCER W/ BACKFILLmT UNDISTURBED SUBGRADE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. SCALE: NTS SCALE: NTS THREE 2” X 4” X 8’ STAKES SPACE EVENLY AROUND TREE AND ANCHOR 6” OF EXISTING SOIL THOROUGHLY MIXED W/ 4” DEPTH OF TOPSOIL ROLL SOD & WATER THOROUGHLY 2x ROOT BALL DIAMETER (MIN)' NYLON STRAP PLANTING SOIL MIX (SEE PLANTING NOTES) -RUBBER HOSE / FINISHED GRADE - (SEE GRADING PLAN) ROOTBALL (SEE ROOTBALL PIT DETAIL) PLANTING SOIL MIX 8. 9. SOIL & ROOT LAYER TO BE LEVEL WITH TOP OF PAVEMENT SET PLANT WITH 1/8 HEIGHT OF ROOTBALL ABOVE EXISTING GRADE MULCH, 3” MIN. REFER TO ROOTBALL DETAIL PLANTING SOIL MIX PREPARED PLANTING SOIL AS SPECIFIED. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MASSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SOIL AND PLANT MATERIAL TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTALLATION. MULCH, 3” MIN. CREATE SOIL SAUCER W/ TOPSOIL FINISHED GRADE (SEE GRADING PLAN) REMOVE ROPES/STRAPS AT TOP OF ROOTBALL. PEEL BACK WIRE BASKET AND BURLAP FROM TOP 1/3 OF BALL REMOVE EXCESS SOIL FROM TOP OF ROOT COLLAR (IF PRESENT) SET TOP OF ROOTBALL 2” ABOVE FINISHED GRADE MULCH - 1/2” DEEP AT STEM, 3” DEEP BETWEEN PLANTS. CREATE SOIL SAUCER W/ TOPSOIL MINIMUM DEPTH OF 12” PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. AMEND SOIL. 1/2” EDGER TO BE SMOOTH CLEAN & PARALLEL TO PAVEMENT TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTALLATION. CREATE SOIL SAUCER W/ TOPSOIL. STAKES 2"X2" WOODEN STAKES OR METAL ANCHORS. CUT STAKES LONG ENOUGH FOR SECURE GRIP IN SUBGRADE. ANGLE STAKES 20-30OFF VERTICAL. USE 3 STAKES PLACED EQUAL DISTANCE APART. 4 STAKES MAY BE NECESSARY FOR TREES GREATER THAN 4” CALIPER. NOTE: ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL 2 TO 4 HOURS PRIOR TO PLANTING. SET TOP OF ROOTBALL 2” ABOVE FINISH GRADE 2. 3. NYLON STRAP MAY BE USED IN PLACE OF RUBBER HOSE (GUYING OF TREES NOT REQUIRED UNLESS SPECIFIED). REMOVE WIRE OR NYLON TWINE FROM BALL. INSTALL TOP OF BALL 2" ABOVE FINISHED GRADE (ADJACENT UPHILL GRADE). SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION OF PLANTING. LENGTH OF RUBBER HOSE TO BE 25 THE CIRCUMFERENCE OF TREE CALIPER. PLACE 2 WOOD STAKES PARALLEL TO STREET OR PARKING LOT. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. SET TREE IN VERTICAL PRIOR TO STAKING. SEE LANDSCAPE SPECIFICATIONS FOR ANY OTHER PLANTING REQUIREMENTS. BIODEGRADABLE STRAPS (3) AT 120 APART. ATTACH IN A BRANCH CROTCH APPROX. 1/3 THE HEIGHT OF THE MAIN STEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT BIODEGRADABLE STRAPS (3) AT 120’ APART. ATTACH IN A BRANCH CROTCH APPROX. 1/3 THE HEIGHT OF THE MAIN SSTEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT TOP OF ROOT BALL TO­ BE 2" ABOVE FINISHED GROUND 1"x16" TAPERED STEEL STAKE (30” O.C. MAX) NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. NOTE: STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. 10. THIS DETAIL APPLIES TO BOTH SINGLE AND MULTI-STEM TREES. 1"x2”x18” WOOD­ STAKE W/ LANDSCAPE­ PLANTING BED 4 -REMOVE TOP 1 OF BURLAP AND ANY NAILS, PINS, ETC. -2"—4" SHREDDED HARDWOOD MULCH LAYER OVER THE TOP OF 10MIL -WEFAIgMAWATER BERM -COMPACT FILL TO BE BENCHED IN A △ A A A — O JH7 Fll I1 1 UNDISTURBED SUBGRADE HOLE PLANTING MIX- (AS SPECIFIED) REMOVE TO 23- OF WIRE BASKET (WHERE PRESENT) % AEOFAMc Page 143 of 799 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0-0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.050.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.8 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0SUBBASIN A-020.0 0.0 0.0 0.0 0.0 0.0 0/0 0.0 0.0 0.0 0.1 0.4 0.8 1.2 0.6 0.4 0.3 0.3 0.3 0.4 0.7 0.6 0.6 0.5 0.0 0.1 0.1 0.0 0000 0.0 AP-1 ANALYSIS POINT 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.3 2.6 0.7 0.2 0.1 0.0 0.0 5.7 4.9 2.9 1.6 0.8 0.7 0.8 0.9 1.3 3.1 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.5 5.8 0.9 0.3 0.1 0.0 0.0 3.8 3.8 3.4 2.6 1.8 1.5 1.9 2.2 2.0 1.9 2.6 6.50.0 3 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0.7 2.3 0.4 0.1 0.0 0.0 4.2 3.5 2.5 1.9 1.7 1.9 3.2 2.9 1.9 23 4.2114148 27 122728 0.00.0 0.0 0.0 0.0 0.1 0.1 0.3 1.2 1.6 0.6 0.1 0.0 0.03SF125.6 3.1 1.1 1.9 3.21.5 2 5.0 1.5 2.1 2.0 33 34 182 28 E S 12 231 5 0.00.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 0.9 0.4 0.1 0.0 0.0 SF12 74.4 1.9 1.3 0.9 1.2 1.20.0 12 0.00.20.0 0.0 0.0 0.0 0.1 0.3 0.6 0.8 1.0 0.6 1.2 5.9 5.6 1.7 0.6 0.1 0.0 0.0 3.6 2.6 0.6 0.9 0.80.1 322 0.026230.0 0.0 0.0 0.1 0.5 1.5 1.2 1.2 2.1 0.8 8.9 0.6 0.2 0.1 0.0 0.0 4.0 3.1 2.2 1.2 0.992629 LUM NO.LABEL MTG. HT. 22 0.00.30.1 0.1 091 0.2 0.7 1.9 2.2 2.8 1.6 6.7 1.6 0.9 0.1 0.0 0.0 1-7 A4 106.0 4.0 2.6 2.5 1.5 2.0 1.5 0.2 8-9 A4B 10 0.0100.1 0.3 0.3 0.5 0.8 1.4 0.2 0.1 0.0 0.0121514164.0 10-40 D 8.53.7 4.5 2.7 2.1 2.6 5.8 4.0 2.3 1.2 0.7 1.3 2.3 2.0 1.5 2.9 13-5 2.4 41-162 SB 15-18 0.00.1 0.5 0.9 1.2 3.5 0.5 0.2 0.1 0.0 0.0 163 SB04 18.22.9 3.9 3.6 2.1 1.6 2.0 2.7 2.8 2.6 1.9 0.7 0.7 0.9 1.5 5.2 5.9 164 SB04 14.23 0.00.1 3.1 0.7 0.2 0.1 0.0 0.0 165 SB12 18.20.9 1.9 3.5 5.5 4.8 3.3 1.8 1.2 1.3 1.5 1.3 1.1 1.0 0.91.5 1.3 2.8 gg 166 SB12 14.23o.o0.0 6.3 3.3 1.8 2.3 1.0 0.9 0.4 0.1 0.1 0.0 0.0 167-173 SF 9.50.7 1.9 3.3 1.0 2.2 3.3 3.6 3.1 1.9 1.6 2.9 3.5 3.4 2.7 174-176 SF02 9.590.0A40.0 0.2 0.6 0.9 1.6 3.2 0.6 0.7 0.9 0.3 0.4 0.10.3 0.1 0.0 0.0 0.0 177-178 SF04 9.52.1 6.1 8.7 5.0 1.5 4.2 7.9 3.2 179-187 SF12 9.5 0.0 0 0.000T0.0 0.3 0.5 0.1 0.4 0.3 0.2 0.3 0.9 1.0 0.5 0.4 0.6 1.3 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 188 WP 8.5 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LABEL AVG MAX MIN AVG/MIN MAX/MIN 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 PROPERTY LINE 0.03 0.2 0.0 N.A.N.A. UNDERCANOPY 22.31 34 7 3.19 4.86 PAVED SURFACE 2.72 9.6 0.7 3.89 13.71 UNDEFINED 0.40 8.9 0.0 N.A. N.A. SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DIM SETTINGS BUG Rating ARR. WATTS TOTAL WATTS MANUFACTURER CATALOG LOGIC I7 A4 Single 6394 1.030 1.000 B1-U0-G3 45.14 315.98 Lithonia Lighting DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD 2 A4B SINGLE 4582 1.030 1.000 B0-U0-G2 45.14 90.28 Lithonia Lighting DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD 31 D Single 986 1.000 1.000 N.A.13.1 406.1 Juno Lighting WF6 SWW5 90CRI MW 122 SB Single 133 1.000 1.000 N.A.3.65 445.3 PLED M-SV024-BL I I2 SB04 SF4FT 133 1.000 1.000 N.A.51.1 102.2 PLED M-SV024-BL 2 SB12 SF 12FT 133 1.000 1.000 N.A.160.6 321.2 PLED M-SV024-BL I7 SF Single 205 1.000 1.000 N.A.3.79 26.53 P-LED M-SX024-BL 3 SF02 SF2FT 205 1.000 1.000 N.A. 30.32 90.96 P-LED M-SX024-BL I2 SF04 SF4FT 205 1.000 1.000 N.A.53.06 106.12 P-LED M-SX024-BL I 9 SF12 SF 12FT 205 1.000 1.000 N.A.166.76 1500.84 P-LED M-SX024-BL i i1WP2913Single1.030 1.000 B1-U0-G1 24.42 24.42 Lithonia Lighting WPX1 LED 40K MVOLT EXXX DBLXD REV.BY DATE DESCRIPTIONIl REDLEONARD H W ASSOCIATES (73R1 JRB 11/14/25 REDUCED HEIGHT OF POLES TOP 10 FT R2 JRB 01/05/26 REVISED CAD BACKGROUND R3 JRB 01/21/26 REDESIGNED TO MEET SPILL WITH DSXO AND UPDATED POLE NOTATION RL-10650-S1-R3 LUMINAIRE LOCATION SUMMARY CALCULATION SUMMARY LUMINAIRE SCHEDULE THRU C 185 SF12 184 SF12 183 154 SB 155 SB3 186.8 SF12 FOOTCANDLES LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES UNLESS OTHERWISE NOTED 188 WP 95 SB NOTES: - POLE MOUNTED FIXTURES ARE MOUNTED ON A 7FT POLE ATOP A 3FT CONCRETE BASE. 0.0 0.0 SCALE: 1" = 16' ___20 180 SF12 0.2 0.2 0.0 0.0 0.0 0.0 0.3 0.2 0.2 0.2 7.8 9 I 0.0 0.0 1.2 8 LAYOUT BY: JRB 248 DATE: 09/22/25 9.6 15 8 A4B I 2.8 13 20 D i 166 SB12 1.6 4 3.2 2 • A4 4 A48 93 SB 9 5 A44.51 2.7 3.5 0.1 0.1 ; 0.0 0.0 , 0.1 0.0 DWG SIZE: D | 0.1 0.1 1.5 1.8 6.4 1 A4 091.0 0.0 SUBBASIN A-04 0.53 2.1 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 | redleonard.com 3.1 3.6 DISCLAIMER ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHTTO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR ATTHE CONCLUSION OF THE PUBLISHED WORK. 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LI N E S , RI G H T - O F - W A Y ST R E E T IN CH A N G E S OB S E R V A B L E ON 4. N O T E S R E G A R D I N G T A B L E A I T E M S 1 6 & 1 7 - 42 - 3. S I T E B E N C H M A R K S - 2. V E R T I C A L D A T U M - N A V D 8 8 , O P U S S O L U T I O N HE I G H T R E S T R I C T I O N S - 3 0 ’ 1. Z O N I N G : B - 2 ( G E N E R A L B U S I N E S S ) C C SI T E D A T A «l TO G E T H E R W I T H a p e r m a n e n t i n g r e s s / e g r e s s a c c e s s e a s e m e n t a p p u r t e n a n t d e s c r i b e d a s : 14 2 . 1 9 f e e t , a n a r c d i s t a n c e o f 1 4 5 . 8 5 f e e t t o a p o i n t ; t h e n c e S— 2 2 ' 2 0 ’ 4 0 ” — W , an a r c d i s t a n c e o f 7 9 . 9 2 f e e t t o a p o i n t ; t h e n c e 77 . 2 0 f e e t . S— 6 3 ' 5 8 ’ 5 6 ” — W , ZO N I N G A N D R E S T R I C T I O N S S H O W N H E R E O N W E R E O B T A I N E D B Y A GE N E R A L R E Q U E S T A T T H E P U B L I C C O U N T E R O F T H E L O C A L Z O N I N G AU T H O R I T Y . 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MA G N A I L , E L E V . 1 1 7 . 3 1 ’ MA G N A I L , E L E V . 1 1 5 . 7 6 ’ So u t h w e s t e r l y a l o n g a c u r v e t o t h e r i g h t h a v i n g a r a d i u s o f 3 1 3 . 0 0 f e e t , a c h o r d o f w h i c h be a r s S - 4 1 ' 1 9 ’ 3 6 ” - W , 3 6 . 7 1 f e e t , a n a r c d i s t a n c e o f 3 6 . 7 3 f e e t t o a p o i n t ; t h e n c e r u n So u t h w e s t e r l y a l o n g a c u r v e t o t h e l e f t h a v i n g a r a d i u s 1 8 7 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s di s t a n c e o f 2 7 1 . 1 9 f e e t t o a p o i n t ; t h e n c e r u n S o u t h e a s t e r l y a l o n g a c u r v e t o t h e l e f t h a v i n g a r a d i u s 1 7 5 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s S - 8 6 ' 3 8 ’ 5 8 ” - E , 2 0 . 4 5 f e e t , a n a r c d i s t a n c e o f 20 . 4 7 f e e t t o a p o i n t ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - E , 8 5 . 5 3 f e e t t o a p o i n t o n t h e W e s t ri g h t - o f - w a y o f S t a t e R o u t e 1 8 1 ; t h e n c e r u n S - 3 3 ' 2 5 ’ 4 6 ” - E a l o n g s a i d W e s t r i g h t - o f - w a y o f St a t e R o u t e 1 8 1 , 5 4 . 4 6 f e e t t o a p o i n t ; t h e n c e r u n S - 0 0 ' 1 5 ’ 3 8 ” - W a l o n g s a i d W e s t ri g h t - o f - w a y o f S t a t e r o u t e 1 8 1 , 3 6 . 5 5 f e e t t o a p o i n t ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - W l e a v i n g sa i d W e s t r i g h t - o f - w a y o f S t a t e R o u t e 1 8 1 , 8 9 . 7 5 f e e t t o a p o i n t ; t h e n c e r u n S o u t h w e s t e r l y al o n g a c u r v e t o t h e l e f t h a v i n g a r a d i u s o f 8 8 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s CO R T E , PA R C E L # NO O B S E R V A B L E E V I D E N C E O F E A R T H M O V I N G W O R K , B U I L D I N G CO N S T R U C T I O N O R B U I L D I N G A D D I T I O N S I N R E C E N T M O N T H S . AN D I N C L U D E S I T E M S 1 , 2 , 3 , 5 , 4 , 6 a , 6 b , 7 a , 7 b ( 1 ) , 8 , 9 , 1 1 b , 1 3 , 1 6 , 1 7 , 1 9 , 2 0 , & 22 O F T A B L E A T H E R E O F . T H E F I E L D W O R K W A S C O M P L E T E D O N J U L Y 8 , 2 0 2 5 . 5. U N D E R G R O U N D U T I L I T I E S S H O W N H E R E O N A R E F R O M A R E P O R T FU R N I S H E D B Y B L O O D H O U N D U T I L I T Y L O C A T O R S . S- 0 0 ' 0 0 ’ 0 0 ” - E 2 2 3 . 2 3 f e e t t o a p o i n t ; t h e n c e r u n N - 8 9 ' 3 9 ’ 5 3 ” - W , 1 0 0 . 2 9 f e e t t o t h e P o i n t of B e g i n n i n g , c o n t a i n i n g 1 . 1 7 a c r e s , m o r e o r l e s s . TO C : 1 1 6 . 6 8 ’ IN V : 1 1 2 . 6 8 ’ 15 ” R C P TO : H A R R I S O N F R E N C H ; F I R S T A M E R I C A N T I T L E I N S U R A N C E C O M P A N Y TH I S I S T O C E R T I F Y T H A T T H I S M A P O R P L A T A N D T H E S U R V E Y O N W H I C H I T I S B A S E D WE R E M A D E I N A C C O R D A N C E W I T H T H E 2 0 2 1 M I N I M U M S T A N D A R D D E T A I L R E Q U I R E M E N T S F O R AL T A / N S P S L A N D T I T L E S U R V E Y S , J O I N T L Y E S T A B L I S H E D A N D A D O P T E D B Y A L T A A N D N S P S , SE T B A C K S - -F R O N T = 2 0 ’ ; W H E R E A B U T S R E S I D E N T I A L , B E I N L I N E W I T H AD J A C E N T S T R U C T U R E S -C O R N E R S I D E = N O N E —S I D E = O ’ ; 1 0 ’ W H E N A B U T T I N G R E S I D E N T I A L -R E A R = O ' ; 2 0 ' W H E N A B U T T I N G R E S I D E N T I A L Be g i n n i n g a t t h e N o r t h e a s t c o r n e r o f L o t 1 , a s r e c o r d e d o n S l i d e 2 9 5 4 - B i n t h e O f f i c e o f th e J u d g e o f P r o b a t e , B a l d w i n C o u n t y , A l a b a m a a n d a l s o s a i d p o i n t b e i n g t h e P o i n t o f Be g i n n i n g ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - W 3 5 . 0 0 ’ t o a p o i n t ; t h e n c e r u n S - 0 0 ' 0 0 ’ 0 0 ” - E f o r a di s t a n c e o f 3 7 0 . 8 0 ’ ; t h e n c e r u n S - 2 8 ' 0 6 ’ 0 8 ’ ’ - W f o r a d i s t a n c e o f 5 4 . 2 9 ’ t o t h e b e g i n n i n g „ o f a c u r v e t o t h e l e f t , s a i d c u r v e h a v i n g a r a d i u s o f 5 1 . 3 1 ’ , c h o r d b e a r i n g o f S - 0 1 2 6 ‘ 1 6 " - W an d c h o r d l e n g t h o f 6 4 . 4 2 ’ , t h e n c e r u n a l o n g s a i d c u r v e 6 9 . 6 4 ’ t o t h e b e g i n n i n g o f c u r v e t o PA R K I N G P R O V I D E D - -R E G U L A R = 0 S P A C E S -H A N D I C A P = 0 S P A C E S TO T A L S P A C E S P R O V I D E D = 0 M A R K E D S P A C E S S- 0 0 ' 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 1 9 . 8 5 ’ ; t h e n c e r u n S - 4 5 ' 1 0 ' 0 3 ” - W f o r a d i s t a n c e o f 3 5 . 4 6 ’ to a p o i n t o n t h e N o r t h r i g h t o f w a y l i n e o f A l a b a m a H w y 1 0 4 ; t h e n c e r u n S - 8 9 ' 3 9 ’ 5 5 ” - E al o n g s a i d r i g h t o f w a y l i n e f o r a d i s t a n c e o f 1 1 0 . 0 0 ’ ; t h e n c e l e a v i n g s a i d r i g h t o f w a y r u n N- 4 4 ' 4 9 ’ 5 7 ” - W f o r a d i s t a n c e o f 4 2 . 3 4 ’ ; t h e n c e r u n N - 0 0 ' 0 0 ’ 0 0 - E f o r a d i s t a n c e o f 16 5 . 9 6 ’ ; t h e n c e r u n N - 4 5 ' 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 0 . 5 1 ’ ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 4 4 . 3 3 ’ ; t h e n c e r u n S - 4 5 ' 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 0 . 5 1 ’ ; t h e n c e r u n S— 0 0 ' 0 0 ’ 0 0 ” — E f o r a d i s t a n c e o f 1 6 8 . 9 4 ’ ; t h e n c e r u n S - 4 5 ' 1 0 ’ 0 3 ” - W f o r a d i s t a n c e o f 4 0 . 1 6 ’ to a p o i n t o n t h e N o r t h r i g h t o f w a y l i n e o f A l a b a m a H w y 1 0 4 ; t h e n c e r u n S - 8 9 ' 3 9 ’ 5 5 ” - E al o n g s a i d r i g h t o f w a y f o r a d i s t a n c e o f 1 0 0 . 0 0 ’ ; t h e n c e l e a v i n g s a i d r i g h t o f w a y l i n e r u n N- 4 4 ' 4 9 ’ 5 7 ” - W f o r a d i s t a n c e o f 3 5 . 2 5 ’ ; t h e n c e r u n N - 0 0 ' 1 1 ' 1 1 ” - E f o r a d i s t a n c e o f 17 8 . 9 2 ’ ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - E f o r a d i s t a n c e o f 2 . 5 0 ’ ; t h e n c e r u n N - 0 0 ' 0 0 ’ 0 0 ” - E f o r a di s t a n c e o f 5 9 . 0 9 ’ ; t h e n c e r u n N - 1 5 ' 0 7 ’ 3 1 " - E f o r a d i s t a n c e o f 7 7 . 2 2 ’ t o t h e b e g i n n i n g o f a cu r v e t o t h e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 9 0 . 8 2 ’ , a c h o r d b e a r i n g N - 5 2 ' 3 3 ’ 4 6 ” - E a n d ch o r d l e n g t h o f 8 4 . 5 0 ’ ; t h e n c e r u n a l o n g s a i d c u r v e 9 0 . 8 2 ’ ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - E f o r a di s t a n c e o f 1 6 6 . 4 4 ’ t o a p o i n t o n t h e w e s t r i g h t o f w a y l i n e o f A l a b a m a H i g h w a y 1 8 1 ; t h e n c e ru n N - 0 0 ' 1 5 ’ 3 8 ” - E a l o n g s a i d r i g h t o f w a y l i n e f o r a d i s t a n c e o f 4 5 . 0 0 ’ ; t h e n c e l e a v i n g s a i d ri g h t o f w a y r u n N - 9 0 ' 0 0 ’ 0 0 ” - W f o r a d i s t a n c e o f 1 6 6 . 5 8 ’ t o t h e b e g i n n i n g o f a c u r v e t o th e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 6 9 . 5 0 ’ , a c h o r d b e a r i n g N - 4 5 ' 0 0 ’ 0 0 ’ ’ - W a n d a c h o r d le n g t h o f 9 8 . 2 9 ’ , t h e n c e r u n a l o n g s a i d c u r v e 1 0 9 . 1 7 ’ ; t h e n c e r u n N - 0 0 ' 0 0 ’ 0 0 ” - W f o r a di s t a n c e o f 3 5 9 . 8 7 ’ t o t h e P o i n t o f B e g i n n i n g . S a i d e a s e m e n t c o n t a i n s 1 . 7 0 a c r e s , m o r e o r th e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 1 3 7 . 0 2 ’ , a c h o r d b e a r i n g o f S - 3 1 5 5 ‘ 3 1 ” - E a n d ch o r d l e n g t h o f 4 5 . 6 5 ’ , t h e n c e r u n a l o n g s a i d c u r v e 4 5 . 8 6 ’ t o t h e b e g i n n i n g „ o f a c u r v e t o th e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 2 7 . 4 0 ’ , a c h o r d b e a r i n g S - 0 3 ' 0 1 ’ 4 0 ” - E a n d c h o r d le n g t h o f 1 6 . 1 0 ’ ; t h e n c e r u n a l o n g s a i d c u r v e 1 6 . 3 4 ’ ; t h e n c e r u n S - 1 5 ' 0 7 ’ 3 1 ’ ’ - W f o r a di s t a n c e o f 5 4 . 8 2 ’ t o t h e b e g i n n i n g o f a c u r v e t o t h e l e f t , s a i d c u r v e h a v i n g a r a d i u s o f 17 4 . 5 0 ’ , a c h o r d b e a r i n g o f S - 1 2 ' 5 3 ’ 0 8 ” - W a n d c h o r d l e n g t h o f 1 3 . 6 4 ' ; t h e n c e r u n a l o n g sa i d c u r v e 1 3 . 6 4 ’ t o t h e b e g i n n i n g o f a c u r v e t o t h e r i g h t , s a i d c u r v e h a v i n g a r a d i u s o f 14 . 5 0 ’ , a c h o r d b e a r i n g S - 5 0 ' 1 9 ’ 2 2 ” - W a n d c h o r d l e n g t h o f 1 8 . 5 2 ’ ; t h e n c e r u n a l o n g s a i d cu r v e 2 0 . 0 8 ’ ; t h e n c e r u n N - 9 0 ' 0 0 ’ 0 0 ” - W f o r a d i s t a n c e o f 3 2 7 . 0 9 ’ ; t h e n c e r u n l< z # * R S a u s e SS 5 7 2 2 5 . D W G "K 9 9 07 / 1 7 / 2 0 2 5 DA T E O F C E R T I F I C A T I O N JO B N U M B E R : SH E E T 1 O F 1 TO P R I O R NO T O R S U R V E Y T H I S NO SH O W N WH E T H E R PR O F O R M A an d I S N O T i n a S p e c i a l 4/ 1 9 / 2 0 1 9 wh i c h h a s a n e f f e c t i v e d a t e o f of t h e F l o o d I n s u r a n c e R a t e M a p , C o m m u n i t y P a n e l N o . re / 01 0 0 3 C 0 6 6 1 M FL O O D D A T A Th i s p r o p e r t y i s i n Z o n e X (DA T E SC O P E . CA D : KJ W PL S R E V I E W : . FI E L D S U R V E Y : _ R H , 2 0 2 5 DA T E : DA T E : SE P T E M B E R 3 , 2 0 2 5 PR O J E C T A D D R E S S : , 2 0 2 5 TH I S S U R V E Y S H A L L N O T B E U S E D W I T H A N A F F I D A V I T (O P Y R I G H T N O T E : m — TH I S S U R V E Y S H A L L N O T B E U S E D W I T H A N A F F I D A V I T I DA T E O F O R I G I N A L : JU L Y 1 7 BA L D W I N C O U N T Y , S T A T E O F A L A B A M A 5 PR O J E C T L O C A T I O N : PR E P A R E D F O R : 76 P 12 0 ’ - NE R / C A 7 -O / H T - -H / C 11 9 - SU f ? 12 9 A A g 4 M Fo r i n q u i r i e s , q u e s t i o n s o r c o n c e r n s a b o u t t h i s s u r v e y c o n t a c t mj f e l d b u s c h @ u s s u r v e y o r . c o m o r c a l l 1 - 8 0 0 - 8 6 7 - 8 7 8 3 e x t . 2 0 1 O Co th e S t a t e o f A l a b a m a t o t h e b e s t o f m y k n o w l e d g e , i n f o r m a t i o n , a n d b e l i e f . ' NO T V A L I D W I T H O U T OR I G I N A L S I G N A T U R E ”I h e r e b y c e r t i f y t h a t a l l p a r t s o f t h i s s u r v e y a n d d r a w i n g h a v e b e e n c o m p l e t e d ac c o r d a n c e w i t h t h e c u r r e n t r e q u i r e m e n t s o f t h e S t a n d a r d s o f P r a c t i c e f o r S u r v e y i n g 98 6 7 S T A T E H W Y 1 0 4 FA I R H O P E , A L 3 6 5 3 2 in in OR L E T T E R O F A N Y K I N D F O R R E U S E I N C L U D I N G , B U T NO T L I M I T E D T O . F U T U R E C L O S I N G S , M O R T G A G E S , P L O T PL A N S , C O N S T R U C T I O N , L A N D S C A P I N G , P E R M I T T I N G , E T C . I T I S A V I O L A T I O N O F T H E F E D E R A L C O P Y R I G H T A C T , D I G I T A L MI L L E N N I U M C O P Y R I G H T A C T , T O C O P Y O R M O D I F Y A N D RE U S E T H I S S U R V E Y B E Y O N D T H E D A T E A N D S C O P E . U . S . SU R V E Y O R , I T S A S S O C I A T E S , A N D / O R A G E N T S S H A L L N O T B E LI A B L E F O R U S E O F T H I S S U R V E Y B Y A N Y O T H E R E N T I T I E S OR P E R S O N S F O R A N Y P U R P O S E B E Y O N D T H E O R I G I N A L HA R R I S O N FR E N C H PR O J E C T T Y P E : AL T A / N S P S L A N D TI T L E S U R V E Y CO M M E N C E M E N T O F W O R K . T H I S S U R V E Y H A S B E E N P R E P A R E D US I N G A V A I L A B L E U T I L I T Y D A T A . T H I S S U R V E Y O R D O E S N O T M A K E ST A T E M E N T S O F A C C U R A C Y B A S E D U P O N M A P S A N D U T I L I T Y LO C A T E S O F O T H E R S . RO D N E Y K . Y O U N G P . L . S . AL A B A M A R E G I S T R A T I O N N O . 2 5 8 6 1 RE C O R D C L O S U R E 1 : 3 8 1 7 7 8 . 7 7 ME A S U R E D C L O S U R E 1 : 9 2 7 8 1 5 . 5 3 CE R T I F I C A T I O N I S O N L Y T O T H E P A R T I E S H E R E I N N A M E D . TH I S S U R V E Y I S N O T V A L I D F O R A N Y F U T U R E T R A N S A C T I O N S O F T H I S P R O P E R T Y . Fl o o d H a z a r d A r e a . F i e l d s u r v e y i n g w a s n o t p e r f o r m e d t o d e t e r m i n e t h i s z o n e . An e l e v a t i o n c e r t i f i c a t e m a y b e n e e d e d t o v e r i f y t h i s d e t e r m i n a t i o n o r a p p l y fo r a n a m e n d m e n t f r o m t h e F e d e r a l E m e r g e n c y M a n a g e m e n t A g e n c y . NO T I C E : O T H E R F L O O D M A P S M A Y E X I S T T H A T S H O W F L O O D P L A I N A S D E T E R M I N E D B Y S T A T E O R M U N I C I P A L I T I E S . TH E C E R T I F I C A T I O N O N L Y C O V E R S T H E F E M A F I R M M A P R E F E R E N C E D H E R E O N . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RE V I S I O N : A RE V I S E D T I T L E C O M M I T M E N T RE V I S I O N : A CL I E N T C O M M E N T S - M D T RE V I S I O N : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ST A T E H I G H W A Y 1 0 4 (8 0 ’ P U B L I C R I G H T - O F - W A Y ) NO . 2 5 8 6 1 . P R O F E S S I O N A L - AW U A B A l , / Y i d E N s e " 4 c/ O , 2 0 2 5 __ _ _ _ DA T E : JU L Y 2 1 Kn o w w h a t ' s b e l o w IT I S T H E C O N T R A C T O R S R E S P O N S I B I L I T Y T O L O C A T E A L L U T I L I T I E S , © C O P Y R I G H T 2 0 2 5 U . S . S U R V E Y O R Th i s d r a w i n g , i s t h e p r o p e r t y o f U . S . S u r v e y o r , Th i s d r a w i n g , s t y l e a n d f o r m a t i s p r o t e c t e d b y Co p y r i g h t a n d a l l r i g h t s a r e r e s e r v e d . T h e u s e of t h i s d r a w i n g s t y l e a n d f o r m a t i s s t r i c t l y pr o h i b i t e d w i t h o u t t h e w r i t t e n c o n s e n t a n d pe r m i s s i o n o f U. S . S U R V E Y O R ST A N D A R D L E G E N D A1 NO N E C C IM P R O V E M E N T N O T E S TH I S I S A L I S T I N G O F O B S E R V E D I M P R O V E M E N T S T H A T C R O S S D E E D L I N E S . ST A T E M E N T O F O W N E R S H I P O R P O S S E S S I O N I S N O T T H E I N T E N T O F T H I S L I S T I N G . J .0 9 30 ' O' .0 0 N NO T T O S C A L E C C VI C I N I T Y M A P SI T E ST H W Y 1 0 4 EN C O U N T E R D R o 70 C3i US S u r v e y o r I n t e r n a l U s e O n l y = X X X # # x x / x x oC II SC A L E : 1" = 3 0 ' TH I S D R A W I N G W A S C R E A T E D T O B E V I E W E D I N D W G F O R M A T . I F I T I S R E P R O D U C E D OR V I E W E D I N P D F O R A N Y O T H E R E L E C T R O N I C F O R M A T , I T M A Y N O T B E T O S C A L E NO R T H I N D E X I S GR I D S T A T E P L A N E A L W E S T I I 22 As a m e n d e d b y t h e A m e n d m e n t t o D e c l a r a t i o n of C o v e n a n t s , C o n d i t i o n s , 2119181614131211 AS P E R C O M M I T M E N T N O . N C S - 1 2 2 6 4 9 1 A L 1 - O R L D A T E D J U N E 3 0 , 2 0 2 5 ( NO T E S C O R R E S P O N D I N G T O S C H E D U L E B 21 . D e c l a r a t i o n o f C o v e n a n t s , C o n d i t i o n s , R e s t r i c t i o n s a n d g r a n t o f E a s e m e n t re c o r d e d a s I n s t r u m e n t N u m b e r 1 8 8 8 6 2 0 . Re s t r i c t i o n s a n d G r a n t o f E a s e m e n t s , r e c o r d e d o n F e b r u a r y 2 0 , 2 0 2 4 a s In s t r u m e n t N u m b e r 2 0 1 0 8 0 1 1 . Fu r t h e r a m e n d e d b y S e c o n d A m e n d m e n t t o D e c l a r a t i o n o f C o v e n a n t s , C o n d i t i o n s , Re s t r i c t i o n s a n d G r a n t o f E a s e m e n t s , r e c o r d e d o n A p r i l 4 , 2 0 2 5 a s I n s t r u m e n t Nu m b e r 2 1 8 0 2 4 6 . SH O W N H E R E O N - 1 0 ’ U T I L I T Y E A S E M E N T A L O N G R E A R S I D E O F S U B J E C T P R O P E R T Y 16 . B u i l d i n g s e t b a c k l i n e s , d r a i n a g e a n d u t i l i t y e a s e m e n t s , t e r m s , c o n d i t i o n s a n d re s t r i c t i o n s a s s e t o u t o n r e c o r d e d p l a t o f s a i d s u b d i v i s i o n o n S l i d e 2 9 5 4 - B , Sl i d e 2 9 5 4 - C a n d c o r r e c t e d i n D o c # 2 1 8 9 2 4 4 . SH O W N H E R E O N ; M U L T I P L E D R A I N A G E A N D U T I L I T Y E A S E M E N T S A L O N G W I T H 1 5 ’ SI D E W A L K E A S E M E N T S H O W N A P P R O X I M A T E H E R E O N 13 . R e l e a s e o f D a m a g e s s e t f o r t h i n D e e d t o t h e S t a t e o f A l a b a m a d a t e d Ja n u a r y 2 4 , 2 0 1 4 , r e c o r d e d a s I n s t r u m e n t N u m b e r 1 4 3 9 2 3 4 . BL A N K E T I N N A T U R E , N O I T E M S T O P L O T 18 . D r a i n a g e E a s e m e n t g r a n t e d t o S t a t e o f A l a b a m a D e p a r t m e n t o f T r a n s p o r t a t i o n re c o r d e d a s I n s t r u m e n t N u m b e r 1 8 8 3 8 2 8 . SH O W N H E R E O N 14 . N o n - E x c l u s i v e E a s e m e n t f o r I n g r e s s , E g r e s s a n d U t i l i t i e s f r o m B a r b a r a Y . Co r t e t o T h e S a n c t u a r y , L L C , d a t e d A p r i l 2 7 , 2 0 0 5 , r e c o r d e d a s I n s t r u m e n t Nu m b e r 8 8 7 9 8 1 . IS N O T O N O R D O E S N O T T O U C H 19 . T e r m , C o n d i t i o n s , a n d R e s t r i c t i o n s o n u s e o f s u b j e c t p r o p e r t y a s s e t f o r t h i n Me m o r a n d u m o f L e a s e b e t w e e n C o r t e , C a v e / M i t c h e l l 1 , L L C , a s L a n d l o r d a n d Pu b l i x A l a b a m a , L L C , a s T e n a n t r e c o r d e d a s I n s t r u m e n t N u m b e r 1 8 8 8 6 1 9 . NO I T E M S T O P L O T 11 . O i l , G a s a n d M i n e r a l L e a s e f r o m A . I . C o r t e , J r . , a l s o k n o w n a s A t i l i o I . C o r t e , Jr . a n d B a r b a r a Y a r b r o u g h C o r t e t o A m e r a d a H e s s C o r p o r a t i o n , f i l e d f o r r e c o r d De c e m b e r 8 , 1 9 7 6 i n D e e d B o o k 5 1 0 , P a g e 2 6 9 . BL A N K E T I N N A T U R E , N O I T E M S T O P L O T 22 . P e r m a n e n t I n g r e s s E g r e s s A c c e s s E a s e m e n t g r a n t e d t o L o t s 2 , 3 . 4 , 5 , 6 , 7 , 8 a n d 9 a s s h o w n o n P l a n t e r s P o i n t e S u b d i v i s i o n S l i d e 2 9 5 4 - B a s c o n t a i n e d i n Do c # 2 1 3 7 5 8 0 . SH O W N H E R E O N 12 . R i g h t - o f - W a y f r o m B a r b a r a Y . C o r t e t o T h e U t i l i t i e s B o a r d o f t h e C i t y o f Fo l e y , d a t e d J u n e 2 4 , 1 9 9 8 , f i l e d f o r r e c o r d i n R e a l P r o p e r t y B o o k 8 4 5 , P a g e 62 3 . IS N O T O N O R D O E S N O T T O U C H th e a p o i n t ; N- 0 0 ' 0 4 ’ 2 0 ” - W , Su b d i v i s i o n ; th e n c e to fe e t 86 3 . 2 8 Hw y 1 0 4 Co m m e n c i n g a t t h e S o u t h w e s t c o r n e r o f s a i d L o t 2 , N W C o r n e r H w y 1 8 1 NO N E TH I S S U R V E Y I S S U B J E C T T O A N Y A N D A L L E N F O R C E A B L E R E S T R I C T I V E C O V E N A N T S . C C SU R V E Y O R N O T E S c c LE G A L D E S C R I P T I O N S- 8 9 ' 3 9 ’ 5 3 ’ ’ - E , 5 7 4 . 8 0 f e e t t o t h e P o i n t o f B e g i n n i n g ; t h e n c e r u n N o r t h e a s t e r l y a l o n g a c u r v e to t h e l e f t h a v i n g a r a d i u s o f 5 0 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s N - 4 5 ' 1 0 ’ 0 3 ” - E , 7 0 . 9 2 f e e t , an a r c d i s t a n c e o f 7 8 . 8 3 f e e t t o a p o i n t ; t h e n c e r u n N - 0 0 ' 0 0 ’ 0 0 ” - E , 1 5 4 . 1 8 f e e t t o a p o i n t ; th e n c e r u n N o r t h w e s t e r l y a l o n g a c u r v e t o t h e l e f t h a v i n g a r a d i u s o f 8 7 . 0 0 f e e t , a c h o r d o f wh i c h b e a r s N - 0 3 ' 2 6 ’ 3 7 ’ - W , 1 0 . 4 5 f e e t , a n a r c d i s t a n c e o f 1 0 . 4 6 f e e t t o a p o i n t ; t h e n c e r u n N- 0 6 ' 5 3 ' 0 6 ’ ’ - W , 1 1 8 . 0 6 f e e t t o a p o i n t ; t h e n c e r u n N o r t h e a s t e r l y a l o n g a c u r v e t o t h e r i g h t ha v i n g a r a d i u s o f 1 5 0 . 0 0 f e e t , a c h o r d o f w h i c h b e a r s N - 4 4 ' 5 4 ’ 2 9 " - E , 2 3 5 . 7 3 f e e t , a n a r c Lo t 5 o f P l a n t e r s P o i n t e S u b d i v i s i o n R e - s u b o f L o t 2 N W c o r n e r H w y 1 8 1 - H w y 1 0 4 S u b a s re c o r d e d o n S l i d e 2 9 5 4 - B a n d S l i d e 2 9 5 4 - C , a n d c o r r e c t e d i n D o c # 2 1 8 0 2 4 4 , B a l d w i n Co u n t y , A l a b a m a . IT E M S L I S T E D B E L O W M A Y R E P R E S E N T A N E A S E M E N T T H A T W A S N O T S H O W N I N SC H E D U L E B D O C U M E N T S TO G E T H E R W I T H A N D S U B J E C T T O a n o n - e x c l u s i v e e a s e m e n t , f o r i n g r e s s , e g r e s s , a n d u t i l i t i e s , ov e r a n d a c r o s s L o t 1 o f t h e N o r t h w e s t C o r n e r o f H w y 1 8 1 - H w y 1 0 4 S u b d i v i s i o n , a s r e c o r d e d on S l i d e 2 7 2 5 - E a n d r a t i f i c a t i o n o f p l a t r e c o r d e d a s I n s t r u m e n t N u m b e r 1 8 5 7 0 8 7 i n t h e Of f i c e o f t h e J u d g e o f P r o b a t e , B a l d w i n C o u n t y , A l a b a m a , w h i c h i s h e r e b y r e s e r v e d u n t o t h e gr a n t o r , i t s s u c c e s s o r s a n d / o r a s s i g n s f o r t h e b e n e f i t o f i t s a d j o i n i n g p r o p e r t y a n d a n y f u t u r e de v e l o p m e n t t h e r e o f . S a i d e a s e m e n t b e i n g m o r e p a r t i c u l a r l y d e s c r i b e d a s f o l l o w s : DI S T A N C E 86 3 . 2 8 ’ 57 4 . 8 0 ’ 15 4 . 1 8 ’ 11 8 . 0 6 ' 85 . 5 3 ’ 54 . 4 6 ’ 36 . 5 5 ’ 89 . 7 5 ’ 22 3 . 2 3 ’ 10 0 . 2 9 ’ 35 . 0 0 ’ 37 0 . 8 0 ’ 54 . 2 9 ’ 54 . 8 2 ’ 32 7 . 0 9 ’ 21 9 . 8 5 ’ 35 . 4 6 ’ 11 0 . 0 0 ’ 42 . 3 4 ’ 16 5 . 9 6 ' 20 . 5 1 ’ 24 4 . 3 3 ’ 20 . 5 1 ’ 16 8 . 9 4 ’ 40 . 1 6 ’ 10 0 . 0 0 ' 35 . 2 5 ’ 17 8 . 9 2 ’ 2. 5 0 ’ 59 . 0 9 ’ 77 . 2 2 ’ 16 6 . 4 4 ’ BE A R I N G N 0 0 ' 0 4 ’ 2 0 ” W S 8 9 ' 3 9 ’ 5 3 ” E N 0 0 ' 0 0 ’ 0 0 ” W N 0 6 ' 5 3 ’ 0 6 ” W N 9 0 ' 0 0 ’ 0 0 ” E S 3 3 ' 2 5 ’ 4 6 ” E S 0 0 ' 1 5 ’ 3 8 ” W N 9 0 ' 0 0 ’ 0 0 ” W S 0 0 ' 0 0 ’ 0 0 ” E N 8 9 * 3 9 ’ 5 3 ” W N 9 0 ' 0 0 ’ 0 0 ” W S 0 0 ' 0 0 ' 0 0 ’ ’ E S 2 8 ' 0 6 ’ 0 8 ” W S 1 5 ' 0 7 ’ 3 1 ” W N 9 0 ' 0 0 ’ 0 0 ” W S O O ' O O ’ O O " E S 4 5 ' 1 0 ’ 0 3 ’ ’ W S 8 9 * 3 9 ’ 5 5 ” E N 4 4 ' 4 9 ’ 5 7 ” W S 0 0 ' 0 0 ’ 0 0 ” E N 4 5 ' 0 0 ’ 0 0 ” E N 9 0 ' 0 0 ’ 0 0 ” E S 4 5 ' 0 0 ’ 0 0 " E S 0 0 ' 0 0 ' 0 0 " E S 4 5 ' 1 0 ’ 0 3 ” W S 8 9 ' 3 6 ' 5 5 ’ ’ E N 4 4 ' 4 9 ’ 5 7 " W N 0 0 ' 1 1 ’ 1 1 ” E N 9 0 ' 0 0 ’ 0 0 ” E N 0 0 ' 0 0 ’ 0 0 ” W N 1 5 ' 0 7 ’ 3 1 ” E N 9 0 ' 0 0 ’ 0 0 ” E AL T A / N S P S L A N D T I T L E SU R V E Y Page 145 of 799 SERVICE AREA [1101 3 2 c) CANOPY ABOVE I I FACE OF WALL FRAMING AND ------------ FOUNDATION WALL BELOW2'-6" D 10 CANOPY COLUMN I I I I co c l l ___I___B.6 I T 2I '■ Co B.5 o 15'-4 1/8”n I 10BUILDING FINISH TO BUILDING FINISH 15' - 0” FACE OF WALL FRAMING AND FOUNDATION WALL BELOW A3.0 I BD— | 201 6' - 3" m 5 9 C 3 8“ 7 (9)—t U A3.1 = 1 O \(16) |C FACE OF WALL FRAMING AND106 □FOUNDATION WALL BELOWC___ frmmm A3’ - 0" 8' -1 3/4" 3'-4 1/4” 3'-6"+ROUGH OPENING' AWNING ABOVE I A.1i 4(B.5 # I' -10"I' - 10" FLOOR PLAN 3/8" = 1 ’-0" m 5 u LL 0 m 5 u LU W FACE OF WALL FRAMING BELOW FACE OF COOLER PANEL AND FOUNDATION WALL BELOW ------------------------------ LU 2 O LU % LU — o LU CENTER OF CANOPY COLUMN- — O Z 2 LI < O O MECH ACCESS RM / . I l\ L ( Z m D. o I U/ I ! 1 _ __ ___ . 1 1 . I H ,11, ■ । .AU . Z S D L o O O m D o O D C 0 u LL 0) f CENTER OF_[ * h MECH ACCESS RM 3/8" = 1'-0"s 8s3N 9 $ 1s G ■ 4 & s § s N a 3 888 18 g i L i % 08 STORAGE I 104 1 000 15 c~ 07dMQ TOILET — O O I 102 .o 5 3 A1.1 02 2 ____ L _ MW DE —8 +19 MMM TI I 2'-0 1/2" 3' - 6" ROUGH OPENING 6'-9" z > 13145'- 0"5' - 0" MIN. CLEAR A2.3 A2.3\4A2.0\2 15'-0"5'-2 1/8" 10'-0" OVERALL FOUNDATION EDGE OF FRAMING ABOVE COORD. WITH CIVIL COOLER OVERALL V.I.F. COOLER 103 S Q C o o O | 44. 3' - 6" 3 ‘O 2 2 LU O I CD OI %) OJ • & ISSUE BLOCK 1 10/13/25 CHECKED BY:JM RTMDRAWN BY: DOCUMENT DATE: 10/13/25 keofALAK-=-AA625885.44,1 8876 46:31-05'00' ED A FLOOR PLAN SHEET: A1.0 PERMIT SET 2 (O0 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ANENC t 417.847.3131 HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & A S S o C I A T I. S , P L L C CENTER OF CANOPY COLUMN 6 ( V Co m LU o m LU d o o CENTER OF CANOPY COLUMN 12 NOTES: 2. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE 1. ALL EXPOSED PLUMBING PIPES TO FIXTURES SHALL BE ROUTED AS CLOSE TO THE WALL SURFACE AS POSSIBLE TO MINIMIZE PROJECTED ITEMS. REF MECH. FLOOR PLAN KEYNOTES 1 6 12 13 14 15 16 2 3 4 5 17 18 19 ACCESS DOOR FOR CRAWLSPACE ACCESS MOP SINK RE: PLUMBING DRAWINGS MECH. ACCESS DOOR AND LADDER - SUPPLIED BY OWNER WATER FILTRATION SYSTEM PREFABRICATED COMPLIANT MECHANICAL SERVICE GUARDRAIL PER IBC SECTION 1015 - EACH SIDE PREFABRICATED COOLER BY MANUFACTURER TO BE DETERMINED BY OWNER.G.C TO SUBMIT FORMARL RFIIMMIDIATELY TO ARCHITECT IF COOLER MANUFACTURER CONSTRUCTION VARIES FROM DETAILING PROVIDED IN DRAWING SET. ADA AUTO/MANUAL EGRESS CAPABLE ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF. ELECTRICAL STOREFRONT SIGNS - SUPPLIED & INSTALLED BY SIGN CONTRACTOR DOWNSPOUT CONNECTION TO STORMWATER SYSTEM; REF. CIVIL SITE CONTRACTOR TO COORDINATE CIVIL & STRUCTURAL DRAWINGS TO ENSURE ALL CANOPY COLUMN FOUNDATION PLATES & BOLTS ARE CONSTRUCTED IN A MANNER THAT CONCEALS THEIR CONNECTIONS COMPLETELY BELOW GRADE; TYP. DOWNSPOUT OUTLET- STORMWATERCONNECTION FROST-PROTECTED LANDING; REF. STRUCT,; FLUSH WITH SURROUNDING PAVEMENT; PROVIDE EXPANSION JOINTS AT EDGES ALL EXIT DOOR LANDING AREAS CANNOT SLOPE MORE THAN 2%____________ HSS COLUMN; REF. STRUCT._____________________________________________ ENCLOSED 12U DATA RACK -PROVIDE 2x WOOD BLOCKING AS INDICATED FOR ADDITIONAL SUPPORT; REF. ELEC 6" CONCRETE FILLED BOLLARD - TYP. G.C. TO COORDINATE WITH CIVIL HEAVY DUTY LINEAR BAR GRILLE - SUPPLY; REF. MECH. HEAVY DUTY LINEAR BAR GRILLE - RETURN; REF. MECH. 7 8 9 10 11 I ( I I€ I 1 „0 - . 9 RO U G H O P E N I N G 2/ A 2 . 1 .9 3' - 0 1 / 2 " 2 1 / 2 " - 4 2 — 2 L . C L L 2 0 | C o . 3' ' - 6' • 0 " -6 1 / 4 " I e M E -n i l .. . . . . . . . . . . . . . . . . . . . . . En l i 2— A M M W . w e N yy % 7 L = ( i) J v I d I 1 5" >3 \ 6" 2 -6 1 / 4 " uO - . S 6' • 0 " 6 ' • 0 " 6 " - .. 0 - . 9 -6 " RO U G H O P E N I N G RO U G H O P E N I N G R O U G H O P E N I N G R O U G H O P E N I N G T 6" 3' - 0 1 / 2 " 2 1 / 2 " 6' - 0 1 / 2 " 5 1 / 2 " 6 ' • 0 1 / 2 " 6 ' - 0 1 / 2 " 5 1 / 2 " - J I BO V E OV E R A L L E D G E O F F R A M I N G C LL —Q CC N Z ’ 0 m Q LL Z 00 0 0 __ _ _ _ _ _ _ _ C E N T E R O F CA N O P Y C O L U M N | 6 ’ - 0 1 / 2 " RO U G H O P E N I N G .0 8I 3 0 L — • 8) 9 JO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W ST I P U L A T I O N F O R R E U S E 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T FA I R H O P E , A L A B A M A CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 1 0 / 1 3 / 2 5 . A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E , US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . Page 146 of 799 ISSUE BLOCK 1 10/13/25 CHECKED BY:JM RTMDRAWN BY: DOCUMENT DATE: 10/13/25 keofALAK-=-AA625885.44,1 8876 SREDARS SHEET: A1.2 PERMIT SET <) 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ANENC t 417.847.3131 FINISH FLOOR PLAN 2 (o)O0 HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & ASSOCIATES,PLLC FINISH MATERIALS SCHEDULE SYMBOL ITEM DESCRIPTION REMARKS (? @ ■ EXTERIOR WAINSCOT AND REAR WALLBRK-1 FIBERCEMENT PANEL SIDING BRK-2 FIBER-CEMENT PANEL SIDING CANOPY ABOVE 1 4 4 IFRP-1 FRPWALL COVERING SERVICE AREA AND TOILET SIZE: 4‘x9‘x3/32" BOLLARDSPT-1 PAINT b,d. 6'-2"LDOORS AND FRAMESPT-2 PAINT b,d.D □ □STANDING SEAM METAL ROOF PANELSMP-1 METAL PANEL Ou FRP-11r-5"5 3 VB-1METAL ROOF AND CANOPIES - SOFFIT PANELSMP-2 BRAKE METAL L——CANOPIESMP-3 CANOPY COLUMNS a.EQUAL 4' - 0" EQUAL IMETAL COPING AT SIDE & REAR WALLSMP-4 BRAKE METAL <> d COOLER WALLSWC-1 DECORATIVE WALL COVERING CUSTOM VINYL WALL COVERING d. JSERVICE AREA AND TOILETVT-1 □SERVICE AREA AND TOILETVB-1 RESILIENT VINYL BASE C 9 1/4"- FINISH MATERIALS SCHEDULE NOTES:SERVICE AREA 2<101 I 6- VT-1 B.6 FLOOR FINISH GENERAL NOTES WC-1 €3' - 4" 1.O O 2'-10 1/2" 3□STORAGEC104 1+VT-13 FLOOR FINISH KEYNOTES -9 1/4" ACCESS DOOR FOR CRAWL SPACE ACCESS1 12"x12" FLOOR SINK WITH 3/4 GRATE2 B11"x48" FLOOR TRENCH DRAIN AND GRID GRATE3 2'-10 1/2" 6" EXHAUST PIPE4 4 12"x6" FLOOR MOUNTED TRANSFER GRILLE5 -£ 2'-10"WC-1 L TOILET 102 _-9 1/4"PT-2 ABOVE (VT-1 FRP-1 TO 48" AFFtVB-1 9 1/4'1 COOLER 2 103CM VT-1 A T 2' - 0 1/2" 3' - 6" ROUGH OPENING A.1 i — FLOOR FINISH PLAN1is3/8" = 1 '-0"§ 8 PROTECT-ALL VINYL FLOORING AND COVE BASE THROUGHOUT SERVICE AREA AND TOILET - TYP. BRAND: BERRIDGE COLOR: ZINC GRAY FINISH: SMOOTH BRAND: BERRIDGE COLOR: ROYAL BLUE FINISH: SMOOTH O C NOTE: DIMENSION PROVIDED ON THIS PLAN ARE FROM FINISH FACE OF INTERIOR SIDE OF WALL FRAMING UNLESS NOTED OTHERWISE. O O BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK BRAND: BERRIDGE-(ZEE-LOCK PANEL) COLOR: ROYAL BLUE FINISH: SMOOTH BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK BRAND: SHERWIN WILLIAMS COLOR: "FIRST STAR" SW 7646 FINISH: SATIN/SEMI-GLOSS FINISH BRAND: AMARCO COLOR: DARK GRAY STYLE: PROTECT-ALL FLOORING a. b. BRAND: MARLITE OR APPROVED EQUAL COLOR: P199 / P100 / S100 PROVIDED BY 7 BREW AND INSTALLED BY 7 BREW ALL MATERIALS AND WORK PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. PROVIDED BY 7 BREW AND INSTALLED BY GENERAL CONTRACTOR. PROVIDED AND INSTALLED BY SIGN CONTRACTOR RESILIENT VINYL FLOORING AND BASE BRAND: AMARCO COLOR: LIGHT GRAY STYLE: PROTECT-ALL BASE CUSTOM POWDERCOATING COLOR: REGAL BLUE - RAL5003 FINISH: SMOOTH BRAND: SHERWIN WILLIAMS COLOR: "SALTY DOG" SW 9177 FINISH: SATIN/SEMI-GLOSS FINISH EXTERIOR WAINSCOT AND REAR MECHANICAL WELL WALL ss is 5I 2 1-9 1/4" O i a ‘( 2 LL II & S y J g d ■ JO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W ST I P U L A T I O N F O R R E U S E 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T FA | R H O P E , A L A B A M A CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N 1 0 / 1 3 / 2 6 , A N D IT I S NO T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E , US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . Page 147 of 799 DOCUMENT DATE: 10 13/25 RTMDRAWN BY: CHECKED BY:JM 1 10/13/25PERMIT SET ISSUE BLOCK T (15'-10” CURVED ROOF FASCIA - EDGE TO EDGE 15'-4 1/8"TTBUILDING FINISH TO BUILDING FINISH3”. 4 OVERHANG OVERHANGEQUAL EQUAL— A T.O. STAN DING SEAM_______ Y 19'-3”I I I I I-I I I I2 D D OL 00 0(@ A V B16 17 17 “hueot 15 15 2 L 6 3■£L 15 XX==9 § t Cull l 1 I I G G E E10A EXTERIOR ELEVATION MATERIALS LEGEND10 I I NEA GRADE /FINISH FLOOR Y 0'-0"pT ¥18 EQ 5' - 0"EQ7 EXTERIOR ELEVATION - FRONT 3/8" = 1 '-0" ( ®MATERIAL HATCH LEGEND X II I NICHIHA PANEL - MODERN BRICK (BRK-1) I 15'-10”I11 NICHIHA PANEL - CANYON BRICK (BRK-2)CURVED ROOF FASCIA - EDGE TO EDGEt2'-6"10'-10" BERRIDGE STANDING SEAM - REGAL BLUE (MP-1) A T.O. STANDING SEAM _ Y 19'-3”I I BERRIDGE - SOFFIT PANEL - REGAL BLUE (MP-2) BERRIDGE - METAL COPING - ZINC GRAY (MP-4) B 2 2 ‘REFER TO SHEET A1.2 FOR FINISH SPECIFICATIONS+ +06 D keofALAK-=-AA625885.44,1(11)©©I =&= E 887683s0Fm33 I I 1 I-7 SREDARSiad 615 15 I I I I —15 3 I I I I I I o 12 72 TI® II01 — 13 I I I I — IG G G E 10 —IA GRADE/ FINISH FLOOR Y O'-O" ________T T Ti&-13S 0911 (8 EXTERIOR ELEVATION - BACK03/8" = 1 '-0"Sa SHEET: A2.0 I I I I I I EXTERIOR ELEVATIONSI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I o LU 2 I I I > m A B C D E F G I I I I I I I I I I I I I I I I I I I I I I I I I NICHIHA PANEL - MODERN BRICK (BRK-1)_____________________ NICHIHA PANEL - CANYON BRICK (BRK-2) BERRIDGE- STANDING SEAM METAL ROOF PANEL (MP-1) BERRIDGE - ROOF & CANOPY SOFFIT PANEL (MP-2) CANOPY COLUMN - REGAL BLUE POWDERCOAT (MP-3) BERRIDGE - METAL COPING (MP-4) BOLLARD, PAINT (PT-1) 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ( © (6) ANENC t 417.847.3131 © 51 t & s y 3 () O2 (13) 0 L 7/ O1 6 1 2 o S Q C o o 79 2 (oO 0 I I I I I ! ls S S I si8 ! § % i I I 1 _____________6' - 0"______________ QI I I • 2'-6" । I C LL HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & ASSOCIATES,PT.I.C 96Wl z.olu oocuo 203wa.i c 'EE525 u0.! LU - u:z 0 <2 ci 5su ■ aMI C i sggi 2!m R e 5 2 sa £ & < F s2 59" i 89885554438355EOu"OUaEu ! =ue2-2o%% o&232520£ -‘U-rElisol £S188atsotsl?£ 98u 2r0 : — "i a o 2222 cu‘—ul I002925 . -ammoors 2 1 EXTERIOR ELEVATION KEYNOTES 1 12 13 14 17 18 15 16 2 3 PRE-ENGINEERED CANOPY AND FRAMING; REF. STRUCT. LED FLEX LIGHT OUTDOOR SPEAKERS MOUNTED TO CANOPIES - REF: SYSTEMS PLAN ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE ELECTRICAL EQUIPMENT; SEE ELECTRICAL_____________________ FROST-PROOF HOSE BIBB____________________________________ EXTERIOR WEATHER-PROOF OUTLET; SEE MEP ROOF SCUPPER DRAIN - TYP OF 2 SURFACE MOUNTED SIGN BOX TOP OF FOOTER. COORDINATE WITH CIVIL. GUARDRAIL; 3' - 6" HIGH MANUFACTURED 3" x 3" x 1/4" SQUARE TUBE STEEL. PAINTED REGAL BLUE. ROOF EQUIPMENT SCREEN MOUNTED ON GUARDRAIL . PAINTED ZINC GRAY SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN 6" CONCRETE FILLED BOLLARD - TYP. G.C. TO COORDINATE WITH CIVIL DOWNSPOUT CONNECTION TO STORMWATER SYSTEM TO BE PAINTED TO MATCH ADJACENT NICHIHA PANEL; REF. CIVIL LIGHT-DUTY INDUSTRIAL FAN ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE 4 5 6 7 8 9 10 11 JO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 ( MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 Page 148 of 799 MATERIAL HATCH LEGEND I NICHIHA PANEL - MODERN BRICK (BRK-1)I NICHIHA PANEL - CANYON BRICK (BRK-2) BERRIDGE STANDING SEAM - REGAL BLUE (MP-1) BERRIDGE - SOFFIT PANEL - REGAL BLUE (MP-2) BERRIDGE - METAL COPING - ZINC GRAY (MP-4) REFER TO SHEET A1.2 FOR FINISH SPECIFICATIONS 13 10 :10' 5; IE TMRU 0 CHECKED BY:JM RTMDRAWN BY: DOCUMENT DATE: 10/13/25 keofALAK-=-AA625885.44,1 8876 SREDARS SHEET: A2.1 EXTERIOR ELEVATIONS 2 (oO0 <) 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW.ARNINGCO.COM ANENC t 417.847.3131 4 7 A T.O.STANDING SEAM Y 19'-3" 2' - 8" 22 A IT-6": 3 I 5 1GRADE FINISH FLOOR O'-O" 1 EXTERIOR ELEVATION - RIGHT SIDE 3/8" = 1 '-0" I T.O. STAN DING SEAM 19'-3" I2 ’•-10" 16 T.O. PARAPET12‘.1/2” 2 15 G E A GRADE /FINISH FLOOR________ T O'-O" 5 13 10&- S 0e EXTERIOR ELEVATION - LEFT SIDE 3/8" = 1 '-0" J — ~ $89 T.O. LOW PARAPET 11' - 4 1/8" 5I B.O. ROOF EDGE 13'-9" Q & S y .. B.O.(CANOPY 8'-6" g!Hi th 15 B.O. CANOPY 8' - 6" T $ (P) 04) = ISSUE BLOCK 1 10/13/25PERMIT SET EXTERIOR ELEVATION MATERIALS LEGEND A B C D E F G NICHIHA PANEL - MODERN BRICK (BRK-1) NICHIHA PANEL - CANYON BRICK (BRK-2) BERRIDGE- STANDING SEAM METAL ROOF PANEL (MP-1) BERRIDGE - ROOF & CANOPY SOFFIT PANEL (MP-2) CANOPY COLUMN - REGAL BLUE POWDERCOAT (MP-3) BERRIDGE - METAL COPING (MP-4) BOLLARD, PAINT (PT-1) HFA 1479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 www.hfa-ae.com HARRISON FRENCH & ASSOCIATES,PT.I.C 96Wl z.olu oocuo 203wIs!i c'EE525u0.! LU - u:z 0 <5su ■ wMl C i : Q 2!m R e 5 2 sa £ & < F s2 59" I 89885554438355EOu"OUaEu ! =ue2-2o%% o&325202 aUrrgli.ol £S188atsotsl?£ 98u 2r0 : — "i a o 2222 cu‘—ul I002925 . -ammoors 2 1 EXTERIOR ELEVATION KEYNOTES 1 12 13 14 17 18 2 3 15 16 PRE-ENGINEERED CANOPY AND FRAMING; REF. STRUCT. LED FLEX LIGHT OUTDOOR SPEAKERS MOUNTED TO CANOPIES - REF: SYSTEMS PLAN ELECTRICAL EQUIPMENT; SEE ELECTRICAL EXTERIOR WEATHER-PROOF OUTLET; SEE MEP SURFACE MOUNTED SIGN BOX TOP OF FOOTER. COORDINATE WITH CIVIL. GUARDRAIL; 3' - 6" HIGH MANUFACTURED 3" x 3" x 1/4" SQUARE TUBE STEEL. PAINTED REGAL BLUE. ROOF EQUIPMENT SCREEN MOUNTED ON GUARDRAIL . PAINTED ZINC GRAY SAMSUNG DIGITAL DISPLAYS - TYP OF (2) REF: SYSTEMS PLAN_____________________________________________ 6" CONCRETE FILLED BOLLARD - TYP. G.C. TO COORDINATE WITH CIVIL DOWNSPOUT CONNECTION TO STORMWATER SYSTEM TO BE PAINTED TO MATCH ADJACENT NICHIHA PANEL; REF. CIVIL LIGHT-DUTY INDUSTRIAL FAN ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE 5 7 9 10 11 @ MI L K S I D E S E R V I C E 3 C O U N T E R 7 B R E W 4— 7 9 3 / 8 " n' - 4 1 / 8 " O 4' - 1 0 " 3' ■ 0 " ) I : I I I :: bH b H h H l H l b l b H b H h l d __ _ _ _ ! _ _ _ _ I 1 U (m ) ■2 " 3' -0 " Z □ CD 00 8) ‘ CD 1 I ( -- - - - - - 3 ' - 6 " 6 zn o Hr L H H H H H H H I 1 8 / C 00 CD U cn LQCO CCO V U 1 o 0 LU0LL 98 6 7 A L A B A M A 1 0 4 L O T 5 FA I R H O P E , A L 3 6 5 3 2 44 H E (o ) G __ _ _ _ _ _ _ _ _ _ _ _ la M P V IO B N U M B E R : 1 2 - 2 5 - 8 0 0 1 2 Page 149 of 799 FAIRHOPE, AL Your total branding solution SEVEN DRIVE THRU ENTERA BREW COFFEE >» Page 150 of 799 5 9 0 0 V E N T U R E C R O S S IN G S B L V D P A N A M A C IT Y , F L 3 2 4 0 9 P H : 8 5 0 -7 6 3 -7 9 8 2 F A X : 8 5 0 -3 9 2 -0 6 7 3 w w w .e n te ra b ra n d in g .c o m T H IS D O C U M E N T C O N T A IN S P R O P R IE T A R Y A N D C O N F ID E N T IA L IN F O R M AT IO N O F E N T E R A , L L C . A N D S H A L L N O T B E U S E D , D IS C LO S E D O R R E P R O D U C E D , IN W H O LE O R IN P A R T , F O R A N Y P U R P O S E O TH E R T H A N T O E VA L U AT E T H IS D O C U M E N T , W IT H O U T T H E P R IO R W R IT T E N C O N S E N T O F E N T E R A , L L C . T IT L E IN A N D T O T H IS D O C U M E N T A N D A L L IN F O R M AT IO N C O N TA IN E D H ER E IN R E M A IN S AT A LL T IM E S P R O P E R T Y O F E N T E R A , LLC . DEP ART M E N T : ART XXXXX REVISION 1. 2. 3. 4. ARTIST CLIENT SCALE DATE MC NOTES LOCATION 01/22/26 XXXXX XXXXX XXXXX 3/4” = 1’-0” FAIRHOPE, AL 7 BREW SITE PLAN A 4’-0” INTERNALLY ILLUMINATED LOGO • 16.00 SQ FT A W // //284.3’ X PRIM3' \♦85‘ • C , 1 32.3’ X @WVC 14.5" TOC: 110.! INV: 108.59' 41 O — X TRAFf■ic //W *73.3'l-n 14.2' \J/- -4C)C |24.1’□±O) O)Jf7 <N R3 tzzoezzgzzkpnza ——1— — )N /ZO‘e 0] /I1sy5.1I_10'19.8'o./L + +u.15.4'+ -A7.1' 25'I 7.2 % N 12.5'io01to60) y 9.9' 19'13'2 7/ 8.5' -—*26.5'54.3'OLo(5. T-256>5‘ R6‘5.5' A® 6‘RT600000000000C 0000 ——-------------------------------------------------------------------------------1(CL -2' O 27 .3'or P3, . ■ I ( if X - _________________________ __________ _____ I • I ASITE BM #1 T T 16.5'8 8 —II 90--1 TV4 % I N 90°00‘00" W 252.84 (R) N 89’59'13" W252.72'(M) N 90’00'00" W 3.08'(R) N 87’35'43" W 3.18'(M) N90°00‘00"E 166.44‘(R) ( N89°591 5"E _ _ TOC: 117.19' INV W: 113.25' INV N: 113.15' INV N: 113.27' 0 o 1 (O & [ -A E CO O) JUNCTION BOX TOC: 116.10' INV: 109.46' TOC: 117.72' INV: 113.25' 15"RCP 88 88 % 8 B: N 52°33‘41"E C: 84.49‘ TOC: 117.70' INV: 113.33' 15"RCP 5‘L—H slo 7 q$ + I J 10' (L (toPl — I 6 46, D“ % 2N W D . / rs. e c/° (M) // A:90.71‘ R: 69.50‘ B: N 52°40‘52" E C:84.41‘* / \ \ I I SITE BM #2 I I Q -I + I I 10 [ C J )C J C J J Laboratories Inc.® ENTERA Your total branding solution N 0 0 ’ 0 0 ' 0 0 " W 1 7 8 . 9 2 ' ( R ) N 0 0 ’ 0 0 ' 5 1 " E 1 7 9 . 1 6 ' ( M ) S 0 0 ’ 1 5 ' 3 8 " W 1 6 8 . 7 4 ' ( R ) S 0 0 ’ 1 9 ’ 5 1 " W 1 6 8 . 8 7 ' ( M ) ST A T E H I G H W A Y 1 8 1 (V A R I A B L E W I D T H P U B L I C R I G H T - O F - W A Y ) Page 151 of 799 5 9 0 0 V E N T U R E C R O S S IN G S B L V D P A N A M A C IT Y , F L 3 2 4 0 9 P H : 8 5 0 -7 6 3 -7 9 8 2 F A X : 8 5 0 -3 9 2 -0 6 7 3 w w w .e n te ra b ra n d in g .c o m T H IS D O C U M E N T C O N T A IN S P R O P R IE T A R Y A N D C O N F ID E N T IA L IN F O R M AT IO N O F E N T E R A , L L C . A N D S H A L L N O T B E U S E D , D IS C LO S E D O R R E P R O D U C E D , IN W H O LE O R IN P A R T , F O R A N Y P U R P O S E O TH E R T H A N T O E VA L U AT E T H IS D O C U M E N T , W IT H O U T T H E P R IO R W R IT T E N C O N S E N T O F E N T E R A , L L C . T IT L E IN A N D T O T H IS D O C U M E N T A N D A L L IN F O R M AT IO N C O N TA IN E D H ER E IN R E M A IN S AT A LL T IM E S P R O P E R T Y O F E N T E R A , LLC . DEP ART M E N T : ART XXXXX REVISION 1. 2. 3. 4. ARTIST CLIENT SCALE DATE MC NOTES LOCATION 01/22/26 XXXXX 3/4” = 1’-0” FAIRHOPE, AL 7 BREW XXXXX XXXXX TYPICAL WALL SECTION: NOT TO SCALE A. .040" X 3" ALUMINUM RETURN TO BE PAINTED BLACK B. 1" BLACK JEWELITE C. ACM BACKS D. .150” CLEAR PCB FACES w/ 2ND SURFACE VINYL GRAPHICS (MATCH PMS 185C RED & 3630-22 OPAQUE BLACK) PANNED & EMBOSSED E. WHITE GE TETRA MAX 7100K LEDs F. POWER CABLE LOW VOLTAGE SHIELDED W/ STRAIN RELIEF STARTING FROM POWER SUPPLY THEN LETTER TO LETTER (BEHIND FASCIA) D E G H K L I J C A B 3" J. 3/8" RIV NUTS G. 1/4" WEEP HOLES AS REQUIRED (FOR EXTERIOR INSTALLATION ONLY) H. SILICONE BEAD AROUND THE INSIDE OF RETURN AND BACK TO SEAL FROM WATER LEAKAGE I. 1/4" LAGBOLTS OR 3/8" THREADED RODS WITH 2" x 4" WOOD BLOCKING AS REQ'D K. 1/2" SEALTITE CONDUIT RUNNING TO SECONDARY CONNECTION * NOTE: GENERAL CONTRACTOR TO HAVE PRIMARY CONNECTION HOOKED UP L. STANDARD POWER SUPPLY HOUSED IN A WEATHERPROOF SHEET METAL BOX F DISCONNECT SWITCH 4’ S/F WALL SIGN • INTERNALLY ILLUMINATED REMOTE MOUNT • 16.00 SQ FT L. E. D. C H A N N E L L E T T E R M O U N T I N G D E T A I L (EXTERIOR) 4’ - 0 ” 4’-0” DISCONNECT SWITCH A LA 7 )[ ) J[“d /J ©- JOO )o JO d Un Underwriters oL) Laboratories LISTED J we M THRU CO - Inc.® ENTERA Your total branding solution 4 Page 152 of 799 4’ - 0 " A 46‘-7 3/16" I I I I I I I I I I I I I I I I I A A CM c V [ ] — ]I I I y Front Elevation — — . I o 15'-6 5/8" LO1 c Page 153 of 799 15‘-9 1/8" A A C 60 y □ □ 7 I' I' I' I' I' I' I' I' I II I I I I I I I I I I I V Right Side Elevation i CO ■ do I I I I I I I o 35‘-0 9/16" 43‘-6 5/16" — — Page 154 of 799 A a C [ co y□ <<< ============ —= y Left Side Elevation 15'-9" CO i do I CD 43'-6 5/16" 35'-0 9/16" Page 155 of 799 X X X 8' - 0" 2' - 6 " SHEET: ISSUE BLOCK ST I P U L A T I O N F O R R E U S E JO B N U M B E R : TH I S D R A W I N G W A S P R E P A R E D F O R US E O N A S P E C I F I C S I T E A T CO N T E M P O R A N E O U S L Y W I T H I T S I S S U E DA T E O N , A N D I T I S N O T SU I T A B L E F O R U S E O N A D I F F E R E N T PR O J E C T S I T E O R A T A L A T E R T I M E . US E O F T H I S D R A W I N G F O R R E F E R E N C E OR E X A M P L E O N A N O T H E R P R O J E C T RE Q U I R E S T H E S E R V I C E S O F P R O P E R L Y LI C E N S E D A R C H I T E C T S A N D E N G I N E E R S . RE P R O D U C T I O N O F T H I S D R A W I N G F O R RE U S E O N A N O T H E R P R O J E C T I S N O T AU T H O R I Z E D A N D M A Y B E C O N T R A R Y T O TH E L A W . DRAWN BY: CHECKED BY: DOCUMENT DATE: C: \ U s e r s \ r i c a r d o . t o r r e s \ D o c u m e n t s \ 2 0 2 4 R e v i t P r o j e c ts \ 1 2 - 2 5 - 8 0 0 1 7 _ 7 B r e w _ B r a d l e y , I L _ A R C H _ V 2 4 _ H F A . R i c a rd o . T o r r e s . r v t 2/ 1 2 / 2 0 2 6 9 : 4 3 : 1 0 A M PR1.2 EXTERIOR ELEVATIONS - COLORED Copy 1 12 - 2 5 - 8 0 0 1 7 BR A D L E Y , I L L I N O I S 7 B R E W -PR 1 . 2 -EX T E R I O R E L E V A T I O N S - CO L O R E D C o p y 1 1 2 6 0 N K I N Z I E A V E N U E B R A D L E Y , I L 6 0 9 1 5 11 / 0 5 / 2 5 M I L K S I D E - I L L I N O I S L A Y O U T 11/05/25 RTM JM HFA-AE, L T D. 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t 479.273.7780 www.hfa-ae.com NOT FOR CONSTRUCTION eewarutmnemeer@MReL0AGNMREALtNGNNEREM4"1 . WAss EN.L& - ’. ««NstG •WHASNOENESG:WHASAWAENOSGIMMMas sstsGs aaseansntansus aaesssnnngus aaewa ; . 1 1i ateotSMMK#2OMMnet MemMMi mocsasineminsaea a dase Mss ersNNERWMENMPt"ItMGnmreeutumERE4:1tAi seapimeesartidB & ' el ® A. t Eats &‘ • an ws Kh T* & •• Me ■« AEEstO •WWSABAK alas MasGBE amsss Wasdaseat ; 2 .sBadsrkar -MA aesegsatgoes yIMeHeEZ:O a aqsaen wmkaseBREWGWMMAATCMAANNRNEJMHAOAOAEEsAA<m ,=matr WES JSAOMAONa " COFFEE s,.DRIVE THRU 9letd smlueset 9teuasseta_____ich 102A6N Mmassmmemsissmamtcmaesessasnaa"sd . ENNE /'rr -a A 91222 N. eeweid t l8 A 212 ■ IESEdO •WMMEAENOsdIU . tA568 mall srgesenit: 24566 paarseess 4&3 _MEBA"EOANWTTMN eewA"LMANNETNMR Bwi MAMI MMMII____ _____ (] illISSKSK .ita- EGAVSL argeenem eetctsseezocnsuestoetnsseonotnacesez A « » as & 'W[ ___cwqeuenanapnnry tewauoauseapinry & JEEStG ( «A< | Kals -A . BIA seven(3-CAECNNGsslkr ; I MRRASAEANEOE _______ Gs Hazeazeapusus Hazeassattsus Hazaaseatdsus "L AACAsMMTk " ACAsMEATk' t ACAGsMmAETk ’ Page 156 of 799 CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN PROPERTY LINE 0.03 0.2 0.0 N.A.N.A. UNDERCANOPY 22.31 34 7 3.19 4.86 PAVED SURFACE 2.72 9.6 0.7 3.89 13.71 UNDEFINED 0.40 8.9 0.0 N.A.N.A. LUMINAIRE SCHEDULE SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DIM SETTINGS BUG Rating ARR. WATTS TOTAL WATTS MANUFACTURER CATALOG LOGIC 7 A4 Single 6394 1.030 1.000 B1-U0-G3 45.14 315.98 Lithonia Lighting DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD 2 A4B SINGLE 4582 1.030 1.000 B0-U0-G2 45.14 90.28 Lithonia Lighting DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD 31 D Single 986 1.000 1.000 N.A.13.1 406.1 Juno Lighting WF6 SWW5 90CRI MW 122 SB Single 133 1.000 1.000 N.A.3.65 445.3 PLED M-SV024-BL 2 SB04 SF 4FT 133 1.000 1.000 N.A.51.1 102.2 PLED M-SV024-BL 2 SB12 SF 12FT 133 1.000 1.000 N.A.160.6 321.2 PLED M-SV024-BL 7 SF Single 205 1.000 1.000 N.A.3.79 26.53 P-LED M-SX024-BL 3 SF02 SF 2FT 205 1.000 1.000 N.A.30.32 90.96 P-LED M-SX024-BL 2 SF04 SF 4FT 205 1.000 1.000 N.A.53.06 106.12 P-LED M-SX024-BL 9 SF12 SF 12FT 205 1.000 1.000 N.A.166.76 1500.84 P-LED M-SX024-BL 1 WP Single 2913 1.030 1.000 B1-U0-G1 24.42 24.42 Lithonia Lighting WPX1 LED 40K MVOLT EXXX DBLXD LUMINAIRE LOCATION SUMMARY LUM NO.LABEL MTG. HT. 1-7 A4 10 8-9 A4B 10 10-40 D 8.5 41-162 SB 15 -18 163 SB04 18.2 164 SB04 14.23 165 SB12 18.2 166 SB12 14.23 167-173 SF 9.5 174-176 SF02 9.5 177-178 SF04 9.5 179-187 SF12 9.5 188 WP 8.5 1 A4 2 A4 3 A4 4 A4 5 A4 6 A4 7 A4 8 A4B 9 A4B 13 D 19 D 20 D 23 D 36 D 93 SB 95 SB 154 SB 155 SB 165 SB12 166 SB12 179 SF12 180 SF12 181 SF12 182 SF12 183 SF12 184 SF12 185 SF12 186 SF12 187 SF12 188 WP 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.2 0.1 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.1 20 22 20 26 29 26 23 26 23 7 7 9 23 28 30 29 25 26 33 34 33 28 22 27 28 27 23 9 14 15 14 8 2.1 6.1 8.7 5.0 1.7 1.5 4.2 7.9 7.1 3.2 1.1 0.7 1.9 3.3 1.0 2.2 3.3 3.6 3.1 1.9 1.6 2.9 3.5 3.4 2.7 0.9 1.9 3.5 5.5 4.8 3.3 1.8 1.2 1.3 1.5 1.5 1.4 1.3 1.1 1.0 0.9 1.1 1.3 1.8 2.8 1.7 2.9 3.9 3.6 2.1 1.6 2.0 2.7 2.8 2.6 1.9 1.1 0.7 0.7 0.9 1.1 1.5 2.8 5.2 5.9 3.7 4.5 2.7 2.1 2.6 4.0 5.8 4.0 2.3 1.2 0.7 1.3 2.3 2.0 1.5 1.7 2.9 3.5 2.4 6.0 4.0 2.6 2.5 1.5 2.0 1.5 4.9 4.0 3.1 2.2 1.0 1.2 0.9 3.6 3.6 2.6 0.8 0.9 0.8 4.4 4.1 1.9 1.3 0.9 1.2 1.2 5.6 3.1 1.5 1.1 1.9 3.2 6.8 5.0 1.6 1.5 2.1 2.0 4.2 3.5 2.5 1.9 1.7 1.9 3.2 7.8 9.6 2.9 1.9 2.8 4.2 3.8 3.8 3.4 2.6 1.8 1.5 1.9 2.2 2.0 1.9 2.6 4.4 6.5 3.5 5.7 4.9 2.9 1.6 0.8 0.7 0.8 0.9 1.3 2.1 3.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.5 0.1 0.4 0.3 0.2 0.3 0.9 0.9 1.0 0.5 0.4 0.6 1.3 1.3 1.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.6 0.9 1.6 3.2 1.1 0.6 0.7 0.9 0.3 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.1 6.3 3.3 1.7 1.8 2.3 1.0 0.9 0.4 0.1 0.1 0.0 0.0 0.1 0.2 1.5 6.4 3.1 0.7 0.2 0.1 0.0 0.0 0.1 0.3 0.5 0.9 1.2 1.1 3.5 0.5 0.2 0.1 0.0 0.0 0.1 0.2 0.3 0.3 0.5 0.8 1.4 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.1 0.2 0.7 1.9 2.2 4.5 2.8 1.6 1.1 6.7 1.6 1.2 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.5 2.1 3.8 1.7 1.5 1.2 1.2 2.1 0.8 3.7 8.9 1.7 0.9 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 0.6 0.8 3.1 1.0 0.6 1.2 5.9 5.6 1.7 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.4 1.0 0.9 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 1.2 5.8 1.6 0.6 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.2 0.0 0.7 2.3 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 5.8 0.9 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.3 1.3 2.7 2.6 3.2 0.7 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.4 0.8 1.7 3.7 1.2 0.6 0.4 0.3 0.3 0.3 0.4 0.7 0.6 0.6 0.5 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.3 0.7 0.8 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 NOTES: - POLE MOUNTED FIXTURES ARE MOUNTED ON A 7FT POLE ATOP A 3FT CONCRETE BASE. FOOTCANDLES LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES UNLESS OTHERWISE NOTED GT DS DS DS DS ELEC COMM SLOPE UP ~ 5%%%SLOPE DOWN ~ 8%%% SL O P E D O W N 4" TO GT 2" VENT TO SWR 4" SWR WA T E R SU M P P U M P T O S T O R M GAS DS 2 1 3 4 5 6 7 9 8 11 13 1012141516 PARKIN G NO 9 AP-1 ANALYSIS POINT 1.03 A-01 0.53 SUBBASIN A-02 SUBBASIN A-04 0.05 7 BREW FAIRHOPE, AL SCALE: 1" = 16' D 09/22/25 JRB LAYOUT BY: DWG SIZE:DATE: PROJECT NAME: DRAWING NUMBER:RL-10650-S1-R3 REV.BY DATE DESCRIPTION R1 R2 R3 . JRB JRB JRB . 11/14/25 01/05/26 01/21/26 . REDUCED HEIGHT OF POLES TOP 10 FT REVISED CAD BACKGROUND REDESIGNED TO MEET SPILL WITH DSX0 AND UPDATED POLE NOTATION . 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.com ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY LOCATIONS OF EMERGENCY LIGHTING SHOWN WERE PROVIDED BY OTHERS. RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INSUFFICIENT LIGHTING DURING AN EMERGENCY EVENT. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. DISCLAIMER 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 | redleonard.com () , // do d 7 0 ■c O O. ©© Ha © 5 OD1 0 7 Z oIA— * t J ( J I I —> । 7 REDLEONARD t ASSOCIATES © 0 o © © PseN Bo," 0 © ©+• L&t o + • + • o 4——( Q_____ o ' HA — L C THRU co 4 I Page 157 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. WALL MOUNTED QTY LABEL DESCRIPTION Series Color Temperature Voltage Options Finish WPX1 LED P1 WPX1 LED P2 WPX2 LED WPX3 LED 1,550 Lumens, 11W 1 2,900 Lumens, 24W 6,000 Lumens, 47W 9,200 Lumens, 69W 30K 3000K 40K 4000K 50K 5000K MVOLT 120V - 277V 347 347V 3 (blank)None E4WH Emergency battery backup, CEC compliant (4W, 0ºC min) 2 E14WC Emergency battery backup, CEC compliant (14W, -20ºC min) 2 PE Photocell 3 DDBXD Dark bronze DWHXD White DBLXD Black Note : For other options, consult factory. Note: The lumen output and input power shown in the ordering tree are average representations of all configuration options. Specific values are available on request. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 07/01/24 COMMERCIAL OUTDOOR WPX LED Wall Packs Ordering Information EXAMPLE: WPX2 LED 40K MVOLT DDBXD NOTES 1. All WPX wall packs come with 6kV surge protection standard, except WPX1 LED P1 package which comes with 2.5kV surge protection standard. Add SPD6KV option to get WPX1 LED P1 with 6kV surge protection. Sample nomenclature: WPX1 LED P1 40K MVOLT SPD6KV DDBXD 2. Battery pack options only available on WPX1 and WPX2. 3. Battery pack options not available with 347V or PE options. Catalog Number Notes Type Hit the Tab key or mouse over the page to see all interactive elements. Introduction The WPX LED wall packs are energy-efficient, cost- effective, and aesthetically appealing solutions for both HID wall pack replacement and new construction opportunities. Available in three sizes, the WPX family delivers 1,550 to 9,200 lumens with a wide, uniform distribution. The WPX full cut-off solutions fully cover the footprint of the HID glass wall packs that they replace, providing a neat installation and an upgraded appearance. Reliable IP66 construction and excellent LED lumen maintenance ensure a long service life. Photocell and emergency egress battery options make WPX ideal for every wall mounted lighting application. Specifications FEATURES & SPECIFICATIONS INTENDED USE The WPX LED wall packs are designed to provide a cost-effective, energy-efficient solution for the one-for-one replacement of existing HID wall packs. The WPX1, WPX2 and WPX3 are ideal for replacing up to 150W, 250W, and 400W HID luminaires respectively. WPX luminaires deliver a uniform, wide distribution. WPX is rated for -40ºC to 40ºC. CONSTRUCTION WPX feature a die-cast aluminum main body with optimal thermal management that both enhances LED efficacy and extends component life. The luminaires are IP66 rated, and sealed against moisture or environmental contaminants. ELECTRICAL Light engine(s) configurations consist of high-efficacy LEDs and LED lumen maintenance of L90/100,000 hours. Color temperature (CCT) options of 3000K, 4000K and 5000K with minimum CRI of 70. Electronic drivers ensure system power factor >90% and THD <20%. All luminaires have 6kV surge protection (Note: WPX1 LED P1 package comes with a standard surge protection rating of 2.5kV. It can be ordered with an optional 6kV surge protection). All photocell (PE) operate on MVOLT (120V - 277V) input. Note: The standard WPX LED wall pack luminaires come with field-adjustable drive current feature. This feature allows tuning the output current of the LED drivers to adjust the lumen output (to dim the luminaire). INSTALLATION WPX can be mounted directly over a standard electrical junction box. Three 1/2 inch conduit ports on three sides allow for surface conduit wiring. A port on the back surface allows poke-through conduit wiring on surfaces that don't have an electrical junction box. Wiring can be made in the integral wiring compartment in all cases. WPX is only recommended for installations with LEDs facing downwards. LISTINGS CSA Certified to meet U.S. and Canadian standards. Suitable for wet locations. IP66 Rated. DesignLights Consortium® (DLC) qualified product. Not all versions of this product may be DLC qualified. Please check the DLC Qualified Products List at www.designlights.org/QPL to confirm which versions are qualified. International Dark Sky Association (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. WARRANTY 5-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/CustomerResources/Terms_and_conditions.aspx. Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. Specifications subject to change without notice. Front View Side View w D u L ---- :::c: <( B Luminaire Height (H)Width (W)Depth (D)Side Conduit Location WeightAB WPX1 8.1” (20.6 cm)11.1” (28.3 cm)3.2” (8.1 cm)4.0” (10.3 cm)0.6” (1.6 cm)6.1 lbs (2.8kg) WPX2 9.1” (23.1 cm)12.3” (31.1 cm)4.1” (10.5 cm)4.5” (11.5 cm)0.7” (1.7 cm)8.2 lbs (3.7kg) WPX3 9.5” (24.1 cm)13.0” (33.0 cm)5.5” (13.7 cm)4.7” (12.0 cm)0.7” (1.7 cm)11.0 lbs (5.0kg) Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ B ] - WPX1 LED P2 30K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 2748 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 24 Tilt 0 Max Illuminance 5 Area > 0.5fc 1344 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ C ] - WPX2 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 5895 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 47.8 Tilt 0 Max Illuminance 11 Area > 0.5fc 1825 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ D ] - WPX3 LED 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 9269 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 69 Tilt 0 Max Illuminance 17 Area > 0.5fc 2556 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 Visual - Template Tool These lighting calculation results are for general informational purposes only and are provided without warranty as to accuracy, completeness, reliability or otherwise. Results are based on user provided data and data provided from publicly available sources; actual field conditions may affect calculated output. Visit www.Visual-3D.com . Design Information Project Description Wednesday, April 15, 2020 Name Company Phone Email [ A ] - WPX1 LED P1 40K Mvolt Manufacturer Lithonia Lighting Configuration Single Lamp Lumens 1568 Orientation Single Lamp Quantity 1 Mounting Height 12 Light Loss Factor 1 Arm Length 1 Input Power 11 Tilt 0 Max Illuminance 3 Area > 0.5fc 844 Page 1 of 1Template Print 4 15 2020https://www.visua -3d.com/tools/template/Print.aspx?SessionID=7379918 LEGEND 0.1 fc 0.2 fc 1.0 fc 0.5 fc One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2020-2024 Acuity Brands Lighting, Inc. All rights reserved. WPX LED Rev. 07/01/24 COMMERCIAL OUTDOOR Performance Data Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F). Lumen Ambient Temperature (LAT) Multipliers Ambient Ambient Lumen Multiplier 0°C 32°F 1.05 5°C 41°F 1.04 10°C 50°F 1.03 15°C 59°F 1.02 20°C 68°F 1.01 25°C 77°F 1.00 30°C 86°F 0.99 35°C 95°F 0.98 40°C 104°F 0.97 Projected LED Lumen Maintenance Data references the extrapolated performance projections in a 25°C ambient, based on 6,000 hours of LED testing (tested per IESNA LM-80-08 and projected per IESNA TM-21-11). To calculate LLF, use the lumen maintenance factor that corresponds to the desired number of operating hours below. For other lumen maintenance values, contact factory. Operating Hours 50,000 75,000 100,000 Lumen Maintenance Factor >0.94 >0.92 >0.90 To see complete photometric reports or download .ies files for this product, visit the Lithonia Lighting WPX LED homepage. Tested in accordance with IESNA LM-79 and LM-80 standards Photometric Diagrams Luminaire Input Power (W)120V 208V 240V 277V 347V WPX1 LED P1 11W 0.09 0.05 0.05 0.04 0.03 WPX1 LED P2 24W 0.20 0.12 0.10 0.09 0.07 WPX2 47W 0.39 0.23 0.20 0.17 0.14 WPX3 69W 0.58 0.33 0.29 0.25 0.20 Electrical Load WPX1 LED P1 HID Replacement Guide Luminaire Equivalent HID Lamp WPX Input Power WPX1 LED P1 100W 11W WPX1 LED P2 150W 24W WPX2 250W 47W WPX3 400W 69W Emergency Egress Battery Packs Battery Type Minimum Temperature Rating Power (Watts) Controls Option Ordering Example Standard 0°C 4W E4WH WPX2 LED 40K MVOLT E4WH DDBXD Cold Weather -20°C 14W E14WC WPX2 LED 40K MVOLT E14WC DDBXD WPX1 LED P2 WPX2 LED WPX3 LED The emergency battery backup is integral to the luminaire — no external housing or back box is required. The emergency battery will power the luminaire for a minimum duration of 90 minutes and deliver minimum initial output of 550 lumens. Both battery pack options are CEC compliant. Mounting Height = 12 Feet. Luminaire Color Temperature Lumen Output WPX1 LED P1 3000K 1,537 4000K 1,568 5000K 1,602 WPX1 LED P2 3000K 2,748 4000K 2,912 5000K 2,954 WPX2 3000K 5,719 4000K 5,896 5000K 6,201 WPX3 3000K 8,984 4000K 9,269 5000K 9,393 Lumen Output WPX1 LED 40K MVOLT EXXX DBLXD1WP One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2024 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 03/26/24 Page 1 of 9 COMMERCIAL OUTDOOR D-Series Size 0 LED Area Luminaire Specifications Catalog Number Notes Type Introduction The modern styling of the D-Series features a highly refined aesthetic that blends seamlessly with its environment. The D-Series offers the benefits of the latest in LED technology into a high performance, high efficacy, long-life luminaire. The photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. D-Series outstanding photometry aids in reducing the number of poles required in area lighting applications, with typical energy savings of 70% and expected service life of over 100,000 hours. EPA:0.44 ft2 (0.04 m2) Length:26.18" (66.5 cm) Width:14.06" (35.7 cm) Height H1:2.26" (5.7 cm) Height H2:7.46" (18.9 cm) Weight:23 lbs (10.4 kg) Hit the Tab key or mouse over the page to see all interactive elements. Ordering Information EXAMPLE: DSX0 LED P6 40K 70CRI T3M MVOLT SPA NLTAIR2 PIRHN DDBXD DSX0 LED Series LEDs Color temperature 2 Color Rendering Index 2 Distribution Voltage Mounting DSX0 LED Forward optics P1 P5 P2 P6 P3 P7 P4 Rotated optics P10 1 P12 1 P11 1 P13 1 (this section 70CRI only) 30K 3000K 40K 4000K 50K 5000K (this section 80CRI only, extended lead times apply) 27K 2700K 30K 3000K 35K 3500K 40K 4000K 50K 5000K 70CRI 70CRI 70CRI 80CRI 80CRI 80CRI 80CRI 80CRI AFR Automotive front row T1S Type I short T2M Type II medium T3M Type III medium T3LG Type III low glare 3 T4M Type IV medium T4LG Type IV low glare 3 TFTM Forward throw medium T5M Type V medium T5LG Type V low glare T5W Type V wide BLC3 Type III backlight control 3 BLC4 Type IV backlight control 3 LCCO Left corner cutoff 3 RCCO Right corner cutoff 3 MVOLT (120V-277V) 4 HVOLT (347V-480V) 5,6 XVOLT (277V-480V) 7,8 120 16, 24 208 16, 24 240 16, 24 277 16, 24 347 16, 24 480 16, 24 Shipped included SPA Square pole mounting (#8 drilling, 3.5" min. SQ pole) RPA Round pole mounting (#8 drilling, 3" min. RND pole) SPA5 Square pole mounting (#5 drilling. 3" min. SQ pole) 9 RPA5 Round pole mounting (#5 drilling, 3" min. RND pole) 9 SPA8N Square narrow pole mounting (#8 drilling, 3" min. SQ pole) WBA Wall bracket 10 MA Mast arm adapter (mounts on 2 3/8" OD horizontal tenon) Control options Other options Finish (required) Shipped installed NLTAIR2 PIRHN nLight AIR gen 2 enabled with bi-level motion / ambient sensor, 8-40' mounting height, ambient sensor enabled at 2fc. 11, 12, 18, 19 PIR High/low, motion/ambient sensor, 8-40’ mounting height, ambient sensor enabled at 2fc 13, 18, 19 PER NEMA twist-lock receptacle only (controls ordered separate) 14 PER5 Five-pin receptacle only (controls ordered separate) 14, 19 PER7 Seven-pin receptacle only (controls ordered separate) 14, 19 FAO Field adjustable output 15, 19 BL30 Bi-level switched dimming, 30% 16, 19 BL50 Bi-level switched dimming, 50% 16, 19 DMG 0-10v dimming wires pulled outside fixture (for use with an external control, ordered separately) 17 Shipped installed HS Houseside shield (black finish standard) 20 L90 Left rotated optics 1 R90 Right rotated optics 1 CCE Coastal Construction 21 HA 50°C ambient operation 22 BAA Buy America(n) Act Compliant SF Single fuse (120, 277, 347V) 24 DF Double fuse (208, 240, 480V) 24 Shipped separately EGSR External Glare Shield (reversible, field install required, matches housing finish) BSDB Bird Spikes (field install required) DDBXD Dark Bronze DBLXD Black DNAXD Natural Aluminum DWHXD White DDBTXD Textured dark bronze DBLBXD Textured black DNATXD Textured natural aluminum DWHGXD Textured white L H1 H2 Items marked by a shaded background qualify for the Design Select program and ship in 15 days or less. To learn more about Design Select, visit www.acuitybrands.com/designselect. *See ordering tree for detailsDesign Select options indicated by this color background. One Lithonia Way • Conyers, Georgia 30012 • Phone: 1-800-705-SERV (7378) • www.lithonia.com © 2011-2024 Acuity Brands Lighting, Inc. All rights reserved. DSX0-LED Rev. 03/26/24 Page 2 of 9 COMMERCIAL OUTDOOR 1.750" for aluminum poles 2.750" - for other poles type Drilling Ordering Information Accessories Ordered and shipped separately. DLL127F 1.5 JU Photocell - SSL twist-lock (120-277V) 23 DLL347F 1.5 CUL JU Photocell - SSL twist-lock (347V) 23 DLL480F 1.5 CUL JU Photocell - SSL twist-lock (480V) 23 DSHORT SBK Shorting cap 23 DSX0HS P#House-side shield (enter package number P1-7, P10-13 in place of #) DSXRPA (FINISH) Round pole adapter (#8 drilling, specify finish) DSXRPA5 (FINISH) Round pole adapter #5 drilling (specify finish) DSXSPA5 (FINISH) Square pole adapter #5 drilling (specify finish) DSX0EGSR (FINISH) External glare shield (specify finish) DSX0BSDB (FINISH) Bird spike deterrent bracket (specify finish) Shield Accessories NOTES 1 Rotated optics available with packages P10, P11, P12 and P13. Must be combined with option L90 or R90. 2 30K, 40K, and 50K available in 70CRI and 80CRI. 27K and 35K only available with 80CRI. Contact Technical Support for other possible combinations. 3 T3LG, T4LG, BLC3, BLC4, LCCO, RCCO not available with option HS. 4 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz). 5 HVOLT driver operates on any line voltage from 347-480V (50/60 Hz). 6 HVOLT not available with package P1, P2 and P10 when combined with option NLTAIR2 PIRHN or option PIR. 7 XVOLT operates with any voltage between 277V and 480V (50/60 Hz). 8 XVOLT not available in packages P1, P2 or P10. XVOLT not available with fusing (SF or DF). 9 SPA5 and RPA5 for use with #5 drilling only (Not for use with #8 drilling). 10 WBA cannot be combined with Type 5 distributions plus photocell (PER). 11 NLTAIR2 and PIRHN must be ordered together. For more information on nLight Air 2. 12 NLTAIR2 PIRHN not available with other controls including PIR, PER, PER5, PER7, FAO, BL30, BL50 and DMG. NLTAIR2 PIRHN not available with P1, P2 and P10 using HVOLT. NLTAIR2 PIRHN not available with P1, P2 and P10 using XVOLT. NLTAIR2 PIRHN not available with P1 using MVOLT. 13 PIR not available with NLTAIR2, PER, PER5, PER7, FAO BL30, BL50 and DMG. PIR not available with P1, P2 and P10 using HVOLT. PIR not available with P1, P2 and P10 using XVOLT. PIR not available with P1 using MVOLT. 14 PER/PER5/PER7 not available with NLTAIR2, PIR, BL30, BL50. Photocell ordered and shipped as a separate line item from Acuity Brands Controls. See accessories. Shorting Cap included. 15 FAO not available with other dimming control options NLTAIR2 PIRHN, PIR, PER5, PER7, BL30, BL50, or DMG. 16 BL30 and BL50 are not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, FAO and DMG. BL30 or BL50 must specify 120, 277 or 347V. Consult tech support for 208, 240 or 480V. 17 DMG not available with NLTAIR2 PIRHN, PIR, PER, PER5, PER7, BL30, BL50 and FAO. 18 Reference Motion Sensor Default Settings table on page 4 to see functionality. 19 Reference Controls Options table on page 4. 20 Option HS not available with T3LG, T4LG, BLC3, BLC4, LCCO and RCCO distribution. Also available as a separate accessory; see Accessories information. 21 CCE option not available with option BS and EGSR. Contact Technical Support for availability. 22 Option HA not available with performance packages P6, P7, P12 and P13. 23 Requires luminaire to be specified with PER, PER5 or PER7 option. See Controls Table on page 4. 24 Single fuse (SF) requires 120V, 277V, or 347V. Double fuse (DF) requires 208V, 240V or 480V. XVOLT not available with fusing (SF or DF). Top of Pole 0.563" 1.325"0.400"(2 PLCS) Template #8 A Handhole B C D HANDHOLE ORIENTATION (from top of pole) 2.650" Tenon Mounting Slipfitter Tenon O.D. Mounting Single Unit 2 @ 180 2 @ 90 3 @ 90 3 @120 4 @ 90 2-3/8"RPA AS3-5 190 AS3-5 280 AS3-5 290 AS3-5 390 AS3-5 320 AS3-5 490 2-7/8"RPA AST25-190 AST25-280 AST25-290 AST25-390 AST25-320 AST25-490 4"RPA AST35-190 AST35-280 AST35-290 AST35-390 AST35-320 AST35-490 External Glare Shield (EGSR)House Side Shield (HS) Fixture Quantity & Mounting Configuration Single DM19 2 @ 180 DM28 2 @ 90 DM29 3 @ 90 DM39 3 @ 120 DM32 4 @ 90 DM49 Mounting Type DSX0 with SPA 0.44 0.88 0.96 1.18 ---1.16 DSX0 with SPA5, SPA8N 0.51 1.02 1.06 1.26 ---1.29 DSX0 with RPA, RPA5 0.51 1.02 1.06 1.26 1.24 1.29 DSX0 with MA 0.64 1.28 1.24 1.67 1.70 1.93 DSX0 Area Luminaire - EPA *Includes luminaire and integral mounting arm. Other tenons, arms, brackets or other accessories are not included in this EPA data. Minimum Acceptable Outside Pole Dimension SPA #8 3.5"3.5"3.5"3.5"3.5" RPA #8 3" 3" 3"3"3" 3" SPA5 #5 3" 3" 3"3"3" RPA5 #5 3" 3"3"3"3"3" SPA8N #8 3"3"3"3"3" Mounting Option Drilling Template Single 2 @ 180 2 @ 90 3 @ 90 3 @ 120 4 @ 90 Head Location Side B Side B & D Side B & C Side B, C & D Round Pole Only Side A, B, C & D Drill Nomenclature #8 DM19AS DM28AS DM29AS DM39AS DM32AS DM49AS STREET WRAP QTY LABEL DESCRIPTION STREET WRAP™ FLEX BACK-BEND Flexible LED illumination Specifications Dimensions L × W × H ..................24-ft and custom lengths available Input ..................................................24 V Min. bend radius ...........................2.36" Power ................................................3.66 W/ft. Operating temp. ...........................-40° C to +65° C Environment ..................................IP67 Power supply ..................................Principal Sloan 24V Run footage ....................................Max. 24 ft. Applications....................................Neon tube light source, building and sign outline lighting and cover lighting, indoor/outdoor, cursive letters and design Warranty ..........................................5-year Product/5-year Labor Product Options CCT/color Jacket color Lm/ft Cut section length Max. length/ 96 W PS W/max. length SKU 6500 K White 305 3.9370"287.4016"87.7 M-SX024-65 5000 K M-SX024-50 4000 K M-SX024-40 Red (623 nm)Red 82 M-SX024-RD Orange (609 nm)Orange 116 M-SX024-OR Yellow (590 nm)Yellow 158 M-SX024-YL Green (525 nm)Green 140 M-SX024-GR Blue (468 nm)Blue 20 M-SX024-BL Cyan N/A 36 2.8110"287.7244"87.5 M-SX024-CN Pink 17 M-SX024-PK RGB N/A M-SX024-3C E341517 IMPORTANT WARRANTY INFO This warranty is void if any cuts are made in the field. Any cuts must be made by Principal Sloan to maintain warranty. NOTE: The LED neon itself and all its components may not be mechanically stressed. Please ensure that the power supply is adequate to operate the total load. Only qualified personnel should be allowed to perform installations. The design of the housing should be according to the IP standards in the application. If surge protection structure not within power supplier, a lightning protector should be needed additionally. Before cutting and sealing, please read the user manual, and please ensure you have read and fully understand it. Please do not twist the product and do not bend it in wrong direction, see Figure 1 for a correct demonstration. Bends front to back UV-resistant Dual extrusion, diffused silicone lens and thermal conductive base Standard colors cuttable every 3.9370", RGB cuttable every 2.8149" * Custom colors will utilize white LEDs behind a color matched silicone over molding and the MOQ is 656.168 ft. © 2024 Principal Industries Rev A  2024-01-30 principalsloan.com 325.227.4577 3490 Venture Dr., San Angelo, TX 76905 Specifications subject to change without notice. STREET WRAP™ FLEX BACK-BEND Flexible LED illumination Wiring Single color product VCC GND VCC Red Green Blue RGB product Types of Feed Bottom feed Top view Bottom feed Front view End feed Top view End feed Front view End Caps* 0.638" 0. 5 4 4 " Silicone end cap A-SXHW-ECSI * End cap quantities are available upon request. Silicone glue A-SWFX-SA Silicone insert, single color X-C-SX-SI1C Silicone insert, RGBX-C-SX-SI3C Accessories 3.28-ft & 8-ft Aluminum mill finish extrusion for outdoor applicationsA-SXMH-TRAL Transparent PC clips* A-SXMH-CLPL * Transparent clips are not warrantied if used in outdoor applications. Aluminum mill finish clips for outdoor applicationsA-SXMH-CLAL 0. 7 3 1 8 " 0.6185"0.7895" 0. 5 9 8 4 " 0.7283" 0. 5 9 8 4 " 0.7283" M-SX024-BL M-SX024-BL M-SX024-BL M-SX024-BL 7 3 2 9 SF SF02 SF04 SF12 STREET WRAP QTY LABEL DESCRIPTION FEATURES • Bends front to back with 6” minimum bending radius • Dual extrusion, diffused, UV resistant silicone lens and thermal • conductive base • Easy installation • Available with multiple feeds: - Back - End SPECIFICATIONS Certifications UL 94 V-0, UL & cUL Recognized (SAM Manual), CE, RoHs Dimensions (See Table)L X 1.06”W X 0.63”H Input 24V Operating Temp -40° to +65˚C Power 4.73 W per foot Power Supply P-LED 24V Protection Grade IP67 STREET WRAP™ FLEX POD FLEX POD PRODUCT OPTIONS LED CCT/Color Jacket Color Lm./ft Cut Section Length Max Length/96W PS W/Max Length SKU 6500K White 368 4.9213” (125mm)241.1417”95.1 M-SPX020-65 5000K White 368 4.9213” (125mm)241.1417”95.1 M-SPX020-50 Cyan White 106 9.8425” (250mm)236.2205”93.1 M-SPX019-CN Amber White 124 9.8425” (250mm)236.2205”93.1 M-SPX019-AM Pink White 61 9.8425” (250mm)236.2205”93.1 M-SPX019-PK RGB White N/A 9.8425” (250mm)236.2205”93.1 M-SPX019-3C Wwarranty5P 5L NOTE: The LED neon itself and all its components may not be mechanically stressed. Please ensure that the power supply is adequate to operate the total load. Only qualified personnel should be allowed to perform installations. The design of the housing should be according to the IP standards in the application. If surge protection structure not within power supplier, a lightning protector should be needed additionally. Before cutting and sealing, please read the user manual, and please ensure you have read and fully understand it. Please do not twist the product and do not bend it in wrong direction, see Figure 2 for a correct demonstration. This warranty is void if any cuts are made in the field. Any cuts must be made by Principal LED to maintain warranty. IMPORTANT WARRANTY INFO INSTALLATION ACCESSORIES SKU Description A-SPX-TRAL-3 3.28 ft. aluminum mill finish extrusions A-SPX-CHSS Back-Bend Flexible Chain Ø.198" .946" 1.115" .755" .234" 2.360" .946" 2.360" .234" .755" 1.115" Top View: Side View: Front View: .851" 1.178" M-SV024-BL M-SV024-BL M-SV024-BL 122 2 2 SB SB04 SB12 DOWNLIGHT QTY LABEL DESCRIPTION Catalog Number Notes Type CONTRACTOR SELECT WF4_WF6 SWW5 Page 1 of 2 WF4 & WF6 SWW5 4" & 6" Switchable White Downlight LED Ultra-Thin Wafer The 4" and 6" round smooth with 5CCT Switchable White technology provide high-quality light output and efficiency featuring a switch for easy color temperature adjustment to choose between 2700K, 3000K, 3500K, 4000K, or 5000K - while eliminating the need for recessed housings. FEATURES: ¡Round smooth lens trim designed to distribute precise even illumination for general purpose areas ¡Canless - no can required; equals easy to install and less labor ¡5 selectable color temperatures to choose with a switch ranging from warm (2700K) to daylight (5000K) allowing customization for endless applications ¡Dimmable to 10% Contractor Select™ CAN BE USED TOCOMPLY WITH 2019 JA8 HIGH EFFICACY LED LIGHT SOURCE REQUIREMENTS DI L TM IC RATED Catalog Number UPC Description Replaces Up To Lumens Input Watts CCT CRI Voltage Finish Dimming Protocol Pallet Qty. WF4 SWW5 90CRI MW M6 194994243465 4" Wafer-Thin LED Downlight 65W 670 9W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte White Triac 540 WF4 SWW5 90CRI MB M6 194994243595 4" Wafer-Thin LED Downlight 65W 670 9W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte Black Triac 540 WF6 SWW5 90CRI MW M6 194994243731 6" Wafer-Thin LED Downlight 75W 970 13W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte White Triac 360 WF6 SWW5 90CRI MB M6 194994243809 6" Wafer-Thin LED Downlight 75W 970 13W 2700K/3000K/3500K/ 4000K/5000K 90 120V Matte Black Triac 450 Accessories: Order as separate catalog number. WF8643 PAN Universal New Construction Wafer Pan WF4 PAN R12 4" new construction pan, retail pack of 12 WF6 PAN R12 6" new construction pan, retail pack of 12 WF4GR MW 4" Wafer Goof Ring 4.2" ID x 6.2" OD WF6GR MW 6" Wafer Goof Ring 6" ID x 8" OD WFJB U Remodel Joist Bar WFEXC6 SW3PIN FT4 3-Pin 6ft Cable WFEXC10 SW3PIN FT4 3-Pin 10ft Cable WFEXC20 SW3PIN FT4 3-Pin 20ft Cable *Goof rings are made of 22 gauge steel and painted white. 2700K 3000K 3500K4000K 5000K SWITCHABLE WHITE WF8643 Universal New Construction Pan Remodel Joist Bar WF4 PAN 4" New Construction Pan WFEXC_ extension cable Matte Black WF4 WF6 WF6 PAN 6" New Construction Pan One Lithonia Way, Conyers, GA 30012 | (800) 705-SERV (7378)| www.acuitybrands.com © 2023-2024 Acuity Brands Lighting, Inc. All rights reserved. Rev. 05/14/24 Page 2 of 2 CONTRACTOR SELECT WF4_WF6 SWW5 HOUSING:Polycarbonate injection molded outer frame, with steel back plate. Non-conductive dead-front trim design suitable for a wide range of applications and codes requiring a non-conductive lens • FT4 3-pin plenum rated cable connector to connect from module to remote driver box • Steel spring clip for easy installation. 4", 6" or 8" cut out template is provided to ensure a correct sized hole is cut into ceiling for proper installation of the trim. Size of hole should not exceed 4-1/4" for the WF4 and 6-1/4" for the WF6 • Can be installed from 3/8" to 1 ½" ceiling thickness • Can be removed from below the ceiling for service or replacement. LED LIGHT ENGINE:Switchable white color temperature from 2700K, 3000K, 3500K, 4000K, 5000K • 90 CRI minimum • Color accuracy within 4 step McAdams Ellipse at the end CCT (2700K and 5000K), within 6 step McAdams Ellipse in the middle CCT (3000K, 3500K, and 4000K) • Dimming 100% to 10% with most standard incandescent dimmers (see list of approved dimmers). DRIVER:Connect directly to 120V Class-2 (CAN ICES-005 (B) / NMB-005 (B)) LED driver. 120V 60 Hz constant current driver provides noise free operation • IC rated driver with convenience of a switch to choose between 5 selectable color temperature options ranging from 2700K (warm white), 3000K, 3500K, 4000K, or 5000K (daylight) • The isolated driver integrated inside steel remote box with four 7/8" knockouts with slots for pryout. Suitable for pulling wires with the 12 cubic-inch wiring compartment to accommodate up to (6) 14 gauge insulated conductor, or (4) 12 gauge insulated conductors; making the Wafer LED Downlights much easier to wire in 2in/2out (plus ground) daisy-chain applications and contractor friendly • 2" plenum space required for the installation of the WF6 driver box; 3"plenum space required for the installation of the WF4 driver box • Suitable for installation in t-grid and drop ceiling applications with universal new construction pan. OPTICAL SYSTEM:Edge-lit LED technology uses light guided plate to distribute light • Polycarbonate lens provides even illumination throughout the space • Efficient system that can produce over 670 lumens while using 9W (WF4) and 970 lumens while using 13W (WF6) • Replaces 65W incandescent (WF4) and 75W incandescent (WF6). LIFE:Rated for 50,000 hours at 70% lumen maintenance. LABELS:CSA certified to US and Canadian safety standards • ENERGY STAR® certified product • Suitable for wet location, covered ceiling • Air-Loc certified in accordance with ASTM E283-2004 • NOM Certified • Can be used to comply with California Title 24 Part 6 High Efficacy LED light Source Requirements • U.S. Patent No. 10,681,784. TESTING:All reports are based on published industry procedures; field performance may differ from laboratory performance. WARRANTY:3-year limited warranty. This is the only warranty provided and no other statements in this specification sheet create any warranty of any kind. All other express and implied warranties are disclaimed. Complete warranty terms located at: www.acuitybrands.com/support/warranty/terms-and-conditions Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. Specifications Dimensions 4.1" 1.2" 5" 3.3" .5" 5.5" 1.3" 5.9" 5.1" 7" 5" 1.2" 3.0" WF4 WF6 PERFORMANCE DATA WF4 SWW5 WF6 SWW5 Input Voltage 120V 120V Input Power Typical 9W (+/-5%)13W (+/-5%) Frequency 60 Hz 60 Hz EMI/RFI FCC Title 47, Part 15 Class B (consumer)FCC Title 47, Part 15 Class B (consumer) Minimum Starting Temp -40°F (-40°C)-40°F (-40°C) Note: Actual performance may differ as a result of end-user environment and application. All values are design or typical values, measured under laboratory conditions at 25°C. WF6 SWW5 90CRI MW31DAREA QTY LABEL DESCRIPTION DSX0 LED P2 50K 70CRI T4M MVOLT SPA DDBXD7A4 DSX0 LED P2 50K 70CRI BLC3 MVOLT SPA DDBXD2A4B 7 BREW FAIRHOPE, AL RL-10650-S1-R3 100 t20 UTHD/V/ja L/GHT/NG v □nun F@ PRINCIPAL SLOAN Wesesnguago nn n aro o o on In TAASM2A2 Lt Io o ( PRINCIPAL o WE SPEAK SIGN LA 2 PRINCIPALcus ROHsC €Ea131/ COMPLIANT^ —SLOANCOMPLIANTLANGUA -JE 4— -JE 4 4 umaMA L/GHT/NG We Speak Sign Language 24 VDC STREET•WRAP FLEX 5E—•—• t20 20 EN B THRU cO A A< at [ADDITIONAL FIXTURE INFO STREET•WRAP FLEX Gaalu - c"us ( € ROHs e e Compliant 24 VDC 5. warranty TTLE 20 / ADDITIONAL FIXTURE INFO Juno@ © al 24 @ O()i9 BdaievB PART61 CUS LOCATION™ 7 c NOMFRONT ••• •FRONT • d Juno® L JT £1m ft I i i i i i I ift ml -- g L —n—hI] 1 — T 1 -I- CS CONTRACTOR SELECT" CS CONTRACTOR SELECT SiTee •WRAP. FLEX Product & Labor WARRANTY 2, 1 [ADDITIONAL FIXTURE INFO as n a Ae m — NIGHTTIME —arcer0anm FRIENDLY 10 10gS3 BAA BABA Warranty 31diseries ©n । 7 REDLEONARD $ ASSOCIATES i Ilfy REDLEONARD I SH==TZ] ‘ °W ASSOCIATES •--------- L/THGN/A L/GHT/NG L/THON/A L/GHT/NG L L L s design select 8 ■■ ■ Page 158 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. AREA WALL MOUNTED STREET WRAP DOWNLIGHT STREET WRAP 7 BREW FAIRHOPE, AL RL-10650-S1-R3 Pe a.4 ) ) 1 Y< at ,O Ctc3>O U< U< 1O C'l@ @ S U<U<Ue<Us O o ©/U<C to V O Y< 1 7 REDLEONARD $ ASSOCIATES I @ e e y cS e S es PseN Bo," 6 81 e 2 @ e _ <36 © 2/ ' HA — L C rHRU co Page 159 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. 7 BREW FAIRHOPE, AL RL-10650-S1-R3 1 7 REDLEONARD t ASSOCIATES i 40 27 17 9.8 5 2.1 0.63 0.078 -0.0003 Illuminance (Fc) 7 tn19 5 0 o o N t CM LD P t O C. CM O {T 11 C CO to to to CM CO CO to C1 U I 0 0 hr 1 cn CM 1 CO m to 0 co [4 o CD N to G C co L} to P o C T N ui CM o o GO C 0 0 C O NJ CD Ul to CD G 0 1, In , ro [. N CD CO o j co N 39 0 LO On to co co CJI CD to to L N D . tO r 1 to CM 00 E o co CM o 00 N CO h o 4 Oc P CM CM 0 10 CD O 00 <0 C. W CD h y1 CD to 0. 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NJ Q to N Ui coCM o o — DN as o ba coCM CD to to to to 5 bo [ bo to on to d 9 NJ CD P CD CMCM N bi 00CO NO O Ui o 2 CD 2 to N to to CD — o NJ to NJ CD o io N bo N o ■f l ­ ed qCM — / 9 biN o [ to — to NJ q ci D bi co o N u (Po co ci co i LDCD p= C. 2 to O6 p CD CO q CD p r C q o o bo "I to tD o CD bi N o —2 G oCD p NJ P CDCD O CDCD 2M e ro tQCM CCD - Co o t p CD C to N CD N m coCD CD i P CD S to : t o bi p bi —NJNJ > U 1 P N I oP d C, — to it o 2 r I 9o — t o N 2 % 80 .1 I tD -- - - - - - - - LG — oO to G O 3 i TN8. s CD 0 0 to i Page 160 of 799 m 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 redleonard.co PROJECT NAME: DRAWING NUMBER: ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN(S) INCLUDING BUT NOT LIMITED TO ANY PROJECT(S) CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FOR ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHT TO USE THIRD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN THESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF AND/OR INTEGRITY OF EXISTING BUILDING(S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE(S), ARCHITECTURAL AND SIGNAGE STRUCTURE(S), LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(S) AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTHERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME LIABILITY WHATSOEVER FOR ANY PURCHASES MADE BY CLIENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLISHED WORK. THE CUSTOMER, ITS RELATIVE AFFILIATES, AS WELL AS ANY OTHER PERSON(S) IN VIEWING OF THIS PRODUCT IS RESPONSIBLE FOR VERIFYING COMPLIANCE WITH ANY BUT NOT LIMITED TO ALL CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN THIS DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT DRAWN TO SCALE. SIZE IS FOR CLARITY PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS ARE NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWING(S), OR PROJECT(S) IS NOT TO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR ILLUSTRATIVE PURPOSES ONLY. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARD WITHOUT WRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. 7 BREW FAIRHOPE, AL RL-10650-S1-R3 MHs FAMH #3 C 10i 4 0 9 3.5 5.7 4.9 2.9 1.6 0.8 0.7 0.8 0.9 1.3 2.1 3.1 A4 8 3.8 3.8 3.4 2.6 1.8 1.5 19 1.9 26 4.4 6.5 SF12 SF12SBIfew4.2 3.5 2.5 1.9 1.7 1.9 3.2 1.9 2.8 4.2 183 #1 1 S B 4 1 3.2 1873 SF12 5.05.6 3.1 15 1.1 1.9 1.6 15 2.1 2.0 SF1 2 77। HI#4.4 4.1 1.2 1.21.9 SB 1.3 0.9 1 I I I 3 3.6 3.6 2.6 08 0.9 0.8 22 -8.54.9 4.0 3.1 2.2 1.2 0.9 %— 44&1 I (6.0 4.0 2.6 2.5 1.5 2.0 1.5 L*dEe P"dj LAAE 3.7 4.5 27 2.1 2.6 4.0 5.8 4.0 2.3 1.2 I 0.7 1.3 2.3 2.0 1.5 1.7 2.9 3.5 2.4 - 4I t2.1 2 7 1.1 1.1 1.5 5.21.7 2.9 3.9 3.6 1.6 2.0 2 8 2.6 1.9 0.7 0.7 0.9 2 8 5.9 C J 0.9 19 3.5 5.5 4.8 33 18 1.2 1.3 1.5 1.5 1.4 1.3 1.1 1.0 09 1.1 1.3 1.8 28 S30.7 1.9 3.3 1.0 2.2 3.3 3.6 3.1 1.9 1.6 2.9 3.5 34 2.7t Is I h ID1 7.92.1 6.1 8.7 5.0 1.7 1.5 4.2 7.1 3.2 1.1 । 7 REDLEONARD t ASSOCIATES w I Oli 0.00.0 0.0 0.0 0.0 00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 0.0 00 0.0 0.0 0.0 00 00 0.0 NO__ 0.0 0.0 0.0 0.0J 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.d 10 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.“7d)01 0.0 (00)"Tn — 0.0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.0 .0 0 0.0.0 0 0.0 0.0 1.UH l 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 100 0 0.0 0.1 0.1 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 -I ok0.0 0.0 0.0 0.0 0.0 0.0 0.0 / 0.0 0.0 0.1 0.1 0.3 0.7 0.8 0.5 0.2 122 0.T 0.1 9-1 0.1 0.1 0.2 0.0 0.0 0.0eTT U. 0.0 0.0 0.1 0.0 \ pC0 — 0.0 0.0 0.1 0.00.0/0.0 0.0 0.1 0 0.0 0.0 0.0 0.0 0, 0.0 0.0 0.1 0.0 p.00.0 0.0 0.1 0.0 0.0 l 0.0 0.0 0.1 0.0 0.0 .00.0 0.0 0.1 0.0 o.o r L100.0 0.1 0.1 0.0 0.0 0.00.0 0.1 0.1 .0.0 0.0 0.00.0 0.1 0.1 .0 0. 0.00.0 0.1 01 .0 .0 P.O0.0 0.0 0.1 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0 0.0 0.0@-.0 0.60.0 0.0 0.3 0.5 0.1 0.4 0.3 0.3 0.9 0.9 10 0.5 0.4 13 1.3 1.1 0.4 02 0.1 0.1 0 0.0 0.0 0.01 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0 1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 v 184 2.9 SF12 166 SB12 180 SF12 01 3.A 4 > Ada ngmm E-MHMHr 51200680028 155 SB / 0.2 ___G. 0.00.0 2.2 186 0.00.0 00° 0.0 0.0 0 0.0 2.0 185 0.00.00.00.0 0.00.00.00.0 0.00.00.20.0 0.00.0 1.0 0.20.1 0.00.0 0.00.00.00.0 0.00.00.20.2 0.00.0 Page 161 of 799 Harrison French & Associates, PLLC www.hfa-ae.com Page 1 of 1 Payton Rogers, CAPZO Planning & Zoning Manager 451 Pecan Ave Fairhope, AL 36532 Mr. Rogers, I have analyzed the 7 Brew site in question and provided the following ITE Trip Gen information below. Based on the Plat it is my understanding that the site will fall within the parameters outlined in the Plat. Thank you. Weekday AM Peak Hour: 91 Total Trips, 46 (Entry), 45 (Exit) w/ 50% Pass-By Rate: 46 Total, 23 (Entry), 23 (Exit) Weekday PM Peak Hour: 34 Total Trips, 17 (Entry), 17 (Exit) w/50% Pass-By Rate: 17 Total, 9 (Entry), 9 (Exit) Thank you, Garrett Small, PE HARRISON FRENCH & ASSOCIAT E S , P I. L C HFA Page 162 of 799 CITY OF FAIRHOPE AGENDA MEMORANDUM Item ID: 2026-759 FROM: Hunter Simmons, PLANNING DIRECTOR SUBJECT: Site Plan Review and Approval - Request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 2 of Rockwell Place on the northeast corner of State Highway 181 and State Highway 104 and is .99 ± acres. PPIN #: 633810. (Planning Commission voted to recommend approval of SR 26.01 ). AGENDA DATE: March 23, 2026 RECOMMENDED ACTION: Council Approval BACKGROUND INFORMATION: At its meeting on March 2, 2026 the Planning Commission approved the applicant’s request conditioned upon 1) revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2) provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3) revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; 4) provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening; and 5) Full compliance with the City of Fairhope Trees and Landscape Ordinance. All conditions of approval have been addressed by the applicant. BUDGET IMPACT/FUNDING SOURCE: Account No. Account Title Current Budget Cost Available Budget $___ $___ ($____) Page 163 of 799 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 164 of 799 Payton Rogers City Council March 23, 2026 Planning Commissin (8 Ayes)(0 Nays)(1 Abstention) voted to recommend approval of SR 25.09 1 Zoning: B-2 PUD Road □ Parcel ofIA’,,City of Fairhope O SIABAW SR 26.01 - Jiffy Lube vO ol N W-E S € e Project Name: Jiffy Lube Site Data: 0.99 acres Project Type: Site Plan Approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2, General Business District PPIN Number: 633808 General Location: Northeast corner of State Highway 181 and State Highway 104 Surveyor of Record: Lieb Engineering Engineer of Record: Lieb Engineering Owner / Developer: Rockwell LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: CT □ 5 ST A T E H W Y 1 8 1 co O n.Il BU S H E L D R mi n t _- tn —P _ w e s p a e b a e i r ” At t h? A rl == = 4 2 2 ST A T E H W Y 1 8 : I \ ST A T E H W Y 1 8 1 4 • BU S H E L D R ss f; * . Page 165 of 799 SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 1 of 7 COMMENTS FOR CITY COUNCIL At its meeting on March 2, 2026 the Planning Commission approved the applicant ’s request conditioned upon 1) revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2) provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3) revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof ; 4) provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening ; and 5) Full compliance with the City of Fairhope Trees and Landscape Ordinance. All conditions of approval have been addressed by the applicant. SUMMARY OF REQUEST Request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 2 of Rockwell Place north of the northeast corner of State Highway 181 and State Highway 104 and is 0.99± acres. SITE HISTORY The subject site has had numerous Subdivision, Multiple Occupancy Project (MOP), and Zoning Change applications before both the City of Fairhope and County Planning Commissions. Most recently the subject site was before the Planning Commission at its July 7, 2025 meeting included as part of a request for approval of a 10-Lot Major Subdivision to resubdivide Rockwell Place Lot 1. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Rockwell Place Commercial Subdivision establishes setback requirements for Lot 2 to be 70 feet from the East property line along Bushel Drive, zero (0) feet from the North and South property lines, and 30 feet from the West property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. However, some are incorrectly labeled. On the West side of the Lot the 20-foot Drainage & Utility Setback should be revised to state “20’ Drainage and Utility Easement”, the Minimum Highway Setback should be revised to state “Minimum Highway Construction Setback (125’ From Centerline), and the 30-foot Landscape & Greenspace Buffer should be revised to state “30’ Landscape & Greenspace Buffer & Minimum Building Setback”. If approved, the Site Plan should be revised to reflect the aforementioned labels accurately. On the East side of the Lot the proposed Site Plan illustrates two different building setbacks. As previously stated the Final Plat for Rockwell Place Commercial Subdivision established a minimum 70-foot Front Building Setback along Bushel Drive for the subject site. As such, if approved, the Site Plan should be revised to remove the additional 40-foot setback illustrated. Page 166 of 799 SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 2 of 7 Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 22 feet. Tree & Landscaping - COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates full compliance with the Trees and Landscaping Ordinance (see exhibits). The Tree and Landscape plan illustrates nine (9) overstory trees which currently exist on site that, while not of a large enough size to count as Credit Trees, do count towards required tree plantings. It’s important to note, however, that these nine (9) overstory trees were included as required street tree and greenspace buffer plantings approved with the various Rockwell Place subdivisions, and as such, cannot be removed and must be protected throughout construction. If approved a note should be added to the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance. Parking - NON-COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule requires a minimum of five (5) parking spaces for the subject site and allows for an overage of one (1) additional space not to exceed a total of six (6) spaces for the site. As proposed, the Site Plan illustrates seven (7) parking spaces in total which includes one (1) handicap spaces and two (2) compact spaces. As such, if approved, the Site Plan should be revised to remove one (1) of the excess parking spaces while maintaining compliance with compact car and pervious surfacing parking standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Bushell Drive, as required. Additionally, the proposed Site Plan provides direct access to the existing 11-foot-wide multi-purpose trailway along State Highway 181. Drainage - COMPLIANT Drainage has been accounted for the entire commercial portion of Rockwell Place in accordance with SD 25.08. Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. Mechanical Equipment - NON-COMPLIANT As illustrated, the Site Plan depicts HVAC mechanical equipment to be located on a concrete pad north of the proposed structure and does not illustrate any mechanical screening as required by Article IV.B.2.a. As such, if approved, the Site Plan, Civil Plans, and Elevation Plans should be revised to include compliant mechanical screening or relocation of all mechanical equipment to the roof . Dumpster - NON-COMPLIANT The proposed plans illustrate a dumpster with screening on the East side of the proposed parking area. However, a dumpster detail was not provided illustrating compliant screening . As such, if approved Architectural Plans should be provided illustrating compliant dumpster screening. Page 167 of 799 SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 3 of 7 Signage - N/A Signage will be reviewed at time of a sign permit submittal . It should be noted that as proposed, the subject site is allowed a maximum of two (2) building signs and two (2) freestanding signs with the total aggregate surface area for ALL permitted signage to be no greater than 50 square feet. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A traffic study was conducted for Rockwell Place Subdivision, and the road infrastructure was designed in accordance with the recommendations from the traffic study. Shared access points are on the plat to limit the number of curb cuts on Bushel Drive. Lot Access - COMPLIANT As illustrated, the Site Plan proposes shared access with Lot 1 to the South in accordance with the Rockwell Place Commercial Subdivision Final Plat. Comprehensive Plan - COMPLIANT Rockwell Place is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are the Rockwell Place Apartments. Proper buffers are included in the plans to mitigate the conflicting land use s. Benefits to the Community - COMPLIANT There are a lot of residential units being built in the immediate surrounding area, especially to the North. A commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. Page 168 of 799 SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 4 of 7 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Staff Recommendation: Staff recommends APPROVAL of SR 26.01 – Jiffy Lube Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2. Provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3. Revision of the Site Plan to remove one (1) of the excess parking spaces while maintaining compliance with compact car and pervious surfacing parking standards; 4. Revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; and 5. Provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening. Planning Commission Recommendation: Staff recommends APPROVAL of SR 26.01 – Jiffy Lube Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2. Provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3. Revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; 4. Provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening; and 5. Full Compliance with the City of Fairhope Trees and Landscape Ordinance. Page 169 of 799 EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 5 of 7 Proposed Site Plan Revised for City Council 20" f L. I l I I I 1 J— o — c 0is 3 LOT 2 15° "JESFJETTE. AL c 43,029: 0.99Arers A Ss ss ss 3907— -UGP_ 373.99‘(M)-373 96 (R) N 89*52’36- W 374.36‘(M) 374.30(R) REO’D: /// 47 MDE PAINTED STRIFE WT) - REO’D: - DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) 1&2 ROCKWELL 3 . PLACE “ V SLIDE 3020F FSROUKWEL LLC PO BOX 579 1111111 m II\— \—( I CAPPI D REBAR (CA1007) \\REQ’D: CONCRETE PAVING (SEE DETAL SHT.) 8 5 C © J —A I I & U T I L I T Y W 82 2 Mo s € E II ) 1 II =1 = I i i M I N H U M H I G H W A Y S E T B A C K ) _ _ _ _ _ I 3 0 ‘ L A N D S C A P E * C R E T N S P A G E B U F F E R HP ' S 1 88 3 H 20 " D R M M u c E No g u R I ) " A1 1 5 9 0 N RO W M „ S 0 . L 0 . 0 0 S ± E 39 W ' So A 11 5 . 0 0 ‘ ( M & R ) lsr 3 I T \ U 8 I__ _ _ \ i 8 / 7 PE R S U M 3 0 2 0 f I89 il i a IN 3 N 3 S V 3 A D * N O U N G 3 1 3 0 3 XO v 8 1 3 s 9 8 . 0 L I ) I — I. 4| /1 / 8 — U G P —G — _ 8 8 3 =- I ~ ’ —U G P do f i (v o u JI r e n d o s ) BH s n a Page 170 of 799 EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 6 of 7 Proposed Tree & Landscape Plan Revised for City Council (OCOO OOE i jGylube FFE:119.00‘ X #9 8 #8 SOD-4 #6 )T C’P hardscape. (typ.) (8 d /0 5 3600° 5s w csoo • — csp— 9 D il 2% sy "dFawMr -ee.| . Refer to Cmi for AL grading, dramnage, erosion control, and ■ hardscape. (typ.) Cl ISo 316I 7.) | ) —e csop— 'I I . , LZI Dewesgal’. ; ! Easgrental Marui”AIl -2 “I 4-25-0—► DwortWz—s. Description Quantity • Frontage Tree 4 • Perimeter Tree 28 TREE & LANDSCAPE COMPLIANCE TABLE Yes Yes 4 Yes 4 Yes 28 28 YesPerimeter Trees 0 0 31 32 YesTotal Yes Total Trees Saved (Credits)0 Total New Overstory Planted 32 Total New Understory Planted 0 YesSpecies Richness (>4)6 8,603 5,162 Overstory Understory 31 0 0 0 0 0 0 18,170 17,256 0 0 0 0 0 32 0 Plan Provided 3 3 Plan Compliance? Landscape Area Total Landscape Area Front Landscape Area Parking Trees Overstory Understory Parking Understory < 50% Frontage Trees Frontage 1 Frontage 2 Frontage 3 Frontage 4 Reviewed by Payton Rogers Date 02/19/26 Plan Total Required t Pr o p o s e d B u i l d i n g (S e e A r c h . / C i v i l ) BU S H E L D R . Page 171 of 799 EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 23, 2026 Page 7 of 7 Proposed Elevations d JIPREFINISHED METAL CANOPY_1COLOR: "METALIC SILVER" ■ --ls 1 MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY ][ ]0‘-0‘AFF FRONT ELEVATION II III[ 0-0" AFF RIGHT ELEVATION f f 1234 JE[== [ J[ LLcJ[[3]0‘-0" AFF REAR ELEVATION F lf I d) 1 0-0" AFF LEFT ELEVATION jiffy lube multicare multi carejiffy lube multicare II‘-4 I/2"AFF B.O. LETTERSET SMOOTH FINISH ALUMINUM COPING: COLOR SW 7674 "PEPPERCORN’ MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY Il‘-4 1/2" AFF B.O. LETTERSET ammorezs == PREFINISHED METAL CANOPY COLOR "METALIC SILVER’ PREFINISHED METAL CANOPY COLOR: "METALIC SILVER" 7-6" AFF B.O. CANOPY M’-T AFF T.O. PARAPET £ [ SMOOTH FINISH ALUMINUM COPING ■ COLOR: SW 7674 "PEPPERCORN" 22-2'AFF T.O. PARAPET OVERHEAD DOOR W! GLASS COLOR: RAL7012 "BASALT GREY EIFS COLOR: SW6314 "LUXURIOUS RED SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" EIFS COLOR: SW7666 "FLUER DE SEL* 12-0" AFF B.O. SIGN BAND 19-6" AFF T,O. PARAPET EIFS COLOR: SW7666 "FLUER DE SEL* 22-2" AFF T/O COPING 22-2" AFF T.O PARAPET SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" ' EIFS COLOR: SW7666 "FLUER DE SEL"' OVERHEAD DOOR WIGLASS COLOR: RAL 7012 "BASALT GREY 7-6‘ AFF B.O. CANOPY BOLLARD COLOR: SW6314 "LUXURIOUS RED" EIFS COLOR: SW6314 "LUXURIOUS RED" CONDENSING UNIT ON CONCRETE PAD -ANODIZED ALUMINUM & GLASS STOREFRONT COLOR: "DARK BRONZE" EIFS COLOR SW6314 "LUXURIOUS I • ANODIZED ALUMINUM & GLASS STOREFRONT COLOR "DARK BRONZE CONDENSING UNIT ON CONCRETE PAD EIFS COLOR: SW7666 "FLUER DE SEL‘ CONDENSING UNIT ON CONCRETE PAD 19-6‘AFF T.O. PARAPET 19-6" AFF T.O. PARAPET 19-6" AFF TO COPING 7-6" AFF B.O. CANOPY 13-6" AFF B.O. LETTERSET Lt a ] ] EIFS COLOR: SW6314 "LUXURIOUS RED" I Page 172 of 799 A0‘"A‘o O YILABAW NOTICE OF ACTION TAKEN Action Taken by the Commission: Approval Conditions of Approval: 5. Full compliance with the City of Fairhope Trees and Landscape Ordinance. Hunter Simns Director of Planning & Development 1 of 1 Meeting Date: March 3, 2026 Case Number: SR 26.01 - Jiffy Lube Fairhope Property Location: Northeast corner of State Highway 181 and State Highway 104 PPIN #: 633808 Applicant: Lieb Engineering Engineer / Surveyor: Lieb Engineering Request: Site Plan approval of Jiffy Lube Fairhope /ou r 1. Revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2. Provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3. Revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; 4. Provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening; and 451 Pecan Ave, PO Box 429, Fairhope, AL 36532 251-928-80031 www.fairhopeal.gov THE CITY OF FAIRHOPE PLANNING COMMISSION PLANNING & ZONING DEPARTMENT Page 173 of 799 ISSUED FOR REVIEW ALABAMA ONE-CALL N VICINITY MAP NOT TO SCALE INDEX TO SHEETS BUSHEL DRIVE FAIRHOPE, AL 36532 PROJECT CONTACT INFORMATION SITE LOCATION co ENCOUNTER DRIVE Z STATE HIGHWAY 104 O 7 O Q 0) I ROCKWELL BLVD FAIRHOPE JIFFY LUBE THE CONTRACTOR IS REQUIRED TO CALL "ALABAMA ONE-CALL" 1-800-292-8525 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026A ISSUED FOR REVIEW TITLE SHEET FAIRHOPE, AL s* OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: JLG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C1.0 ACOMPANY2025-102 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF1 11 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: 4938LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 8, SADAM" 751e48 J No. 31204 ] PROFESSIONAL) 1/20/2026 SHEET NO. SHEET NAME C1.0 TITLE SHEET C2.0 CIVIL NOTES C3.0 SITE PLAN GRADING & DRAINAGE PLANC4.0 C5.0 UTILITY PLAN C6.0 EROSION CONTROL PLAN C7.0 PEDESTRIAN CIRCULATION PLAN C8.0 AERIAL OVERLAY C9.0-C1 1.0 CIVIL DETAILS OWNER: ENGINEER: SURVEYOR: LIEB ENGINEERING COMPANY, LLC 7671 PARKER ROAD FAIRHOPE, AL. 36532 (251) 978-9779 CONTACT: CHRIS LIEB, PE GUGGENHEIM DEVELOPMENT SERVICES, LLC 3000 INTERNET BLVD. SUITE 570 FRISCO, TX. 75034 CONTACT: ANGEL ROBINSON GONZALEZ - STRENGTH & ASSOCIATES, INC. 1550 WOODS OF RIVERCHASE DRIVE, SUITE 200 HOOVER, AL. 35244 (205) 942-2486 CONTACT: DEREK MEADOWS ST A T E H I G H W A Y 1 8 1 Page 174 of 799 ISSUED FOR REVIEW GENERAL NOTES:EROSION CONTROL NOTES:CONCRETE NOTES: 1. 2. 5.3. 5.6. 8. 5. 8.6. 12. 8.13. PAVEMENT SURFACE SHALL HAVE BROOM FINISH. SITE DEMOLITION NOTES:9. 3.UTILITY NOTES: 2. 3. LAYOUT NOTES: 1. 7. 2. 8. 3. 9. 10. 5. TRAFFIC CONTROL NOTES: GRADING NOTES: 2. 3. 5. 5. 6. 6. 10. 8. 9. STORM DRAINAGE NOTES: 2. 7. ALL STORM PIPES 15” AND LESS SHALL BE SMOOTH LINED HIGH DENSITY POLYETHYLENE (HDPE) OR SCHEDULE 40 POLYVINYL CHLORIDE (PVC) WITH WATER-TIGHT 8. 9. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7A ISSUED FOR REVIEW CIVIL NOTES <GSTERFOFAIRHOPE, AL *ss ☆ OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: NO SCALE SHEET NUMBERLIEB ENGINEERING C2.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF2 11 5. 6. 9. 10. No. 31204 PROFESSIONAL) 5. 6. 2. 3. 6. 7. 8. 9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO LIEB ENGINEERING PRIOR TO INSTALLATION AND/OR FABRICATION. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED AT THE LOWPOINTS. GRADING SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND POINTS OF CONNECTION PRIOR TO INSTALLATION. UEB ENGINEERING SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION. PROPOSED STORM PIPES SHALL BE BEDDED IN 6” OF SAND. ALL RIP RAP SHALL BE CLASS 2 PER THE ALABAMA DEPT. OF TRANSPORTATION (ALDOT) STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 1. 2. 5. 6. 1. 2. 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 ALL EXISTING IMPROVEMENTS SHALL REMAIN WITHIN THE UMITS OF CONSTRUCTION UNLESS SPECIFICALLY NOTED, "TO BE REMOVED”. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING ITEMS TO BE SALVAGED, REMOVED AND REUSED, ETC. CONTRACTOR TO USE CAUTION NOT TO DAMAGE THESE ITEMS DURING REMOVAL AND/OR REUSE. ANY DAMAGED ITEMS SHALL BE REPAIRED/REPLACED AT CONTRACTOR’S EXPENSE. ANY AND ALL UTILITIES IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED OR RELOCATED. COORDINATE WITH UTILITY PROVIDER PRIOR TO REMOVAL/RELOCATION. SAWCUT EXISTING HARDSCAPES AT LIMITS OF REMOVAL. ASPHALT PAVING SHALL BE MILLED A MINIMUM OF 8” TO ENSURE A SMOOTH TRANSITION TO PROPOSED ASPHALT PAVING. CONTRACTOR TO DISPOSE OF ALL DEMOUTION AND CONSTRUCTION DEBRIS AT LEAST WEEKLY IN AN APPROVED MANOR. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BEOW GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED. JOINTS UNLESS OTHERWISE NOTED, INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ALL STORM PIPES 18” AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) BELL AND SPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED. ALL SLOPE PAVED HEADWALLS SHALL BE PER ALDOT SPECIAL DRAWING #HW-614-SP. ALL NORMAL WEIGHT CONCRETE SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS NOTED OTHERWISE. CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED IN THE CONCRETE. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED IN THE ACI 301 SPECIFICATION, AND PER PROJECT SPECIFICATIONS. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60 AND PLACED IN ACCORDANCE WITH ACI-315, LATEST EDITION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. FABRICATION OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES” ACI 315. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF ACI 318. PROVIDE 3/4” BY 45 DEGREE CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE ON THE DRAWINGS. TYPE II PORTLAND CEMENT SHALL BE USED IN THE MANUFACTURE OF ALL CONCRETE UNLESS OTHERWISE NOTED. PORTLAND CEMENT SHALL CONFORM TO C150. ONLY ONE BRAND OF CEMENT SHALL BE USED FOR ALL CONCRETE FOR EXPOSED SURFACES OF ADJACENT STRUCTURES. AGGREGATE, BOTH COARSE AND FINE, USED IN THE MANUFACTURE OF CONCRETE SHALL CONFORM TO ASTM C33 UNLESS OTHERWISE NOTED. CONTRACTOR MAY SUBSTITUTE CONSTRUCTION JOINTS IN LIEU OF CONTROL JOINTS AS NEEDED. EXPANSION JOINT MATERIAL SHALL BE BITUMINOUS TYPE PER ASTM D994. SEALANT SHALL BE BASF SONOLASTIC SL2, OR OTHER ELASTOMERIC JOINT SEALANT AS APPROVED. ALL SEALANT MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER’S RECOMMENDED INSTALLATION INSTRUCTIONS. TOPOGRAPHY AND SITE BOUNDARIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION. IMMEDIATELY NOTIFY UEB ENGINEERING OF ANY DISCREPANCIES. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OF BUILDING TO THE BACK OF CURB, OR TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY REPLACEMENT WILL BE AT THE CONTRACTOR’S EXPENSE. VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF LIEB ENGINEERING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ENGINEER. CONTRACTOR SHALL FOLLOW STATE REQUIREMENTS FOR SURVEY PRACTICES FOR CONSTRUCTION LAYOUT WORK. THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE TV) FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF CONNECTION AT THE BUILDING. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OF CONNECTION AT THE BUILDING. NOTIFY CIVIL ENGINEER, LIEB ENGINEERING OF ANY DISCREPANCIES. BACKFLOW PREVENTION AND METERING SHALL BE PROVIDED ON THE FIRE, DOMESTIC, AND IRRIGATION SERVICES IN ACCORDANCE WITH THE FAIRHOPE PUBLIC UTILITIES (FPU). WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE FAIRHOPE PUBLIC UTILITIES (FPU) REQUIREMENTS. ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 36” COVER UNLESS OTHERWISE INDICATED ON PLANS. ALL SANITARY SEWER MAINS AND LATERALS SHALL BE PVC SCH 40 UNLESS OTHERWISE REQUIRED BY THE FAIRHOPE PUBLIC UTILITIES (FPU). ALL UNDERGROUND ELECTRICAL, TELEPHONE, AND CABLE TV SHALL BE INSTALLED IN PVC CONDUIT OR CONCRETE ENCASED DUCT BANK WITH PULL WIRE MEETING FAIRHOPE PUBLIC UTILITIES (FPU) REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SPECIFIC INFORMATION. FPU INSPECTORS REQUIRE CONTRACTOR TO NOTIFY WITHIN 48 HOURS NOTICE FOR OBSERVING BACKFILLING AND COMPACTION OPERATIONS NO BACKFILL IS AUTHORIZED UNTIL FPU INSPECTOR HAS APPROVED INSTALLATION METHODS. UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6 INCH LOOSE LIFTS. FILL SHALL BE COMPACTED TO 98% STANDARD PROCTOR AND OPTIMUM MOISTURE CONTENT WITHIN ±3%. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FOR BEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH SAND. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING, HARDSCAPE, SIDEWALKS, ETC. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING PAVING, HARDSCAPE, SIDEWALK ETC. AND REPLACE IN LIKE KIND AND RESTRIPE AS NECESSARY. BACKFILL TRENCH FULL DEPTH WITH SAND. ALL WATER AND SEWER PIPING TO BE INSTALLED AS PER 2018 INTERNATIONAL PLUMBING CODE AND LOCAL ORDINANCE. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST EDITION AND REVISION OF PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN FOR ALL CONSTRUCTION WITHIN WORK AREAS SHOWN AND DESCRIBED IN PART VI OF THE MUTCD. PERMANENT ROADWAY SIGNS OR TEMPORARY CONSTRUCTION SIGNS WHICH ARE NOT APPLICABLE OR INAPPROPRIATE FOR THE CURRENT CONDITIONS SHALL BE COVERED OR REMOVED. THE DIMENSIONS SHOWN OR DESCRIBED FOR LOCATING CONSTRUCTION SIGNS ARE NOMINAL. THE ACTUAL DIMENSIONS SHALL BE ADJUSTED TO BEST FIT LOCAL CONDITIONS AND PROVIDE MAXIMUM VISIBILITY. IF TRAFFIC CONTROL DEVICES ARE NECESSARY FOR PROPER WARNING AND TRAFFIC CONTROL AFTER SUNSET, THEN AS A MINIMUM, TYPE "B" WARNING LIGHTS SHALL BE PLACED ON THE FIRST WARNING SIGN AND CHANNELIZING DRUM AND TYPE ”A’ REFLECTIVE SHEETING SHALL BE REQUIRED ON ALL SIGNS. HAZARDOUS CONDITIONS ON OPEN ROADWAYS SUCH AS PAVEMENT DROP-OFFS IN EXCESS OF 2”; CONSTRUCTION MATERIALS, VEHICLES, OR EQUIPMENT STORED OR PLACED WITHIN THE ROADWAY RIGHT-OF-WAY; AND OPEN TRENCHES ACROSS OR NEAR THE ROADWAY SHALL NOT BE ALLOWED UNLESS THE CONTRACTOR IS ON SITE AND WORKING, AND PROPER TRAFFIC CONTROL MEASURES ARE BEING TAKEN. THE CONTRACTOR SHALL KEEP OPEN ROADWAYS CLEAN AND FREE OF CONSTRUCTION DEBRIS, DIRT, LOOSE GRAVEL OR OTHER MATERIAL THAT MAY CAUSE HAZARDOUS DRIVING CONDITIONS. TRAFFIC CONTROL DEVICES SHALL MEET THE STANDARD MATERIAL AND INSTALLATION REQUIREMENTS SPECIFIED IN THE CURRENT EDITION OF THE AL.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. ROADWAYS AND DRIVEWAYS SHALL REMAIN OPEN DURING CONSTRUCTION. CHANNELIZING DEVICES SHALL BE PLACED AT 10’ ON CENTER ALONG MINIMUM 20’ RADII TO CHANNELIZE TRAFFIC INTO AND OUT OF INTERSECTING ROAD AND DRIVES WITHIN AREAS WHERE CHANNELIZING DEVICES ARE REQUIRED. TEMPORARY REGULATORY SIGNS SUCH AS STOP SIGNS AND YIELD SIGNS SHALL BE PLACED AS NECESSARY FOR PROPER TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD. STANDARD LANE CLOSURE TIMES ARE 9AM-3PM MONDAY-FRIDAY FOR ALDOT ROUTES. SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OF REGISTRATION”(NOR) FROM ADEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE IS AT ALL TIMES IN ACCORDANCE WITH ADEM RULES & REGULATIONS. DOCUMENTATION OF INSPECTIONS BY A Q.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY AND ALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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. 1. 2. 3. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO FIELD LOCATE ANY AND ALL UTILITIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO LIEB ENGINEERING IMMEDIATELY. THE CONTRACTOR SHALL EXERCISE DUE CARE TO PROTECT THEM FROM DAMAGE DURING EXCAVATION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. ALL EXCAVATIONS SHALL ADHERE TO THE PROVISIONS OF THE MOST CURRENT OSHA STANDARDS AND SPECIFICATIONS. THIS PROPERTY IS IN ZONE "X” AS PER THE MAP BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION COMMUNITY PANEL NUMBER 661 OF 1100 FOR BALDWIN COUNTY AND MAP NUMBER 01003C0661M AS PER REVISED MAP DATED APRIL 19, 2019. SURVEY DATA WAS COMPILED FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY GONZALEZ - STRENGTH & ASSOCIATES, INC. LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 10. STORM DRAINAGE INLETS SHALL BE LOCATED AT THE LOWPOINTS. NOTIFY UEB ENGINEERING OF ANY DISCREPANCIES. 11. CONTRACTOR SHALL PROVIDE FOR PERSONNEL AND VEHICULAR PROTECTION AT ANY OPEN EXCAVATIONS IN ACCORDANCE WITH 29 CFR PART 1926 AS WELL AS ANY REQUIREMENTS FOR EXCAVATIONS GREATER THAN FOUR (4) FEET IN DEPTH. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING ADJACENT TO EXISTING STRUCTURES AND UNDERGROUND UTIUTIES DURING ALL EXCAVATION OPERATIONS. TYPE OF SHORING AND PROCEDURE TO BE FOLLOWED MAY BE SUBJECT TO THE ENGINEER’S REVIEW BUT THE STRUCTURAL ADEQUACY OF THESE SYSTEMS, AS WELL AS DAMAGES TO THE EXISTING FACILITIES, ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITE GEOTECHNICAL ENGINEER. 14. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. SAND BACKFILL SHALL BE INSTALLED IN 12” LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR. 15. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED. 16. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS MAINTAINED THROUGHOUT CONSTRUCTION. PONDING AND STANDING WATER SHALL BE KEPT TO A MINIMUM. 17. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. THE SLOPE IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. HANDICAP RAMPS SHALL NOT EXCEED 1:12 SLOPE IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. 18. THE FINISHED GRADE SHALL SLOPE AWAY FROM THE BUILDING(S) AT LEAST 1.0%. THE FINISHED GRADE SHALL BE 6” BELOW THE BUILDING FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED ON DRAWINGS. WATERPROOFING SHALL BE REQUIRED AT ALL LOCATIONS WHICH THE FINISHED GRADE IS ABOVE THE FINISHED FLOOR ELEVATION. CONTRACTOR SHALL NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. 10. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED AT THE END OF EACH WORKDAY. 11. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY 12. ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS OTHERWISE INDICATED ON THE LANDSCAPE PLAN. 13. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED. 14. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC. 15. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED. 16. 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. 17. 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. 18. 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. 19. 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. 20. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH ALDOT SPECIFICATIONS SECTION 652 AND 656. 1/1111111199——— 1/20/2026 THE LIMITS OF CLEARING SHALL BE AT THE EDGE OF PROPOSED GRADING OR THE PROPERTY LINE, WHICHEVER IS LESS. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING. ALL TOP SOIL WITHIN LIMITS OF CONSTRUCTION (5’ BEYOND THE BUILDING FOOTPRINT AND 3’ BEYOND PAVEMENTS AND WITHIN THE LIMITS OF GRADING) SHALL BE STRIPPED AND STOCKPILED ON SITE IN AN APPROVED MANNER. TOPSOIL SHALL BE SPREAD 6" DEEP ON ALL NON HARDSCAPE AREAS TO BRING TO FINISHED GRADE. ANY EXCESS TOPSOIL SHALL BE DISPOSED OF OFF SITE IN AN APPROVED MANNER. IN CUT AREAS, SUBGRADE SHALL BE SCARIFIED A MINIMUM OF 1’ AND RECOMPACTED BEFORE PLACING FILL OR ANY OTHER IMPROVEMENTS. RECOMPACTION SHALL MEET THE SPECIFIED DENSITY AND MOISTURE CONTENT IN GRADING NOTE #6 AND #7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT HAS BEEN INITIALLY PREPPED DUE TO INCLEMENT WEATHER AND CONSTRUCTION TRAFFIC. ALL STRUCTURAL FILL MATERIAL SHALL EXHIBIT CL, SP, SP-SM, SM OR SC CLASSIFICATION ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM HAVE A MAXIMUM OF 10% SOIL FINES PASSING THE NO. 200 SIEVE HAVE A MAXIMUM LIQUID LIMIT (LL) OF 50 HAVE A PLASTICITY INDEX (PL) OF 25 HAVE A MINIMUM STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OF 110 PCF. MATERIAL SHALL BE PLACED IN 8” LOOSE LIFTS AND EACH LIFT COMPACTED TO 98 PERCENT STANDARD PROCTER DENSITY AS PER ASTM-D698, AT A FIELD MOISTURE WITHIN ±2 PERCENT OF OPTIMUM. ON SITE SOILS FREE OF ORGANICS AND DELETERIOUS MATERIALS AND SATISFYING THE SPECIFICATIONS PROVIDED ABOVE MAY BE STOCKPILED AND USED AS STRUCTURAL FILL. PIPE BEDDING SHALL BE "SELECT SAND.” THE MATERIAL SHALL CONTAIN LESS THAN 10% PASSING THE #200 SIEVE AND 90% OR LESS PASSING THE #40 SIEVE, BY WEIGHT. MATERIAL SHALL BE PLACED IN 8” LOOSE LIFTS AND EACH LIFT COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY AS PER ASTM-D698, AT A FIELD MOISTURE WITHIN ±3 PERCENT OF OPTIMUM. ON SITE SOILS FREE OF ORGANICS AND DELETERIOUS MATERIALS AND SATISFYING THE SPECIFICATIONS PROVIDED ABOVE MAY BE STOCKPILED AND USED AS STRUCTURAL FILL. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL FOUNDATIONS, PAVING, ETC.. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC, SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, OR MOISTURE CONDITIONED AND COMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT SPECIFIED. FINISHED GRADES ARE SHOWN ON THIS PLAN. CONTRACTOR SHALL MAKE THE APPROPRIATE HOLDDOWNS FOR SUBGRADE ELEVATIONS. Page 175 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' | ZONED: B-2 1 \0) 1 I I — 0l-XtNG) o o a VI co O)38N2 I 0 4-1V 245' 20‘—1 NT44oUX 0 E o - 20’PI _ 33l () 2.IX433l -UGP UGFVO33• UNGC- . UNGC-2A‘uGP!hi SS SS SS —SS SS ---------- SS ----------- SSQD.o I O 3 s([48 8jsylubbe6 FFE:119.00‘/M LL 1 4 Y ©JGP— NATNATAS O=REQ‘tcowNMN 89°52‘36" W ITT L I Ad ( I ZONED:B-2 I G -A / .0 .00 O (Q I'110’ BUILDING SeTBACeDRAINAGE I iilI7.5’ DRAINAGE &U. rv UTILITY EASEMENT 26L|\ R l (R) I I V \ \ ■ / / 374.36'(M) 374.30'(R) REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) V V \/ / 1 1 \---- -4— i L REQ’D: "DO NOT ENTER” SIGNAGE ACCESS, UTILITY & DRAINAGE EASEMENT PER SLIDE 3020F CROSS HATCHED AREA NOT INCLUDED IN CONTRACT ( AC REQ’D: 4’ TALL WOODEN FENCE (SEE DETAIL SHT.) REQ’D: HANDICAP SIGN, SYMBOL, AND STRIPING (SEE DETAIL) S 89°52'39" E . 373.99‘(M)373.96‘(R) SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87' FL OUT: 105.81' 15 BUILDING SETBACK DRAINAGE, UTILITY & PEDESTRIAN EASEMENT PER SLIDE 3020F I I REQ’D: 18” CURB & GUTTER (SEE DETAIL SHT.) N N. REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: CONCRETE PAVING (SEE DETAIL SHT.) REQ’D: DIRECTIONAL ARROW REQ’D: STANDARD DUTY ASPHALT PAVING (SEE DETAIL SHT.) REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) 15’ UTILITY & DRAINAGE EASEMENT REQ’D: PEVIOUS CONCRETE PAVING (SEE DETAIL SHT.) L REQ’D: -DUMPSTER ENCL< > (SEE ARCHITECTO 15’ UTILITY & DRAINAGE EASEMENT REQ’D: CONCRETE SIDEWALK (SEE DETAIL SHT.) xd. I I I I I V a » 1 I ZONED: B-2 I / ■ I I I 8 Z 5 == 2 ‘ &36 Rg BAY NEETTE, AL EASFD 83 is! 3 f % -44 /// A L REQ’D: CONCRETE SIDEWALK (SEE DETAIL SHT.) LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 . y DLIDE DUEUR FST ROCKWELL I PQ BOX 579 % LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 & UTILMENT ' O I 8I □ 33 00-—&0 - REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) I. | r | I |i l jlh I E I I ! (I I / / 1PT1 $ 3 O o 8 I I G I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. I ) ■ ■ ( I SITE DATA:O O 7 (2 ARE COMPACT) 22’-2" G) UGP— UGI L7 SS SS r 6I 2,887 S.F. (0.07 AC.) (06.69%) 2,887 S.F. (0.07 AC.) (06.69%) 16,588 S.F. (0.38 AC.) (38.38%) 23,522 S.F. (0.54 AC.) (54.55%) 23,522 S.F. (0.54 AC.) (54.55%) COUNTY ZONED HDR: HIGH DENSITY RESIDENTIAL DISTRICT 8 9 / J 10. PERCENTAGE IMPERVIOUS AREA EXCLUDING BUILDING: 11. PERCENTAGE LANDSCAPING: 12. PERCENTAGE GREENSPACE: PROPOSED USE: ZONING: TOTAL AREA: BUILDING S.F.: PARKING SPACES REQUIRED: PARKING SPACES PROVIDED: BUILDING HEIGHT: TOTAL GROSS FLOOR AREA: PROPOSED BUILDING COVERAGE: OIL CHANGE BUSINESS B-2 GENERAL BUSINESS 0.99± AC. (43,029 S.F.) 2,887 S.F. 6 9 9 2 4 5 6 I. I / / $ 1111111999 LINE L1_ L2 L3 DISTANCE 19.84’ 25.06’ 14.81’ BEARING_____ N 60'51’32’’ W N 00'08’14” E N 89'50’15” W I I I I C I I I I I I I I I I I I I I I I I ’ ' \ ' \ I I I I I I I I I I I I I I I I I I I . I ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I । I । I. -I I i l t I I SS GO 0) I I 111 Tm 7 / REVISIONS FAIRHOPE JIFFY LUBE ABA/7go SITE PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1"=20'JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C3.0 DCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF3 11 No. 31204 PROFESSIONAL) 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 A B C D LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _________ ISSUED FOR REVIEW ADDRESSING CITY COMMENTS ADDRESSING OWNER COMMENTS ADDRESSING CITY COMMENTS 1/20/2026 2/4/2026 2/5/2026 3/5/2026 1/1111111199——— 3/5/2026 LEGEND ]STANDARD DUTY ASPHALT PAVING LZ3 CONCRETE PAVING [PERVIOUS CONCRETE EXISTING ASPHALT PAVING SH E L D R I V E PU B L I C R O W ) ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . Page 176 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 11661 11663 1164 1170 11736 11720 1164 1167 1163 11631 1164 11676 1167 1167 1166 11664 11664 116641166 1152 11631 11666 11625 11637 11620 11600 1163 1161 11647 1163 11221122 1133711636 11647 11302 11247 1134111347 11663 1167 1160 1172 11764 11672 11703 11747 1174 117 107 1012 1050 11574 11544 114 1151 1147 11471 1142 11507 11554 11563 1151 11637 11656 11671 116 11735 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' || ||| l 0) I I N0 o a 1117.33--117.85 COI II*1-118.25 I-118.00 118.55- ■117.65117.99-118.45-■118.13 ■118.25 -117.39 116.84-/ll643 5 111111111111 118.84—/ 118.46--118.96 .867[l IO.O ___118.96 io 50) 11900 0.00:118.96- 118.99 118.00 118.84- PLACE 5ISLIDE 3020F >118.0 ■118.86 UNcBAY118.67-44 < '18.96118.96 -117.05 115.85-118.69- -117.10.118.36 118.05- ■I ()115.90-2.1 —N USP118.98 -UGP, > 118.96 UNGC- . UNGC- I -118.90 SS SS SS S SS SS ---------- SS ----------- SS117.D.T-118.41 1116.90-118.96 116.63= I &118.89 117.201'118.96 118.96 118.79- 118.77- 118.83-11118.96--117.00- —116.73-11888 |OTJJGP_— NAT GASN/AS O19.33 W tNMN 89°52‘36" W tn4— L REQ’D: ■118.96 1 18.90 118.57- UNGC_ 374.36°(M) 374.30'(R) 117.65- GP ■ / / V \ \ 6 0) 1N.200 / 1 1 V S 89°52'39" E 373.99'(M) =373.96‘(R) REQ’D: 38 LF. OF 18" RCP @ 0.50% SLOPE REQ’D: CONNECT 4” HEADER PIPE TO 4” PERFORATED PVC PIPE (SEE PERVIOUS PAVER DETAIL) REQ’D: DOUBLE WING "S” INLET TOP EL.=117.34 INV. EL= 114.19 (SEE DETAIL SHT.) REQ’D: SINGLE WING ”S” INLET TOP EL= 118.35 INV. EL.= 115.19 (SEE DETAIL SHT.) REQ’D: ROOF DRAINS (SEE MEP PLANS) REQ’D: 104 LF. OF 18” RCP @ 0.50% SLOPE LINE L1_ L2 L3 REQ’D: 96 LF. OF 18” RCP @ 0.50% SLOPE 118.62 + * \ V \ REQ’D: SINGLE WING ”S” INLET TOP EL=117.91 INV. EL=114.67 (SEE DETAIL SHT.) II II II II 4” HDPE HEADER PIPE @ 0.5% MIN. _________/ REQ’D: 8” HDPE HEADER PIPE @ 0.5% MIN. DISTANCE 19.84’ 25.06’ 14.81’ BOX 579 HNETTE, AL 36507 I I + ylulbe n 19.00‘ 117.01— 111 117.03—' \ 117.05- + || \l 4 REQ’D: 3:1 SLOPED PAVED HEADWALL INV. EL=114.00 BEARING________N 6051′32” W N 00°08’14” E N 89°5O’15” W — // V — I J i I I I 00/ F 18.61-1 \ I + 1 I * p 8 • • $118.13V118.12 A 118.16— LOT2X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 % I + L -118.03 117.53 llll 11 17.55, ’ 118,06 Y. \ V.*1 IIIHITJHTHE . \ 182ROCK118.50- IN I + I 1 118.63— O I 8 I c RESL REQ’D: SUMP, SIZING & LOCATION (SEE MEP PLANS) L REQ’D: A/C CONDENSING UNIT (SEE MEP PLANS) - I Ui । ।+ i i I Y | ■ ( I o o I I J 9 I . I. I / / To I co 0) SS * I + I I I I I I I I I I I ' ' \' \ I I I I I I I I I I I I I I I I I +1 1 . I ■ I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I + I I I I I I I I I I I I I I I I 11 11 I I I .1 1 II I 11 T4 I / I I I I I I I I I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES.1. . |G) + UGPUGI 4+ r' -ss ss G rQ2 XXX |2 I 6 9 $ 7 / REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7go GRADING & DRAINAGE PLAN2/4/2026 2/17/2026 <GSTERFOFAIRHOPE, AL §* OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C4.0 CCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF4 11 No. 31204 PROFESSIONAL) 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 A B C LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 __________________ ISSUED FOR REVIEW __________ ADDRESSING CITY COMMENTS ADDRESSING ARCHITECTURAL COMMENTS 1/1111111199——— 2/17/2026 LEGEND STANDARD DUTY ASPHALT PAVING CONCRETE PAVING [PERVIOUS CONCRETE 5 EXISTING ASPHALT PAVING E E □ 3 UC T - - - - - - - ; / UG P 7 A A // 44 s 11 ‘I ‘ * \ 9 C O 9 2 N Zm 3 Y \ nm ) z8 O 3. 5 \ \ \ RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) * . % % ,2 20 0) 20 . OA L ~ 7 T 1— O sa g e 88 5 5 99 2 2 22 8 5 A o- Xo . —y -U G P dO f ' ' B U S H E L D R I V E ' (5 0 ’ P U B L I C R O W ) tt + + X2 G G G G G 60 0 5 0 0 XW , 6 6 T I l 3 ( S 0 . 8 1 . 0 0 N ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . Page 177 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' c REQ’D: 48"x48” ELECTRICAL TRANSFORMER PAD (COORDINATE WITH MEP) REQ’D: 2” WATER SERVICE, METER AND BOX TO BE INSTALLED PER FAIRHOPE PUBUC UTILITIES STANDARDS AND SPECIFICATIONS REQ’D: UNDERGROUND POWER AND COMMUNICATIONS (COORDINATE WITH ELECTRICAL PLANS & LOCAL PROVIDER) REQ'D: NATURAL GAS SERVICE (COORDINATE W/ FAIRHOPE PUBUC UTILITIES) LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 L 1PT1 G A / .0 .00 O (Q l-A 10' BUILDING SeTBAC e AM"DRAINAGE 7.5’ DRAINAGE &UTILITY EASEMENT 26o \ \ SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87’ FL OUT: 105.81’ REQ’D: 4” PVC GRAVITY SEWER LATERAL @ MIN. 1.0% SLOPE I I I EASFD -1 /// & UTIIMENT ' ilil|i l ll II! I I - I Ui i i — r T4 11 i ii O I II 0) I I.I \ I IItNo 0 O I —5 1 0) *1 1.I X 4 1.71341111111111111 1&2 ROCKWELL I 4UNGC-UNC -UN NBAY882.44rO°812 44■I ।() I -UGP -UGFB\o UNGC- . UNGC-UGPI!I SS - —— SS SS —SS SS\I5i UIIFE:119.00‘L1 -GP |OTJGPA— NAT GASN/AS OIWNMN 89°52‘36" MMAI in 1 । । MARK CURB FOR SEWER LOCATION WITH THE LETTER ’S’ (SEWER) SHALL BE ENGRAVED OR IMPRINTED ON THE VERTICAL FACE OF THE CURB AND GUTTER, OR ON THE HIGH POINT OF A ROLLED CURB, ALIGNED WITH THE RESPECTIVE SERVICE CLEANOUT AT THE PROPERTY LINE/ROW. I I O) I, II V \ \ ■ I / 374.36 (M) 374.30‘ (R) / / GO 0) 6 0) FAIRHOPE PUBLIC UTILITIES NOT RESPONSIBLE TO REPAIR ASPHALT, CONCRETE DRIVEWAYS, OR OTHER HARDSCAPING OVER THE SEWER LATERAL AND CLEANOUT MONUMENT THAT IS WITHIN THE UTILITY EASMENT/ROW. I L 3 VERIFY SEWER LATERAL CONDITION, THE PLUMBER MUST ENSURE THAT THE CITY’S SEWER LATERAL CONNECTION AT THE PROPERTY LINE/ROW IS INTACT, UNOBSTRUCTED, AND PROPERLY SLOPED ALL THE WAY TO THE SEWER MAIN LINE PRIOR TO CONNECTING TO THE NEW BUILDING SEWER SYSTEM. S 89°52'39" E 373.99'(M) =373.96‘(R) LINE L1_ L2 L3 REQ’D: OIL/WATER SEPARATOR (SEE MECHANICAL DWG’S) REQ’D: SEE MEP PLANS FOR CONTINUATION PLACE SLIDE 3020F DISTANCE 19.84* 25.06’ 14.81’ REQ’D: PVC SEWER CLEANOUT (TYP.) (SEE DETAIL SHT.) BOX 579 "IETTE, AL 507 BEARING_____ N 60“51’32” W N OO°O8’14” E N 89'50’15” W V — I I I I _ _______/ I I • I I I V\ \ \ p 8 % X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 | I O I 8I SS----- SS 15 SS / / U $ I NOTES: 2.I 3. Y 5. 6. ■ (8. 9. I 10 O o UGPUGIL7 SS r 4I / J SEE SHEET C2.0 FOR GENERAL NOTES. 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. COORDINATE OIL/WATER SEPARATOR SIZE WITH MEP DRAWINGS. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE (FOG)-INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS-SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE UNE. THIS UNE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG-PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING’ S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THE GREASE INTERCEPTOR. THE GREASE INTERCEPTOR SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC) SECTION 1003.3.5, ASME A112.14.3, AND APPLICABLE LOCAL REGULATIONS INCLUDING FAIRHOPE BUILDING STANDARDS. THE INTERCEPTOR TYPE (HYDROMECHANICAL OR GRAVITY), LOCATION, CAPACITY, INVERT ELEVATIONS, PIPE SIZE AND SLOPE, FLOW DIRECTION, CLEANOUTS, AND MANHOLES, AND ACCESS SHALL BE CLEARLY INDICATED ON THE PLUMBING PLANS. ALL GREASE WASTE PIPING SHALL BE LABELED AND SIZED APPROPRIATELY, WITH CLEANOUTS PROVIDED PER CODE. MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILITY OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. BUILDING WILL NOT REQUIRE A SPRINKLER SYSTEM. 6 9 REQ’D: 4” GRAVITY SEWER LATERAL TO BE INSTALLED PER FAIRHOPE PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS 8 I. I / / $SS REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7go UTILITY PLAN2/5/2026 2/17/2026 <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1 ”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C5.0 CCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF5 11 No. 31204 PROFESSIONAL) NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 A B C LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _______________ ISSUED FOR REVIEW ADDRESSING OWNER COMMENTS ADDRESSING ARCHITECTURAL COMMENTS 1/1111111199——— 2/17/2026 LEGEND [STANDARD DUTY ASPHALT PAVING tg CONCRETE PAVING PERVIOUS CONCRETE 5888 EXISTING ASPHALT PAVING RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 90 2 2 22 0 s 1C G ) ga g e 82 3 5 “2 . 6 6- - - - - - - -- - !$ 6- - - - - - - 8 28 11 8 l’ g Q o § i se e 20 2 . 82 s 82 5 . Page 178 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' EROSION CONTROL LEGEND 0)\ L G A / .0 .00 O (QA10' BUILDING SETBAC eDRAINAGE 7.5’ DRAINAGE &UTILITY EASEMENT 26 \ \(R) 374.36°(M) 374.30‘(R) I SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87’ FL OUT: 105.81’ » 1 I ZONED: B-2 I REO’D: CONCRETE WASHOUT (SEE DETAIL SHT.) -1 /// EASFD LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 & UTIL MENT ' O o ID((o)(O ISBSB(wIP)V WIP 0)I I*1 I 4tel WIP IUJIIHITITIC . . 1&2 ROCKWELL ==== IIIII Hill III d—PLACESS 5 UNGC_NGC .UNGC- | UNcBAY8 22 $++rO9 Til 111 I1812 Z ()2.0I -UGP\O UNGC- . UNGC-—I (CEP)SS - —— SS .SS S SS---------- SS------------D I2I J0%febe-tFFE: 119.00’L1 -GP |OTJGP— NAT GASAS SB O —N8952 • 30W- 1 I I I I III i | i I | I P— O T I I /8 I I I _))______/ I I V —373.9(M)— - — —373.96(R) % III O 8 • . SLIDE 3020F FST ROCKWELL I PQ BOX 579 %'ll NESETTE, AL I I L- ---MALSAM. I I L 0)7 I 1.I \ I / // I• I I hi V\ \ \ \ V \ ------\- (WIP) LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 1 G7ft N811 -1 ! 4 I' ii; । Hl 11II! I I I ) EROSION CONTROL NOTES: 1. 2. ’ ( 3. I 5. O 6. G) 8. 9. 10. O 12. 13. 14. 15. UGPUGI 16.L 17.7 18. S$SS 19. r 20.Q2 21. AREAS, LATEST EDITION. 6I / J 9 6 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 & T 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 PUBLIC 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 I. I / / $ I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. 0) 0) LINE L1__ L2 L3 DISTANCE 19.84’ 25.06’ 14.81’ BEARING________ N 60'51’32’’ W N 00'08’14" E N 89'50’15" W 1 I II. I 1 I । I । I I I I I I I I I I I I I ’ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I | I ' I I I I I I I I I I I I I \ ' I \ I I I I I I I I I I I. I 1 II I I I — @ SILT FENCING CONSTRUCTION EXIT PAD CONCRETE WASHOUT WATTLE INLET PROTECTION OR SILT SAVER (OR APPROVED EQUAL) I tm i i i 11 7 / SS REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW EROSION CONTROL PLAN <GSTERFOFAIRHOPE, AL ☆ 1§* OWNER: DATE: 1/20/2026 1”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C6.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF6 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE 5 EXISTING ASPHALT PAVING L E □ □ I U w w G G RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 99 2 2 22 8 5 00 FE u I O 6E 9 8 05 4 . -U G P U dO f do f i BU S H E L D R I V E (5 0 ’ P U B L I C R O W ) ST A T E H I G H W A Y . 1 8 1 ■ ( P U B L I C R O W XA R I E S ) Page 179 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' I II O I II |I 0) I I.I \ 11 IING)o o a —1I 0) *1 1.I HHHHHHH--+H+H 1,$ SS 5 UNGC—NGC .UNGC- .44 V II .1I() 2.P—-UGP\O UNGC- . UNGC-/UGPISS - —— SS SS SS SS SS---------- SS------------is VII11 8jsylubberIFFE: 119.00’L1 -GP |OTJGP_NAT GASN/AS O WWM N 89°52‘36" W ETAC tnAgiyga“G““ I I ■ I / I I L / I S 89°52'39" E 373.99'(M) =373.96‘(R) GO 0) 1 I I I I V / • I I i _ _______/ •X O 8 | I BAY NEETTE, AL O I 8 2 • . SLIDE 3020F FST ROCKWELL I PQ BOX 579 4). 1&2 ROCKWELL , PLACE % 1 I I ! A LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 % ’%c V \ V \ \ \ \ — \- -------L I I I I H 11 111 Tm H+ LINE L1__ L2 L3 DISTANCE 19.84* 25.06’ 14.81’ BEARING________ N 60“51’32” W N OO°O8’14” E N 89'50’15” W n374.36'(M) 374.30'(R) O) 0) I | .1I. /1 11 I I I I I I / I I I I I I I I I I I I I I I I ' I I I I I I I I I I \ . I . I I I I I I I I I I I I I | I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r | I I I I I I I \' I \ I I I I I I I I I I I. I 1 I 1 I 1PT1 N8ilil ! < 4 i ll II! I SS / U $ I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES.1. I ) Q ■ ( I 0 O o / J 9 I I. | / / 7 I REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7A ISSUED FOR REVIEW PEDESTRIAN CIRCULATION PLAN <GSTERFOFAIRHOPE, AL ☆ 1§* OWNER: DATE: 1/20/2026 1 ”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C7.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF7 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND [ ]STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE 588882EXISTING ASPHALT PAVING PEDESTRIAN ROUTE ADA ROUTE S 11 4 . 9 9 ) 15 0 9 P // / s 11 7 89 2 Zm 3 mo b nm ) z8 O 3. 5 W W G G Yo . o. \ \ \ RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) % 1— O sa g e 88 5 5 3 X 99 2 2 22 8 5 A I UG P I \U / uG d G n UG P •U G P —U G P M --- - - - - W W UG UG P — do n /A ] GO GO I ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . Page 180 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' 0) 1 1 0) *1 O I L-IHLATC . 1&2 ROCKWELL .IIlli IPLACESS NGC .UNGC UNGC_ $++- ' . I() 2.—UGP\UNGC P— UNGC--UORssSS ■ —— SS SS SS SS SS---------- SS------------d \D. &jsylubbe FFE:119.00‘/M -GP IJ-to-"T -UGP-JGP— NAT GASTAS O W—WM N 89°52‘36" w I I I 373.99°(M) -373.96‘(R) ■ I / V 4- V \ \ l = I / / V \ \ \ c I I I I I I I V I I I I I I BAY NEETTE, AL _ _______/ s j * / ( I I ■ • . SLIDE 3020F FST ROCKWELL I PQ BOX 579 ) ■-.0 % "Nco =r—! l I --- J - 0) () "I 0)| 4 —1 ( I G I'W BUILDING SETBACsDRAINAGEUTII J N 7.5’ DRAINAGE & T1 1 1 I I I NAGE &/U. EASEMENT I I SANITARY MANHOLE TOP EL:115.19’ ■ FL IN: 105.87' ■ FL OUT: 105.81' J / / ’ ll" ’ ll III A Y63 s86 I (R) 374.36'(M) 374.3O'(R) LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 ■ ) ( o UGP- I I J 8 “O' 8 s _UCP— / I ■I \ 6 D ■ T I I I I I I I I.\I\ ■ LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 SS-------- a"liiiiiiii: LINE L1 L2 L3 BEARING________ N 60°51‘32" W N 00°08‘14" E N 8950′15” W DISTANCE 19.84’ 25.06’ 14.81’ NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7ZA ISSUED FOR REVIEW AERIAL OVERLAY <GSTERFOFAIRHOPE, AL *s§* OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C8.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF8 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND [ ]STANDARD DUTY ASPHALT PAVING EZ2 CONCRETE PAVING EXISTING ASPHALT PAVING I uG d G n w rn UG P ■ 2 8 0 0 2 3 S - 0 d0 BU S H E L D R I V E wo x o e e e c e e s n e e e e e c n c c e c g g g n g r s .O S ) 28 C dO Jo f — E ,t f 6 1 P= = S 0 0 ° 0 7 ' 0 5 " W cIL 0 I / m&W 1 " d s - — M W t N RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 02 6 5 55 * 2 s8 8 2 ze 0 W W /1 X T (W ) O 0 S I L 11 4 . 9 9 ( M ) V XS G G G — G - G G G t ( V 1 W „ w o e Pe a i wa s i We e . 00 0 . 0 0 0 0 ee l e l e . Pe e l e l e l e . we r e l e “r e r e r e t e r e " e r e r e r e r e ” oe VA R I E S ) (P U B L K R O W ST A T E H I G H W A Y 1 8 1 E2 2 we x — N 0 0 ‘ 1 5 ’ 4 7 " E 13 1 . 1 5 ’ ( M ) 13 1 . 1 6 ’ ( R ) Page 181 of 799 ISSUED FOR REVIEW SEALER (DETAIL N GREASED SLIP COVER JOINT A) / 24 LONG 3/4 0 SMOOTHMOOTH - C.T.C. \ KACo BAR @ 22” #3 9 15” O.C.E.W. 1/4/ SILICONE JOINT SEALER } SANDBLAST TOP 1 OF JOINT BEFORE SEALING JOINT SEALER DETAIL B SAW CUT JOINT 3/4” JOINT SEALER DETAIL A AT PQUR BREAKS AND ADJACENT TO EXISTING CONCRETE FRONT VIEW FENCE - TYPE A SBN.T.S. EXPANSION JOINTDOWELED AT POUR BREAKS JOINT SEALER (DETAIL B) 1/4” RADIUS 5 02 CUT ALTERNATE BARS AT JOINT CONTROL JOINT - TYP, CONCRETE PAVING DETAIL N.T.S. 1/4” WIDE X 1.5” DEEP GROOVE (SEE NOTE #4) 3/4’ PREFORMED JOINT SEALER NOTES: 1. CONTRACTOR SHALL INSTALL 4” OF CRUSHED AGGREGATE BASE COURSE, TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING 2. CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS 3. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN. 4. CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY. 5. EXPANSION JOINTS AT POUR BREAKS AND 100’ MAX SPACING. COORDINATE WITH CONTROL JOINTS. SILTCO T |FLOW SPECIAL NOTE: SIDE VIEW ( — MAX 10’ O.C. —CO T FABRIC WOVEN WIRE • (FENCE BACKING GRADE $9 2 S 98,5 1. USE 36” D.O.T. APPROVED FABRIC. 2. USE STEEL POSTS - ONLY. 232 LT 1. 2. 3. 4. CONSTRUCTION EXIT PADCEPN.T.S. A STABILIZED PAD OF CRUSHED STONE SPREAD OVER FILTER FABRIC SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. THE STONE SHALL BE ALDOT GRADATION NO. 1 STONE, FILTER FABRIC SHALL BE NONWOVEN GEOTEXTILE CLASS IV OR EQUAL. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY BY STREET CLEANING (NOT FLUSHING). WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. IF THE PAD SLOPE TOWARDS THE ROAD EXCEEDS 2%, A DIVERSION RIDGE 6” - 8” HIGH WITH 3:1 SIDE SLOPES MUST BE CONSTRUCTED ACROSS THE FOUNDATION APPROXIMATELY 15’ AWAY FROM THE ROAD AND DRAIN INTO A SEDIMENT TRAP OR BASIN. 50' TYPICAL 12” MIN. ’O' TYPICAL ISOMETRIC VIEW EXISTING GRADE 50' MINIMUM 1 ELEVATION SPECIAL NOTES : HARD SURFACE/ PUBLIC ROAD CLASS IV GEOTEXTILE (SEE NOTES) HARD SURFACE/ PUBLIC RO/ AGGREGATE SHALL BE ALDOT COARSE GRADATION NO.1 CLASS IV GEOTEXTILE (SEE NOTES) WOODEN STAKE DETAIL A OWATTLE WATTLE po CURB INLET PROTECTIONa WOODEN STAKErPLAN VIEW WATTLE STORM SEWER INLETqot n WATTLE FLOW GRADE V 2 DETAIL BDROP INLET PROTECTION DETAIL A O WIP WOODEN STAKE (SEE DETAIL B) FLOW DO NOT PENETRATE CORE MATERIAL WITH WOODEN STAKE — GRADE PLACE ANCHOR THROUGH NETTING PLACE ANCHOR THROUGH NETTING DO NOT PENETRATE CORE MATERIAL WITH WOODEN STAKE WOODEN STAKE WATTLE NOTE: WATTLES MAY BE A STRAW WATTLE, A 57 STONE WATTLE, A CURLEX SEDIMENT LOG, OR APPROVED EQUAL. e (XN m STORM SEWER INLET STORM SEWER INLET o X 6109080 WATTLE INLET PROTECTION N.T.S. CONSTRUCTION SPECIFICATIONS 2 IN 10 FT TYP.% IN DIA. IN ----STAPLE DETAIL BINDING WIRE B STAPLESP SIArLtS / (2 PER BALE)E f/TYP. STRAW BALE (TYP.) PLAN SECTION B-B CONCRETE WASHOUT STRUCTURE DETAIL N.T.S. .IMPERMEABLE SHEETING — STAKE (TYP.) IMPERMEABLE SHEETING STRAW BALE (TYP.) WOOD OR METAL STAKES (2 PER BALE) 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.et X% IN DIA. —L STEEL WIRE — I 4 REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW CIVIL DETAILS <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C9.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF9 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 NOTE: 1. 2. -TEE WYE oCCma 3. CAPBEND 4. 5.PLAN VIEW N.T.S. 4" TYP./ MIN. 4" THICK GRAVEL BASE SDR 26 RISER TRENCH 45° MINIMUM 6. 1 UBU 1 SDR 26 CAP 7. D -TEE WYE ELEVATION VIEW N.T.S. STANDARD SANITARY SEWER DETAILSCITY OF /FAIRHOPE TYPICAL SANITARY SEWER LATERAL CONNECTION FINISHED GRADE SDR 26 SEWER CLEANOUT W/ 2" RECESSED NUT CAP 6" MIN* R/W, PROPERTY, OR EASEMENT LINE CITY OF FAIRHOPE PUBLIC UTILIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 18" MIN* SANITARY SEWER MAIN SDR 26 BEND (MAX. 45°) CAST IRON MONUMENT BOX EJIW 1566 W/"S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER SANITARY SEWER LATERLS SHALL BE 4" SDR 26 UNLESS DIRECTED OTHERWISE BY THE OWNER, NON-SEIZE GREASE SUITABLE FOR USE WITH PVC FITTINGS SHALL BE APPLIED TO THE THREADS OF THE CLAENOUT CAP. NO HORIZONTAL BENDS SHALL BE ALLOWED BETWEEN THE MAIN AND THE CLEANOUT UNLESS APPROVED IN WRITING BY THE CITY OF FAIRHOPE. WHERE HORIZONTAL BENDS ARE ALLOWED, AN ADDITIONAL CLEANOUT SHALL BE INSTALLED AT EACH BEND. SDR 26 SEWER LATERAL DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOR THE BRANCH CONNECTIONS AND GASKETED PUSH-ON JOINTS FOR THE RUN CONNECTIONS. PVC LATERALS SHALL BE MARKED WITH 14-GAUGE COATED COPPER WIRE BURIED 3 TO 6 INCHES ABOVE THE TOP OF THE PIPE IN ACCORDANCE WITH SECTION 400.07 OF FAIRHOPE UTILITIES' STANDARD SPECIFICATIONS. THE END OF THE LOCATION WIRE SHALL STUB-UP AT THE CLEANOUT INTO THE MONUMENT BOX. CAST IRON MONUMENT BOX EJIW 1566 W/ "S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE DOUBLE-SWEEP TEE (BRANCH CONNECTION SHALL BE SOLVENT WELD JOIN AND RUN CONNECTIONS SHALL BE GASKETED PUSH-ON JOINTS TO PROHIBIT ROTATION OF THE RISER SECTION. WHERE THE SANITARY SEWER MAIN IS PVC C900, THE TEE-WYE SHALL BE GASKETED C-900. SANITARY SEWER LATERAL CLEANOUTS SHALL BE INSTALLED AS NEAR TO THE R/W, PROPERTY, OR EASEMENT LINE AS POSSIBLE. IF A CLEANOUT IS TO BE INSTALLED WHERE SIDEWALK IS EITHER EXISTING OR PROPOSED, IT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE R/W LINE WHERE PRACTICAL. IF THE SIDEWALK IS INSTALLED AT THE R/W LINE, THE CLEANOUT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE EDGE OF PAVEMENT IMMEDIATELY ADJACENT TO THE SIDEWAY. THE CLEAOUT SHALL NOT BE PLACED IN THE SIDEWALK OR A PAVED DRIVEWAY UNLESS APPROVED IN WRITING BY THE FAIRHOPE UTILITIES AND THE CITY OF FAIRHOPE. DATE ISSUED 11/25/20 SHEET NO. S-6 — STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER STACK SHALL REST ON UNDISTURBED SOIL CL E A R kb 1 1 / 2 (S E E N O T E 1/ 4 ” M I N . - t SE A L A N T - TH I C K N E S S - N 22389 2 kJ 5K3/ 8 ” M I N . SE A L A N T TH I C K N E S S 8- 4 51 SX % 31 6" D3 A k ** X * W X Page 182 of 799 ISSUED FOR REVIEW 3/4" PREFORMED JOINT SEALER 1” OVAL BACKER ROD JOINT SEALER DETAIL A AT POUR BREAKS AND ADJACENT TO EXISTING CONCRETE 1/4”332+9 SILICONE JOINT SEALER 1 SANDBLAST TOP 1” OF JOINT BEFORE SEALING 0)Et0 TYPICAL PIPE BEDDING AND 24” LONG 3/4” 0 SMOOTH o •BAR @ 22” C.2 #3 @ 15” O.C.E.W. 4 JOINT SEALER (DETAIL B) 1/4” RADIUS 51 darailug 100/2V — — CUT ACUT ALTERNATE BARS AT JOINT CONTROL JOINT - TYP. 1/4” WIDE X 1.5” DEEP GROOVE (SEE NOTE #4) 3/4” PREFORMED JOINT SEALER NOTES: 1. CONTRACTOR SHALL INSTALL 4” OF CRUSHED AGGREGATE BASE COURSE, TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING 2. CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS 3. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN 4. CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY. 5. EXPANSION JOINTS AT POUR BREAKS AND 100' MAX SPACING. COORDINATE WITH CONTROL JOINTS. JOINT SEALER (DETAIL A) GREASED SLIP COVER JOINT SEALER DETAIL B SAW CUT JOINT EXPANSION JOINT - DOWELED AT POUR BREAKS INITIAL BACKFILL DETAIL N.T.S. SELECT GRANULAR MA (SEE SPECIFICATIONS) _Y PLACED Ah ED SELECTED IN 6” LIHS € PARKING STALL 9* 12” 20’ C% 6” ..JiBLUE 2 € PARKING STALL (SEE HANDICAP SYMBOL AND STRIPING NOTE: REFER TO SITE PLAN FOR HANDICAP SIGN LOCATION. 4” WIDE BLUE STRIPING FACE OF GUTTER ifL —J1 PERVIOUS CONCRETE*) 11=111=111=111=1111III—II—III—III—IIIFteii=iii=m=lCOIISUBGRADEI—III=iH=m=m=iH=lHIII-III-II-III—m III—III—IV—III—II— ♦NOTE: REFER TO PERVIOUS CONCRETE PAVING SPECIFICATION FOR DETAILS. PERVIOUS CONCRETE PAVING N.T.S. TOP 12 INCHES - 98% COMPACTION (ASTM D-698) -'UNWASHED. #78 STONE 6 OZ. NONWOVEN GEOTEXTILE FABRIC 4" PERFORATED PVC PIPE. INSTALL ON DOWNHILL SIDE OF ROAD PARALLEL TO CENTER LINE AND CONNECT TO STORM SYSTEM. SSS 1-WIDTH VARIES- J 2’ WHITE TRAFFIC STRIPE PEDESTRIAN CROSSWALK N.T.S. CROSSWALK STRIPING TO COVER FULL WIDTH OF PAVEMENT AND TO TIE TO CURB AND GUTTER, OR OTHER CROSSWALK NOTES: 1. CROSSWALK LINES SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THE LINES SHALL NOT BE LESS THAN 2 FEET IN WIDTH. 2. CROSSWALK LINES SHOULD EXTEND THE FULL WIDTH OF PAVEMENT FROM CURB TO CURB OR TO THE EDGE OF THE INTERSECTING CROSSWALK. 3. FOR ADDED VISIBILITY, THE CROSSWALK AREA MAY BE MARKED WITH WHITE DIAGONAL LINES AT 45 DEGREE ANGLE TO THE LINE OF THE CROSSWALK. PAVEMENT MARKING MAY BE TRAFFIC STRIPING OR THERMOPLASTIC IIIIIIIIII (TYPICAL) / / 2‘ WHITF TRAFFIC STRIPF — / g 1 6 •— 1’-6” to.6”T -— 1’-6” (o TR j 2 —I - PAVING SLOPEoDO. 2 2’-0”L 24” CURB & GUTTER N.T.S. NOTES: 1. SLOPE GUTTER AS SHOWN ACCORDING TO PAVING SLOPE. 2. 3/4” EXPANSION JOINT REQUIRED AT P.C.’S AND P.T.’S OF ALL CURVES, AT STRUCTURES (CURB INLETS, WHEELCHAIR RAMPS, ETC.) AND EVERY 100' MAX. WITH FILLER MATERIAL. 3. 3/16” SAWED JOINTS REQUIRED ON 20’ INTERVALS. 4. 3,000 PSI CONCRETE UNLESS STATED OTHERWISE. PAVING SLOPE: N.T.S. CONCRETE PAVING DETAIL - _/ SE SECTION VIEW0.9” DIA. 2.35” - N T PLAN VIEW DOME PAVER DETAIL NJ NOTES: 1. SEE PLAN FOR LOCATION AND EXTENTS OF PAVERS. OOO — O OO O O-f © 2.35242.35* — 8O FOR VAN ACCESSIBLE SPACES FINISHED GRADE 3,000 PSI CONCRETE HANDICAP SIGN N.T.S. 6” DIA STEEL PIPE BOLLARD, W/ BOLLARD COVER BL-1 BY IDEAL SLEEVE (YELLOW OR GRAY), IF SIGN IS IN LANDSCAPE AREA, SIGN POST WILL BE DRIVEN INTO GROUND 36” MIN. VAN ACCESSIBLE NOTES: 1. HANDICAP PARKING SIGN SHALL CONFORM TO ALL GOVERNING REGULATIONS. 2. HANDICAP SIGN SHALL BE 12” x 18”x 0.08”, FASTENED WITH TWO EACH 3/8” CADIUM BOLTS, NUTS AND WASHERS. 3. POST SHALL BE 1.75” x 3-1/2” HEAVY DUTY GALVANIZED. N.T.S. TAPE OR STRAPPING PIPE JOINT PIPE JOINT WRAP N.T.S. "THOMPSON’S WATER SEAL” nnmmmm CONCRETE FILL FENCE DETAIL N.T.S. 4x4 TRTD. WOOD POST 4x4 TRTD. WOOD POST NOTE: SEAL ALL WOOD WITH A MIN. (3) COATS 2x4 TRTD. WOOD FRAMING 2x4 TRTD. WOOD FRAMING 1x TRTD. WOOD PRIVACY FENCE 4’ HIGH 1x TRTD. WOOD PRIVACY FENCE 4’ HIGH 8” DIA. ( RESERVED PARKING 4" THINK CONCRETE IFINISHED GRADE =R1/8"L CONTRACTION JOINT 11/8” 3,000 PSI JOINT SEALER EXPANSION JOINT TYPICAL SIDEWALK DETAIL N.T.S. PRE-MOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 - 1/8” 11 6X6 W1.4XW1.4 WELDED WIRE REINFORCEMENT NOTE: --------- 1. CONTRACTOR SHALL PLACE A CONTRACTION JOINT EVERY 5 TO 10 FEET. 2. CONTRACTOR SHALL PLACE AN EXPANSION JOINT EVERY 15 FEET. 3. MAXIMUM CROSS SLOPE SHALL NOT EXCEED 2.0% (UNLESS OTHERWISE NOTED) 4’-0” to 8’-0” SECTION VIEW 1’-6” OVERLAP DRAIN PIPE NON-WOVEN FILTER FABRIC NOTE: JOINTS ON ALL STORM DRAIN PIPES SHALL BE WRAPPED WITH A NON-WOVEN FILTER FABRIC AS SHOWN IN THIS DETAIL. 18”D IFCONCRETE 2 O 4" - 30’ D.I. BEND =0)Z 4” X D” D.I. WYE ENCASE WYE IN CONCRETE CLEANOUT N.T.S. JOSAM #58490 CLEANOUT C.I. FERRULE AND BRASS PLUG IF LINE ENDS AT THIS POINT, A PLUG SHALL BE INSTALLED IN THE BELL. ( Q S L 2 th T — ENCASE V 0 22227(3 © STANDARD DUTY ASPHALT PAVING N.T.S. REQUIRED 2 INCH BITUMINOUS WEARING SURFACE (220 Ib/sy 3/4” MAX. AGG MIX) (ALDOT 424A) 6" CRUSHED AGGREGATE BASE (100% STANDARD DENSITY) (ALDOT 825) 24” A-2-4 STRUCTURAL FILL (COMPACTED TO 100% STANDARD DENSITY) CONCRETE SIDEWALK - WIDTH PER PLAN' R1' MIN. • • 82189 R1’ MIN. at - ■ CURB RETURN HANDICAP RAMP N.T.S. NEW CURB AND GUTTER TO BE SAME SIZE AS EXISTING. TIE TO EXISTING ENSURING SMOOTH TRANSITION AND NO PONDING OF STORMWATER FACE OF CURB RAMP EDGE TO BE FLUSH WITH GUTTER LINE SIDEWALK FLUSH WITH TOP OF CURB. INSTALL 1/2” EXPANSION JOINT 5.N. CLEAR wiOTH” REVISIONS FAIRHOPE JIFFY LUBE gl %CIVIL DETAILS <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C10.0 DCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF10 11 No. 31204 PROFESSIONAL) 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 A B C D LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _________ ISSUED FOR REVIEW ADDRESSING CITY COMMENTS ADDRESSING OWNER COMMENTS ADDRESSING CITY COMMENTS 1/20/2026 2/4/2026 2/5/2026 3/5/2026 1/1111111199——— 3/5/2026 5’ MIN. 1 1 / 2 (S E E N O T E 4 ) ! 4 T H I C K - 6 T O 1 5 P I P E 6” T H I C K - 1 8 ” A N D L A R G E R P I P E I 22R 5 — O ) VA R I E S © ■I l I N I J ,L 4’ T O E D G E OF P A V E M E N T 3q ©O 1 2 — i 3/ 8 M I N . SE A L A N T TH I C K N E S S 2 1 T Y P I C A L Page 183 of 799 ISSUED FOR REVIEW X" GROOVES XTHESE LIMITSI oO5m+-B)X 2@ vyvs@ MANHOLE A &eA"x"< «r-0"R6"me m2‘ ====2201 8'-0"S "A""B" -BEVELED RING ^#5 BARS @ 4”5 O.C. (MARK-D-D)#5 BARS @ 4" O.C. (MARK-C)1Zk (BENT): EQ’D.)MARK-E-C)LU.2 -1-#5 BAR BENT (MARK-E) -#5 PLAN OF RING PLAN OF COVER3‘-6"-6"O.C. (N -ARS @ 4" (MARK-D)He 1 \ —=O.C.-D)APPROXIMATE WEIGHT OF CASTING4'-6"5"2 - #5 BARS STRAIGHT ... 2WHEN REQ'D.SECTION "DD”The3%":-TB)]\EOUe—+T27"27"-I-3" 3" 3" 3" 3""C" St IROUNDED,12-#6 6"3-00/ —r—2-#6 BARS (MARK-A)0 6”/37 2 2-0" MIN:S'xf "B‘• #5 BARS @4" O.C. (MARK - B)K%" WIDE %6" DEEP 2 - #4 BARS%"SECTION "YY" NO CURB AND GUTTER WILL BE PAID FOR WITHIN THESE LIMITS NO CURB AND GUTTER WILL BE PAID FOR WITHIN THIS LIMITSSECTION "XX"2‘-0" MIN.6"6"—IPLAN6‘-0" 5‘-6"3‘-0" -6"3‘-0" MIN.4‘-0"2-#4TIE BARS2‘-0"MIN 16"I I %" CHAMFER24" LG. IN CURB (MARK-TB)r----- MARSEE BARS ABOVE VARIES I ROM 7 AMARK-A OUNDEDr 6"/1.ROUNDF16",5‘-6" 3‘-0"3MARK-BINLET COVERXY 6"®%" CHAMFERROUNDEDLONG (STRAIGHT) (MARK-F) 1 -1 %" 9 5 CURB&BEVELED RING4aVAet16"L GUTTERROUNDED6"--4 6" ROUNDED INLET COVER7.#5 BARS "E" /1 %""E""E”@ „ CONCRETEROUNDED ==-BEVE [2417" I _ I - 2 - #6 BARS BEVELED(MA 6" zi LWEEP‘HOLES SECTION ”C1-Cl"see o.——=4 L 2" WEEPHOLES BARS-G INLET,SECTION "AA"COVER 7 /BATTER SAME RATE AS CURB 48, ATw3PIPE CONNECTIONS NOTE TO CONTRACTOR:CURBK A8‘-0"-0'6" I FOR 36"-54" PIPE S 4 SLOPE BOTTOM //TO PIPE I, CURB AND GUTTER WHEN REQUIRED 2 - (NO. 4) TIE BARS, 2 LG. (IN CURB) MARK- 24"6"-TB□4 4 : it 6"R 1 (MARK-F)-EDGE OF COVER 71" MIN 1 L_ 99 PLACE1Oi6"CONC. PEDESTALig ENLARGED SECTION DETAILS82203DIRECTION OF FLOW EE52 2‘-0" (MIN) GUTTER WIDTH OF COVER SLAB ANDSECTION "EE"-S2825.7 DEPRESSED CURBPLAN5"4"9"GENERAL NOTES126" A oo/ 3N 2.O OT 5559 4 / 12200002727722 XOSTEEL 5" 2 3.E+2% DETAILS OF6":LADDER BARS NOT TO SCALE 3‘-6" TO 6‘-0" 2 - #5 BARS r-6'' 2'-7 %" 2'-0" ! 4" >D) 19‘-0" FOR 15"-30" PIPE 21'-6" FOR 36"-54" PIPE 13'-0" FOR 15"-30" PIPE 15'-6"FOR 36"-54" PIPE (OUT FLOWLINE) SECTION "CC" #5 BARS @ 4" CENTERS MARK-C AND MARK-D 19‘-0" FOR 15"-30" PIPE 21‘-6" FOR 36"-54" PIPE FINISH SURFACE TO CONFORM TO — CROSS SLOPE OF SIDEWALK 19‘-O" FOR 15"-30" PIPE 21‘-6" FOR 36"-54" PIPE CAST IRON RINGS CAST IRON COVEF 3" CLEARANCE AROUND INLET- 75 POUNDS 61 POUNDS WORKING POINT AND SURFACE ELEVATION 4 - DIAGONAL BARS #6 AROUND OPENING (LENGTH 2‘-9") MARK-M TOP OF CURB ELEV. SAME HEIGHT AS INLET COVERS . #5 BAR (MARK-E) HIGH POINT LOW POINT CAST IRON RING #5 BAR . (ONE RE (. E & #6 BARS - A #5 BARS - B (SEE PLAN) CURB & GUTTER WHEN REQUIRED LQ Q Z Hr Z Q - — CAST IRON RING 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) 5 5 m ROUNDED CORNER : STREET CURB WHERE DIRECTION OF FLOW IS FROM EACH END OF INLET, SIDEWING OPENINGS (AS SHOWN ON ONE SIDE ONLY ON THIS DRAWING) SHALL BE CONSTRUCTED AT EACH END OF INLET, FOR EACH INLET SO CONSTRUCTED. PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (TWO WINGS). WHERE ONE WING ONLY IS CONSTRUCTED PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (ONE WING). 2" MINIMUM WEEP HOLES SHALL BE CONSTRUCTED IN INLETS AS DIRECTED BY THE ENGINEER TO FACILITATE SUBGRADE DRAINAGE. TO ACCOMODATE SKEWED PIPE OR FIT OTHER CONDITIONS, IT MAY BE NECESSARY TO INCREASE ONE OR BOTH PLAN VIEW DIMENSIONS OF INLET BOX AND COVER SLAB. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CORRESPONDING INCREASE IN MATERIALS AND OTHER COST WHERE CHANGES IN DIMENSIONS ARE REQUIRED. INLET WITH BOX SIZED FOR 15"-30" PIPE SHALL BE DESIGNATED AS TYPE S3, FOR 36"-54" PIPE AS TYPE S4. NOTE: EXPANSION JOINTS SHALL BE PLACED 20 FEET FROM THE PAY LIMITS OF THIS INLET. 3 WOOD BLOCKS CUT TO SHAPE BEHIND CURVED MATERIAL PIPE MAY CONNECT WITH INLETS FROM ANY DIRECTION AND AS MANY CONNEC- TIONS MAY BE MADE AS NECESSARY. CURB & GUTTER WHEN REQ’D ON THIS END NO CURB & GUTTER WILL BE PAID FOR WITHIN .NOTE: SEE DETAILS OF MANHOLE CASTING AT UPPER CENTER OF SHEET. •2-#5 BARS . 1‘-6" LG. (MARK-F) 8 522CONCRETE PEDESTAL SHALL BE POURED IN PLACE. ROUND FORM MAY BE CONSTRUCTED OF METAL, PLASTIC OR OTHER APPROVED SUITABLE MATERIAL. A 6" DIAMETER PIPESHELL FILLED WITH CONCRETE WILL NOT BE APPROVED. ROUNDED------ 6" POURED IN PLACE CONCRETE PEDESTAL - CONCRETE GUTTER 2 - #4 TIE BARS 24" LG. IN GUTTER (MARK-TB) 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) #5 BARS O.C. (MA BARS @ 4" C. (MARK-C) 7 #5 BARS -SPECIFICATIONS- CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION 4-6"/15"-30"PIPE 7‘-0"/36"- 54" PIPE LOW POINT (OUT FLOWLINE) NOTE:GRADE LINE ALONG FRONT OF INLET COVER SHALL CONFORM TO GRADE LINE ALONG TOP OF STREET CURB OF WHICH IT IS A PART. 4-1" HOLES - EQUALLY SPACED NOTE: -SLOPE TO PAVEMENT IF THERE IS NO CURB ON THIS SIDE. 2 - #4 TIE BARS24" LONG IN GUTTER (MARK-TB) 2 - #4 TIE BARS 24" LONG IN CURB (MARK-TB) CURB & GUTTER 2-#4 TIE BARS 24" LONG (IN GUTTER) MARK-TB 6' ARRANGEMENT OF LADDER BARS -& CONCRETE 6"1 PEDESTAL 6" T 4‘-6" FOR 15"-30" PIPE BARS-G L6", HWY LINE--------- CURB AND GUTTER- j WHEN REQ’D. STREETCURB — _& NOTE: DO NOT USE TIE BARS IF CURB & GUTTER IS NOT REQ’D ON THIS SIDE OF INLET.24" LONG IN CURB (MARK - "TB") 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) .6-0" VARIES FROM 3‘-6" TO 6’-0" #5 BARS @ 4" O.C. (MARK-C "Cl" 5 ' 5 L 6" DIA.(3"R) POURED IN CURB AND GUTTER WHEN REQ'D. - 2 - (No. 4) TIE BARS 24" LG. 1 1.1 g INLET COVER----------------------- N(SEE MIDDLE OF SHEET) Q‘D.)#5 BARS @ 4 [O.C.(MARK- REQ’D. CURB , & GUTTER \NG j 13‘-0" FOR 15"-30" PIPE ____________15’-6" FOR 36"-54" PIPE 4‘-6"/15"-30" PIPE 7‘-0"/36"-54" PIPE 421 FINISH SURFACE TO CONFORM TO CROSS SLOPROF SIDEWALK CAST IRON COVER/ y IF HE ELECTS THE CONTRACTOR 7 MAY POUR THE INLET COVER AFTER WALLS AND CENTRAL PEDESTAL ARE IN PLACE. IF CONTRACTOR POURS INLET TOP OF COVER LAST HE WILL BE REQ’D. TO PLACE EXTRA #3 BARS (a 12" O.C. AROUND INLET DUE TO CONSTR. JT. BETWEEN WALLS AND COVER (DETAIL OF BARS REQUIRED) 6" (WALL" BELOW)- 2 - #5 BARS / STRAIGHT 1‘-6" LG *TOYoRRSVTRBNXR5/X28MMJ/stE=er 2 - #4 TIE BARS 24" LONG IN CURB (M OW . ‘OINTS • “ctos. PEZORE ‘ (A2A NOTE: A MINIMUM OF (3) THREE %"‘STEEL LADDER BARS ARE REQUIRED IN ALL INLETS. WHERE H IS GREATER THAN 4‘-O" NUMBER AND LOCATION OF LADDER BARS IN INLET TO BE AS DIRECTED BY ENGINEER. &NOTE: CONSTRUCTION JOINT L 8‘-0" 14-#6 DIAGONAL BARS AROUND OPENING (LENGTH 2‘-9" )MARK-M 82 Pg BARSGMARK-A) CkNk" LOW POINT OUT) SLOPE 4% SECTION-"BB" s 5 Ar=A IN—eoe*h,6 PLAN 19‘-O" FOR 15"-30" PIPE 21‘-6"FOR 36"-54"PIPE 2 - (No. 4) TIE BARS 24" LG.— j - (MARK-TB)_________________t U 2- #5 B ARS (STR— -=1‘-6" LG.(MARK -F) l 1-6" LG, (MARK-F) l. t- — pidote.3" S, 3& #4 TIE BARS 24" LG. (MARK - TB) (2 - REQ’D. IN CURB) (2 - REQ’D. IN GUTTER) 66 65Sr1 30 #6 BARS @ 4" O.C. ______ MARK-"B" 2-#6 BARS @ i %" O.C. MARK-A #5 BARS @ 4" O.C. (MARK-B) — -----DIRECTION OF FLOW MANHOLE CASTING SLOPE 1:1 CORNERS ROUNDED PLASTERDETAILS OF BEVELED RING JUNCTION BOX WALL o d 1/20/2026 DESIGN BUREAU SPECIAL DRAWING SPECIAL DRAWING NO INDEX NOWI-621-S 62133 REVISIONS, 1. Added io CADD on 11-29-1999 by LET. 2. Clarified the standard inlet height & added symbol for Construction Joints on 7-14-2009 by W.W.A. THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. REINFORCED CONCRETE STORM SEWER INLET TYPES S3 AND S4 ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD MONTGOMERY, AL 36130-3050 FAIRHOPE JIFFY LUBE CIVIL DETAILS FAIRHOPE, AL OWNER: SHEET NUMBER C11.0 AOF11 11 DRAWN BY: 7-18-1991DATE DRAWN: REVISED DATE: 7-14-2009 DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN 2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL 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 LIEB ENGINEERING COMPANY LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/20/2026 REVISIONS A ISSUED FOR REVIEW co : 0 9 % XQ i l l l l l l / l / l / ) / So o i f n M R u w w a s s # ” Page 184 of 799 N 89°52'36" W 374.36'(M)374.30'(R) S 89°52'39" E 373.99'(M)373.96'(R) S 00 ° 0 7 ' 0 5 " W N 00 ° 1 8 ' 0 5 " E 114.9 9 ' ( M ) 115.0 0 ' ( R ) 115.0 0 ' ( M & R ) ST A T E H W Y 1 8 1 BU S H E L D R . Tom`s Dwarf Waxmyrtle 3 gal 11 Silver Dragon Liriope 1 gal. 58 Single Trunk Muskogee 2" Cal. Min. 2 Eagleston Holly 2" Cal. Min. 5 Overcup Oak 2.5" Cal. 3 Cleyera 48" Tall at Planting 23 3 (3) Canes Min. @ 1" Cal. MIn. Per Cane Moonglow Sweet Bay 1 2" Cal. Min. Bracken`s Magnolia Silver Dragon Liriope 1 gal. 72 Eagleston Holly 2" Cal. Min. 3 Tom`s Dwarf Waxmyrtle 3 gal 13 3 3 gal Tom`s Dwarf Waxmyrtle 2 2" Cal. Min. Eagleston Holly SOD SOD SODSOD SOD SOD SOD SOD SOD SOD SOD SOD SO D Pr o p o s e d B u i l d i n g (S e e A r c h . / C i v i l ) Refer to Civil for ALL grading, drainage, erosion control, and hardscape. (typ.) Refer to Civil for ALL grading, drainage, erosion control, and hardscape. (typ.)#1 #2 #3 #4 #5 #6 #7 #8 #9 6 2" Cal. Min. Bald Cypress 1 L-1.1 1 L-1.1 1 L-1.1 1 L-1.1 26 48" Tall at Planting Cleyera 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 JI F F Y L U B E Fa i r h o p e , A L NORTH NOTES: 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" TREE PROTECTION DETAIL NOT TO SCALE Tree protection fencing shall be installed 20' from trunks of trees larger than 20" DBH and 10' from trunks of trees under 20" DBH. 4' - 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. Notes: 1- See city tree protection ordinance sec. 20.5-6 for required tree protection measures. 2- No pruning shall be performed except by approved arborist. 3- No equipment shall operate inside the protective fencing including during fence installation and removal. 4- Tree protection fence shall be installed prior to any landscape disturbance. 5- No entry, storage, or temporary parking shall be allowed inside fence. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. Tree Protection fence: Chain link fence LA-32 1 00000 00000 lI I C. Y C 7 — . a5. / /—V I 9 I “2. N+NWS* n1 2onoe ■ ■)MU.s .. . • 00 3 °s ) 206., • frdL -c — 117 „30o80 7: ON ./C . to) 2222A11[bIl |2rn DE T jwylulber FFE: 119.00’ l (C.3.- o / ).“O 3(ILL | I D EE3008. i 77. ' /: ' Ha JA -Ph7* . Lul:il :. A ■ ■ *3' - ■J 1D ..: Try C "Band/ - = A e—O L / D I 1 — ++ I i — 526 ISSUED/REVISED SHEET TITLE Permitting 1/20/26 Revised 2/9/26 Revised 2/10/26 Revised 3/5/26 DESIGNED BY JC DRAWN BY JCCHECKED BY JC PROJECT NO. 2603 DATE 1/15/26 FILE NAME JIFYLA ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope, Alabama 36533 P: 251.454.3500 espalierdesign.com o 60 % 00 0 0 0 0 o , " ' O . : 0 0 0 0 0 0 0 0 % J n-- - - - __ _ _ & X X XX X X X OH P IP OH Ol XR R N N R R R R Y R R Y R Y R R R R Y R Y R K X R K X R K X R R R N R 28 2 2 2 2 2 2 2 2 2 4 2 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 8 8 8 8 8 0 8 8 2 8 8 8 XX X X / / / / / / / / __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ X X X X X X X X X X X X X X X X X X X X XX X WX X X X X X X X X X X X X X X X X XA X X X X XA X X < X X X < X X X XX XX XX XXX V . w w ' W .1 W XXXX XX XX XX XXX XX X X X X XX XX XX X X . XX XX X Page 185 of 799 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. CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS: PERIMETER REQUIREMENTS: Bushel Road Frontage Feet = 115'/30' = 4 Trees in First 25' regardless of tree credits. Hwy 181 Road Frontage Feet = 115'/30' = 4 Trees in First 25' regardless of tree credits. Remaining Perimeter Feet = 748'/30' = 25 Trees Parking Requirements (1 Tree/12 Spaces) = 7 Spaces/12 = 1 Trees Total Existing Tree Credits = 0 Total Trees Required = (2) Bushel, (0) Hwy 181 (Overstory), 22 Perimeter Trees (At Least 50% Overstory), & 1 Parking Lot Trees NOTES: 1. LONG LEAF PINESTRAW ALL BEDS EXCEPT 4"& 1 GAL. POTS. 2. 4"& 1 GAL. POTS TO BE PLANTED IN 3" OF PLANTING MIX AND TOP DRESSED WITH GROUND PINEBARK. 3. APPLY GRANULAR PRE-EMERGENT TO ALL PLANTING BEDS. SEE NOTES. 4. USE WOODACE FERTILIZER TABS IN ALL PLANTING PITS. SEE NOTES. 5. PREP. PLANTING PITS & GROUNDCOVER AREAS WITH PLANTING MIX. SEE NOTES. 6. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY. 7. SEE LANDSCAPE NOTES. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPECS REMARKS CITY REQUIRED TREES IE2 10 Ilex x attenuata 'Eagleston'Eagleston Holly 2" Cal. Min.8' Ht. Min.30 Gal. Single Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Approve photo with LA. LM 2 Lagerstroemia x `Muskogee`Single Trunk Muskogee 2" Cal. Min.8' Ht. Min.30 Gal. Single Trunk,Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. MB 1 Magnolia grandiflora `Brackens Brown Beauty`Bracken`s Magnolia 2" Cal. Min.10' Ht. Min.45 Gal.FTG. NO B&B. Trees Shall Meet Size Specifications Regardless of Container Size. MS 3 Magnolia virginiana 'Jim Wilson'Moonglow Sweet Bay (3) Canes Min. @ 1" Cal. MIn. Per Cane 10' Ht. Min.30 Gal. Multi. Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. QL 3 Quercus lyrata Overcup Oak 2.5" Cal.10' Ht. Min.30 Gal.No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. TD 6 Taxodium distichum Bald Cypress 2" Cal. Min.10' Ht. Min.30 Gal.No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING REMARKS SHRUBS CJ 49 Cleyera japonica Cleyera 48" Tall at Planting 60" o.c.Must be 48" tall planted out from finished grade at time of planting. Regardless of container size. DW 27 Myrica cerifera `Tom`s Dwarf`Tom`s Dwarf Waxmyrtle 3 gal 48" o.c. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING REMARKS GROUND COVERS CT 10,731 sf Cynodon dactylon `Tif 419`419 Bermuda Grass sod Contractor shall verify quantity. LS 130 Liriope muscari `Silver Dragon`Silver Dragon Liriope 1 gal.15" o.c.Plant Ceaux Nursery Doug Young Nursery PLANT SCHEDULE EXISTING TREE CREDIT TABLE TREES PROPOSED TO REMAIN: #1-2" Nuttall Oak /8 = 1 #2-2" Live Oak /8 = 1 #3-2" Bald Cypress /8 = 1 #4-2" Nuttall Oak /8 = 1 #5-2" Bald Cypress /8 = 1 #6-2" Bald Cypress /8 = 1 #7-2" Bald Cypress /8 = 1 #8-2" Bald Cypress /8 = 1 #9-2" Bald Cypress /8 = 1 Total Tree Credits = 9 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-012 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-02 3 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 JI F F Y L U B E 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 /e 7II wormTTHLIHLHFHTTT o [TWICE ROOTBALL WIDTH I 5/26 ISSUED/REVISED SHEET TITLE Permitting 1/20/26 Revised 2/9/26 Revised 2/10/26 Revised 3/5/26 DESIGNED BY JC DRAWN BY JCCHECKED BY JC PROJECT NO. 2603 DATE 1/15/26 FILE NAME JIFYLA ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope, Alabama 36533 P: 25I.454.3500 espalierdesign.com % EN I — —l f aw0= 1 Hl — I — I- I I / ) Y4 s H— I — OO I 0= 1 yg 1 0= 1 r(6 1 4 % I T 1 g 0= 1 1 1 = 1 1 — 1 — 1 1 = 1 i 1 —I -—I ] 11 I— L — 0= 1 LF L A A s —L/ / Page 186 of 799 ‘-4" PAIR STEEL DOORS, SEE 8/A-5----------- ( 3 A-5 •CONCRETE PAD 13'-4" X 14'-0", SEE CIVIL — OUTSIDE r\ AL 8" MIN. BOLLARD J L 8 13'-4" 41SISIM. TYP. 1/2" DIA.X8" BARREL BOLT LOCK (ONE PER GATE PAIR), MOUNT EACH LEAF 48" AFF. A-5 3/4" DIA. x 16" DROP BOLT PROVIDE ANGLE TO MOUNT EACH LEAF (ONE EACH GATE) 3"x4"xl/4" ANGLE LLV — FRAME, WELD ALL EDGES, •6" PIPE BOLLARD FILLED W/ CONCRETE 4'-0" HIGH W/ 4'-0" EMBEDDED INTO GROUND (TYPICAL OF 4), POSITION BOLLARD TO ALLOW GATE TO OPEN 90 DEGREES AND TO BE PAINTED E01 W/ CLEAR COAT (E04). SEE DETAIL 10/A-5 3 PAIR - WELD ON 7" INCH HEAVY DUTY BARREL HINGE W/ MATTE BLACK FINISH -1-1/2" X 3" WELD PLATES, FOR EACH GATE, WELDED TO GATE & POST. (888)-250-81 33 -PRO GATE HI-BARREL-7-W2. 3/8" DIA. A.B. 14"x2" @ 16" O.C. VERT., BOLTTOT.S. W/ACORN NUT ON CORRUGATED METAL DECK 1.5" TYPE B 20-22 GAUGE OR SIMILAR 4"x4"xl/4" T.S. W/ 4"x4"xl/4" CAP PLATE EMBEDDED 12" INTO FOOTING GROUT SOLID. CORRUGATED METAL DECK 1.5" TYPE B 20-22 GAUGE OR SIMILAR 5 A-5 GATE DETAIL SCALE: 1-1/2" = l'-O" £ 8 A-5 CMU DUMPSTER ENCLOSURE1SCALE: 1/4" = I'-O" 3"x4"xl/4" ANGLE LLV------------ ANAE WA/EIKAII EEEEC —FRAME, WELD ALL EDGES. FINISH GRADE J I 4 [ ]A5 2'-0" 2" CMU SOLID CAP BLOCK PAVING TYP. PIPE BOLLARD DETAIL GATE SECTION9«SCALE: 3/4" = l'-0"SCALE: 3" = l'-0" WL O.( H 6"#4 BENT DOWEL SLOPE •T0M o GRADE ^7“2 '#4 CONTINUOUS GROUT TOP COURSE SOLID MASONRY #5 AT 12" O.C. 2'-6" NOT USEDWALL SECTION WALL CAP DETAIL657SCALE: 3/4" = l'-0"SCALE: 3" = I'-O" y 2" CMU SOLID CAP BLOCK- U - = L —— I I i I §SPLIT FACE CMI - PAINT =E IT --------/ —±114 ( to )SPLIT FACE CMU-PAINT I FRONT ELEVATION SIDE ELEVATION32SCALE: 1/4" = l’-O"SCALE: 1/4" = I'-O" L 7 5/8" ALL JOINTS TO BE TOOLED AT INSIDE PAINT INTERIOR WALLS SW7666 - FLUER DE SEL (COLD CLIMATES ONLY) PAINT DOORS AND GATES TO SW7674- PEPPERCORN HORIZONTAL JOINT REINFORCEMENT -THRU-WALL FLASHING @ JOINTS IN MASONRY CAP HOOK, ALIGN AND LAP 36" WITH WALL REINFORCMENT 1 l/2"xl/4" FLAT STEEL PLATE CROSS BRACE------------------------ CORRUGATED ROOF DECKING WELD IN BETWEEN FRAME I I _J -4" DIA. STEEL PIPE NOTE: DUMPSTER BOLLARDS ARE 6". ALL ARE TO BE 4'-0" ABOVE FINISHED GRADE. ALL BOLLARDS TO BE PAINTED E01 W/ CLEAR COAT (E04). OUTSIDE SW9163-TIN LIZZIE VERIFY GRADE FOR GATE SWING PAINT INSIDE FACE SW7666 - FLUER DE SEL (COLD CLIMATES ONLY) (4) #5 BARS CONTINUOUS TOP AND BOTTOM WELDED CAP ON TOP OF BOLLARD, PAINT TO MATCH BOLLARD. WELDED CAP ON TOP OF BOLLARD, PAINT TO MATCH BOLLARD. 6" CONC FLOOR SLAB - SEE SLAB SCHEDULE ON STRUCTURAL DRAWINGS FOR REINFORCEMENT 6" DIA. STEEL BOLLARD SEE 10/A-5, SIM.----------- OUTSIDE SW9163-TIN LIZZIE 2 8" SMOOTH-FACE BLOCK BOND BEAM WITH #4 CONTIUNUOUS CONTRACTOR SHALL COORDINATE BOLLARD DEPTH WITH BUILDING FOOTING. SHALLOW FOOTING SHALL REQUIRE GCTO DOWEL BOLLARD PIER INTO FOOTING WITH (4) #5'S. USING HILTI HIT HY150 MAX ADHESIVE ANCHOR SYSTEM. MASONRY CAP, FULLY GROUT AT JOINTS THE OVERHEAD DOOR BOLLARDS SHOULD BE IN LINE WITH THE JAMB FACE OF THE OVERHEAD DOOR OPENING SO THAT NO PART OF THE BOLLARD PROJECTS INTO THE OPENING FINISH FLOOR EL: REF CIVIL FINISH FLOOR EL: REF TO CIVIL- PROVIDE DROP PIN OPERABLE FROM THE EXTERIOR AND 3/4" DIA. x 11/2" DEEP RECESS IN CONCRETE FOR EA. GATE LEAF. OPEN POSITION NOTCH IN CONC. REQUIRED - FOR PIN. T.O. CMU EL: + 106'-2" T.O. CMU EL: + 106-'2" T.O. CMU EL: 106'-2" § II I/Al II L± । CORRUGATED METAL DECK- 1.5" TYPE B 20-22 GAUGE OR SIMILAR CORRUGATED METAL DECK- 1.5" TYPE B 20-22 GAUGE OR SIMILAR § O co o 8 =L E EEE 3"x4"xl/4" ANGLE LLV- FRAME, WELD ALL EDGES, PROVIDE WEEP HOLES @ 16" O.C. 2 S X |l 4 - e ve h . 0088" SPLIT-FACE BLOCK WUKEofY7 #4 BARS @ 240.C-SKc SOLID W/ GROUT, P.coY I II 14y o%Rzo% “coO‘ TIONREAR ELI4SCALE: 1/4" = l'-O" SPLIT FACE CMU - PAINT OUTSIDE SW9163-TIN LIZZIE PAINT INSIDE FACE- SW7666 - FLUER DE SEL (COLD CLIMATES ONLY) FINISH FLOOR EL: lOO'-O" ag ETEE—El WALL, SEE SECTIONS - X REINFORCED MASONRY 2. 3. 8. 12. 13. 14. 15. 16. 9. 10. 11. 5. 6. 17. 18. 19. 20. THE REINFORCED MASONRY FOR THIS PROJECT HAS BEEN DESIGNED AND DETAILED IN ACCORDANCE WITH THE ALLOWABLE STRESS DESIGN METHOD. MASONRY WALLS HAVE BEEN DESIGNED TO SPAN VERTICALLY, AS SIMPLE SPANS, FROM FLOOR TO STEEL GIRT LINE, AND ARE DEPENDENT UPON THE COMPLETED INSTALLATION OF THE STEEL GIRTS AND COMPLETION OF ALL MASONRY WALLS FOR STABILITY AND FOR RESISTANCE TO WIND AND SEISMIC FORCES. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR PROVIDING ALL NECESSARY BRACING AS REQUIRED FOR STABILITY, RESISTANCE OF CONSTRUCTION LOADS, AND FOR RESISTANCE TO WIND AND SEISMIC FORCES UNTIL THE ENTIRE STRUCTURE IS COMPLETE. THE SHORING SHALL NOT RELY ON ANY MOMENT RESISTANCE CAPACITY OF THE FOOTINGS. REINFORCED MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH, f'm = 1500 PSI. MASONRY UNITS SHALL BE NORMAL WEIGHT BLOCK CONFORMING TO ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1900 PSI. MORTAR SHALL CONFORM TO ASTM C270, TYPE S. PORTLAND CEMENT TYPE 1 OR 2, LOW ALKALI PER ASTM C150 NON AIR ENTRAINED OR HYDRATED LIME PER ASTM C207 TYPES. GROUT SHALL CONFORM TO ASTM C476 AND SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 2000 PSI. REFERENCE THE ARCHITECTURAL DRAWINGS FOR GENERAL LOCATIONS OF CONTROL JOINTS IN MASONRY WALLS. HORIZONTAL BOND BEAM AND LINTEL REINFORCING SHALL BE CONTINUOUS ACROSS VERTICAL CONTROL JOINTS. JOINT REINFORCING SHALL BE STOPPED EITHER SIDE OF VERTICAL CONTROL JOINTS. MASONRY REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. CONTINUOUS WIRE REINFORCING (JOINT REINFORCING) SHALL BE GALVANIZED TRUSS OR LADDER TYPE FORMED FROM 9 GAUGE COLD-DRAWN STEEL WIRE COMPLYING WITH ASTM A82. JOINT REINFORCING SHALL BE SPACED AT 16" O.C. VERTICALLY IN ALL MASONRY WALLS. ALL REINFORCED CELLS AND ALL CELLS BELOW THE FINISHED FLOOR ELEVATION SHALL BE GROUTED SOLID. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL BLOCK CORE, IT SHALL NOT BE SLOPED MORE THAN ON HORIZONTAL IN SIX VERTICAL. DOWELS MAY BE GROUTED INTO A CELL IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS AN ADJACENT CELL TO THE VERTICAL WALL REINFORCING. GROUT THE CELL FOR THE FULL HEIGHT OF THE DOWEL. ALL REINFORCING STEEL SHALL BE CENTERED IN THE MASONRY UNIT CELL, UNLESS NOTED OTHERWISE. ALL REINFORCING STEEL SHALL BE SECURED IN PLACE BEFORE GROUTING STARTS. ALL REINFORCING BARS SHALL HAVE A MINIMUM GROUT COVER OF 1/2" TO THE INSIDE OF THE MASONRY UNIT, A MINIMUM OF TOTAL MASONRY COVER OF 2". ALL REINFORCING BARS IN WALLS SHALL HAVE NOT LESS THAN ON E BAR DIAMETER NOR 1" CLEAR BETWEEN BARS. ALL REINFORCING BARS IN COLUMNS AND PILASTERS SHALL HAVE NOT LESS THAN ONE AND ONE-HALF BAR DIAMETERS NOR 11/2" CLEAR BETWEEN BARS. VERTICAL CELLS THAT WILL BE GROUTED SHALL HAVE A VERTICAL ALIGNMENT TO MAINTAIN A CONTINUOUS UNOBSTRUCTED CELL AREA NOT LESS THAN 3"x4". GROUTING SHALL BE STOPPED 11/2" BELOW THE TOP OF A COURSE SO AS TO FORM A KEY AT THE POUR JOINT. GROUTING OF MASONRY BEAMS AND LINTELS OVER OPENINGS SHALL BE DONE IN ONE CONTINUOUS OPERATION. ALL BOLTS, ANCHORS, ETC., INSERTED IN THE WALLS, SHALL BE GROUTED SOLID INTO POSITION. UNDER ALL BEAMS AND JOIST BEARINGS, FILL UNITS 2 CMU COURSES DEEP x 32" WIDE MINIMUM. PROVIDE A CONTINUOUS BOND BEAM UNDER ALL TRUSS BEARINGS. ALL REINFORCING LAP SPLICES SHALL BE A MINIMUM OF 72 BAR DIAMETERS BASED ON THE MAXIMUM ALLOWABLE STRESS, UNLESS NOTED OTHERWISE. O 2 62 REFER TO 12/A7.0 FOR BAY BOLLARD LOCATION XxE DO NOT POSITION CURB TO INTERSECT WITH BOLLARD. COORDINATE WITH CIVIL. 2 2 o 8 1( X O Q 6 z 3 DUMPSTER ENCLOSURE DRAWN: RB CHECKED: JES SHEET NO: A-5 JOB NUMBER:2025.0201.00 ARCHITECTURAL DESIGN-GUILD ALL ARCHITECTURAL AND ENGINEERING DRAWINGS ARE IN CONFIDENCE AND DISSEMINATION MAY NOT BE MADE WITHOUT PRIOR WRITTEN CONSENT OF THEARCHITECT. ALL COMMON LAW RIGHTS OF COPYRIGHT AND OTHERWISE ARE HEREBY SPECIFICALLY RESERVED 2710 Sutton Blvd. St. Louis, MO 63143 www.adg-stl.com P:: 314.644.1234 F:: 314.644.4373 MI N I M U M SL O P E 1 / 4 " / F T . O 7 2o — OU U OL Q o [ < m O O2 F 00 r 02 1 5 ji f f y l u b e LU B E I N T E R N A T I O N A L , A N Y U N A U T H O R I Z E D U S E O F TH E S E D O C U M E N T S F O R A N Y P U R P O S E S H A L L B E A T T H CI T Y , S T A T E 12 3 4 S T R E E T MU L T I - C A R E S E R V I C E S JI F F Y L U B E P R O T O T Y P E - 1 X 3 F R A N C H I S E E P R O G R A M US E R ’ S S O L E R I S K , W I T H O U T L I A B I L I T Y T O J I F F Y L U B E IN T E R N A T I O N A L O R D S A T L A N T I C , A N D S U B J E C T T O RE A S O N A B L E C O M P E N S A T I O N B Y T H E U S E R T O J I F F Y L U B E IN T E R N A T I O N A L , A S D E T E R M I N E D B Y J I F F Y L U B E IN T E R N A T I O N A L I N I T S S O L E D I S C R E T I O N . S T A N D A R D DE S I G N D O C U M E N T S I S S U E D B Y J L I A R E F O R A S P E C I F I C LO C A T I O N O N L Y A N D S H A L L N O T B E U S E D F O R A N Y OT H E R P R O J E C T . T H E S E D R A W I N G S S H A L L N O T B E CH A N G E D E X C E P T A S R E Q U I R E D B Y L O C A L C O D E S / D E S I G N RE Q U I R E M E N T S , R E V I E W E D A N D S E A L E D B Y A SU C C E E D I N G P R O F E S S I O N A L L I C E N S E D I N T H E S T A T E WH E R E P R O J E C T I S T O B E C O N S T R U C T E D . JI F F Y L U B E I N T E R N A T I O N A L , 2 0 1 3 ( A L L R I G H T S R E S E R V E D ) FO R W H I C H T H E S E D O C U M E N T S H A V E B E E N P R E P A R E D , TH E S E D O C U M E N T S A N D A L L D A T A , P L A N S , SP E C I F I C A T I O N S A N D O T H E R I N F O R M A T I O N C O N T A I N E D HE R E I N A R E T H E S O L E A N D E X C L U S I V E P R O P E R T Y O F J I F F Y Page 187 of 799 Payton Rogers ROCKWELL BLVD PUD Road • Parcel Zoning: B-2 O SIABAW SR 26.01 - Jiffy Lube City of Fairhope Planning Commission March 2, 2026 o‘"A‘o o l___ / o N W E S 3 Project Name: Jiffy Lube Site Data: 0.99 acres Project Type: Site Plan Approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2, General Business District PPiN Number: 633808 General Location: Northeast corner of State Highway 181 and State Highway 104 Surveyor of Record: Lieb Engineering Engineer of Record: Lieb Engineering Owner / Developer: Rockwell LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: CP □ ST A T E H W Y 1 8 1 I BU S H E L D R -- - is - cn PD — s ■f I? 1S T A M H 3 1 V I S — ■» « l l -A . d gi a - t h ST A T E H W Y 1 8 1 ■M L A . J - J M M Li m e u g e n . a l . m Page 188 of 799 SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 1 of 7 SUMMARY OF REQUEST Request of the Applicant, Lieb Engineering, on behalf of the Owner, Rockwell LLC, for Site Plan Approval of Jiffy Lube Fairhope. The property is zoned B-2, General Business District. The property is located on Lot 2 of Rockwell Place north of the northeast corner of State Highway 181 and State Highway 104 and is 0.99± acres. SITE HISTORY The subject site has had numerous Subdivision, Multiple Occupancy Project (MOP), and Zoning Change applications before both the City of Fairhope and County Planning Commissions. Most recently the subject site was before the Planning Commission at its July 7, 2025 meeting included as part of a request for approval of a 10-Lot Major Subdivision to resubdivide Rockwell Place Lot 1. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Rockwell Place Commercial Subdivision establishes setback requirements for Lot 2 to be 70 feet from the East property line along Bushel Drive, zero (0) feet from the North and South property lines, and 30 feet from the West property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. However, some are incorrectly labeled. On the West side of the Lot the 20-foot Drainage & Utility Setback should be revised to state “20’ Drainage and Utility Easement”, the Minimum Highway Setback should be revised to state “Minimum Highway Construction Setback (125’ From Centerline), and the 30-foot Landscape & Greenspace Buffer should be revised to state “30’ Landscape & Greenspace Buffer & Minimum Building Setback”. If approved, the Site Plan should be revised to reflect the aforementioned labels accurately. On the East side of the Lot the proposed Site Plan illustrates two different building setbacks. As previously stated the Final Plat for Rockwell Place Commercial Subdivision established a minimum 70-foot Front Building Setback along Bushel Drive for the subject site. As such, if approved, the Site Plan should be revised to remove the additional 40-foot setback illustrated. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 22 feet. Tree & Landscaping - COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates full compliance with the Trees and Landscaping Ordinance (see exhibits). The Tree and Landscape plan illustrates nine (9) overstory trees which currently exist on site that, while not of a large enough size to count as Credit Trees, do count towards required tree plantings. It’s important to note, however, that these nine (9) overstory trees were included as required street tree and greenspace buffer plantings approved with the various Rockwell Place subdivisions, and as such, cannot be removed and must be protected throughout construction. Page 189 of 799 SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 2 of 7 If approved a note should be added to the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance. Parking - NON-COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule requires a minimum of five (5) parking spaces for the subject site and allows for an overage of one (1) additional space not to exceed a total of six (6) spaces for the site. As proposed, the Site Plan illustrates seven (7) parking spaces in total which includes one (1) handicap spaces and two (2) compact spaces. As such, if approved, the Site Plan should be revised to remove one (1) of the excess parking spaces while maintaining compliance with compact car and pervious surfacing parking standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Bushell Drive, as required. Additionally, the proposed Site Plan provides direct access to the existing 11-foot-wide multi-purpose trailway along State Highway 181. Drainage - COMPLIANT Drainage has been accounted for the entire commercial portion of Rockwell Place in accordance with SD 25.08. Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. Mechanical Equipment - NON-COMPLIANT As illustrated, the Site Plan depicts HVAC mechanical equipment to be located on a concrete pad north of the proposed structure and does not illustrate any mechanical screening as required by Article IV.B.2.a. As such, if approved, the Site Plan, Civil Plans, and Elevation Plans should be revised to include compliant mechanical screening or relocation of all mechanical equipment to the roof. Dumpster - NON-COMPLIANT The proposed plans illustrate a dumpster with screening on the East side of the proposed parking area. However, a dumpster detail was not provided illustrating compliant screening. As such, if approved Architectural Plans should be provided illustrating compliant dumpster screening. Signage - N/A Signage will be reviewed at time of a sign permit submittal . It should be noted that as proposed, the subject site is allowed a maximum of two (2) building signs and two (2) freestanding signs with the total aggregate surface area for ALL permitted signage to be no greater than 50 square feet. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Page 190 of 799 SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 3 of 7 Traffic - COMPLIANT A traffic study was conducted for Rockwell Place Subdivision, and the road infrastructure was designed in accordance with the recommendations from the traffic study. Shared access points are on the plat to limit the number of curb cuts on Bushel Drive. Lot Access - COMPLIANT As illustrated, the Site Plan proposes shared access with Lot 1 to the South in accordance with the Rockwell Place Commercial Subdivision Final Plat. Comprehensive Plan - COMPLIANT Rockwell Place is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are the Rockwell Place Apartments. Proper buffers are included in the plans to mitigate the conflicting land use s. Benefits to the Community - COMPLIANT There are a lot of residential units being built in the immediate surrounding area, especially to the North. A commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. Page 191 of 799 SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 4 of 7 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Recommendation: Staff recommends APPROVAL of SR 26.01 – Jiffy Lube Fairhope Site Plan with the following conditions: 1. Revision of the Site Plan to accurately label all easements and setbacks in accordance with the Final Plat for Rockwell Place Commercial Subdivision (Resubdivision of Lot 1 and Common Areas 1 & 2, Rockwell Place); 2. Provision of a note on the Tree and Landscape Plan stating that all nine (9) existing Credit Trees shall not be removed and shall be protected throughout construction in accordance with the City of Fairhope Trees and Landscaping Ordinance; 3. Revision of the Site Plan to remove one (1) of the excess parking spaces while maintaining compliance with compact car and pervious surfacing parking standards; 4. Revision of the Site Plan, Civil Plans, and Elevation Plans to include compliant mechanical screening or relocation of all mechanical equipment to the roof; and 5. Provision of Architectural Plans prior to issuance of Building Permit illustrating compliant dumpster screening. Page 192 of 799 EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 5 of 7 Proposed Site Plan REOD:CURB REI RN HANDICAP RMMP (SEE DETAL SHT.) ___I )\24ssss ss ss eolREO’D: REQD: 2 4 MDE PAINTED SIRE(TP) 373.99‘(M)-373.96 (R) - DUMPSTER ENCLOSURE (SEE ARCHITECTURAL PLANS) < 11 1REO’D:“X U I IN CROSSWALK STRPING (SEE DETAL SHT.) REBAR g:"" x 1 ,P /7 7 P—LOT 241 fI SLIDE 3020F OCKWELL LLC BOX $79 JETTE, AL c&-ss858 —43,029:822 099Acrese 20‘Z O II rt Ei JI——NAT W 1 sY5€ B Ci|| N895236W 374.36‘(M) 'ol 20‘ REQ’D:CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: DIRECTIONAL ARROW 14 182 ROCKWELL . PLACE 1 I -I I I I(d 38GSylubb EFE: 119.00' milSil SLIDE 3 NPDBO)BAY NINE Sa’di (89 (SEE DETAIL)(SEE DETAIL SHT.)IIX I\DVIPF CAPP REOA + (CA10 17) REO’D: CONCRETE PAMNG (SEE DETAL SHT.) P 8 3 %/ 5 RO W M - S O . L 0 . 0 0 S — \ * 'W * 11 5 . 0 0 M & R ) . 1 9a r v 8 1_ — hl ' l T 3u l N S l W 3 I l V PE R I N S 2 1 1 6 7 5 6 40 B U I L D I N G S E T B A C K I V / 3 W '■ ■ I I I ll r 1 ; / 7 a2 /B 1 30 7 0 2 3 0 n s J 3 d . AI N N S V 3 A 7 N V I I G L O 3 N N e 0 , ” 70 ‘ B U L D I N G S E T B A C K \ \ V / — UG + "— G — W Page 193 of 799 EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 6 of 7 Proposed Tree & Landscape Plan (3€I— I josylube8seFFE: 119.00' TREE & LANDSCAPE COMPLIANCE TABLE -csoo- - DL: P te }0 % ))000000°;.-8 "6. . i cw— . Reler to CMi for ALL grading. ) dranage. erosion control. and — hardecape. (typ.) 4-25-0--$ f- i ■■ —— 1” Refer to Cml for ALLD/dranage, crosion control. and ■ hardscape (typ.) Ra?3 ozsa w csD cx— l - Ser Or I “F&w =w— =#e s—— Yes Yes 4 Yes 4 Yes 28 28 YesPerimeter Trees 0 0 31 32 YesTotal Yes Total Trees Saved (Credits) 0 Total New Overstory Planted 32 Total New Understory Planted 0 YesSpecies Richness (>4)6 Overstory Understory 8,603 5,162 0 0 0 0 0 18,170 17,256 0 0 0 0 0 31 0 32 0 Plan Provided 3 3 Plan Compliance? Landscape Area Total Landscape Area Front Landscape Area Parking Trees Overstory Understory Parking Understory < 50% Frontage Trees Frontage 1 Frontage 2 Frontage 3 Frontage 4 Reviewed by Payton Rogers Date 02/19/26 Plan Total Required P • J © Pr o p o s e d B u i l d i n g (S e e A r c h / C i v i l ) BU S H E L D R . 255 “f t 8 dt l । j 21 f ? Page 194 of 799 EXHIBITS SR 26.01 – Jiffy Lube Fairhope March 2, 2026 Page 7 of 7 Proposed Elevations d JIPREFINISHED METAL CANOPY_1COLOR: "METALIC SILVER" ■ --ls 1 MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY ][ ]0‘-0‘AFF FRONT ELEVATION II III[ 0-0" AFF RIGHT ELEVATION f f 1234 JE[== [ J[ LLcJ[[3]0‘-0" AFF REAR ELEVATION F lf I d) 1 0-0" AFF LEFT ELEVATION jiffy lube multicare multi carejiffy lube multicare II‘-4 I/2"AFF B.O. LETTERSET SMOOTH FINISH ALUMINUM COPING: COLOR SW 7674 "PEPPERCORN’ MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY MODULAR BRICK WAINSCOT COLOR: BLACK/DARK GRAY Il‘-4 1/2" AFF B.O. LETTERSET ammorezs == PREFINISHED METAL CANOPY COLOR "METALIC SILVER’ PREFINISHED METAL CANOPY COLOR: "METALIC SILVER" 7-6" AFF B.O. CANOPY M’-T AFF T.O. PARAPET £ [ SMOOTH FINISH ALUMINUM COPING ■ COLOR: SW 7674 "PEPPERCORN" 22-2'AFF T.O. PARAPET OVERHEAD DOOR W! GLASS COLOR: RAL7012 "BASALT GREY EIFS COLOR: SW6314 "LUXURIOUS RED SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" EIFS COLOR: SW7666 "FLUER DE SEL* 12-0" AFF B.O. SIGN BAND 19-6" AFF T,O. PARAPET EIFS COLOR: SW7666 "FLUER DE SEL* 22-2" AFF T/O COPING 22-2" AFF T.O PARAPET SMOOTH FINISH ALUMINUM COPING COLOR: SW 7674 "PEPPERCORN" ' EIFS COLOR: SW7666 "FLUER DE SEL"' OVERHEAD DOOR WIGLASS COLOR: RAL 7012 "BASALT GREY 7-6‘ AFF B.O. CANOPY BOLLARD COLOR: SW6314 "LUXURIOUS RED" EIFS COLOR: SW6314 "LUXURIOUS RED" CONDENSING UNIT ON CONCRETE PAD -ANODIZED ALUMINUM & GLASS STOREFRONT COLOR: "DARK BRONZE" EIFS COLOR SW6314 "LUXURIOUS I • ANODIZED ALUMINUM & GLASS STOREFRONT COLOR "DARK BRONZE CONDENSING UNIT ON CONCRETE PAD EIFS COLOR: SW7666 "FLUER DE SEL‘ CONDENSING UNIT ON CONCRETE PAD 19-6‘AFF T.O. PARAPET 19-6" AFF T.O. PARAPET 19-6" AFF TO COPING 7-6" AFF B.O. CANOPY 13-6" AFF B.O. LETTERSET Lt a ] ] EIFS COLOR: SW6314 "LUXURIOUS RED" I Page 195 of 799 or FA. Ov “LABAMP APPLICATION FOR SITE PLAN APPROVAL Date of Application: >37 Address of Property Owner: Zip: 36507City:State: Jiffy Lube Fairhope Sq. Footage: 43,029 SF B-2Parcel No: 05-46-01-02-0-000-001.911 Current Zoning: Authorized Agent Information Name of Authorized Agentshris Lieb with Lieb EngineeringPhone Number: 2519789779 36532Zip:State:AL Engineer/Architect Information Lieb Engineering Company 2519789779Phone Number:Name of Firm: 7671 Parker RdAddress: 36532Zip:State:AL Chris Lieb ic:n AA4EA e Fairhope Single Tax Corp. (If Applicable)Date 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. City: Fairhope Contact Person: Application Type: Attachments: s or Property OWS/Mezze Proposed Site Plan Name: Site Acreage: 0 99__________ □ Site Plan □ Articles of Incorporation or List all associated investors Address: 7671 Parker Rd City: Fairhope_________________ Contact Person: Chris Lieb roI tn Property Owner / Leaseholder Information »27- Name of Property Owner: A&swezeZZC Phone Number: an authorized Single Tax representative shall sign this a Rockonu. 422 A Property Owner/Leaseholder Printed Name Signs /-/9- zzz < 25&¥572____ AZ Page 196 of 799 ISSUED FOR REVIEW ALABAMA ONE-CALL N VICINITY MAP NOT TO SCALE INDEX TO SHEETS BUSHEL DRIVE FAIRHOPE, AL 36532 PROJECT CONTACT INFORMATION SITE LOCATION co ENCOUNTER DRIVE Z STATE HIGHWAY 104 O 7 O Q 0) I ROCKWELL BLVD FAIRHOPE JIFFY LUBE THE CONTRACTOR IS REQUIRED TO CALL "ALABAMA ONE-CALL" 1-800-292-8525 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND SHALL EXERCISE EXTREME CARE TO AVOID DAMAGING EXISTING UTILITIES. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026A ISSUED FOR REVIEW TITLE SHEET FAIRHOPE, AL s* OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: JLG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C1.0 ACOMPANY2025-102 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF1 11 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: 4938LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 8, SADAM" 751e48 J No. 31204 ] PROFESSIONAL) 1/20/2026 SHEET NO. SHEET NAME C1.0 TITLE SHEET C2.0 CIVIL NOTES C3.0 SITE PLAN GRADING & DRAINAGE PLANC4.0 C5.0 UTILITY PLAN C6.0 EROSION CONTROL PLAN C7.0 PEDESTRIAN CIRCULATION PLAN C8.0 AERIAL OVERLAY C9.0-C1 1.0 CIVIL DETAILS OWNER: ENGINEER: SURVEYOR: LIEB ENGINEERING COMPANY, LLC 7671 PARKER ROAD FAIRHOPE, AL. 36532 (251) 978-9779 CONTACT: CHRIS LIEB, PE GUGGENHEIM DEVELOPMENT SERVICES, LLC 3000 INTERNET BLVD. SUITE 570 FRISCO, TX. 75034 CONTACT: ANGEL ROBINSON GONZALEZ - STRENGTH & ASSOCIATES, INC. 1550 WOODS OF RIVERCHASE DRIVE, SUITE 200 HOOVER, AL. 35244 (205) 942-2486 CONTACT: DEREK MEADOWS ST A T E H I G H W A Y 1 8 1 Page 197 of 799 ISSUED FOR REVIEW GENERAL NOTES:EROSION CONTROL NOTES:CONCRETE NOTES: 1. 2. 5.3. 5.6. 8. 5. 8.6. 12. 8.13. PAVEMENT SURFACE SHALL HAVE BROOM FINISH. SITE DEMOLITION NOTES:9. 3.UTILITY NOTES: 2. 3. LAYOUT NOTES: 1. 7. 2. 8. 3. 9. 10. 5. TRAFFIC CONTROL NOTES: GRADING NOTES: 2. 3. 5. 5. 6. 6. 10. 8. 9. STORM DRAINAGE NOTES: 2. 7. ALL STORM PIPES 15” AND LESS SHALL BE SMOOTH LINED HIGH DENSITY POLYETHYLENE (HDPE) OR SCHEDULE 40 POLYVINYL CHLORIDE (PVC) WITH WATER-TIGHT 8. 9. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7A ISSUED FOR REVIEW CIVIL NOTES <GSTERFOFAIRHOPE, AL *ss ☆ OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: NO SCALE SHEET NUMBERLIEB ENGINEERING C2.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF2 11 5. 6. 9. 10. No. 31204 PROFESSIONAL) 5. 6. 2. 3. 6. 7. 8. 9. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO LIEB ENGINEERING PRIOR TO INSTALLATION AND/OR FABRICATION. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) ARE TO BE LOCATED AT THE LOWPOINTS. GRADING SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES AND POINTS OF CONNECTION PRIOR TO INSTALLATION. UEB ENGINEERING SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION. PROPOSED STORM PIPES SHALL BE BEDDED IN 6” OF SAND. ALL RIP RAP SHALL BE CLASS 2 PER THE ALABAMA DEPT. OF TRANSPORTATION (ALDOT) STANDARD SPECIFICATIONS UNLESS OTHERWISE NOTED. 1. 2. 5. 6. 1. 2. 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 ALL EXISTING IMPROVEMENTS SHALL REMAIN WITHIN THE UMITS OF CONSTRUCTION UNLESS SPECIFICALLY NOTED, "TO BE REMOVED”. CONTRACTOR SHALL COORDINATE WITH OWNER REGARDING ITEMS TO BE SALVAGED, REMOVED AND REUSED, ETC. CONTRACTOR TO USE CAUTION NOT TO DAMAGE THESE ITEMS DURING REMOVAL AND/OR REUSE. ANY DAMAGED ITEMS SHALL BE REPAIRED/REPLACED AT CONTRACTOR’S EXPENSE. ANY AND ALL UTILITIES IN CONFLICT WITH PROPOSED IMPROVEMENTS SHALL BE REMOVED OR RELOCATED. COORDINATE WITH UTILITY PROVIDER PRIOR TO REMOVAL/RELOCATION. SAWCUT EXISTING HARDSCAPES AT LIMITS OF REMOVAL. ASPHALT PAVING SHALL BE MILLED A MINIMUM OF 8” TO ENSURE A SMOOTH TRANSITION TO PROPOSED ASPHALT PAVING. CONTRACTOR TO DISPOSE OF ALL DEMOUTION AND CONSTRUCTION DEBRIS AT LEAST WEEKLY IN AN APPROVED MANOR. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BEOW GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED. JOINTS UNLESS OTHERWISE NOTED, INSTALLED PER MANUFACTURERS RECOMMENDATIONS. ALL STORM PIPES 18” AND GREATER SHALL BE CLASS 3 REINFORCED CONCRETE PIPE (RCP) BELL AND SPIGOT INSTALLED WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED. ALL SLOPE PAVED HEADWALLS SHALL BE PER ALDOT SPECIAL DRAWING #HW-614-SP. ALL NORMAL WEIGHT CONCRETE SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI UNLESS NOTED OTHERWISE. CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED IN THE CONCRETE. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED IN THE ACI 301 SPECIFICATION, AND PER PROJECT SPECIFICATIONS. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM A-615, GRADE 60 AND PLACED IN ACCORDANCE WITH ACI-315, LATEST EDITION UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. FABRICATION OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES” ACI 315. UNLESS OTHERWISE NOTED, CONCRETE COVER FOR REINFORCING BARS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF ACI 318. PROVIDE 3/4” BY 45 DEGREE CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS NOTED OTHERWISE ON THE DRAWINGS. TYPE II PORTLAND CEMENT SHALL BE USED IN THE MANUFACTURE OF ALL CONCRETE UNLESS OTHERWISE NOTED. PORTLAND CEMENT SHALL CONFORM TO C150. ONLY ONE BRAND OF CEMENT SHALL BE USED FOR ALL CONCRETE FOR EXPOSED SURFACES OF ADJACENT STRUCTURES. AGGREGATE, BOTH COARSE AND FINE, USED IN THE MANUFACTURE OF CONCRETE SHALL CONFORM TO ASTM C33 UNLESS OTHERWISE NOTED. CONTRACTOR MAY SUBSTITUTE CONSTRUCTION JOINTS IN LIEU OF CONTROL JOINTS AS NEEDED. EXPANSION JOINT MATERIAL SHALL BE BITUMINOUS TYPE PER ASTM D994. SEALANT SHALL BE BASF SONOLASTIC SL2, OR OTHER ELASTOMERIC JOINT SEALANT AS APPROVED. ALL SEALANT MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER’S RECOMMENDED INSTALLATION INSTRUCTIONS. TOPOGRAPHY AND SITE BOUNDARIES SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION. IMMEDIATELY NOTIFY UEB ENGINEERING OF ANY DISCREPANCIES. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OF BUILDING TO THE BACK OF CURB, OR TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. IT IS THE CONTRACTOR’S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY REPLACEMENT WILL BE AT THE CONTRACTOR’S EXPENSE. VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF LIEB ENGINEERING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ENGINEER. CONTRACTOR SHALL FOLLOW STATE REQUIREMENTS FOR SURVEY PRACTICES FOR CONSTRUCTION LAYOUT WORK. THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL, TELEPHONE, CABLE TV) FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF CONNECTION AT THE BUILDING. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OF CONNECTION AT THE BUILDING. NOTIFY CIVIL ENGINEER, LIEB ENGINEERING OF ANY DISCREPANCIES. BACKFLOW PREVENTION AND METERING SHALL BE PROVIDED ON THE FIRE, DOMESTIC, AND IRRIGATION SERVICES IN ACCORDANCE WITH THE FAIRHOPE PUBLIC UTILITIES (FPU). WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE FAIRHOPE PUBLIC UTILITIES (FPU) REQUIREMENTS. ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 36” COVER UNLESS OTHERWISE INDICATED ON PLANS. ALL SANITARY SEWER MAINS AND LATERALS SHALL BE PVC SCH 40 UNLESS OTHERWISE REQUIRED BY THE FAIRHOPE PUBLIC UTILITIES (FPU). ALL UNDERGROUND ELECTRICAL, TELEPHONE, AND CABLE TV SHALL BE INSTALLED IN PVC CONDUIT OR CONCRETE ENCASED DUCT BANK WITH PULL WIRE MEETING FAIRHOPE PUBLIC UTILITIES (FPU) REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SPECIFIC INFORMATION. FPU INSPECTORS REQUIRE CONTRACTOR TO NOTIFY WITHIN 48 HOURS NOTICE FOR OBSERVING BACKFILLING AND COMPACTION OPERATIONS NO BACKFILL IS AUTHORIZED UNTIL FPU INSPECTOR HAS APPROVED INSTALLATION METHODS. UTILITY TRENCHES SHALL BE BACKFILLED WITH COMPACTED FILL PLACED IN 6 INCH LOOSE LIFTS. FILL SHALL BE COMPACTED TO 98% STANDARD PROCTOR AND OPTIMUM MOISTURE CONTENT WITHIN ±3%. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FOR BEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH SAND. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING, HARDSCAPE, SIDEWALKS, ETC. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING PAVING, HARDSCAPE, SIDEWALK ETC. AND REPLACE IN LIKE KIND AND RESTRIPE AS NECESSARY. BACKFILL TRENCH FULL DEPTH WITH SAND. ALL WATER AND SEWER PIPING TO BE INSTALLED AS PER 2018 INTERNATIONAL PLUMBING CODE AND LOCAL ORDINANCE. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE LATEST EDITION AND REVISION OF PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN FOR ALL CONSTRUCTION WITHIN WORK AREAS SHOWN AND DESCRIBED IN PART VI OF THE MUTCD. PERMANENT ROADWAY SIGNS OR TEMPORARY CONSTRUCTION SIGNS WHICH ARE NOT APPLICABLE OR INAPPROPRIATE FOR THE CURRENT CONDITIONS SHALL BE COVERED OR REMOVED. THE DIMENSIONS SHOWN OR DESCRIBED FOR LOCATING CONSTRUCTION SIGNS ARE NOMINAL. THE ACTUAL DIMENSIONS SHALL BE ADJUSTED TO BEST FIT LOCAL CONDITIONS AND PROVIDE MAXIMUM VISIBILITY. IF TRAFFIC CONTROL DEVICES ARE NECESSARY FOR PROPER WARNING AND TRAFFIC CONTROL AFTER SUNSET, THEN AS A MINIMUM, TYPE "B" WARNING LIGHTS SHALL BE PLACED ON THE FIRST WARNING SIGN AND CHANNELIZING DRUM AND TYPE ”A’ REFLECTIVE SHEETING SHALL BE REQUIRED ON ALL SIGNS. HAZARDOUS CONDITIONS ON OPEN ROADWAYS SUCH AS PAVEMENT DROP-OFFS IN EXCESS OF 2”; CONSTRUCTION MATERIALS, VEHICLES, OR EQUIPMENT STORED OR PLACED WITHIN THE ROADWAY RIGHT-OF-WAY; AND OPEN TRENCHES ACROSS OR NEAR THE ROADWAY SHALL NOT BE ALLOWED UNLESS THE CONTRACTOR IS ON SITE AND WORKING, AND PROPER TRAFFIC CONTROL MEASURES ARE BEING TAKEN. THE CONTRACTOR SHALL KEEP OPEN ROADWAYS CLEAN AND FREE OF CONSTRUCTION DEBRIS, DIRT, LOOSE GRAVEL OR OTHER MATERIAL THAT MAY CAUSE HAZARDOUS DRIVING CONDITIONS. TRAFFIC CONTROL DEVICES SHALL MEET THE STANDARD MATERIAL AND INSTALLATION REQUIREMENTS SPECIFIED IN THE CURRENT EDITION OF THE AL.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. ROADWAYS AND DRIVEWAYS SHALL REMAIN OPEN DURING CONSTRUCTION. CHANNELIZING DEVICES SHALL BE PLACED AT 10’ ON CENTER ALONG MINIMUM 20’ RADII TO CHANNELIZE TRAFFIC INTO AND OUT OF INTERSECTING ROAD AND DRIVES WITHIN AREAS WHERE CHANNELIZING DEVICES ARE REQUIRED. TEMPORARY REGULATORY SIGNS SUCH AS STOP SIGNS AND YIELD SIGNS SHALL BE PLACED AS NECESSARY FOR PROPER TRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD. STANDARD LANE CLOSURE TIMES ARE 9AM-3PM MONDAY-FRIDAY FOR ALDOT ROUTES. SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OF REGISTRATION”(NOR) FROM ADEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE IS AT ALL TIMES IN ACCORDANCE WITH ADEM RULES & REGULATIONS. DOCUMENTATION OF INSPECTIONS BY A Q.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY AND ALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 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. 1. 2. 3. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL MAKE EVERY REASONABLE EFFORT TO FIELD LOCATE ANY AND ALL UTILITIES PRIOR TO ORDERING MATERIALS AND/OR BEGINNING CONSTRUCTION. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO LIEB ENGINEERING IMMEDIATELY. THE CONTRACTOR SHALL EXERCISE DUE CARE TO PROTECT THEM FROM DAMAGE DURING EXCAVATION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY DAMAGE WILL BE REPAIRED AT THE CONTRACTOR’S EXPENSE. ALL EXCAVATIONS SHALL ADHERE TO THE PROVISIONS OF THE MOST CURRENT OSHA STANDARDS AND SPECIFICATIONS. THIS PROPERTY IS IN ZONE "X” AS PER THE MAP BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY, FEDERAL INSURANCE ADMINISTRATION COMMUNITY PANEL NUMBER 661 OF 1100 FOR BALDWIN COUNTY AND MAP NUMBER 01003C0661M AS PER REVISED MAP DATED APRIL 19, 2019. SURVEY DATA WAS COMPILED FROM A BOUNDARY AND TOPOGRAPHIC SURVEY PROVIDED BY GONZALEZ - STRENGTH & ASSOCIATES, INC. LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 10. STORM DRAINAGE INLETS SHALL BE LOCATED AT THE LOWPOINTS. NOTIFY UEB ENGINEERING OF ANY DISCREPANCIES. 11. CONTRACTOR SHALL PROVIDE FOR PERSONNEL AND VEHICULAR PROTECTION AT ANY OPEN EXCAVATIONS IN ACCORDANCE WITH 29 CFR PART 1926 AS WELL AS ANY REQUIREMENTS FOR EXCAVATIONS GREATER THAN FOUR (4) FEET IN DEPTH. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR SHORING ADJACENT TO EXISTING STRUCTURES AND UNDERGROUND UTIUTIES DURING ALL EXCAVATION OPERATIONS. TYPE OF SHORING AND PROCEDURE TO BE FOLLOWED MAY BE SUBJECT TO THE ENGINEER’S REVIEW BUT THE STRUCTURAL ADEQUACY OF THESE SYSTEMS, AS WELL AS DAMAGES TO THE EXISTING FACILITIES, ARE THE RESPONSIBILITY OF THE CONTRACTOR. 13. COMPACTION TESTS SHALL BE TAKEN AT THE RECOMMENDATION OF THE ON-SITE GEOTECHNICAL ENGINEER. 14. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. SAND BACKFILL SHALL BE INSTALLED IN 12” LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR. 15. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED. 16. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE IS MAINTAINED THROUGHOUT CONSTRUCTION. PONDING AND STANDING WATER SHALL BE KEPT TO A MINIMUM. 17. THE MAXIMUM SLOPE IN HANDICAP PARKING AREAS SHALL NOT EXCEED 2.0% GRADE IN ANY DIRECTION. THE SLOPE IN ALL HANDICAP ACCESS ROUTES SHALL NOT EXCEED 5.0% GRADE IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. HANDICAP RAMPS SHALL NOT EXCEED 1:12 SLOPE IN THE DIRECTION OF TRAVEL AND 2.0% CROSS SLOPE. 18. THE FINISHED GRADE SHALL SLOPE AWAY FROM THE BUILDING(S) AT LEAST 1.0%. THE FINISHED GRADE SHALL BE 6” BELOW THE BUILDING FINISHED FLOOR ELEVATION UNLESS OTHERWISE NOTED ON DRAWINGS. WATERPROOFING SHALL BE REQUIRED AT ALL LOCATIONS WHICH THE FINISHED GRADE IS ABOVE THE FINISHED FLOOR ELEVATION. CONTRACTOR SHALL NOTIFY LIEB ENGINEERING OF ANY DISCREPANCIES. 10. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED AT THE END OF EACH WORKDAY. 11. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY 12. ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS OTHERWISE INDICATED ON THE LANDSCAPE PLAN. 13. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED. 14. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC. 15. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED. 16. 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. 17. 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. 18. 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. 19. 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. 20. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 13 DAYS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH ALDOT SPECIFICATIONS SECTION 652 AND 656. 1/1111111199——— 1/20/2026 THE LIMITS OF CLEARING SHALL BE AT THE EDGE OF PROPOSED GRADING OR THE PROPERTY LINE, WHICHEVER IS LESS. THE OWNER SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING. ALL TOP SOIL WITHIN LIMITS OF CONSTRUCTION (5’ BEYOND THE BUILDING FOOTPRINT AND 3’ BEYOND PAVEMENTS AND WITHIN THE LIMITS OF GRADING) SHALL BE STRIPPED AND STOCKPILED ON SITE IN AN APPROVED MANNER. TOPSOIL SHALL BE SPREAD 6" DEEP ON ALL NON HARDSCAPE AREAS TO BRING TO FINISHED GRADE. ANY EXCESS TOPSOIL SHALL BE DISPOSED OF OFF SITE IN AN APPROVED MANNER. IN CUT AREAS, SUBGRADE SHALL BE SCARIFIED A MINIMUM OF 1’ AND RECOMPACTED BEFORE PLACING FILL OR ANY OTHER IMPROVEMENTS. RECOMPACTION SHALL MEET THE SPECIFIED DENSITY AND MOISTURE CONTENT IN GRADING NOTE #6 AND #7. CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING THE SUBGRADE AFTER IT HAS BEEN INITIALLY PREPPED DUE TO INCLEMENT WEATHER AND CONSTRUCTION TRAFFIC. ALL STRUCTURAL FILL MATERIAL SHALL EXHIBIT CL, SP, SP-SM, SM OR SC CLASSIFICATION ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM HAVE A MAXIMUM OF 10% SOIL FINES PASSING THE NO. 200 SIEVE HAVE A MAXIMUM LIQUID LIMIT (LL) OF 50 HAVE A PLASTICITY INDEX (PL) OF 25 HAVE A MINIMUM STANDARD PROCTOR (ASTM D-698) MAXIMUM DRY DENSITY OF 110 PCF. MATERIAL SHALL BE PLACED IN 8” LOOSE LIFTS AND EACH LIFT COMPACTED TO 98 PERCENT STANDARD PROCTER DENSITY AS PER ASTM-D698, AT A FIELD MOISTURE WITHIN ±2 PERCENT OF OPTIMUM. ON SITE SOILS FREE OF ORGANICS AND DELETERIOUS MATERIALS AND SATISFYING THE SPECIFICATIONS PROVIDED ABOVE MAY BE STOCKPILED AND USED AS STRUCTURAL FILL. PIPE BEDDING SHALL BE "SELECT SAND.” THE MATERIAL SHALL CONTAIN LESS THAN 10% PASSING THE #200 SIEVE AND 90% OR LESS PASSING THE #40 SIEVE, BY WEIGHT. MATERIAL SHALL BE PLACED IN 8” LOOSE LIFTS AND EACH LIFT COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY AS PER ASTM-D698, AT A FIELD MOISTURE WITHIN ±3 PERCENT OF OPTIMUM. ON SITE SOILS FREE OF ORGANICS AND DELETERIOUS MATERIALS AND SATISFYING THE SPECIFICATIONS PROVIDED ABOVE MAY BE STOCKPILED AND USED AS STRUCTURAL FILL. SUBGRADE SHALL BE PROOF ROLLED WITH A HEAVILY LOADED DUMP TRUCK AND APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL FOUNDATIONS, PAVING, ETC.. ANY AREAS SHOWING SIGNS OF PUMPING, RUTTING, OR ANY UNSUITABLE (ORGANIC, SOFT, WET, LOOSE) MATERIAL FOUND IN PLACE SHALL BE UNDERCUT AND REPLACED, OR MOISTURE CONDITIONED AND COMPACTED TO THE SPECIFIED DENSITY AND MOISTURE CONTENT SPECIFIED. FINISHED GRADES ARE SHOWN ON THIS PLAN. CONTRACTOR SHALL MAKE THE APPROPRIATE HOLDDOWNS FOR SUBGRADE ELEVATIONS. Page 198 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' ZONED:B-2 G A / .0 .00 O (Q I'A10' BUILDING SETBACeDRAINAGE ilil7.5’ DRAINAGE &UTILITY EASEMENT 26 \ \(R) I » 1 I ZONED: B-2 I EASFD LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 & UTIL MENT ' |i l ll ll I O I I ZONED: B-2 I \tnII I I I — 0-XNN 4o o o a VI 0) O)38N2 I (4-I;ICZZANJIHIn t * yI _ . 1&2 ROCKWELL X V 245’2PLACE I15’O 41BOX 579 44OUX 0 o 7720’PI _ 83l l)433l VO33 24 s!hi SS SS SS SS —SS SS --------- SSQo I O 3 =I 48 6 ro/M LL |1 YJ 2—— NATNATAS O=REQ‘t +NM N 89°52‘36" W IT L C 5. I 15’ UTILITY & DRAINAGE EASEMENT Xe ( I I ■ I ! UNGC— — SS------------ I I d I 374.36'(M) 374.30'(R) REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) / / 1 1 i L REQ’D: "DO NOT ENTER” SIGNAGE ACCESS, UTILITY & DRAINAGE EASEMENT PER SLIDE 3020F CROSS HATCHED AREA NOT INCLUDED IN CONTRACT ( () REQ’D: HANDICAP SIGN, SYMBOL, AND STRIPING (SEE DETAIL) S 89°52'39" E . 373.99‘(M) 373.96‘(R) SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87' FL OUT: 105.81' N N. REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: CONCRETE PAVING (SEE DETAIL SHT.) REQ’D: DIRECTIONAL ARROW REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) REQ’D: PEVIOUS CONCRETE PAVING (SEE DETAIL SHT.) L REQ’D: -DUMPSTER ENCLC > (SEE ARCHITECTO 15’ UTILITY & DRAINAGE EASEMENT se REQ’D: CONCRETE SIDEWALK (SEE DETAIL SHT.) —4 ) /1 / xd. I I I I I I\ V \ \ I I V / • I I s 4 825 § z S 8 a == 2 ‘ &36 Rg V BAY NEETTE, AL 83 is! 3 =F % 1 / A LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 % J0%hbe- FFE:119.00’ O I 8 I•20’- . SLIDE 3020F FST ROCKWELL LLC - REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) 1. | r E / / 1PT1 $ 3 O o 8 1 I I G I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. I Y ' ■ ( I c SITE DATA: O O 7 (2 ARE COMPACT) 22’-2" G) UGP— UGI L7 SS SS r 6I 2,887 S.F. (0.07 AC.) (06.69%) 2,887 S.F. (0.07 AC.) (06.69%) 16,588 S.F. (0.38 AC.) (38.38%) 23,522 S.F. (0.54 AC.) (54.55%) 23,522 S.F. (0.54 AC.) (54.55%) COUNTY ZONED HDR: HIGH DENSITY RESIDENTIAL DISTRICT 8 9 / J 10. PERCENTAGE IMPERVIOUS AREA EXCLUDING BUILDING: 11. PERCENTAGE LANDSCAPING: 12. PERCENTAGE GREENSPACE: PROPOSED USE: ZONING: TOTAL AREA: BUILDING S.F.: PARKING SPACES REQUIRED: PARKING SPACES PROVIDED: BUILDING HEIGHT: TOTAL GROSS FLOOR AREA: PROPOSED BUILDING COVERAGE: OIL CHANGE BUSINESS B-2 GENERAL BUSINESS 0.99± AC. (43,029 S.F.) 2,887 S.F. 6 9 9 2 4 5 6 I. I / / $ LINE L1_ L2 L3 DISTANCE 19.84’ 25.06’ 14.81’ BEARING________ N 6051′32" W N OO°O8’14” E N 89°5O’15” W GO 0) I I I niuiiiiim i I I । / i i । । । । । । i । । । । । । । - ■ \ ■ \ i i i i । । । । I । । । i I I । । \ . । ■ । । । । । । i । । I । । । । । । । । । । I । । । । । । । । । । । । । । । । । । । । । । । ।11 11 । । i .1 f ill I Ii I I SS 11I I ■I T |UM 7 / REVISIONS FAIRHOPE JIFFY LUBE ABA/7go SITE PLAN <GSTERFOFAIRHOPE, AL ☆ 1§* OWNER: DATE: 1/20/2026 1"=20'JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C3.0 CCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF3 11 No. 31204 PROFESSIONAL) 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 A B C LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 ___________ISSUED FOR REVIEW ADDRESSING CITY COMMENTS ADDRESSING OWNER COMMENTS 1/20/2026 2/4/2026 2/5/2026 1/1111111199——— 2/5/2026 LEGEND ]STANDARD DUTY ASPHALT PAVING CONCRETE PAVING [PERVIOUS CONCRETE EXISTING ASPHALT PAVING WG RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 90 2 2 22 0 s 1C G ) ga g e 82 3 5 "2 . 6 SH E L D R I V E PU B L I C R O W ) ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . Page 199 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 11661 11663 1164 1170 11736 11720 1164 1167 1163 11631 1164 11676 1167 1167 1166 11664 11664 116641166 1152 11631 11666 11625 11637 11620 11600 1163 1161 11647 1163 11221122 1133711636 11647 11302 11247 1134111347 11663 1167 1160 1172 11764 11672 11703 11747 1174 117 107 1012 1050 11574 11544 114 1151 1147 11471 1142 11507 11554 11563 1151 11637 11656 11671 116 11735 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' O II I I 0)II I NG) o O I 1117.33-111 I ■117.85 0)I*1-118.25 IL-118.00I118.55-B ■117.65117.99-118.45-■118.13 ■118.25 ■117.39 1 16.84-7 /1 18.13 =x ======================= AIIIIIIIIII978118.84— 5 _ AL J = — _ .1/1188 118.63-118.46- .86 118.96 io 50) 11900 0.00:118.99 118.001-117.50 18.61-PLACE 5118.57- -118.76 >118.0 BOX 579■118.86 118.67-+< '18.96118.96 -117.05 115.85-118.69- Z -117.10H.118.30-118.05-118.62-I.118.96 -117.60, > 118.96 117.65-o -118.90 SS SS SS ---------- SS S SS SS --------- SS117.64 I2(-118.41 1116.90--118.96 116.63= 118.89 17.201'118.96 118.96 118.79- 118.77- 118.83-11118.96--117.00- —116.73-■119.49---rI O5-UNGC-— NAT GASN/AS O WNM N 89°52‘36" w 1N.20 0 ■118.96 1 18.90 ■ / ! UNGC— — SS------------ / I 1 V 0 S 89°52'39" E 373.99'(M) =373.96‘(R) LINE L1__ L2 L3 REQ’D: 38 LF. OF 18" RCP @ 0.50% SLOPE REQ’D: DOUBLE WING "S” INLET TOP EL.=117.34 INV. EL= 114.19 (SEE DETAIL SHT.) REQ’D: SINGLE WING "S’ INLET TOP EL= 118.35 INV. EL.= 115.19 (SEE DETAIL SHT.) REQ’D: 104 LF. OF 18” RCP @ 0.50% SLOPE REQ’D: 96 LF. OF 18” RCP @ 0.50% SLOPE $ ylulbe :119.00‘ REQ’D: SINGLE WING ”S” INLET TOP EL=117.91 INV. EL=114.67 (SEE DETAIL SHT.) DISTANCE 19.84’ 25.06’ 14.81’+ || \l 4 REQ’D: 8” HDPE HEADER PIPE @ 0.5% MIN. J 45 117.01— 111 117.03—' \ 117.05- REQ’D: 3:1 SLOPED PAVED HEADWALL INV. EL=114.00 BEARING________N 6051′32” W N 00°08’14” E N 89°5O’15” W | I I I I I I I I I + * \ V \ - \ 00/ F / +1 I BAY NEETTE, AL V P 8 % ■ 118.13V118.12 A IN I + 1 yNGe 118.16— LOT2X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 E -118.03 117.53 IIII 11 17.55, 115.90- 1 IIIHITJHTHE — x 182ROCK118.50-’ 118,06 Y. \ V.*1 . SLIDE 3020F FST ROCKWELL LLC O I 8 I II II II II\ 0)|4— L REQ’D: B 374.36'(M) 374.30'(R) REQ’D: CONNECT 4” HEADER PIPE TO 4” PERFORATED PVC PIPE (SEE PERVIOUS PAVER DETAIL) REQ’D: ROOF DRAINS (SEE MEP PLANS)4” HDPE HEADER PIPE @ 0.5% MIN. — / / I I I- Y ■ ■ ( I o o I I J 9 I . I. I / / — co 0) I I I I I I I 111 I ■I T |I I I I * I + I I I I I I I I I I I ' ' \' \ I I I I I I I I I I I I I I I I I +I 1 . I ■ I I I I I I I I I I I I I I I I I I I I I I I I I I | I I I I I I I + I I I I I I I I I r I I I I I I 11 11 I I I .1 1 I I I I / I I I I I I I I I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES.1. . |G) + UGPUGI4+ r' -ss SS G rQ2 XXX |2 I 6 9 $ 7 / REVISIONS FAIRHOPE JIFFY LUBE ABA/7GRADING & DRAINAGE PLAN <GSTERFOFAIRHOPE, AL §* OWNER: DATE: 1/20/2026 1”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C4.0 BCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF4 11 No. 31204 PROFESSIONAL) 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 A B LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 ISSUED FOR REVIEW ADDRESSING CITY COMMENTS 1/20/2026 2/4/2026 1/1111111199——— 2/4/2026 LEGEND STANDARD DUTY ASPHALT PAVING CONCRETE PAVING [PERVIOUS CONCRETE 5 EXISTING ASPHALT PAVING E E □ 3 11 4 . 9 9 ‘ ( ) 11 5 . 0 0 ( R ) ^5 0 . 8 L o O O BU S H E L D R I V E (5 0 ’ P U B L I C R O W ) U UG P J X A // 44 s 11 ‘I ‘ \ 9 C O 9 2 N Zm 3 \ \ mo b nm ) z8 O 3. 5 ♦ G G N 0 0 ' 1 5 ’ 4 7 " E 13 1 . 1 5 ’ ( M ) 13 1 . 1 6 ’ ( R ) \ \ \ RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) * . % % 1— O sa g e 88 5 5 99 2 2 22 8 5 A o- Xo . ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . Page 200 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' REQ’D: 48”x48” ELECTRICAL TRANSFORMER PAD (COORDINATE WITH ELECTRICAL PLANS & LOCAL PROVIDER) REQ’D: 48"x48” ELECTRICAL TRANSFORMER PAD (COORDINATE WITH MEP) nI L ( G A / .0 .00 O (Q I'A 10' BUILDING SeTBAC e AM"DRAINAGE ilil7.5’ DRAINAGE &UTILITY EASEMENT 26o \ \ 374.36 (M) 374.30‘ (R) O) 0) SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87’ FL OUT: 105.81’ REQ’D: 4” PVC GRAVITY SEWER LATERAL @ MIN. 1.0% SLOPE I I I — / / EASFD / & UTIIMENT ' |i l ll II! I BI -I I I L I 15 BUILDING SETBACK DRAINAGE, UTILITY & PEDESTRIAN EASEMENT PER SLIDE 3020F REQ’D: 2” WATER SERVICE, METER AND BOX TO BE INSTALLED PER FAIRHOPE PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS REQ’D: NATURAL GAS SERVICE (COORDINATE W/ FAIRHOPE PUBLIC UTILITIES) I0O I I —E 1 0) *1 1.I 4 z1111111111111 1&2 ROCKWELL PLACEI 4 BOX 579 $++E ■I .1 B \ L ■ ,!1 tSS - —— SS SS SS SS —SS SS SS\I y1 1II)L1 r O-UNGC7---— NAT GASN/AS O O)WWM N 89°52‘36" I I UNGC— — SS------------ 373.99°(M) -373.96‘(R) I Ew___ / i i L. BAY NEETTE, AL % O I 8 3"I 1 I — . I j&hbe’ FFE:119.00‘ •=====l) / / A.JMIIRIIIHITICy “144 g I J . 1&2 ROCKWELL - . SLIDE 3020F FST ROCKWELL LLC I I II II I 0)II I.I \ I I, II ■ I // I FAIRHOPE PUBLIC UTILITIES NOT RESPONSIBLE TO REPAIR ASPHALT, CONCRETE DRIVEWAYS, OR OTHER HARDSCAPING OVER THE SEWER LATERAL AND CLEANOUT MONUMENT THAT IS WITHIN THE UTILITY EASMENT/ROW. LINE L1_ L2 L3 REQ’D: OIL/WATER SEPARATOR (SEE MECHANICAL DWG’S) DISTANCE 19.84’ 25.06’ 14.81’ REQ’D: PVC SEWER CLEANOUT (TYP.) (SEE DETAIL SHT.) I BEARING_____ N 60'51’32” W N 00'08’14” E N 89'50’15” W I • I I REQ’D: SEE MEP PLANS FOR CONTINUATION I V \ \ \ \V X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 1PT1 3 O o 8 1 MARK CURB FOR SEWER LOCATION WITH THE LETTER "S" (SEWER) SHALL BE ENGRAVED OR IMPRINTED ON THE VERTICAL FACE OF THE CURB AND GUTTER, OR ON THE HIGH POINT OF A ROLLED CURB, ALIGNED WITH THE RESPECTIVE SERVICE CLEANOUT AT THE PROPERTY LINE/ROW. CO 0) I I IVERIFY SEWER LATERAL CONDITION, THE PLUMBER MUST ENSURE THAT THE CITY’S SEWER LATERAL CONNECTION AT THE PROPERTY LINE/ROW IS INTACT, UNOBSTRUCTED, AND PROPERLY SLOPED ALL THE WAY TO THE SEWER MAIN LINE PRIOR TO CONNECTING TO THE NEW BUILDING SEWER SYSTEM. min M I I I ■I O o 882 rO°812 O 51 1X1 T (4 I 1 / / U $ I NOTES: 2. I 3. ) 5. 6. ■ (8. 9. I 10 O o UGPUCIL7 SS r 61 / J SEE SHEET C2.0 FOR GENERAL NOTES. 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. COORDINATE OIL/WATER SEPARATOR SIZE WITH MEP DRAWINGS. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE (FOG)-INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS-SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE UNE. THIS UNE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG-PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING’ S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THE GREASE INTERCEPTOR. THE GREASE INTERCEPTOR SHALL BE DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE INTERNATIONAL PLUMBING CODE (IPC) SECTION 1003.3.5, ASME A112.14.3, AND APPLICABLE LOCAL REGULATIONS INCLUDING FAIRHOPE BUILDING STANDARDS. THE INTERCEPTOR TYPE (HYDROMECHANICAL OR GRAVITY), LOCATION, CAPACITY, INVERT ELEVATIONS, PIPE SIZE AND SLOPE, FLOW DIRECTION, CLEANOUTS, AND MANHOLES, AND ACCESS SHALL BE CLEARLY INDICATED ON THE PLUMBING PLANS. ALL GREASE WASTE PIPING SHALL BE LABELED AND SIZED APPROPRIATELY, WITH CLEANOUTS PROVIDED PER CODE. MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILITY OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. BUILDING WILL NOT REQUIRE A SPRINKLER SYSTEM. 6 9 REQ’D: 4” GRAVITY SEWER LATERAL TO BE INSTALLED PER FAIRHOPE PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS 8 I. I / / $SS REVISIONS FAIRHOPE JIFFY LUBE ABA/7x UTILITY PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1”=20’JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C5.0 BCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF5 11 No. 31204 PROFESSIONAL) 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 A B LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _________ ISSUED FOR REVIEW ADDRESSING OWNER COMMENTS 1/20/2026 2/5/2026 1/1111111199——— 2/5/2026 LEGEND [STANDARD DUTY ASPHALT PAVING tg CONCRETE PAVING PERVIOUS CONCRETE 5888 EXISTING ASPHALT PAVING mo b 9OT L5 RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 9. 0 ‘3 % 2 9 00 - o O 2— S _ BQ S o 5 l 00 3 ( ) u. O . C i 6- - - - - - - -- - - - - i $ 6- - - - - - - 8 28 11 8 I’ g Q o§ 1 se e 20 2 . 82 s 82 5 . Page 201 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' EROSION CONTROL LEGEND 0)\ L G A / .0 .00 O (QA10' BUILDING SETBAC eDRAINAGE 7.5’ DRAINAGE &UTILITY EASEMENT 26 \ \(R) 374.36°(M) 374.30‘(R) I SANITARY MANHOLE TOP EL:115.19’ FL IN: 105.87’ FL OUT: 105.81’ » 1 I ZONED: B-2 I — // REO’D: CONCRETE WASHOUT (SEE DETAIL SHT.) / EASFD LOT 1 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 & UTIL MENT ' O o ID((o)(O ISB(wIP)V >1WIP CO *1 4 WIP PLACE 5 BOX 579 BAY8 22 $++rO9 Til ill812 Z )\o —I (CEP)SS - —— SS .SS S SS--------- SSDI2I AJ0%febe-I GCFFE: 119.00’L1 |1==---------OLIKLP A___________ __________ __________ I LMLAA—ONO C-----------------------U I U Cn— NAT GASAS SB O —N8952 • 30W- III i l I UNGC— SS---------- T I I \ l l V'll _ _______/ SX O 8 I | I I L-C Ale IIIIIIIIIIIII / - - —373.9(M)— - — 373.96‘(R) % III AAJIUIIHIng g I . 1&2 ROCKWELL — — a—SS-0 n DAET O I z 1°"I I I — . I SB) 1 11 hl I | I % NESETTE, AL SS — . SLIDE 3020F FST ROCKWELL LLC 58 M wl l |0)711 I 1.I \ I / // I• I I I V\ \ \ \ h V (WIP) LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 1 G7ft N8ilil ! < I । il ll I I I ) EROSION CONTROL NOTES: 1. 2. ’ ( 3. I 5. O 6. O 8. 9. 10. O I 12. 13. 14. 15. UGPUGI 16.L 17.7 18. S$SS 19. r 20.Q2 21. AREAS, LATEST EDITION. 6I / J 9 6 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 & T 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 PUBLIC 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 I. I / / $ I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. GO 0) I I LINE L1_ L2 L3 DISTANCE 19.84’ 25.06’ 14.81’ BEARING_____ N 60'51’32’’ W N 00'08’14” E N 89'50’15” W 1 I II. I 1 I । I । ! I I I I I I I I I I I I I ’ I I I I I I I I I I I I I I | I ( I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I | I ■ I I I I I I I I I I I I I \ ' I \ I I I I I I I I I I I. | 1 II I I I I — @ SILT FENCING CONSTRUCTION EXIT PAD CONCRETE WASHOUT WATTLE INLET PROTECTION OR SILT SAVER (OR APPROVED EQUAL) 111 I ■I t |I I I I 7/ SS REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW EROSION CONTROL PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C6.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF6 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE 5 EXISTING ASPHALT PAVING L E □ 3 I U w w G G RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) 99 2 2 22 8 5 00 FE u I O 6E 9 8 05 4 . dO f UC P d o f l BU S H E L D R I V E (5 0 P U B L I C R O W ) ST A T E H I G H W A Y . 1 8 1 < ( P U B L I C R O W XA R I E S ) Page 202 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' I I I III I II II I |I I I 0)II I 1.I I \ 11 II ——No o a —I11 I 0) *1 1.I ------HHHHHH--+H+H 1,$ 511TBOX 579 .44 V H+H+ . I I.I)\/I SS - —— SS SS---------- SS SS SS SS SS--------- SSisI— " [A ---jsylubber I GCFFE: 119.00’L1 |1==---------O_______ I LMLAA------- UNDC-UNSC-------— NAT GASN/AS O WWM N 89°52‘36" W tnAgiyga“G““ I I UNGC— — SS------------ ■ / // I I I L tn 0) S 89°52'39" E 373.99'(M) =373.96‘(R) LINE L1_ L2 L3 0 DISTANCE 19.84’ 25.06’ 14.81’ I\ 1 I I I I BEARING_____ N 60'51’32’’ W N 00'08’14” E N 89'50’15” W I I V I • I I _ _______/ V V V \ \ IWM) V O 8 BAY NEETTE, AL 4. * "I 1 I — . I O I 8 2 1&2 ROCKWELL , PLACE X LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 % 1 . SLIDE 3020F FST ROCKWELL LLC 111 I ■I T (Ul—I n374.36'(M) 374.30'(R) O) 0) 1 | .1I. I1 I1 I I I I I I / I I I I I I I I I I I I I I I ’ I I I I I I I I I I \ . I . I I I I I I I I I I I I I | I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I | I I I I I I I \' I \ I I I I I I I I I I I. I 1 II I LPT1 N8ilil I < 4 i il in i SS / U $ I NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES.1. I ) Q ■ ( I 0 O o / J 9 I I. | / / 7 I REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7A ISSUED FOR REVIEW PEDESTRIAN CIRCULATION PLAN <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C7.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF7 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND [ ]STANDARD DUTY ASPHALT PAVING CONCRETE PAVING PERVIOUS CONCRETE 588882EXISTING ASPHALT PAVING PEDESTRIAN ROUTE ADA ROUTE tt Xs G G G G G 60 0 5 0 0 XW , 6 6 v I l 3 ( S 0 . 8 1 . 0 0 N // / s 11 7 89 2 Zm 3 mo b nm ) z8 O 3. 5 W W G G Yo . o. \ \ \ RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) % 1— O sa g e 88 5 5 3 X 99 2 2 22 8 5 A I UG P I \U / uG d G n UG P •U G P —U G P M --- - - - - W W UG UG P — do n /A ] GO CO I ST A T E H I G H W A Y 1 8 1 (P U B L I C R O W VA R I E S ) . Page 203 of 799 IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) IPF CAPPED REBAR (CA1007) SITE CONTROL 2 CAPPED REBAR (CA1007) 43,029 Sq. Feet ± 0.99 Acres ± ROW RO W RO W RO W RO W RO W RO W RO W ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' I I - 0) 0) "I■I l I TI I I I I I I I II I II II I.I \II\ ■ LOT 3 RESUBDIVISION OF LOT 1 AND COMMON AREAS 1&2 ROCKWELL PLACE SLIDE 3020F FST ROCKWELL LLC PO BOX 579 BAY MINETTE, AL 36507 ( G) UGPAm I ss----- 4 G. *4I / J 8 "O' 8 LINE L1 L2 L3 BEARING________ N 60°51‘32" W N 00°08‘14" E N 8950’15” W DISTANCE 19.84’ 25.06’ 14.81’ NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW AERIAL OVERLAY <GSTERFOFAIRHOPE, AL ☆ 1§* OWNER: DATE: 1/20/2026 1"=20‘JOB NUMBER DRAWN BY: J LG SCALE:SHEET NUMBERLIEB ENGINEERING C8.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF8 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 LEGEND [ ]STANDARD DUTY ASPHALT PAVING EES CONCRETE PAVING EXISTING ASPHALT PAVING Sn BU S H E L D R I V E 1o x 0 n n 0 0 0 0 0 n 0 = 2 = = x = = = = = = = = = = = W = y s n a i .O S ) r C dO dO R e .t f 6 1 J — S 0 0 ° 0 7 ' 0 5 " W £ (W N ) . 0 0 S L L \ % % t s: ss I N — A 7, Xx / — —) \ J J ' l II / \ X |7 I \ / \ * . K \ / I U /‘ 2 6% \ I 7/ I N \ \ \ \ I I o I I 0“ io tw. w \ ( s ° □ I l I N wW J 22 2 9 9 II I 0 1/ I vr r t © I s8 8 y 82 3 5 “2 . 6 = • I X t is i20 0 ) 3 &W □ d II — 4G T — W M W / V 1 -I ’ I w\ Y s RO C K W E L L B L V D (P U B L I C R O W VA R I E S ) / 7 (D ■ A Il / / 02 8 1 \ \ c IT T 0 hIIII II I 8II I 1W II I } V ) I' !t 8 -- - - - - - - - - - UG P -- - - - - - - - - - E ee e a UG P UG P W W /1 X T (W ) O 0 S I L 11 4 . 9 9 ( M ) V Xs G G G — G - G G G t ( 1 1 W „ w o e Pe a i wa s i We e . 00 0 . 0 0 0 0 ee l e l e . Pe e l e l e l e . we r e l e “r e r e r e t e r e " e r e r e r e r e ” oe VA R I E S ) (P U B L K R O W ST A T E H I G H W A Y 1 8 1 E2 2 we x — N 0 0 ' 1 5 ’ 4 7 " E 13 1 . 1 5 ’ ( M ) 13 1 . 1 6 ’ ( R ) Page 204 of 799 ISSUED FOR REVIEW SEALER (DETAIL N GREASED SLIP COVER JOINT A) / 24 LONG 3/4 0 SMOOTHMOOTH - C.T.C. \ KACo BAR @ 22” #3 9 15” O.C.E.W. 1/4/ SILICONE JOINT SEALER } SANDBLAST TOP 1 OF JOINT BEFORE SEALING JOINT SEALER DETAIL B SAW CUT JOINT 3/4” JOINT SEALER DETAIL A AT PQUR BREAKS AND ADJACENT TO EXISTING CONCRETE FRONT VIEW FENCE - TYPE A SBN.T.S. EXPANSION JOINTDOWELED AT POUR BREAKS JOINT SEALER (DETAIL B) 1/4” RADIUS 5 02 CUT ALTERNATE BARS AT JOINT CONTROL JOINT - TYP, CONCRETE PAVING DETAIL N.T.S. 1/4” WIDE X 1.5” DEEP GROOVE (SEE NOTE #4) 3/4’ PREFORMED JOINT SEALER NOTES: 1. CONTRACTOR SHALL INSTALL 4” OF CRUSHED AGGREGATE BASE COURSE, TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING 2. CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS 3. CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN. 4. CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY. 5. EXPANSION JOINTS AT POUR BREAKS AND 100’ MAX SPACING. COORDINATE WITH CONTROL JOINTS. SILTCO T |FLOW SPECIAL NOTE: SIDE VIEW ( — MAX 10’ O.C. —CO T FABRIC WOVEN WIRE • (FENCE BACKING GRADE $9 2 S 98,5 1. USE 36” D.O.T. APPROVED FABRIC. 2. USE STEEL POSTS - ONLY. 232 LT 1. 2. 3. 4. CONSTRUCTION EXIT PADCEPN.T.S. A STABILIZED PAD OF CRUSHED STONE SPREAD OVER FILTER FABRIC SHALL BE LOCATED WHERE TRAFFIC WILL BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM A PUBLIC STREET. THE STONE SHALL BE ALDOT GRADATION NO. 1 STONE, FILTER FABRIC SHALL BE NONWOVEN GEOTEXTILE CLASS IV OR EQUAL. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY BY STREET CLEANING (NOT FLUSHING). WHEN NECESSARY, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT BASIN. IF THE PAD SLOPE TOWARDS THE ROAD EXCEEDS 2%, A DIVERSION RIDGE 6” - 8” HIGH WITH 3:1 SIDE SLOPES MUST BE CONSTRUCTED ACROSS THE FOUNDATION APPROXIMATELY 15’ AWAY FROM THE ROAD AND DRAIN INTO A SEDIMENT TRAP OR BASIN. 50' TYPICAL 12” MIN. ’O' TYPICAL ISOMETRIC VIEW EXISTING GRADE 50' MINIMUM 1 ELEVATION SPECIAL NOTES : HARD SURFACE/ PUBLIC ROAD CLASS IV GEOTEXTILE (SEE NOTES) HARD SURFACE/ PUBLIC RO/ AGGREGATE SHALL BE ALDOT COARSE GRADATION NO.1 CLASS IV GEOTEXTILE (SEE NOTES) WOODEN STAKE DETAIL A OWATTLE WATTLE po CURB INLET PROTECTIONa WOODEN STAKErPLAN VIEW WATTLE STORM SEWER INLETqot n WATTLE FLOW GRADE V 2 DETAIL BDROP INLET PROTECTION DETAIL A O WIP WOODEN STAKE (SEE DETAIL B) FLOW DO NOT PENETRATE CORE MATERIAL WITH WOODEN STAKE — GRADE PLACE ANCHOR THROUGH NETTING PLACE ANCHOR THROUGH NETTING DO NOT PENETRATE CORE MATERIAL WITH WOODEN STAKE WOODEN STAKE WATTLE NOTE: WATTLES MAY BE A STRAW WATTLE, A 57 STONE WATTLE, A CURLEX SEDIMENT LOG, OR APPROVED EQUAL. e (XN m STORM SEWER INLET STORM SEWER INLET o X 6109080 WATTLE INLET PROTECTION N.T.S. CONSTRUCTION SPECIFICATIONS 2 IN 10 FT TYP.% IN DIA. IN ----STAPLE DETAIL BINDING WIRE B STAPLESP SIArLtS / (2 PER BALE)E f/TYP. STRAW BALE (TYP.) PLAN SECTION B-B CONCRETE WASHOUT STRUCTURE DETAIL N.T.S. .IMPERMEABLE SHEETING — STAKE (TYP.) IMPERMEABLE SHEETING STRAW BALE (TYP.) WOOD OR METAL STAKES (2 PER BALE) 3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 5. KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED. 1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH 4. PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY.et X% IN DIA. —L STEEL WIRE — I 4 REVISIONS FAIRHOPE JIFFY LUBE 1/20/2026 ABA/7xA ISSUED FOR REVIEW CIVIL DETAILS <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C9.0 ACOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF9 11 No. 31204 PROFESSIONAL) 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 LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/1111111199——— 1/20/2026 NOTE: 1. 2. -TEE WYE oCCma 3. CAPBEND 4. 5.PLAN VIEW N.T.S. 4" TYP./ MIN. 4" THICK GRAVEL BASE SDR 26 RISER TRENCH 45° MINIMUM 6. 1 UBU 1 SDR 26 CAP 7. D -TEE WYE ELEVATION VIEW N.T.S. STANDARD SANITARY SEWER DETAILSCITY OF /FAIRHOPE TYPICAL SANITARY SEWER LATERAL CONNECTION FINISHED GRADE SDR 26 SEWER CLEANOUT W/ 2" RECESSED NUT CAP 6" MIN* R/W, PROPERTY, OR EASEMENT LINE CITY OF FAIRHOPE PUBLIC UTILIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 18" MIN* SANITARY SEWER MAIN SDR 26 BEND (MAX. 45°) CAST IRON MONUMENT BOX EJIW 1566 W/"S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER SANITARY SEWER LATERLS SHALL BE 4" SDR 26 UNLESS DIRECTED OTHERWISE BY THE OWNER, NON-SEIZE GREASE SUITABLE FOR USE WITH PVC FITTINGS SHALL BE APPLIED TO THE THREADS OF THE CLAENOUT CAP. NO HORIZONTAL BENDS SHALL BE ALLOWED BETWEEN THE MAIN AND THE CLEANOUT UNLESS APPROVED IN WRITING BY THE CITY OF FAIRHOPE. WHERE HORIZONTAL BENDS ARE ALLOWED, AN ADDITIONAL CLEANOUT SHALL BE INSTALLED AT EACH BEND. SDR 26 SEWER LATERAL DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOR THE BRANCH CONNECTIONS AND GASKETED PUSH-ON JOINTS FOR THE RUN CONNECTIONS. PVC LATERALS SHALL BE MARKED WITH 14-GAUGE COATED COPPER WIRE BURIED 3 TO 6 INCHES ABOVE THE TOP OF THE PIPE IN ACCORDANCE WITH SECTION 400.07 OF FAIRHOPE UTILITIES' STANDARD SPECIFICATIONS. THE END OF THE LOCATION WIRE SHALL STUB-UP AT THE CLEANOUT INTO THE MONUMENT BOX. CAST IRON MONUMENT BOX EJIW 1566 W/ "S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE DOUBLE-SWEEP TEE (BRANCH CONNECTION SHALL BE SOLVENT WELD JOIN AND RUN CONNECTIONS SHALL BE GASKETED PUSH-ON JOINTS TO PROHIBIT ROTATION OF THE RISER SECTION. WHERE THE SANITARY SEWER MAIN IS PVC C900, THE TEE-WYE SHALL BE GASKETED C-900. SANITARY SEWER LATERAL CLEANOUTS SHALL BE INSTALLED AS NEAR TO THE R/W, PROPERTY, OR EASEMENT LINE AS POSSIBLE. IF A CLEANOUT IS TO BE INSTALLED WHERE SIDEWALK IS EITHER EXISTING OR PROPOSED, IT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE R/W LINE WHERE PRACTICAL. IF THE SIDEWALK IS INSTALLED AT THE R/W LINE, THE CLEANOUT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE EDGE OF PAVEMENT IMMEDIATELY ADJACENT TO THE SIDEWAY. THE CLEAOUT SHALL NOT BE PLACED IN THE SIDEWALK OR A PAVED DRIVEWAY UNLESS APPROVED IN WRITING BY THE FAIRHOPE UTILITIES AND THE CITY OF FAIRHOPE. DATE ISSUED 11/25/20 SHEET NO. S-6 — STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER STACK SHALL REST ON UNDISTURBED SOIL CL E A R kb 1 1 / 2 (S E E N O T E 1/ 4 ” M I N . - t SE A L A N T - TH I C K N E S S - N 22389 2 kJ 5K3/ 8 ” M I N . SE A L A N T TH I C K N E S S 8- 4 51 SX % 31 6" D3 A k ** X * W X Page 205 of 799 ISSUED FOR REVIEW € PARKING STALL 9* 12” 20’ C% 6” ..JiBLUE 2 € PARKING STALL (SEE HANDICAP SYMBOL AND STRIPING NOTE: REFER TO SITE PLAN FOR HANDICAP SIGN LOCATION. 4" WIDE BLUE STRIPING 3/4” PREFORMED JOINT SEALER 1” OVAL BACKER ROD JOINT SEALER DETAIL A AT POUR BREAKS AND ADJACENT TO EXISTING CONCRETE 1/4”332+9 SILICONE JOINT SEALER V SANDBLAST TOP 1” OF JOINT BEFORE SEALING 0)Z — 0 JOINT SEALER DETAIL B SAW CUT JOINT FACE OF GUTTER 11=111=111=111=1111III—II—III—III—IIIFteii=iii=m=lCOIISUBGRADEI—III=111=111=111=111=1HIII-III-II-III—m III-III—IV—JI,-!, • ♦NOTE: REFER TO PERVIOUS CONCRETE PAVING SPECIFICATION FOR DETAILS. TOP 12 INCHES - 98% COMPACTION (ASTM D-698) 6 OZ. NONWOVEN GEOTEXTILE FABRIC 4" PERFORATED PVC PIPE. INSTALL ON DOWNHILL SIDE OF ROAD PARALLEL TO CENTER LINE AND CONNECT TO STORM SYSTEM. SMB TYPICAL PIPE BEDDING AND N.T.S. 51 darailug 100/2V —— CUT ACUT ALTERNATE BARS AT JOINT CONTROL JOINT - TYP. JOTES: ) CONTRACTOR SHALL INSTALL 4” OF CRUSHED AGGREGATE BASE COURSE, < TYPE B (ALDOT 825) UNDER ALL CONCRETE PAVING . CONCRETE SHALL HAVE 4000 PSI AT 28 DAYS 1 CONTRACTOR SHALL INSTALL CONTROL JOINTS IN CONCRETE PAVING AT 15' MAX ) SPACING BOTH WAYS. COORDINATE WITH ARCHITECTURAL PLANS FOR SCORING PATTERN ) CONTROL JOINT TO BE 1/4 OF THE SLAB THICKNESS TYPICALLY. L EXPANSION JOINTS AT POUR BREAKS AND 100' MAX SPACING. COORDINATE WITH ) CONTROL JOINTS. JOINT SEALER (DETAIL B) 1/4” RADIUS1/4” WIDE X 1.5” DEEP GROOVE (SEE NOTE #4) 24” LONG 3/4” 0 SMOOTHoOIn —\APERVIOUS CONCRETE PAVING o •BAR @ 22” C.u #3 @ 15” O.C.E.W. 3/4” PREFORMED JOINT SEALER JOINT SEALER (DETAIL A) GREASED SLIP COVER EXPANSION JOINT - DOWELED AT POUR BREAKS INITIAL BACKFILL DETAIL N.T.S. SELECT GRANULAR MA (SEE SPECIFICATIONS) .Y PLACED Ah ED SELECTED IN 6” LIHS FOR VAN ACCESSIBLE SPACES FINISHED GRADE 3,000 PSI CONCRETE HANDICAP SIGN N.T.S. 6” DIA STEEL PIPE BOLLARD, W/ BOLLARD COVER BL-1 BY IDEAL SLEEVE (YELLOW OR GRAY), IF SIGN IS IN LANDSCAPE AREA, SIGN POST WILL BE DRIVEN INTO GROUND 36” MIN. VAN ACCESSIBLE NOTES: 1. HANDICAP PARKING SIGN SHALL CONFORM TO ALL GOVERNING REGULATIONS. 2. HANDICAP SIGN SHALL BE 12” x 18”x 0.08”, FASTENED WITH TWO EACH 3/8” CADIUM BOLTS, NUTS AND WASHERS. 3. POST SHALL BE 1.75” x 3-1/2” HEAVY DUTY GALVANIZED. ifL.—J1 TAPE OR STRAPPING PIPE JOINT PIPE JOINT WRAP N.T.S. CONCRETE PAVING DETAIL N.T.S. 1-WIDTH VARIES- J 2’ WHITE TRAFFIC STRIPE PEDESTRIAN CROSSWALK N.T.S. CROSSWALK STRIPING TO COVER FULL WIDTH OF PAVEMENT AND TO TIE TO CURB AND GUTTER, OR OTHER CROSSWALK NOTES: 1. CROSSWALK LINES SHALL CONSIST OF SOLID WHITE LINES THAT MARK THE CROSSWALK. THE LINES SHALL NOT BE LESS THAN 2 FEET IN WIDTH. 2. CROSSWALK LINES SHOULD EXTEND THE FULL WIDTH OF PAVEMENT FROM CURB TO CURB OR TO THE EDGE OF THE INTERSECTING CROSSWALK. 3. FOR ADDED VISIBILITY, THE CROSSWALK AREA MAY BE MARKED WITH WHITE DIAGONAL LINES AT 45 DEGREE ANGLE TO THE LINE OF THE CROSSWALK. PAVEMENT MARKING MAY BE TRAFFIC STRIPING OR THERMOPLASTIC IIIIIIIIII (TYPICAL) / / 2‘ WHITF TRAFFIC STRIPF — / g1 6 •— 1’-6” to.6”T -— 1’-6” (o TR j 2 —I - PAVING SLOPEoDO. 2 2’-0”L 24” CURB & GUTTER N.T.S. NOTES: 1. SLOPE GUTTER AS SHOWN ACCORDING TO PAVING SLOPE. 2. 3/4” EXPANSION JOINT REQUIRED AT P.O.’S AND P.T.’S OF ALL CURVES, AT STRUCTURES (CURB INLETS, WHEELCHAIR RAMPS, ETC.) AND EVERY 100' MAX. WITH FILLER MATERIAL. 3. 3/16” SAWED JOINTS REQUIRED ON 20’ INTERVALS. 4. 3,000 PSI CONCRETE UNLESS STATED OTHERWISE. PAVING SLOPE: 8” DIA. ( RESERVED PARKING 4" THINK CONCRETE IFINISHED GRADE =R1/8"L CONTRACTION JOINT 11/8” 3,000 PSI JOINT SEALER EXPANSION JOINT TYPICAL SIDEWALK DETAIL N.T.S. PRE-MOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 - 1/8” 11 6X6 W1.4XW1.4 WELDED WIRE REINFORCEMENT NOTE: ------- 1. CONTRACTOR SHALL PLACE A CONTRACTION JOINT EVERY 5 TO 10 FEET. 2. CONTRACTOR SHALL PLACE AN EXPANSION JOINT EVERY 15 FEET. 3. MAXIMUM CROSS SLOPE SHALL NOT EXCEED 2.0% (UNLESS OTHERWISE NOTED) 4’-0” to 8’—0” SECTION VIEW 1’-6” OVERLAP DRAIN PIPE NON-WOVEN FILTER FABRIC NOTE: JOINTS ON ALL STORM DRAIN PIPES SHALL BE WRAPPED WITH A NON-WOVEN FILTER FABRIC AS SHOWN IN THIS DETAIL. 18” O)CONCRETE 2 O 4" - 30’ D.I. BEND =0)Z 4” X D” D.I. WYE ENCASE WYE IN CONCRETE CLEANOUT N.T.S. JOSAM #58490 CLEANOUT C.I. FERRULE AND BRASS PLUG IF LINE ENDS AT THIS POINT, A PLUG SHALL BE INSTALLED IN THE BELL. ( Q S L 2 th T — ENCASE V 0 PERVIOUS CONCRETE* -UNWASHED. #78 STONE -_/ SE SECTION VIEW0.9” DIA. 2.35” - N T PLAN VIEW DOME PAVER DETAIL N.T.S. NOTES: 1. SEE PLAN FOR LOCATION AND EXTENTS OF PAVERS. OOO — O OO O O-f © 2.35242.35* — 8O 22227(3 © © STANDARD DUTY ASPHALT PAVING N.T.S. REQUIRED 2 INCH BITUMINOUS WEARING SURFACE (220 Ib/sy 3/4” MAX. AGG MIX) (ALDOT 424A) 6" CRUSHED AGGREGATE BASE (100% STANDARD DENSITY) (ALDOT 825) 24” A-2-4 STRUCTURAL FILL (COMPACTED TO 100% STANDARD DENSITY) CONCRETE SIDEWALK - WIDTH PERPLAN' R1' MIN. • • 82189 R1’ MIN. at - ■ CURB RETURN HANDICAP RAMP N.T.S. NEW CURB AND GUTTER TO BE SAME SIZE AS EXISTING. TIE TO EXISTING ENSURING SMOOTH TRANSITION AND NO PONDING OF STORMWATER FACE OF CURB RAMP EDGE TO BE FLUSH WITH GUTTER LINE SIDEWALK FLUSH WITH TOP OF CURB. INSTALL 1/2” EXPANSION JOINT c REVISIONS FAIRHOPE JIFFY LUBE ABA/7x CIVIL DETAILS <GSTERFOFAIRHOPE, AL ☆ 1§*OWNER: DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN SHEET NUMBERLIEB ENGINEERING C10.0 CCOMPANY2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL OF10 11 No. 31204 PROFESSIONAL) 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 A B C LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 _________ ISSUED FOR REVIEW ADDRESSING CITY COMMENTS ADDRESSING OWNER COMMENTS 1/20/2026 2/4/2026 2/5/2026 1/1111111199——— 2/5/2026 5’ MIN. 4’ T O E D G E OF P A V E M E N T 1 1 / 2 (S E E N O T E 4 ) | 4 T H I C K - 6 T O 1 5 P I P E 6” T H I C K - 1 8 ” A N D L A R G E R P I P E I 22 R 5 — O ) VA R I E S © ■I l I N I J .L 3q © O 1 2 — i 3/ 8 ” M I N . SE A L A N T TH I C K N E S S 2 1 T Y P I C A L Page 206 of 799 ISSUED FOR REVIEW X" GROOVES XTHESE LIMITSI oO5m+-B)X 2@ vyvs@ MANHOLE A &eA"x"< «r-0"R6"me m2‘ ====2201 8'-0"S "A""B" -BEVELED RING ^#5 BARS @ 4”5 O.C. (MARK-D-D)#5 BARS @ 4" O.C. (MARK-C)1Zk (BENT): EQ’D.)MARK-E-C)LU.2 -1-#5 BAR BENT (MARK-E) -#5 PLAN OF RING PLAN OF COVER3‘-6"-6"O.C. (N -ARS @ 4" (MARK-D)He 1 \ —=O.C.-D)APPROXIMATE WEIGHT OF CASTING4'-6"5"2 - #5 BARS STRAIGHT ... 2WHEN REQ'D.SECTION "DD”The3%":-TB)]\EOUe—+T27"27"-I-3" 3" 3" 3" 3""C" St IROUNDED,12-#6 6"3-00/ —r—2-#6 BARS (MARK-A)0 6”/37 2 2-0" MIN:S'xf "B‘• #5 BARS @4" O.C. (MARK - B)K%" WIDE %6" DEEP 2 - #4 BARS%"SECTION "YY" NO CURB AND GUTTER WILL BE PAID FOR WITHIN THESE LIMITS NO CURB AND GUTTER WILL BE PAID FOR WITHIN THIS LIMITSSECTION "XX"2‘-0" MIN.6"6"—IPLAN6‘-0" 5‘-6"3‘-0" -6"3‘-0" MIN.4‘-0"2-#4TIE BARS2‘-0"MIN 16"I I %" CHAMFER24" LG. IN CURB (MARK-TB)r----- MARSEE BARS ABOVE VARIES I ROM 7 AMARK-A OUNDEDr 6"/1.ROUNDF16",5‘-6" 3‘-0"3MARK-BINLET COVERXY 6"®%" CHAMFERROUNDEDLONG (STRAIGHT) (MARK-F) 1 -1 %" 9 5 CURB&BEVELED RING4aVAet16"L GUTTERROUNDED6"--4 6" ROUNDED INLET COVER7.#5 BARS "E" /1 %""E""E”@ „ CONCRETEROUNDED ==-BEVE [2417" I _ I - 2 - #6 BARS BEVELED(MA 6" zi LWEEP‘HOLES SECTION ”C1-Cl"see o.——=4 L 2" WEEPHOLES BARS-G INLET,SECTION "AA"COVER 7 /BATTER SAME RATE AS CURB 48, ATw3PIPE CONNECTIONS NOTE TO CONTRACTOR:CURBK A8‘-0"-0'6" I FOR 36"-54" PIPE S 4 SLOPE BOTTOM //TO PIPE I, CURB AND GUTTER WHEN REQUIRED 2 - (NO. 4) TIE BARS, 2 LG. (IN CURB) MARK- 24"6"-TB□4 4 : it 6"R 1 (MARK-F)-EDGE OF COVER 71" MIN 1 L_ 99 PLACE1Oi6"CONC. PEDESTALig ENLARGED SECTION DETAILS82203DIRECTION OF FLOW EE52 2‘-0" (MIN) GUTTER WIDTH OF COVER SLAB ANDSECTION "EE"-S2825.7 DEPRESSED CURBPLAN5"4"9"GENERAL NOTES126" A oo/ 3N 2.O OT 5559 4 / 12200002727722 XOSTEEL 5" 2 3.E+2% DETAILS OF6":LADDER BARS NOT TO SCALE 3‘-6" TO 6‘-0" 2 - #5 BARS r-6'' 2'-7 %" 2'-0" ! 4" >D) 19‘-0" FOR 15"-30" PIPE 21'-6" FOR 36"-54" PIPE 13'-0" FOR 15"-30" PIPE 15'-6"FOR 36"-54" PIPE (OUT FLOWLINE) SECTION "CC" #5 BARS @ 4" CENTERS MARK-C AND MARK-D 19‘-0" FOR 15"-30" PIPE 21‘-6" FOR 36"-54" PIPE FINISH SURFACE TO CONFORM TO — CROSS SLOPE OF SIDEWALK 19‘-O" FOR 15"-30" PIPE 21‘-6" FOR 36"-54" PIPE CAST IRON RINGS CAST IRON COVEF 3" CLEARANCE AROUND INLET- 75 POUNDS 61 POUNDS WORKING POINT AND SURFACE ELEVATION 4 - DIAGONAL BARS #6 AROUND OPENING (LENGTH 2‘-9") MARK-M TOP OF CURB ELEV. SAME HEIGHT AS INLET COVERS . #5 BAR (MARK-E) HIGH POINT LOW POINT CAST IRON RING #5 BAR . (ONE RE (. E & #6 BARS - A #5 BARS - B (SEE PLAN) CURB & GUTTER WHEN REQUIRED LQ Q Z Hr Z Q - — CAST IRON RING 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) 5 5 m ROUNDED CORNER : STREET CURB WHERE DIRECTION OF FLOW IS FROM EACH END OF INLET, SIDEWING OPENINGS (AS SHOWN ON ONE SIDE ONLY ON THIS DRAWING) SHALL BE CONSTRUCTED AT EACH END OF INLET, FOR EACH INLET SO CONSTRUCTED. PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (TWO WINGS). WHERE ONE WING ONLY IS CONSTRUCTED PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (ONE WING). 2" MINIMUM WEEP HOLES SHALL BE CONSTRUCTED IN INLETS AS DIRECTED BY THE ENGINEER TO FACILITATE SUBGRADE DRAINAGE. TO ACCOMODATE SKEWED PIPE OR FIT OTHER CONDITIONS, IT MAY BE NECESSARY TO INCREASE ONE OR BOTH PLAN VIEW DIMENSIONS OF INLET BOX AND COVER SLAB. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR CORRESPONDING INCREASE IN MATERIALS AND OTHER COST WHERE CHANGES IN DIMENSIONS ARE REQUIRED. INLET WITH BOX SIZED FOR 15"-30" PIPE SHALL BE DESIGNATED AS TYPE S3, FOR 36"-54" PIPE AS TYPE S4. NOTE: EXPANSION JOINTS SHALL BE PLACED 20 FEET FROM THE PAY LIMITS OF THIS INLET. 3 WOOD BLOCKS CUT TO SHAPE BEHIND CURVED MATERIAL PIPE MAY CONNECT WITH INLETS FROM ANY DIRECTION AND AS MANY CONNEC- TIONS MAY BE MADE AS NECESSARY. CURB & GUTTER WHEN REQ’D ON THIS END NO CURB & GUTTER WILL BE PAID FOR WITHIN .NOTE: SEE DETAILS OF MANHOLE CASTING AT UPPER CENTER OF SHEET. •2-#5 BARS . 1‘-6" LG. (MARK-F) 8 522CONCRETE PEDESTAL SHALL BE POURED IN PLACE. ROUND FORM MAY BE CONSTRUCTED OF METAL, PLASTIC OR OTHER APPROVED SUITABLE MATERIAL. A 6" DIAMETER PIPESHELL FILLED WITH CONCRETE WILL NOT BE APPROVED. ROUNDED------ 6" POURED IN PLACE CONCRETE PEDESTAL - CONCRETE GUTTER 2 - #4 TIE BARS 24" LG. IN GUTTER (MARK-TB) 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) #5 BARS O.C. (MA BARS @ 4" C. (MARK-C) 7 #5 BARS -SPECIFICATIONS- CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION 4-6"/15"-30"PIPE 7‘-0"/36"- 54" PIPE LOW POINT (OUT FLOWLINE) NOTE:GRADE LINE ALONG FRONT OF INLET COVER SHALL CONFORM TO GRADE LINE ALONG TOP OF STREET CURB OF WHICH IT IS A PART. 4-1" HOLES - EQUALLY SPACED NOTE: -SLOPE TO PAVEMENT IF THERE IS NO CURB ON THIS SIDE. 2 - #4 TIE BARS24" LONG IN GUTTER (MARK-TB) 2 - #4 TIE BARS 24" LONG IN CURB (MARK-TB) CURB & GUTTER 2-#4 TIE BARS 24" LONG (IN GUTTER) MARK-TB 6' ARRANGEMENT OF LADDER BARS -& CONCRETE 6"1 PEDESTAL 6" T 4‘-6" FOR 15"-30" PIPE BARS-G L6", HWY LINE--------- CURB AND GUTTER- j WHEN REQ’D. STREETCURB — _& NOTE: DO NOT USE TIE BARS IF CURB & GUTTER IS NOT REQ’D ON THIS SIDE OF INLET.24" LONG IN CURB (MARK - "TB") 2 - #4 TIE BARS 24" LONG IN GUTTER (MARK-TB) .6-0" VARIES FROM 3‘-6" TO 6’-0" #5 BARS @ 4" O.C. (MARK-C "Cl" 5 ' 5 L 6" DIA.(3"R) POURED IN CURB AND GUTTER WHEN REQ'D. - 2 - (No. 4) TIE BARS 24" LG. 1 1.1 g INLET COVER----------------------- N(SEE MIDDLE OF SHEET) Q‘D.)#5 BARS @ 4 [O.C.(MARK- REQ’D. CURB , & GUTTER \NG j 13‘-0" FOR 15"-30" PIPE ____________15’-6" FOR 36"-54" PIPE 4‘-6"/15"-30" PIPE 7‘-0"/36"-54" PIPE 421 FINISH SURFACE TO CONFORM TO CROSS SLOPROF SIDEWALK CAST IRON COVER/ y IF HE ELECTS THE CONTRACTOR 7 MAY POUR THE INLET COVER AFTER WALLS AND CENTRAL PEDESTAL ARE IN PLACE. IF CONTRACTOR POURS INLET TOP OF COVER LAST HE WILL BE REQ’D. TO PLACE EXTRA #3 BARS (a 12" O.C. AROUND INLET DUE TO CONSTR. JT. BETWEEN WALLS AND COVER (DETAIL OF BARS REQUIRED) 6" (WALL" BELOW)- 2 - #5 BARS / STRAIGHT 1‘-6" LG *TOYoRRSVTRBNXR5/X28MMJ/stE=er 2 - #4 TIE BARS 24" LONG IN CURB (M OW . ‘OINTS • “ctos. PEZORE ‘ (A2A NOTE: A MINIMUM OF (3) THREE %"‘STEEL LADDER BARS ARE REQUIRED IN ALL INLETS. WHERE H IS GREATER THAN 4‘-O" NUMBER AND LOCATION OF LADDER BARS IN INLET TO BE AS DIRECTED BY ENGINEER. &NOTE: CONSTRUCTION JOINT L 8‘-0" 14-#6 DIAGONAL BARS AROUND OPENING (LENGTH 2‘-9" )MARK-M 82 Pg BARSGMARK-A) CkNk" LOW POINT OUT) SLOPE 4% SECTION-"BB" s 5 Ar=A IN—eoe*h,6 PLAN 19‘-O" FOR 15"-30" PIPE 21‘-6"FOR 36"-54"PIPE 2 - (No. 4) TIE BARS 24" LG.— j - (MARK-TB)_________________t U 2- #5 B ARS (STR— -=1‘-6" LG.(MARK -F) l 1-6" LG, (MARK-F) l. t- — pidote.3" S, 3& #4 TIE BARS 24" LG. (MARK - TB) (2 - REQ’D. IN CURB) (2 - REQ’D. IN GUTTER) 66 65Sr1 30 #6 BARS @ 4" O.C. ______ MARK-"B" 2-#6 BARS @ i %" O.C. MARK-A #5 BARS @ 4" O.C. (MARK-B) — -----DIRECTION OF FLOW MANHOLE CASTING SLOPE 1:1 CORNERS ROUNDED PLASTERDETAILS OF BEVELED RING JUNCTION BOX WALL o d 1/20/2026 DESIGN BUREAU SPECIAL DRAWING SPECIAL DRAWING NO INDEX NOWI-621-S 62133 REVISIONS, 1. Added io CADD on 11-29-1999 by LET. 2. Clarified the standard inlet height & added symbol for Construction Joints on 7-14-2009 by W.W.A. THIS DRAWING REPRESENTS DESIGNS PREPARED FOR USE BY THE ALABAMA DEPARTMENT OF TRANSPORTATION AND IS NOT TO BE COPIED, REPRODUCED, ALTERED, OR USED BY ANYONE, OR ANY ORGANIZATION, WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ALABAMA DEPARTMENT OF TRANSPORTATION REPRESENTATIVE AUTHORIZED TO APPROVE THIS USE. ANYONE MAKING UNAUTHORIZED USE OF THIS DRAWING MAY BE PROSECUTED TO THE FULLEST EXTENT OF THE LAW. REINFORCED CONCRETE STORM SEWER INLET TYPES S3 AND S4 ALABAMA DEPARTMENT OF TRANSPORTATION 1409 COLISEUM BOULEVARD MONTGOMERY, AL 36130-3050 FAIRHOPE JIFFY LUBE CIVIL DETAILS FAIRHOPE, AL OWNER: SHEET NUMBER C11.0 AOF11 11 DRAWN BY: 7-18-1991DATE DRAWN: REVISED DATE: 7-14-2009 DATE: 1/20/2026JOB NUMBER DRAWN BY: J LG SCALE: AS SHOWN 2025-102 CHECKED BY: CJL APPROVED BY: CJL ENGR: CJL 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 LIEB ENGINEERING COMPANY LIEB ENGINEERING COMPANY 7671 PARKER ROAD FAIRHOPE, AL 36532 PH: (251) 978-9779 1/20/2026 REVISIONS A ISSUED FOR REVIEW co : 0 9 % XQ i l l l l l l / l / l / ) / So o i f n M R u w w a s s # ” Page 207 of 799 N 89°52'36" W 374.36'(M)374.30'(R) S 89°52'39" E 373.99'(M)373.96'(R) S 00 ° 0 7 ' 0 5 " W N 00 ° 1 8 ' 0 5 " E 114.9 9 ' ( M ) 115.0 0 ' ( R ) 115.0 0 ' ( M & R ) ST A T E H W Y 1 8 1 BU S H E L D R . Tom`s Dwarf Waxmyrtle 3 gal 11 Silver Dragon Liriope 1 gal. 58 Single Trunk Muskogee 2" Cal. Min. 2 Eagleston Holly 2" Cal. Min. 5 Overcup Oak 2.5" Cal. 3 Cleyera 48" Tall at Planting 23 3 (3) Canes Min. @ 1" Cal. MIn. Per Cane Moonglow Sweet Bay 1 2" Cal. Min. Bracken`s Magnolia Silver Dragon Liriope 1 gal. 72 Eagleston Holly 2" Cal. Min. 3 Tom`s Dwarf Waxmyrtle 3 gal 13 3 3 gal Tom`s Dwarf Waxmyrtle 2 2" Cal. Min. Eagleston Holly SOD SOD SODSOD SOD SOD SOD SOD SOD SOD SOD SOD SO D Pr o p o s e d B u i l d i n g (S e e A r c h . / C i v i l ) Refer to Civil for ALL grading, drainage, erosion control, and hardscape. (typ.) Refer to Civil for ALL grading, drainage, erosion control, and hardscape. (typ.)#1 #2 #3 #4 #5 #6 #7 #8 #9 23 48" Tall at Planting Cleyera 6 2" Cal. Min. Bald Cypress 1 L-1.1 1 L-1.1 1 L-1.1 1 L-1.1 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 JI F F Y L U B E Fa i r h o p e , A L NORTH NOTES: 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" TREE PROTECTION DETAIL NOT TO SCALE Tree protection fencing shall be installed 20' from trunks of trees larger than 20" DBH and 10' from trunks of trees under 20" DBH. 4' - 0 " Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. Notes: 1- See city tree protection ordinance sec. 20.5-6 for required tree protection measures. 2- No pruning shall be performed except by approved arborist. 3- No equipment shall operate inside the protective fencing including during fence installation and removal. 4- Tree protection fence shall be installed prior to any landscape disturbance. 5- No entry, storage, or temporary parking shall be allowed inside fence. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. Tree Protection fence: Chain link fence LA-32 1 00000 00000 lI I C. Y C 7 — . a5. / /—V I 9 I “2. N+NWS* n1 2onoe ■ ■)MU.s .. . • 00 3 °s ) 206., • frdL -c — 117 „30o80 7: ON ./C . to) 2222A11[bIl |2rn DE T jwylulber FFE: 119.00’ l (C.J.■ - o . ILL | r EE •)GC l ).“O ( 1 3 2 3908. ystten "vlltonoy7 pace"[A Ha - Y )-Pse: e ) -FECap) -Ph7* . Bul : (. ’I ".4 .. .**:J m : .. 1.7: Try. C e—O sw2eeg". .. :* . L / D I 1 — ++ I i — to2b ISSUED/REVISED SHEET TITLE Permitting 1/20/26 Revised 2/9/26 Revised 2/10/26 DESIGNED BY JC DRAWN BY JCCHECKED BY JC PROJECT NO. 2603 DATE 1/15/26 FILE NAME JIFYLA ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope Alabama 36533 P: 251.454.3500 espalierdesign.com o 60 % 00 0 0 0 0 o , " ' O . : 0 0 0 0 0 0 0 0 % J n-- - - - i __ _ _ & X X XX X X X OH P IP OH Ol XR R N N R R R R Y R R Y R Y R R R R Y R Y R K X R K X R K X R R R N R 28 2 2 2 2 2 2 2 2 2 4 2 2 8 2 8 2 8 2 8 2 8 2 8 2 8 2 8 8 8 8 8 8 0 8 8 2 8 8 8 XX X X / / / / / / / / __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ X X X X X X X X X X X X X X X X X X X X XX X WX X X X X X X X X X X X X X X X X XA X X X X XA X X < X X X < X X X XX XX XX XXX V . w w ' W .1 W XXXX XX XX XX XXX XX X X X X XX XX XX X X . XX XX X Page 208 of 799 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. CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS: PERIMETER REQUIREMENTS: Bushel Road Frontage Feet = 115'/30' = 4 Trees in First 25' regardless of tree credits. Hwy 181 Road Frontage Feet = 115'/30' = 4 Trees in First 25' regardless of tree credits. Remaining Perimeter Feet = 748'/30' = 25 Trees Parking Requirements (1 Tree/12 Spaces) = 7 Spaces/12 = 1 Trees Total Existing Tree Credits = 0 Total Trees Required = (2) Bushel, (0) Hwy 181 (Overstory), 22 Perimeter Trees (At Least 50% Overstory), & 1 Parking Lot Trees NOTES: 1. LONG LEAF PINESTRAW ALL BEDS EXCEPT 4"& 1 GAL. POTS. 2. 4"& 1 GAL. POTS TO BE PLANTED IN 3" OF PLANTING MIX AND TOP DRESSED WITH GROUND PINEBARK. 3. APPLY GRANULAR PRE-EMERGENT TO ALL PLANTING BEDS. SEE NOTES. 4. USE WOODACE FERTILIZER TABS IN ALL PLANTING PITS. SEE NOTES. 5. PREP. PLANTING PITS & GROUNDCOVER AREAS WITH PLANTING MIX. SEE NOTES. 6. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY. 7. SEE LANDSCAPE NOTES. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPECS REMARKS CITY REQUIRED TREES IE2 10 Ilex x attenuata 'Eagleston'Eagleston Holly 2" Cal. Min.8' Ht. Min.30 Gal. Single Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Approve photo with LA. LM 2 Lagerstroemia x `Muskogee`Single Trunk Muskogee 2" Cal. Min.8' Ht. Min.30 Gal. Single Trunk,Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. MB 1 Magnolia grandiflora `Brackens Brown Beauty`Bracken`s Magnolia 2" Cal. Min.10' Ht. Min.45 Gal.FTG. NO B&B. Trees Shall Meet Size Specifications Regardless of Container Size. MS 3 Magnolia virginiana 'Jim Wilson'Moonglow Sweet Bay (3) Canes Min. @ 1" Cal. MIn. Per Cane 10' Ht. Min.30 Gal. Multi. Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. QL 3 Quercus lyrata Overcup Oak 2.5" Cal.10' Ht. Min.30 Gal.No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. TD 6 Taxodium distichum Bald Cypress 2" Cal. Min.10' Ht. Min.30 Gal.No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE SPACING REMARKS SHRUBS CJ 46 Cleyera japonica Cleyera 48" Tall at Planting 60" o.c.Must be 48" tall planted out from finished grade at time of planting. Regardless of container size. DW 27 Myrica cerifera `Tom`s Dwarf`Tom`s Dwarf Waxmyrtle 3 gal 48" o.c. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING REMARKS GROUND COVERS CT 10,813 sf Cynodon dactylon `Tif 419`419 Bermuda Grass sod Contractor shall verify quantity. LS 130 Liriope muscari `Silver Dragon`Silver Dragon Liriope 1 gal.15" o.c.Plant Ceaux Nursery Doug Young Nursery PLANT SCHEDULE EXISTING TREE CREDIT TABLE TREES PROPOSED TO REMAIN: #1-2" Nuttall Oak /8 = 1 #2-2" Live Oak /8 = 1 #3-2" Bald Cypress /8 = 1 #4-2" Nuttall Oak /8 = 1 #5-2" Bald Cypress /8 = 1 #6-2" Bald Cypress /8 = 1 #7-2" Bald Cypress /8 = 1 #8-2" Bald Cypress /8 = 1 #9-2" Bald Cypress /8 = 1 Total Tree Credits = 9 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-012 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-02 3 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 JI F F Y L U B E 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 /e 7II wormTTHLIHLHFHTTT o [TWICE ROOTBAIL WIDTH I to26 ISSUED/REVISED SHEET TITLE Permitting 1/20/26 Revised 2/9/26 Revised 2/10/26 DESIGNED BY JC DRAWN BY JCCHECKED BY JC PROJECT NO. 2603 DATE 1/15/26 FILE NAME JIFYLA ESPALIER landscape architecture Espalier, LLC P.O. Box 1247 Fairhope Alabama 36533 P: 251.454.3500 espalierdesign.com % EN I — —l f aw0= 1 Hl — I — I- I I / ) Y4 s H— I — OO I 0= 1 yg 1 0= 1 r(6 1 4 % I T 1 g 0= 1 1 1 = 1 1 — 1 — 1 1 = 1 |: 1 —I -—I ] I 11 I— L — 0= 1 LF L A A s —L/ / Page 209 of 799 Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL ENTRY PERSPECTIVE r r 2 v v ?7 r 0 1 5 I I HMMEE UEGEDHEIIT 5M € oil changeoil change pFTee Meette @Pdi ■■■ ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P:: 31 4-644.1 234 F:: 314.644.4373 jiffy lube multicare .. I I I (J) jiffylube multicare 5P * = Page 210 of 799 Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL ENTRY PERSPECTIVE -t< 7 * —la ss. 3s Ge —w to el UEGEDHEIIT 5M multi care oil change oil change ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P : : 31 4-644.1 234 F:: 314.644.4373 1.1 11 g & 9 (J jiffy lube multicare S. — •• . , AEA42 ) Page 211 of 799 Design Development Plans 1/9/2026 Proposed Jiffy Lube Multicare Bushel Drive Fairhope, AL REAR PERSPECTIVE I ■ t -V y rreok1234 PENNZOIL I 33 1 I445111* k ,1 L UEGEDHEIIT 5M € ® jiffylubemulticare oil change oil change multi care E J □ 1 1 1 1 ARCHITECTURAL DESIGN GUILD 2710 Sutton Boulevard St. Louis, Missouri 63143 www.adg-stl.com P:: 31 4-644.1 234 F:: 314.644.4373 jiffy lube multicare 1 1 m I I -5 s (J jiffy lube multicare Xy 5 a Page 212 of 799