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HomeMy WebLinkAbout05-04-2026 Planning Commission Packet Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Fairhope Planning Commission Agenda May 4, 2026 – 5:00 PM 1. CALL TO ORDER Lee Turner, Chairman Paul Fontenot Rebecca Bryant, Vice Chairman Kim McCormick Janine Saykes, Secretary John Worsham Harry Kohler Erik Cortinas Hollie MacKellar Jimmy Conyers (CC) (CC) City Council Representative 2. CONSENT AGENDA • Approval of Minutes – April 6, 2026 3. REGULAR AGENDA OLD BUSINESS None NEW BUSINESS A. SR 26.03 Request of the Applicant, Lieb Engineering, on behalf of the Owner, FST Encounter Development, LLC, for Site Plan Approval of Foosackly’s Fairhope on property zoned B-2 General Business District. The property is located on the east side of State Highway 181, north of State Highway 104 and is 1.52± acres. PPIN #: 627494 B. ZC 26.04 Public Hearing to consider the request of the Applicant, S.E. Civil, on behalf of the Owner, Old South Properties, LLC, to rezone property from R-4, Low Density Multi-Family Residential District to R-1, Low Density Single-Family Residential District. The property is located at 8501 Morphy Avenue and is 2.98± acres. PPIN #:14970 4. ADJOURN Page 1 of 42 Fairhope Planning Commission Minutes April 6, 2026 – 5:00 PM Fairhope Planning Commission Minutes – March 2, 2026 1 ADMINISTRATIVE The Planning Commission met Monday, April 6, 2026, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Staff: Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager; Payton Rogers, Planning and Zoning Manager; Michelle Melton-Null, City Planner; Chris Williams, City Attorney; and Janine Saykes, Planning Clerk. Chairman Turner called the meeting to order at 5:02 PM. Chairman Turner stated the Appointment of Planning Commission Secretary will be moved to New Business, and current item A, ZC 26.01, regarding Building Height, will move to the end of the agenda. Hunter Simmons, Planning and Zoning Director, gave an update regarding an ongoing issue with Fraudulent/Suspicious Emails targeting Planning Commission cases. CONSENT AGENDA • Approval of the Minutes – March 2, 2026 • UR 26.01 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 4,767 ± LF of fiber cable at 401 Oak Avenue. • UR 26.02 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 10,863± LF of fiber cable at 167 Ettle Street. • UR 26.03 03 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 27,968± LF of fiber cable at 818 Fairhope Avenue. • UR 26.04 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of 11,686± LF of fiber cable at 19362 County Road 13. Mike Jeffries, Development Services Manager, presented the requests on behalf of the Applicant. Mr. Jeffries shared the aerial maps for all four locations. Staff recommends approval of all Utility Reviews with the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits; 2. Follow-up activities below required by staff and the applicant: a. Upon satisfactory review and approval by ROW Construction Inspector, as-builts will be submitted to the GIS technician for inclusion in GIS utility maps; 3. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work; and 4. Applicant shall contact Alabama One Call to locate all existing utilities (1000ft max per day). Page 2 of 42 Fairhope Planning Commission Minutes – April 6, 2026 2 Jimmy Conyers made a motion to approve the consent agenda including the minutes. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; Harry Kohler; Paul Fontenot, John Worsham, and Kim McCormick NAY: None ABSTAIN: None OLD BUSINESS None NEW BUSINESS A. SD 26.07 Public hearing to consider the request of the Applicant, Geographic Consulting LLC, on behalf of the Owner, Ross Wilson, for Preliminary and Final Plat approval of 150 N Section, a 3-unit Multiple Occupancy Project on property zoned B-2, General Business District. The property is located at 150 North Section Street and is 0.18± acres. PPIN #: 15235 Mike Jeffries, Development Service Manager, presented the request on behalf of the Applicant. Mr. Jeffries shared the zoning and aerial maps as well as the proposed Unit Layout. Staff recommends approval of SD 26.07 150 N Section for Preliminary and Final Plat. There were no questions for Staff. Chairman Turner asked if the Applicant would like to speak. The Applicant had nothing to add. Chairman Turner opened the public hearing at 5:10pm. The public hearing was closed at 5:10pm. John Worsham made a motion to approve 26.07 150 N. Section for Preliminary and Final Plat. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None B. SD 26.09 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, FST RW, LLC, for Preliminary and Final Plat approval of Vatan Mixed Use Development, a 9- unit Multiple Occupancy Project on property zoned B-2, General Business District. The property is located at 301 Magnolia Avenue and is 0.5± acres. PPIN #: 15164 Michelle Melton-Null, City Planner, presented the request on behalf of the Applicant. Ms. Melton-Null shared the zoning and aerial maps as well as the proposed Final Plat. Chris Williams, City Attorney, excused himself from the case. Page 3 of 42 Fairhope Planning Commission Minutes – April 6, 2026 3 Staff recommends approval of SD 26.09 Vatan Mixed Use Development MOP for Preliminary and Final Plat with the following conditions: 1. Due to the circumstances of required sidewalks, the City’s desire to protect Heritage Trees, and requirements of the City’s Zoning Ordinance, the Site Plan shall be reviewed by the City Council as the final authority to determine a solution for any sidewalks that may conflict with Heritage Trees. Final approval of this MOP is contingent on the approval of a revised Site Plan that shall be approved by the City Council; 2. Developer shall coordinate the installation of sidewalks, if any, and any horizontal construction within the ROW, with the Public Works Department to minimize disturbance to the existing trees in the ROWs; and 3. Revision of Phasing Plan and Narrative that prioritizes installation of the landscaped amenity area. Chairman Turner asked if there were any questions for Staff. No questions were asked. Dave Lavery, Engineer of Record for SE Civil, LLC, was available for questions. Rebecca Bryant asked about the stairway landing that is close to the heritage trees, and what is the solution if there is no sidewalk. Are they required for an egress? Mr. Lavery stated that he doesn’t think the landings are needed because they aren’t a requirement. Owner, David Ryan, FST RW LLC, responded that landings are needed because they are in front of residents’ doors. The stairs can be curved and relocated so the landing won’t impact the trees. Ms. Bryant stated that she would like the same sensitivity applied to the landing area for the tree protection. Hunter Simmons, Planning and Zoning Director, also stated that the one landing goes into the city right of way which could be a liability. Mr. Lavery asked Staff for condition #1 to be modified. He doesn’t want to keep going back and forth from City Council to the Planning Commission over the sidewalk. Chairman Turner stated the City Attorney is not present and the Planning Commission does not have the right to wave sidewalks, only City Council has that authority. There was more discussion regarding the sidewalks and the members will address it in the motion. Chairman Turner opened the public hearing at 5:28pm. The public hearing was closed at 5:28pm. Ms. Bryant asked who could work with the developer on the landings. Mr. Simmons said the Planning Department, Building Department, and Public Works during the permitting process. Mr. Simmons said if the sidewalks are removed, we might have to tweak the Hold Harmless agreement for liability. Ms. Bryant asked if the stairs and landings would be part of the design process. Mr. Simmons said yes, and before it’s designed, they will need to know where the tree roots are. Mr. Ryan said the stairs will be designed with their tree expert, Gary Ickes, on site, to determine where the roots are to protect them. Larry Smith SE Civil, LLC, said his concern is if City Council denied the sidewalk waiver they would have to come back. They are trying to change condition #1 so they don’t have to come back. The Planning Committee members continued discussing the sidewalk issue extensively. Ms. Bryant made a motion to approve 26.09 Vatan Mixed Use Development MOP for Preliminary and Final Plat with staff recommendations and subject to City Council not requiring sidewalks. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: Page 4 of 42 Fairhope Planning Commission Minutes – April 6, 2026 4 AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None C. SD 26.10 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, Millrose Properties Alabama LLC, for Final Plat approval of Greenfields, an 81-lot Major Subdivision on property zoned R-2, Medium Density Single-Family Residential District. The property is located on the east side of County Road 13, north of County Road 32 and is 39.9± acres. PPIN #: 55265, 41079 Michelle Melton-Null, City Planner, presented the request on behalf of the Applicant. Ms. Melton-Null shared the zoning and aerial maps as well as the proposed Final Plat. Staff recommends approval of SD 26.10 Greenfields Subdivision Final Plat with the following conditions: 1. Completion of all follow-up activities and punch list items detailed within the Staff Report; and 2. Include in the O&M Plan the wetlands, wetland buffers, and mulch trail and recording of the O&M Plan with Baldwin County Probate. Chairman Turner asked if there were any questions for Staff. No questions asked. Larry Smith, Engineer of Record for SE Civil, LLC, was available for questions. He stated that they are working on the punch list items. Rebecca Bryant asked about the mulch trail and how long the adhesive would last. Paul Fontenot stated it will not last longer than a year. Mike Jeffries stated the mulch path will eventually be bordered by sod. Mr. Smith said this will be included in the O & M plan. Chairman Turner opened the public hearing at 5:56pm. The public hearing was closed at 5:56pm. John Worsham made a motion to approve SD 26.10 Greenfields for Final Plat with Staff Recommendations. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None D. SD 26.11 Public hearing to consider the request of the Applicant, Arthur Johnson, on behalf of the Owner, Bonnie Baker, for Preliminary Plat approval of Stonevale, a 16-lot Major Subdivision on property zoned R-1, Low Density Single-Family Residential District. The property is located on the west side of Highway 181, south of Windmill Road and is 9.83± acres. PPIN #: 15456 Page 5 of 42 Fairhope Planning Commission Minutes – April 6, 2026 5 Mike Jeffries, Development Service Manager, presented the request on behalf of the Applicant. Mr. Jeffries shared the zoning and aerial maps as well as the proposed Plat. Staff recommends approval of SD 26.11 Stonevale Preliminary Plat with the following conditions: 1. Revision of the plat GENERAL NOTE 4 to reflect a 15’ side and rear drainage and utility easement; 2. Revision of the plat GENERAL NOTE 6 The FFE needs to be shown for each lot; 3. Replace the Planning Director signature block with the Planning Commission Signature block; and 4. Reflect 16 lots on the plat. Currently shows 17. Chairman Turner asked if there were any questions for Staff. Kim McCormick asked if the stubbed street is where the cul-de-sac is now? Mr. Jeffries said yes, the cul-de-sac will be the future through street. Chairman Turner opened the public hearing at 6:02pm. The public hearing was closed at 6:02pm. John Worsham made a motion to approve SD 26.11 Stonevale for Preliminary Plat with Staff Recommendations. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None E. Resolution 2026-02 Public hearing to consider the request of the City of Fairhope’s Planning and Zoning Department to accept Resolution 2026-02 adopting the temporary suspension of consideration of certain residential multiple occupancy project and subdivision applications under the City of Fairhope Subdivision Regulations as set forth in Ordinance 1859. Hunter Simmons, Planning and Zoning Director, said this has been before the Committee twice before. The City Council passed the suspension of certain applications and the Planning Commission has adopted a related Resolution in support. The City Council extended the suspension to 120 days while they work on the amendments. Chairman Turner asked if there were any questions. No questions asked. John Worsham made a motion to approve Resolution 2026-02. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None F. Appointment of Planning Commission Secretary John Worsham nominated Janine Saykes for Planning Commission Secretary. Page 6 of 42 Fairhope Planning Commission Minutes – April 6, 2026 6 Rebecca Bryant seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None G. ZC 26.01 Discussion regarding proposed amendments to the City of Fairhope Zoning Ordinance concerning building height. The City of Fairhope Planning and Zoning Department advises that this item be considered for discussion only and recommends the Planning Commission continue discussion of the proposed amendment for further study. Hunter Simmons, Planning and Zoning Director, stated that up for discussion is the building height amendment and other amendments that might relate to or be affected by a building height amendment. Mr. Simmons also said that City Council has called a special meeting on April 20, 2026, at 5:00pm to discuss additional Zoning amendments. Mr. Simmons shared a presentation showing multiple definitions of the building height from 1998 to 2017. Mr. Simmons discussed the existing Zoning Ordinance requirements as well as various alternative methods for regulating building height and how to define where to measure from. Additionally, Mr. Simmons discussed a potential steep slope ordinance. Staff recommend ZC 26.01 be tabled for further discussion. Chairman Turner opened the public hearing at 6:23pm. Larry Smith, SE Civil LLC, stated on a large project like an MOP, you might need 20 feet of fill dirt and if we limit measurements to the natural grade where the building sits, it might reduce the height to 10 feet from the front, depending on how much fill you have. Mr. Smith stated the CBD is very different from the rest of the development in the city. I hope you consider that this is not limited to downtown lots. Mac Walcott, Fairhope resident, stated the appearance of houses that slope away from the street, could be an aesthetic issue. He also said the city created a framework to build a pleasing downtown. Mr. Walcott said it sounds like the Commission’s stance on the character of downtown design standards over the last thirty years is not acceptable and the Planning Commission is going to fix it. Mr. Walcott stated it is contrary to how we got here. Chairman Turner did not agree, that is not what they are saying. Mr. Turner stated they made a mistake seven years ago with the height standards. What residents are concerned with downtown are the rooftop terraces and the flat roofs making downtown lose its eclectic feel. Rebecca Bryant stated that it’s not accurate to say there are set design standards and that they are dictating architectural style. Ms. Bryant said they are urging the eclectic design. Mr. Turner reminded everyone that we are here today to discuss building heights. Lucinda and Lewis Chappelle, 210 Gayfer Court: Mr. Chappelle said their property is depicted in one of the slides. Their property is on a steep slope and the back ends in the Big Mouth Gully. The Chappelle’s are building an addition on to their home. Mr. Chappelle stated the height calculation used today will only give them a twenty-foot house. The surveyor, architect, designer, and contractor Page 7 of 42 Fairhope Planning Commission Minutes – April 6, 2026 7 did not realize the impact of the Big Mouth Gully and they can’t continue with the construction. They have applied for a Variance through the Board of Adjustments. Ryan Baker 460 Dogwood: Mr. Baker stated Spanish Fort, Baldwin County, and Daphne all have similar building height definitions that measure on the slope roof structures to the mean, and all starting off at the average or proposed grade. It is a helpful start. Figuring out the average grade of a lot is very difficult and understanding where we’re going to measure to is needed. Mr. Baker stated the CBD only has 200 properties and the city has approximately 12,000 properties, which are two separate issues. We need to solve the bigger problem. Mac Walcott also stated the differences with all the different slopes and where you measure to determine what it looks like from the street. Mr. Simmons stated the definition will dictate the solutions. Mr. Walcott would like to manage what we see from the street. There was more discussion regarding measuring to the mean. Chairman Turner closed the public hearing at 6:54pm. John Worsham made a motion to table ZC 26.01 Building Height for further discussion. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None ADJOURNMENT John Worsham made a motion to adjourn. The motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Harry Kohler; Paul Fontenot, John Worsham, Kim McCormick, and Jimmy Conyers NAY: None ABSTAIN: None Adjourned at 6:55pm. _________________________________ _________________________________ Lee Turner, Chairman Janine Saykes, Secretary Page 8 of 42 THIS DIGITAL PACKET HAS BEEN CONDENSED IN SIZE AND SOME DOCUMENTS MAY NOT CONTAIN ALL THE ORIGINAL PAGES. ALL SUBMITTAL DOCUMENTS CAN BE MADE AVAILABLE TO THE PUBLIC UPON REQUEST AND HAVE BEEN REVIEWED IN FULL BY PLANNING STAFF IN PREPARATION FOR THE REPORTS PREPARED FOR PLANNING COMMISSION. Page 9 of 42 Michelle Melton-Null City of Fairhope O SIABAW I N W E S 00 $ $ /T X () () N W-E S.J ie — SR 26.03 - Foosackly's Fairhope 8 m ■ t ba e Planning Commission May 4, 2026 Project Name: Foosackly's Fairhope Site Data: 1.52 acres Project Type: Site Plan Approval Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2, General Business District PPIN Number: 627494 General Location:____________________ NE of intersection of State Highway 181 and State Highway 104 Surveyor of Record: Lieb Engineering Engineer of Record: Lieb Engineering Owner / Developer: FST Encounter Development, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Prepared by: Name 03 JAA Road • Parcel□ Corporate Limit Zoning: B-2 o‘"A‘.ol_ / o 2 ENCOUNTER DR 03 C in x O 7 7 o n 3 rn -■ < ea x 1 CT □ Page 10 of 42 SR 26.03 – Foosackly’s & Just Chillin’ May 4, 2026 Page 1 of 6 SUMMARY OF REQUEST Request of the Applicant, Lieb Engineering, on behalf of the Owner, FST Encounter Development, LLC, for Site Plan Approval of Foosackly’s Fairhope on property zoned B-2 General Business District. The property is located on the east side of State Highway 181, north of State Highway 104 and is 1.52± acres. SITE HISTORY Planning Commission originally approved this Site Plan (SR 25.03) on February 3, 2025, with two (2) conditions that were satisfied prior to City Council review. City Council approved SR 25.03 on March 10, 2025. The Council approval has since expired as Site Plan approval stands for 365 days from the approval date per Article II, Section C(e). Hence, the current Site Plan Review. STAFF COMMENTS Site Plan The proposed Site Plan is attached to the end of this report as an exhibit. It is the exact same Site Plan that was previously approved in SR 25.03. Setbacks - COMPLIANT Setbacks for this development vary. B-2 requires only a 20ft front setback according to Table 3-2. Lot 4 fronts Bushel Drive which has a 25ft front setback. Lot 4 is adjacent to AL Hwy 181 with a 125ft highway construction setback. The other setbacks are 0ft rear and 0ft side setbacks per the recorded plat for Encounter Commercial and Retail Development. Buildings - COMPLIANT There are two (2) proposed restaurant buildings on the site that will face each other. Just Chillin’ is 17 ft high and Foosackly’s is 19.6 ft high. The buildings combined takes up almost 11% of Lot 4. Proposed use is a local chain chicken restaurant and ice cream stand. All elevations are included in the packet . Tree & Landscaping - COMPLIANT The landscape plan was reviewed and approved by the City Horticulturist. Parking - COMPLIANT The plan has surplus parking with 48 spaces. Forty (40) spaces are required per Table 4 -3 Parking Schedule. Twenty percent (20% ) overage is allowed and shall be pervious. Thirteen (13) of the 48 parking spaces are pervious. Parking meets the requirements of Zoning Ordinance and the perimeter landscape screening requirements of the Tree Ordinance. Connectivity - COMPLIANT This Site Plan includes interior sidewalks from both buildings to a concrete sidewalk along Bushel Drive. The Pedestrian Circulation Plan can be found on Sheet C8.0 in the Complete Plans . Drainage - COMPLIANT Drainage has been accounted for the entire Encounter Commercial Retail Center in SD 24.13; thus, there are no retention/detention facilities on individual lots. There is a large retention pond within Lot 12 of the Encounter development where most of the drainage is directed. Page 11 of 42 SR 26.03 – Foosackly’s & Just Chillin’ May 4, 2026 Page 2 of 6 Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance . Mechanical Equipment - COMPLIANT Mechanical equipment has been finalized and all appear on the Site Plan . Dumpster - COMPLIANT The double dumpster enclosure is located on the Foosackly’s portion of the site. A 1000 -gallon grease trap is also located on the Foosackly’s site. Shrubs will be around the parts of the enclosure that are not part of the vehicular use area as well as a vinyl fence. There is sod around the grease trap manholes. Signage - N/A Signage will be reviewed at time of a sign permit submittal. 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 . 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 the entire Encounter development and the road infrastructure was designed in accordance with the recommendations from the traffic study. A trip generation letter has been provided and the PM peak trips per day for Foosackly’s is 87 trips and Just Chillin’ 39 trips (Total: 126). Lot Access - COMPLIANT Access to Lot 4 is from Bushel Drive. Comprehensive Plan - COMPLIANT The Encounter Commercial Retail Center is in a recognized Suburban Mixed-Use Center in the 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. The larger development site does abut to conflicting uses. Proper buffers are included in the plans to mitigate the conflicting land uses. Benefits to the Community - COMPLIANT There are a lot of residential units being built in the surrounding area. A commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions . Page 12 of 42 SR 26.03 – Foosackly’s & Just Chillin’ May 4, 2026 Page 3 of 6 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: 1. Staff recommends APPROVAL of SR 26.03 – Foosackly’s and Just Chillin’. Page 13 of 42 EXHIBITS SR 26.03 – Foosackly’s & Just Chillin’ May 4, 2026 Page 4 of 6 Proposed Site Plan 9- E8 N 32 7o H - 9 2" 23 4 T 1 a 3 n‘s " ( ’ - 0a m 0 e ’I \ m) -- — — ■ 55 \ \ V 8 s It © J I FI 59 s I 35 s r A 25 4 5 3 8 ’ g8 - F 2 O F 1 -b 0. 8 E 19 , "0 1 — i az n L 2‘ e - I 2 as > II m I t Ls e 38 U t (B E . a s . O . O . H H . 1 -S ? ■ al l § 8 y or : i u ag L JI L C I N G L‘ SF HI 2 d _ 8 - < ■ t \ T L T E - E C t ' - 2P e 4 10 3e — W. \ - H L T - i 1 &ih 9 32 9 1 h a i I I I I I I I I I I I I I a A 1! i ni s 2 V 4 — C - tr • 7 m ' m e SE ? —F 2• E T E I E - U F. 22 $$ 3 2 3 3 2 4 88 e 5 2 e 2 1 I e \ \V nf : y i F ST A T E H I G H W A Y N O 1 8 1 (R . O . W . V A R I E S ) \ m" J % P 2 if i 58 , • AS t I I I I -- - st 2 mA n "2 F' HE U D R I V E ( 5 0 ‘ R . O . J-- J-- - J 4 - t-- - - - - - \ •R . =d A ^d H O ma " 25 ■= §o Page 14 of 42 EXHIBITS SR 26.03 – Foosackly’s & Just Chillin’ May 4, 2026 Page 5 of 6 Proposed Landscape Plan g---6sy3#!2 tid- r3 +1,4 7.croI%yfeny 4 Jtdzv"s3■.4(iOsaimo”Ue9.r #2.#1l ■—tovAc grr ) s..#1 **sl W s I de< .Jl 3 r =1 —/LI -mr mo T J}.-: •- Proposed Building1r2o,■ ■I .***(Refer to Architectural/Cii)1 / 90■Soukvp: 4 oxitan. N.” L..t.1 j 8.y /:63.r Li -.X £Az .Il () 1196a 20000,. f.4nD--ko 3 —“0000t" 8 A = X— ... " ?I G Fi .£7. - 1 #4 G : ■ ■ -S2 ' $ -2 ( 17 2 3530 ■ —4 oh. .5 — (9—— ' ■ a. V D/—Ta. . at” “ 40"40%9e a 45 A EW2PN h to: | Proposed Building . ed"r to ApoMkroooafc") - - Page 15 of 42 EXHIBITS SR 26.03 – Foosackly’s & Just Chillin’ May 4, 2026 Page 6 of 6 Foosackly’s Elevation Just Chillin’ Elevation O m=P =H IOPOEPAA APELA mowOchC.U 1 -)CDfP. 0 L- =OC QMAIN ENTRANCE ELEVATION 2 - UPCFEARNEE © chicken 1 I -83 0 0 0 TOP Of WAMSCQI 6 TS41U1 (2 FRONT ELEVATION T ■ him him “ T him mim ( FRONT ELEVATION III Q LEFT SIDE ELEVATION f “m a‘ T ‘r n him hm ( REAR ELEVATION ihii ■ LOCAKCNWALXAN UNT-SEALCOAPLAN KB won 0 PATIO ELEVATION Page 16 of 42 APPLICATION FOR SITE PLAN APPROVAL Application Type: Site Plan Attachments: Articles of Incorporation or List all associated investors Date of Application: ______________________ Property Owner / Leaseholder Information Name of Property Owner: _______________________Phone Number: ___________ Address of Property Owner: ________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Proposed Site Plan Name: ________________________________________________ Site Acreage: _______________________ Sq. Footage: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Engineer/Architect Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ Signature ___________________________________________ Fairhope Single Tax Corp. (If Applicable) Foosackly's Fairhope 05-46-01-02-0-000-001.969 Chris Lieb with Lieb Engineering 251 978-9779 7671 Parker Road Fairhope AL 36532 FST Encounter Development LLC 3/10/2026 Ivan Blackmon__________________________________ Property Owner/Leaseholder _________________________________ Date 03/10/2026 Page 17 of 42 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' ■ LOT 5 ELECTRICAL WIRE BUNDLE I (\AIA )A(ABOVE GROUND) li%(WATTIER #5) 334 7RAP CRF,e 231 9 YELECTRICAL KABOVEGF ER #5)-113-114—L WIRE BUNDLE A iimnmnnnGROUND) NOTES:•uu S2 I -••1.SEE SHEET C2.0 FOR ALL GENERAL NOTES.I-114.46 <114.46-114.46 -114 22114.21- 114.46 5S | 2080 0 I -114.12 13 =114 =d -113.82 20.0 3 UH -113.2420.0’ GREEN SPACE 113.22 I LEGEND113.55 BUFFER ■113.00 113.55- .. 7 [ ] / &STANDARD DUTY ASPHALT PAVING*------- 113.38 Xo 113.13- CONCRETE SIDEWALK 110.24- 1 EXISTING ASPHALT PAVING■112.14 I112.25-V • \ 00 6 / 111.32-112.09-SWRT 50 ; J03114.69Jo 0)I J -112.43/ -111.890)777 970QK Q sA1lQ).t’e7779WT.te.s -110.90 -111.91 Q110.60-oLOT 4110.38r -•110.16- -—110.00I 109.84-LJZE110.60-111.00- \ 109.84-D 110.88- LL TAPPLL110.32 10.50 110.32N -LuIlli10.321 -11v110.47 00 *—) JI• J112.25- m U.112.69- A 1#E112.1811 11C.00RY111.68—d L 112.96-a-112.96 I2.18□■111.55 18 -112.32.05GAS NAT).78-‘911.86 24”RCP (N) 101.90’111.62 -111.68- 60”RCP (E) 101.76’108 111-48”RCP (W) 103.64’--------112.36—112.12111.28--J 4D DRAINAGE EASEMENT = == -L'CRF~ (WXTTASWR' (WATTIER #5) 2J \V IARC LENGTH RADIUS CHORD BEARINGCHORD LENGTH O96.06' (Q) 275.00' (0) N 09'51'15” W 95.57' (0) ,CJ 95.99‘ (R) |275.00’ (R)|N 09'52’33" W 95.51‘ (R)To —LOT 3 •CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW AERIAL OVERLAY FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20*JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBERLIEB ENGINEERING C9.0 ACOMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF9 11 I I D. los o 09 -112.30 m -114.43 • g l l I I ■ .110.39 110.39 - I I I QK Q STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ nd□ O LO STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48"RCP (E) 102.51’ -8”RCP (W) 103.40’ — 113.90 NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) £RF (WATTIER #! STORM MANHOLE RIM 112.06’ ’FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ o S1 z STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ (I CURVE C1 1112.30 (D-112.80 ol-112.30 = -113.61 y LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 8, V 113.62- mnmmmqvw 1/15/2024 9ADAM" 751648 , No. 31204 ] PROFESSIONAL) % b — ~rex 8 itee 111.59- Z - = _SLOPED CONCRETE HEADWALL -110.29 1 10.42\ /110.97 X —110.69 (WATTIER #5) .CRF (WATTIER) ! li |I AA I 112.64- %s i I i | g l I -110.17 -110.13 111.00 Page 18 of 42 FD FD PATIO SEATING 32 SEATS FAMILY RESTROOMFAMILY RESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS Proposed Building (Refer to Architectural/Civil) BU S H E L D R . ST A T E H W Y 1 8 1 Proposed Building (Refer to Architectural/Civil) #1 #2 #6 #7 #8 #9 #10 #11 #12 SOD SOD SOD SOD SOD SOD SOD SOD SOD SOD SO D SO D SODSOD SOD SO D SOD SOD 1 2.5" Cal. Overcup Oak 3 2" Cal. Min. Bracken`s Southern Magnolia 49 48" Tall at Planting Pringles Podocarpus 1 30 gal Live Oak 3 2.5" Cal. Overcup Oak Bracken`s Southern Magnolia 2" Cal. Min. 2 5 30 gal Lavender Crape Myrtle Eagleston Holly 30 gal 7 Obsession Nandina 3 gal. 20 Breeze Grass 3 gal 9 Bracken`s Southern Magnolia 2" Cal. Min. 1 Lavender Crape Myrtle 30 gal 1 111 1 gal Emerald Goddess Liriope 92 1 gal Emerald Goddess Liriope #3 #4 #5 13 48" Tall at Planting Pringles Podocarpus 15 48" Tall at Planting Pringles Podocarpus 1 2" Cal. Min. Nuttall Oak 1 2" Cal. Min. Nuttall Oak 10 3 gal. Obsession Nandina 17 48" Tall at Planting Pringles Podocarpus 82 1 gal Emerald Goddess Liriope 8 2 gal Chef's Choice Rosemary Chef's Choice Rosemary 2 gal 16 Emerald Goddess Liriope 1 gal 56 SOD 4. 0 0 ' 4. 0 0 ' 14 48" Tall at Planting Pringles Podocarpus NOTES: 1.All areas disturbed by construction shall be sodded or mulched unless otherwise noted. (Typ.) 2.NO WORK SHALL BE PERFORMED WITH IN THE CITY RIGHT OF WAY WITHOUT WRITTEN PERMISSION FROM THE GOVERNING AUTHORITY. 3.See sheet L-1.2 for details & schedule. 4.Refer to Civil / Architectural drawings for all grading, drainage, utilities, hardscape, & structures. JOSEPH HENRY COMER IV NUMBER 539 REGISTERED LANDSCAPE ARCHITECT STATE OF ALABAMA SEA L N O T V A LID UNL E S S S I G NED ESPA L I E R , LLC. Bu s h e l D r i v e FA I R H O P E F O O S A C K L Y ' S Fa i r h o p e , A L NORTHNOTES: 1. BASE SURVEY PROVIDED BY LIEB ENGINEERING. 2. LOCATION OF STRUCTURES, HARDSCAPE, AND EXISTING VEGETATION SHALL BE FIELD VERIFIED. 3. VERIFY ALL LAYOUT AND DIMENSIONS IN FIELD. 4. PLANT COUNTS ARE FOR CONVENIENCE ONLY. FIELD VERIFY ACCORDINGLY. 5. CONTRACTOR IS RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE. 6. CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS. 7. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES IN DRAWINGS OR FIELD CONDITIONS. 8. REFER TO ARCH. / CIVIL FOR ALL UTILITIES, GRADING, DRAINAGE, & HARDSCAPE. Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. PLAN L-1.1 LANDSCAPE 0 SCALE: feet163248 1/16" = 1'-0" 1 1 ++1 56’1 7 .19 (R) I 96.1 4 10095000090,I (TIER* o 114.Q/. 'DCC..,000000.,00000.Lg".-J L -•DDII O O .O0.00 :O l(D)301 .. (, ‘ P".. C-—o 00000°A _7 '+wotuorr" |.0.Je •/ J2114I+ —J C (6 ■ Tave (.)poapr”7GmEl edMy/Ng20 ba7))+O I • 7 + 3%9n966..,1I JC?.‘s . - 3000 • / ger ______________7 t.V "M"y, ■ l-—! O I 4? ( cxiIponer “as.,.I f. O,•f' \+I 5IX \. /IC. $3‘angSou.,{.)4 4*polapdh "9ng86v., II I P1s-I- " adl.) &) —one fee i. IG(.t 8I‘aat..g .sJ. । / W)N ■ (. h2il 76/2paitaq if. • g. I 3 ■■ J 00000 2 (“).1I . (ISSUED/REVISEDIOOo00000 ER ■ ++ I SHEET TITLE I I 1 si / I ! I I O O . O ° d S2 . O- O O O O O* O Permitting 12/20/24 Permitting 1/9/25 Revised 1/29/25 Revised 2/6/25 O . O O O O O .% - O 3 i DESIGNED BY JC DRAWN BY JC_____ CHECKED BY JC PROJECT NO. 2468 DATE 12/16/24 - I (w"d . ‘s ' ' 6 * Banrgdoes • 3 ) Xs * "P“ „.4 O O •: O O ESPALIER landscape architecture FILE NAME FAIFOOLA 0 O. O • O O O: O. O -. o O o o O • a0° 8 ) °“O.-00 "Yt* nnggsoconn"/. 7 I 7 8,O o O O 0000000° / ' Espalier, LLC P.O. Box 1247 Fairhope, Alabama 36533 P: 251.454.3500 espalierdesign.com 000000 6 00° 2 ° ° o' 000000° O O O .O . O O O:. JCX " 33000., %0o‘nss.,, Q 4 + 00° % O O O O O O: 0000000 "nSSow., O 1 0000003000 7 s . Sg../M •y ( ‘ 00090000 o ' Page 19 of 42 APPROVED NURSERIES: 1. GREEN FOREST NURSERY 2. FLOWERWOOD NURSERY 3. GREENS NURSERY 4. CHERRY LAKE NURSERY Other nurseries may he approved at the discretion of the landscape architect. NOTES: 1. HARDWOOD MULCH ALL BEDS. APPROVE MULCH SAMPLE WITH LA. 2. APPLY GRANULAR PRE-EMERGENT TO ALL PLANTING BEDS. SEE NOTES. 3. USE WOODACE FERTILIZER TABS IN ALL PLANTING PITS. SEE NOTES. 4. PREP. PLANTING PITS & GROUNDCOVER AREAS WITH PLANTING MIX. SEE NOTES. 5. THIS PLANT LIST IS FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY. 6. SEE LANDSCAPE NOTES. CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS: PERIMETER REQUIREMENTS: Bushel Road Frontage Feet = 224'/30' = 7 Trees in First 25' regardless of tree credits. Hwy 181 Road Frontage Feet = 225'/30' = 8 Trees in First 25' regardless of tree credits. Remaining Perimeter Feet = 566'/30' = 19 Trees Parking Requirements (1 Tree/12 Spaces) = 48 Spaces/12 = 4 Trees Total Existing Tree Credits = 12 Total Trees Required = (2) Bushel, (1) Hwy 181 (Overstory), 19 Perimeter Trees (At Least 50% Overstory), & 4 Parking Lot Trees SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE CALIPER HEIGHT REMARKS CITY REQUIRED TREES 7 Ilex x attenuata 'Eagleston'Eagleston Holly 30 gal 2" Cal. Min.8' Ht. Min.Single Trunk, Tree Form, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Approve photo with LA. 6 Lagerstroemia x `Muskogee`Lavender Crape Myrtle 30 gal (3) Canes Min. @ 1"/Cane 8' Ht. Min. Tree Form, Multi.Trunk, No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Cherrylake Nursery, Approve photo with LA. 6 Magnolia grandiflora `Brackens Brown Beauty`Bracken`s Southern Magnolia 2" Cal. Min.10' Ht. Min. FTG. NO B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Cherry Lake Nursery 352-429-2171, Approve photo with LA. 4 Quercus lyrata Overcup Oak 2.5" Cal.10' Ht. Min. Trees Shall Meet Size Specifications Regardless of Container Size. Hunter Trees 2 Quercus nuttallii Nuttall Oak 2" Cal. Min.10' Ht. Min. Trees Shall Meet Size Specifications Regardless of Container Size. Hunter Trees 1 Quercus virginiana Live Oak 30 gal 2" Cal. Min.10' Ht. Min. No B&B. Trees Shall Meet Size Specifications Regardless of Container Size. Cherrylake Nursery SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING REMARKS SHRUBS 9 Lomandra longifolia `Breeze`Breeze Grass 3 gal 36" o.c. 30 Nandina domestica 'Seika'Obsession Nandina 3 gal.36" o.c. 108 Podocarpus macrophyllus `Pringles`Pringles Podocarpus 48" Tall at Planting 15 Gal.48" o.c.Must be 48" tall planted out from finished grade at time of planting. Regardless of container size. 24 Rosmarinus officinalis 'Roman Beauty'Chef's Choice Rosemary 2 gal 30" o.c. SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS GROUND COVERS 25,922 sf Cynodon dactylon `Tif 419`419 Bermuda Grass sod 341 Liriope muscari 'Love Potion No. 13'Emerald Goddess Liriope 1 gal 15" o.c. PLANT SCHEDULE EXISTING TREE CREDIT TABLE TREES PROPOSED TO REMAIN: #1-2" Oak /8 = 1 #2-2" Oak /8 = 1 #3-2" Oak /8 = 1 #4-2" Oak /8 = 1 #5-2" Oak /8 = 1 #6-2" Oak /8 = 1 #7-2" Oak /8 = 1 #8-2" Oak /8 = 1 #9-2" Oak /8 = 1 #10-2" Oak /8 = 1 #11-2" Oak /8 = 1 #12-2" Oak /8 = 1 Total Tree Credits = 12 LANDSCAPE NOTES: 1. This section covers furnishing and installing all landscape plants and non-plant materials covered by the drawings and these specifications. The work shall include materials, labor, equipment and services as described herein and indicated on the drawings. Also, the work shall include the maintenance of all plants and planting areas until acceptance by the Owner, and fulfillment of all guarantee provisions as herein specified. 2. Before beginning work, the contractor shall thoroughly acquaint himself with the existing site conditions and proposed plans. The intent is to provide a smooth transition between existing conditions that are to remain and the new site features with minimal damage to existing trees and vegetation. 3. Contractor is made aware of active existing underground utilities. It is the contractors responsibility to familiarize himself with the location of said utilities and other obstructions. The contractor shall investigate and verify, in the field, the existence and location of all utilities and any existing irrigation piping, and take necessary precautions to prevent their disturbance and avoid interruption of service. Contractor is responsible for calling appropriate line location service. All damaged utilities shall be replaced to owners satisfaction by contractor with no additional charge to owner. 4. Discrepancies between site conditions and conditions on plans shall be call to the attention of the Owner immediately. 5. Existing grades shall be verified in field prior to beginning any work. Discrepancies shall be brought to the landscape architects attention immediately. Landscape contractor to provide fine grading to ensure positive drainage. 6. The landscape architect shall have the right to reject any and all work and/or materials at any stage of progress which in his opinion do not meet the requirements of these plans and specifications. Such rejected material shall be removed from the site immediately and replaced with acceptable materials. 7. Landscape contractor is responsible for obtaining all state and local permits and licenses required to perform this work. 8. Landscape contractor shall abide by all state and local laws and ordinances. Contractor shall also conform to POA or ARB guidelines if applicable. 9. All work shall comply with the current edition of the Standard Building Code published by the Southern Building Code Congress International, Inc. 10. Topsoil shall be sandy/loam natural, friable, and fertile with a PH of 5.5 to 6.5. Topsoil shall be free from roots, stones, debris, noxious weeds, or any substance harmful to plant growth. Quality of Topsoil to be approved by Landscape Architect. 11. Once delivered to the site, the contractor is responsible for the protection, including theft, of all materials. 12. The landscape plan is to serve as a guide for installation. Field adjustment and changes to layout may be made by Landscape Architect. 13. Contractor shall layout all plant material per planting plans and schedule a site meeting with landscape architect for approval with a minimum of 48 hours notice. 14. Quantities shown on plant list are for convenience only. 15. All groundcover & flower beds shall receive 3" minimum of planting mix consisting of decomposed pinebark or mushroom compost and blended into the top 6" of existing soil. Rake beds smooth and top dress with 2" min. of ground pinebark prior to planting. 16. All tree and shrub planting pits shall be backfilled with 75% excavated soil & 25% planting mix consisting of decomposed pinebark or mushroom compost. 17. All trees shrubs and groundcovers shall be planted with Woodace fertilizer tabs at rates per manufactures recommendations. All planting beds shall also be top dressed with a slow release Osmocote fertilizer or equal per manufactures recommendations prior to mulching. 18. All beds shall receive Freehand pre-emergent herbicide or equal. 19. Unless otherwise noted, all beds shall receive 3" compacted depth of fresh Long Leaf pine straw free from sticks and pine cones. Groundcover areas with 4" plants or plugs shall be mulched with pulverized pinebark mulch unless otherwise noted. 20. All bed lines shall have 3" V-Shaped trenches. See detail. 21. All plant material shall meet or exceed federal, state, and county laws requiring inspection for plant disease and insect control. 22. All plant material shall be Florida #1 or better and meet the latest standards of the "American Standards for Nursery Stock". 23. All trees shall be staked with arbor guy (or equal) tree stakes per manufactures recommendations. 24. All disturbed areas shall be irrigated and sodded. 25. Contractor shall maintain all plantings and lawn areas until final acceptance by owner and landscape architect. Unless specified otherwise, maintenance includes mowing, edging, weeding, blowing, pruning, watering, mulching, etc. 26. Brown or defoliated plants shall be removed and replaced immediately. 27. All materials and workmanship for landscape and irrigation shall be guaranteed for a minimum of one year from final acceptance. 28. No work shall be performed in any R.O.W. without approval by the appropriate Federal, State, County, or City authority. LANDSCAPE NOTES NTS LA-16 1 MULCH TREE RING 3" DEEP (TYP.) KEEP MULCH OFF TRUNK +/-2" SPECIFIED PLANTING MIX. WASH IN BACKFILL TO REMOVE AIR POCKETS AND SETTLE SOIL. 4" SOIL WATER WELL ABOVE FINISH GRADE SET TOP OF ROOTBALL 1.5" ABOVE FINISH GRADE. SLOPE SOIL AWAY FOR POSITIVE DRAINAGE. FINISH GRADE UNDISTURBED SUBGRADE SPECIFIED FERTILIZER TABS ARBORGUY STAKING KITS OR EQUAL. INSTALL PER MANUFACTURERS SPECS AND SIZING. 3 REQUIRED 120° APART. HIGH VISIBILITY FLAGGING TAPE TREE PLANTING N.T.S. ARBORGUY ANCHORS TO BE DRIVEN INTO UNDISTURBED SUBGRADE. NOT PLANTING PIT. LA-01 2 SHRUB PLANTING DETAIL N.T.S. NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE TO ENSURE POSITIVE DRAINAGE IN ALL DIRECTIONS AND AWAY FROM ALL STRUCTURES. SHRUBS TO BE PLANTED 1" HIGHER THAN FINISH GRADE. 3" OF MULCH AS SPECIFIED SOIL BACKFILL AS SPECIFIED WITH FERTILIZER TABS AS SPECIFIED AT RATE PER MANUFACTURER SPECIFICATIONS. LIMITS OF MULCH BED. EDGE OF SOD, WALK, OR CURB BUILDING FACADE OR WALL 32" Min.o.c. spacing o.c. spacing 32" Min. 2 x Dia. of Rootball 6" MIN. LA-023 GROUNDCOVER PLANTING DETAIL N.T.S. NOTE: LANDSCAPE CONTRACTOR IS RESPONSIBLE TO ENSURE POSITIVE DRAINAGE IN ALL DIRECTIONS AND AWAY FROM ALL STRUCTURES. PLANTING BED PER SPECIFICATIONS 2" OF PINEBARK MULCH FOR ALL 4" POTS UNLESS OTHERWISE NOTED. MULCH AS SPECIFIED FOR 1 GAL. GROUNDCOVERS. O.C. SPACING (TYP.) UNDISTURBED SUBGRADE LIMITS OF MULCH BED. EDGE OF SOD, WALK, OR CURB BUILDING FACADE OR WALL LA-03 4 SUBGRADE TRENCH BED EDGE N.T.S. 3" OF MULCH AS SPECIFIED CROWN MULCH AS SHOWN TO ENSURE POSITIVE DRAINAGE MULCH TO BE 1" LOWER THAN FINISH GRADE AT EDGE FINISH GRADE NOTE: TRENCH EDGE SHALL BE LOCATED AT ALL SOFT AND HARD EDGES. 1" 3" 3" 5 LA-04 JOSEPH HENRY COMER IV NUMBER 539 REGISTERED LANDSCAPE ARCHITECT STATE OF ALABAMA SEA L N O T V A LID UNL E S S S I G NED ESPA L I E R , LLC. Bu s h e l D r i v e FA I R H O P E F O O S A C K L Y ' S Fa i r h o p e , A L Copywright. This drawing and its contents are the property of Espalier, LLC and may not be copied or used in anyway without written permission from Espalier. LANDSCAPE L-1.2 DETAILS Lo + %O.000000 o 3 J J J J J 3.4J J JLA J. —========AIHIIHIHIHIHIIEIi—————————I—IHII—IHIHHIHIEHIIEEIE• 11—111—111—111—111—111—111—111—111—11L o o 1 AAIUAAAAAAWAAIAAAUA 625* 1 ISSUED/REVISED I— =--422T 1=111=11 -270 / 1 T T7) DrBAl. W B twee SHEET TITLE o o Permitting 12/20/24 Permitting 1/9/25 Revised 1/29/25 Revised 2/6/25 ROOTBALL work DESIGNED BY JC DRAWN BY JC_____ CHECKED BY JC PROJECT NO. 2468 DATE 12/16/24 FILE NAME FAIFOOLA ESPALIER landscape architecture Espalier, LLC P.O. 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PAVED AREA Illuminance 6.67 19.4 1.1 6.06 17.64 PHOTOMETRIC EVACUATION NOT FOR CONSTRUCTION Luminaire Schedule Total Project WattsSymbolLabelLLF Arr. Lum. Lumens Arr. Wotts Total Watts 1877.6 1.000 12311 86 6 B MRS-LED-12L-SIL-4-50-70CRI-D180 8' POLE + 2' BASE 1.000 25246 172 B2-U0-G3 3 C MRS-LED-12L-SIL-4-50-70CRI-SINGLE 8' POLE + 2' BASE 1.000 12623 86 B2-U0-G3 2 D MRS-LED-12L-SIL-2-50-70CRI-SINGLE 8' POLE + 2' BASE 1,000 12514 86 B3-U0-G2 ©8 W CY3S330K12D1CWW-P (FIXTURE BY OTHERS)10' 1,000 998 19.7 B1-U1-G0 IGHTING PROPOSAL LO-161947B BYIMK DATE 2/13/25 REV: Dimensions of drawings that have been scaled or converted from PDF files or scanned /submitted images are approximate. 200SCALE: 1*=20‘ -99 MRS Single Single Single based upon another manufacturer’s test data and as a result can not be verified by LSI Industries for this calculation. FOOSACKLY’S BUSHEL DR FOLEY, AL CalcType Illuminance SHEET i F 1 Calculation Summary Label Arrangement Single D180° Avg 1.92 The IES no longer uses the Cutoff Classification System for LED fixtures. The IES classifies LED fixtures with the BUG rating which refers to the Bocklight-Uplight-Glare system. An Uplight of *U0* most closely motches the old Full Cutoff roting. BUG Rating B2-U0-G2 Mounting Height 8' POLE + 2' BASE Bosed on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer and/or architect must determine the applicability of the layout to existing or future field conditions. This lighting plon represents illumination levels calculated from laboratory doto token under controlled conditions in accordance with The Illuminating Engineering Society (IES) opproved methods. Actual performance of any manufacturer's luminaires moy vory due to changes in electrical voltage, tolerance in lamps/LED's and other variable field conditions. Calculations do not include obstructions such os buildings, curbs, landscaping, or ony other architectural elements unless noted. Fixture nomenclature noted does not include mounting hardware or poles. This drowing is for photometric evaluation purposes only and should not be used os o construction document or os o final document for ordering product. Qty 3 e *0.0 / % ch. Description MRS-LED-12L-SIL-FT-50-70CRI-SINGLE Avg/Min TIA 35 C b.o d. E6.9 6.5 s *2.7 9.3 113HP 1 t4 7173 * 17/ 1877 37 CP 7*(3 8 1.0 . b.2 61 =l 9.8 bl 194 Page 21 of 42 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 (WATTIER #5) ELECTRICAL (ABOVE CGF I CRF 231 r -113-43:114 L WIRE BUNDLE IAimnmntnGROUND)WTR NOTES:•uuH S2 y••1.SEE SHEET C2.0 FOR ALL GENERAL NOTES. i %in V 114 SPACE LEGEND 2 [ ]i STANDARD DUTY ASPHALT PAVINGX CONCRETE SIDEWALK EXISTING ASPHALT PAVINGILTTT DII IIII IIZ l• \00 \ / PEDESTRIAN ROUTESWR ADA ROUTEn7,,0)A 6—1777 WT. 1 I oLOT 40 V LIZE I/1Li 0) 0)a -i mimmaiv 0)g 6 61A &E mr -d___n I □I GAS IT GAS NAT y108-111- 1-D DRAINAGE EASEMENT ____A—D— CRFT:(WATT SWR' (WATTIER #5) O\XW\ PPKF(WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O LOT 3 ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW PEDESTRIAIN CIRCULATION PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBERLIEB ENGINEERING C8.0 ACOMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF8 11 (D. l| I! O O I I I I I I I 96.06’ (0) 275.00’ (0) N 09′51′15" W 95.57’ (0) 95.99’ (R) 275.00‘ (R)|N 09′52′33" W 95.51‘ (R) QK Q O LO STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) CRF (WATTIER #5) 4 S1| STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ 0)Z #5) STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ O 00 Z y X Q CURVE C1 C1 O ELECTRICAL WIRE BUNDLE (ABOVE GROUND) Li l 00 SLOPED CONCRETE-1 HEADWALL (WATTIER #5) CRF LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 8, I i mmmmmqmw 1/15/2024 SADAM" 751648 J No. 31204 ] PROFESSIONAL) % 6 I I I I I I I / AAA fm* W 5 a $ i 20.0‘ GREEN BUFFER \ Page 22 of 42 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 LEGENDZONED: B-2 [STANDARD DUTY ASPHALT PAVING PERVIOUS PAVING CONCRETE SIDEWALK EXISTING ASPHALT PAVING ELECTRICAL (ABOVE (GF NOTES: L WIRE BUNDLE I/SEE SHEET C2.0 FOR ALL GENERAL NOTES.GROUND)Rp S PROPOSED BUILDII •FFE=114.50B-SITE DATA:[ 5W6O. 20.0’ GREEN SPACE P3 BUFFER 6 oX 1 REQ’D:2/os ’T’DO NOT ENTER" SIGNAGE (SEE DETAIL SHT.)I 7 T I T I0)7== =00 SWF %B 12. PARKING SPACES REQUIRED: 39.33 /o O OK1U -12’ - ZONED: B-2 QLOT 40 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTYoXLIZECCN OK AREA LIGHT BY PHILLIPS; GARDCO GULLWING LED AREA LIGHT 8REQ’D:LL •<"STOP SIGN” SIGNAGEQ110)f0)T—B 0 C4619 Pl mIO— 14’ -> ’ _l___ — .5 JIO) I Ordering guide Example: GLI8-APD-1-4-80LA-4853-NW-120-BRP-LFGAS IT GAS NAT GAS D D DRAINA( EASI IENT DD X ^PKF (WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O C1 LOT 3 ZONED: B-2 •CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S SITE PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER 0—LIE ENGINEERIN'C4.0 B mmmmmu159COMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/28/20254 11 h Site & AreaCi GARDCO Gullwing LED by ©ignify GL18 Large 1/15/2024 1/28/2025 96.06’ (0) 275.00’ (0) N 09'51'15" W 95.57’ (0) 95.99’ (R) 275.00' (R)|N 09'52'33" W 95.51' (R) JUST CHILUN: 22 INSIDE SEATS/32 OUTSIDE SEATS = 54 = 13.33 SPACES FOOSACKLY’S: 98 INSIDE SEATS/32 OUTSIDE SEATS = 130 = 26 SPACES 13. PARKING SPACES ALLOWED: 14. PARKING SPACES PROVIDED: 10. OPEN SPACE: 11. SETBACKS: I I I I I I I 5 6 Z Q CRF (WATTIER #5) FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) 2 3 STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ A B O ZE 8 9 Q 0 #5) STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ O LO 298"°"Oka"Tenon STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ 481e0Ssoma 48Leos.s3oma 481eos.%0mA 180LA-649064 LEDs. 900mA 30040:9570 961es900mA NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 2 O STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ REQ’D: SITE UGHTING (SEE DETAIL ON THIS SHT.) REQ’D: 2’ WIDE STOP BAR PROPOSED USE: ZONING: TOTAL AREA: DISTURBED AREA: BUILDING S.F.: BUILDING S.F.: BUILDING HEIGHT: BUILDING HEIGHT: IMPERVIOUS SURFACE: 4 S1 REQ’D: IN-LINE HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.)RESTAURANTS B-2 GENERAL BUSINESS 1.53± AC. (66,576 S.F.) 1.29± AC. (56,110 S.F.) 5,874 S.F. (FOOSACKLY’S) 1,178 S.F. (JUST CHILUN) 19’-6” (FOOSACKLY’S) 17-10” (JUST CHILUN) 0.76 AC. (32,994 S.F.)(49.67%) 21,580 S.F. ASPHALT 4,362 S.F. CONCRETE 7,052 S.F. BUILDING COVERAGE/0.16 AC/10.46% 0.77± AC. (33,582 S.F.) (50.33%) FRONT 25’ SIDE 0’ REQ’D: STANDARD DUTY ASPHALT PAVING (SEE DETAIL SHT.) REQ’D: CROSSWALK STRIPING (SEE DETAIL SHT.) 39.33*1.2 = 47.196 48 REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: IN-LINE HANDICAP RAMP (SEE DETAIL SHT.) fGuwrgled uc Wztenfor" LC3‘#3lensfor 9-20 mounting heights yGCYWZuensEr REQ’D: DUMPSTER ENCLOSURE (SEE DETAIL SHT.) z REQ’D: 24” CURB & GUTTER GUTTER (SEE DETAIL SHT.) REQ’D: HANDICAP SIGN, SYMBOL, AND STRIPING (SEE DETAIL) REQ’D: CURB RETURN HANDICAP RAMP (SEE DETAIL SHT.) REQ’D: DOME PAVERS (TYP.) (SEE DETAIL SHT.) REQ’D: PERVIOUS PAVING MA Max Am 5itter - Mounts: toa REQ’D: CONCRETE SIDEWALK (TYP.) (SEE DETAIL SHT.) - REQ’D: - CONCRETE WHEEL STOP (SEE DETAIL SHT.) Gardco Gullwing LED luminaires combine LED performance excellence and advanced Gardco LED thermal management technology with the distinct Gullwing style to provide outdoor area lighting that is both energy efficient and aesthetically pleasing. t Available 120-277V only. s uezducs/Lc"wrresss CURVE C1 (WATTIER #5) CRFt ELECTRICAL WIRE BUNDLE (ABOVE GROUND) 4 S2 O 00 2 y X Q LF In-Line/in-Pole Fusing 1884g90- SLOPED CONCRETE-1 HEADWALL Li ZE 00 - REQ’D: 4” WIDE PAINTED STRIPE (TYP.) (WATTIER #5) $SWR LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 8, _______ISSUED FOR REVIEW ADDRESSING CITY COMMENTS (WATTIER #5) CRF PCRT"" PhptocelRexepandgon?. 9ADAM" 751648 J No. 31204 ] PROFESSIONAL) TOmlnCRI 30MCRI hla4) 1pe PROPOSED BUILDING, \ [ FFE=113.003 Q 0_212— OpbonalColr tecaNColor O’TOVDimming Page 23 of 42 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 ELECTRICAL WIRE BUNDLE 231'vHELECTRICAL (ABOVE (GF 113- -114- L WIRE BUNDLE I/ GROUND)Rp WTRS PROPOSED BUILDING I•FFE=114.50- NOTES: B • • 114 20.0’ GREEN SPACE 2BUFFER X I70)/LEGEND00\7 SWR [ ]STANDARD DUTY ASPHALT PAVING PERVIOUS PAVING7,,0)2A CONCRETE SIDEWALK777WT. EXISTING ASPHALT PAVING REQ’D:LOT 4 f 0 □LIZE ILL 0)H 00 d zl 0II■—M-a I 0)69IA &EJ" PROPOSED BUILDINGT /PROPOSED AE___3.00 ||IL13.—N GAS GAS NAT GAS 111- D D DRAINAGE EASEMENT DD PKF (WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O LOT 3 ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW UTILITY PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER 0—LIE ENGINEERIN'C6.0 A mmmmmu159COMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/15/2024611 O O 96.06’ (0) 275.00’ (0) N 09′51′15" W 95.57’ (0) 95.99’ (R) 275.00‘ (R)|N 09′52′33" W 95.51‘ (R) I I I I I I I QK Q CRF (WATTIER #5) STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ O I FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) O LO STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 s Q 0 STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ #5) cl S1 STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ REQ’D: CONNECT SEWER LATERAL (COORDINATE W/ THE CITY OF FAIRHOPE)Z REQ’D: SEE MEP PLANS FOR CONTINUATION (WATTIER #5) CRF REQ’D: 2" WATER METER, VALVE, BACKFLOW (PER FAIRHOPE SPECIFICATIONS) REQ’D: 1” WATER METER, VALVE, BACKFLOW W/ K COPPER (PER FAIRHOPE SPECIFICATIONS) O 00 2 y X Q REQ’D: 1,000 GALLON GREASE TRAP (SEE DETAIL SHT.) □ REQ’D: PVC SEWER CLEANOUT (TYP.) (SEE DETAIL SHT.) REQ’D: CONNECT WATER SERVICE (COORDINATE W/ THE CITY OF FAIRHOPE) REQ’D: NATURAL GAS SERVICE (PER FAIRHOPE SPECIFICATIONS) REQ’D: 6” PVC LATERAL @ 1.0% MINIMUM GRADE CURVE C1 C1 d S2 REQ’D: CONNECT SEWER LATERAL (COORDINATE W/ THE CITY OF FAIRHOPE) (WATTIER #5) CRFt 1. SEE SHEET C2.0 FOR GENERAL NOTES. 2. CLEANOUTS ON THE SEWER LINE SHALL BE INSTALLED AT THE CONNECTION TO THE BUILDING 5’ OUTSIDE THE FACE OF THE BUILDING. ALL 6” PIPES SHALL HAVE CLEANOUTS INSTALLED AT 100’ INTERVALS. SLOPED CONCRETE-1 HEADWALL I I I LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 (WATTIER #5)6SWR sh Ld cn m 8, 9ADAM" 751e48 , No. 31204 ] PROFESSIONAL) Z EE z EE ‘ IttI — — T nd I rm Page 24 of 42 ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 (WATTIER #5) ELECTRICAL (ABOVE CGF I CRFt 231 L WIRE BUNDLE 1I GROUND)WTR S2 NOTES: SEE SHEET C2.0 FOR ALL GENERAL NOTES. V SPACE LEGEND fX L_EXISTING ASPHALT PAVING 2222222TO BE REMOVED1 • \ 'I 00 o /X TREES TO BE REMOVED Q O 0nA in 0) I I LOLOT 4 LIZEX\ILLZ4 0) 0) 0 0) I y108 -D DRAINAGE EASEMENT A D (WATT SWR' (WATTIER #5) O \X W \ ^PKF (WATTIER) ARC LENGTH-RADIUS CHORD BEARING CHORD LENGTH OCO O LO LOT 3Z ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW EXISTING CONDITIONS & DEMOLITION PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER w=LIE ENGINEERINC C3.0 A mmmmmmmCOMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/15/20243 11 (D. o o l l I I I I I 296.90' (O) 296.86’ (R) 96.06' (0) 275.00' (0) N 09'51'15" W 95.57' (0) 95.99’ (R) 275.00‘ (R)|N 09′52′33" W 95.51‘ (R) 6 SWR 296.19’ (R) 296.14’ (0) O O Z Q QK Q STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ & STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ ■S 89’52’37” W s 89’53’30” W NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 s Q 0 FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) CRF (WATTIER #5) 8 / TV S1 REQ’D: 76 LF. OF CURB & GUTTER (TO BE REMOVED) STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ 0) Z 1 S 89’56’17” E S 89’55’50” E #5) REQ’D: 63 L.F. OF CONCRETE SIDEWALK (TO BE REMOVED) STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ O CO Z y X Q CURVE C1 C1 O REQ’D: (2) EXISTING TREES (TO BE REMOVED) SLOPED CONCRETE­ HEADWALL ELECTRICAL WIRE BUNDLE (ABOVE GROUND) (WATTIER #5) CRF LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 I I I 8, Li I 0 m 9ADAM" 751648 J No. 31204 ] PROFESSIONAL) % 1 \ N 45'10'13” W, 42.10' (0) N 45'06’24” W 42.09’ (R) ‘% A 6 AAA 2^.0’ GREEN BUFFER \ O CM co 40 b 00 Page 25 of 42 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' EROSION CONTROL LEGEND LEGEND LOT 5 [STANDARD DUTY ASPHALT PAVING PERVIOUS PAVING ETO CONCRETE SIDEWALK EXISTING ASPHALT PAVING (WATTIER #5) ELECTRICAL (ABOVE C3F I CRF @7 ----@113-SILT FENCING-114-NOTES:L WIRE BUNDLE 1/I o CJ oGROUND)CONSTRUCTION EXIT PAD SEE SHEET C2.0 FOR ALL GENERAL NOTES.Rp 1. S PROPOSED BUILDINGS2 --114.46 <1 14.46 -11422114.21-114.46- -114.12114.11-.80 V 114 113.90 13.62- 20.0’ BUFFI 104.52’BOTTOM-113.24 EROSION CONTROL NOTES:GREEN SPACE 113.55 XBUFFERWIP1113.00 113.55-4/\ -------*-------113.38 2.113.85-113.13- 113.36-110.24-112.64- /O...7112.14 I112.25-y / • \00 -114.19 / 113.484'113.84-3.1 13.84 L111.32-112.09-SWR (,.$0 114.691111.50- J o-112.43/n 1 11.890)(CEP)&777-'''1 77.0 )-777 WT 5.l I -110.90 -111.91 Q110.60-(WIPLOT 4110.38 WIP ■>110.16- -110.00IV 1o109.84-6.LIZE110.60-111.00- IOK109.84-110.88- LI 3 SB 0)110.32 10 0 SB-112.3000 8.0 $110.32 alA •11=110.47— 6 61 9.112.25-110.58 N111.08 r 112.69112.96 n PROPOSED BUILDINGd 10.-112.18 110..00 11. ( 111.68- 112.96-12.O □I2.18 13.-111.55 1 -111.18WIP” II 14.-112.3205GAS NAT).78- 15.WIP -111.68- 1y 16.108 -111- -------- 112.36=112.12*111.28- (WATTIER 25)SB1 CRF —F DRATNAGE EASEMENT'17. D(WATT SWR (WATTIER #5) 18. O\X L W 19.\ ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O 20. LOT 3 21. ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S 1/15/2024A ISSUED FOR REVIEW EROSION CONTROL PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER =LIE ENGINEERINC C7.0 A mmmmmu159C O M P A N 2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/15/2024711 112.13 ‘211.86 BOTTOM 24”RCP 60”RCP 48”RCP 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ STORM MANHOLE RIM 110.26’ STORM MANHOLE RIM 109.55’ 96.06’ (Q) 275.00’ (Q) N 09*51’15” W 95.57’ (Q) 95.99’ (R) 275.00‘ (R)|N 09*52’33” W 95.51‘ (R) I I I I #5) CRF (WATTIER #5) FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) QK Q 102.12’ (N) 101.90’ (E) 101.76’ (W) 103.64’ STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ O LO (A) L Q STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ SB)| NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ S1 SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS. EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, BRUSH BERMS, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES, CHECK DAMS, FILTER BERMS, JUTE MATTING, VEGETATIVE FILTER STRIPS, TURF REINFORCEMENT MAT, DIVERSION BERMS, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER. EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED AND AFTER EACH RAINFALL GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD, ANY WIND GUSTS GREATER THAN 25 MPH, AND ANY SUSTAINED WINDS GREATER THAN 20 MPH IN A 24 HOUR PERIOD. AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND DRESSED. DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION TO ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBUC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE CLEANED AT THE END OF EACH WORKDAY. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF BARE AREAS AT ANY ONE TIME. ALL DISTURBED AREAS LEFT INACTIVE FOR MORE THAN 10 DAYS SHALL BE SEEDED AND MULCHED. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, BRUSH BERMS, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED. RIP RAP SHALL BE PLACED AT EACH HEADWALL IMMEDIATELY FOLLOWING CONSTRUCTION OF EACH HEADWALL. GEOTEXTILE SHALL BE PLACED ON ALL 2:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GEOTEXTILE SHALL BE PLACED ON ALL 3:1 SIDE SLOPES. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN S150 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GEOTEXTILE SHALL BE PLACED ON ALL DITCH BOTTOMS & 1’ UP EACH SIDE. GEOTEXTILE SHALL BE NORTH AMERICAN GREEN SC250 OR APPROVED EQUAL UNLESS OTHERWISE NOTED ON PLANS. ALL GEOTEXTILES SHALL BE INSTALLED PER THE MANUFACTURER’S RECOMMENDATIONS. GOOD HOUSEKEEPING PRACTICES AND PREVENTATIVE MAINTENANCE SHALL BE PERFORMED ON SITE DAILY TO PREVENT POLLUTION SOURCES FROM CONTACTING STORMWATER AND GROUND WATER. THIS INCLUDES, BUT IS NOT LIMITED TO: EQUIPMENT INSPECTION FOR LEAKS OF HAZARDOUS MATERIALS, PICKUP AND PROPER DISPOSAL OF WASTE MATERIALS TO APPROVED DISPOSAL SITES, STORING CONTAINERS AND BAGS AWAY FROM TRAFFIC ROUTES, PUBLICIZING POLLUTION PREVENTION CONCEPTS THROUGH POSTERS, WASHING EQUIPMENT AND VEHICLES AT APPROVED WASHING LOCATIONS, AND USING ONLY WATER (NO DETERGENTS) FOR WASHING ACTIVITIES. AT A MINIMUM, THE EROSION CONTROL DEVICES SHOWN ON THESE PLANS SHALL BE INSTALLED. ADDITIONAL MEASURES MAY BE REQUIRED AND SHALL BE IMMEDIATELY INSTALLED UPON ANY ADDITIONAL SILTATION, EROSION, AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBUC ROADWAYS NOT MITIGATED OR UNFORESEEN BY THIS SET OF PLANS. THE CONTRACTOR SHALL SIZE, INSTALL, AND MAINTAIN ADEQUATE CONTROLS FOR THE SITE. REFER TO THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS, LATEST EDITION. ‘PKF (WATTIER) - . 110.39- ——110.39 - REQ’D: CONCRETE WASHOUT (SEE DETAIL SHT.) £114.43 “ 2 CURVE C1 C1 O ELECTRICAL WIRE BUNDLE (ABOVE GROUND) 5 to 0 \/ 113.22- I l I 1112.30 (D-112.80 -112.30 SLOPED CONCRETE-1 HEADWALL LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 ‘ o 111.59- — 8, I 00 m (WIP) / G) 9ADAM" 751648 J No. 31204 ] PROFESSIONAL) -110.29X-110.42 % ' \ ■110.97 -110.69 (WP) WATTLE INLET PROTECTION OR SILT SAVER (OR APPROVED EQUAL) === O Z 111.00 ee EE=113.005E AAA (wb)1.62 ° ! X 6) •FFE= 114.50 *E—11+.+ । re 114.46-/ “. A -110.17 I 110.13 Page 26 of 42 FD FD PATIO SEATING 32 SEATS FAMILYRESTROOMFAMILYRESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS ISSUED FOR REVIEW NORTH 0 20'40' SCALE: 1" = 20' LOT 5 ELECTRICAL WIRE BUNDLE (ABOVE GROUND) (WATTIER #5) ELECTRICAL (ABOVE CGF I CRFt 231 113- -114- L WIRE BUNDLE 1/I I o CJ oGROUND)Rp WTR NOTES:S PROPOSED BUILDINGS2 -1.SEE SHEET C2.0 FOR ALL GENERAL NOTES.I -114.46 <1 14.46-11+.+-114 22114.21-B 12 -114.12114.11-.80 V 114 (113.61 113.90 113.62-5 n -113.242< SPACE 113.55 LEGEND\BUI ■113.00 113.55-0.5%0.5% 7f——[ ]"113.38 STANDARD DUTY ASPHALT PAVING0)113.85-113.13- PERVIOUS PAVING113.36-110.24-112.64-31 12.14 I112.25-CONCRETE SIDEWALK100 / 1113.84 rrrr EXISTING ASPHALT PAVING112.09-SWR1 10 114.691111.50-J -112.43/n 1 ! 1.0909A WTR®)777 l I -111.91-110.90 Q110.60-%LOT 4 2.0%2.0%0 -110.00 >110.16- -V I 109.84-LJZE110.60-111.00- I109,110.88- LL UC17° /T 0)10.50 -112.3000 0fll110.32 \nlAe11v=110.47—ne J 17 2.96-/ 6 6II 112.25-110.58 &E m112.96-I-111.08 r 112.69-112.96 -112.30PROPOSED BUILDING-112.18 110..00FFE=1 13.00REQ’D:E M FFE-ll.UU 84 LF. OF 18’X111.68-RCP @ 0.50%l112.96-S I-111.55 1 -11 -112.3205GAS NAT).78-111.62 111- —112.36=112.12111.28-—D D DRAINAGE EASEMI IT ____A—D (WATT SWR' (WATTIER #5) O \X W \ (WATTIER) ARC LENGTH-RADIUS CHORD BEARINGCHORD LENGTH O LOT 3 ^CRF (WATTIER #5) REVISIONS FAIRHOPE FOOSACKLY’S GRADING & DRAINAGE PLAN FAIRHOPE, AL s* OWNER: FOO PROPERTIES, INC. DATE: 1/15/2024 1 ”=20’JOB NUMBER DRAWN BY: JLG SCALE:SHEET NUMBER 0—LIE ENGINEERINC C5.0 B mmmmmu159COMPANY2024-071 CHECKED BY:CJL APPROVED BY:CJL ENGR: CJL OF 1/28/2025511 112.13 7211.86 -110.38 2.0% „ 1/15/2024 1/28/2025 O O cL s. 96.06’ (Q) 275.00’ (0) N 09*51’15” W 95.57’ (0) 95.99’ (R) 275.00' (R)|N 09*52’33” W 95.51' (R) I I I 112.18 0 1112.30 (D-112.80 & .110.39- -"039 - ' 110.32 - QK Q CRF (WATTIER #5) FIBER OPTIC CABLE BUNDLE (ABOVE GROUND) STORM MANHOLE RIM 109.55’ BOTTOM 102.12’ 24”RCP (N) 101.90’ 60”RCP (E) 101.76’ 48”RCP (W) 103.64’ O LO A B | REQ'D: CORE BORE EXISTING 48” RCP @ EL.=103.82± STORM MANHOLE CURB INLET RIM 109.54’ BOTTOM 102.80’ 48”RCP (E) 102.51’ 48”RCP (W) 103.40’ NOT VALID WITHOUT THE DATED SIGNATURE AND SEAL OF AN ALABAMA LICENSED ENGINEER. ALABAMA LICENSED ENGINEER: CHRISTOPHER JAY LIEB, P.E. LICENSE NUMBER 31204 ALABAMA CERTIFICATE OF AUTHORIZATION NUMBER: 4938 STORM MANHOLE RIM 112.06’ FLOWLINE 105.11’ 48”RCP (E) 104.52’ 48”RCP (SW) 104.96’ #5) 4 S1 REQ'D: 20 L.F. OF 18” RCP @ 2.00% STORM MANHOLE RIM 111.97’ FLOWLINE 105.31’ 48”RCP (E) 105.22’ 48”RCP (SW) 104.41’ STORM MANHOLE RIM 110.26’ BOTTOM 104.52’ 24”RCP (N) 104.72’ 24”RCP (S) 104.43’ REQ'D: GRATE INLET TOP=113.00 INV.=106.94 (SEE DETAIL SHT.) - REQ'D: 58 L.F. OF 18” RCP 0 2.00% REQ'D: 78 L.F. OF 18” RCP @ 2.00% be C REQ’D: 101 L.F. OF 18” RCP © 0.00%REQ'D: GRATE INLET TOP=110.78 INV.=107.07 (SEE DETAIL SHT.) REQ'D: CORE BORE EXISTING STORM MANHOLE 0 EL=107.00 REQ'D: GRATE INLET TOP=109.84 INV.=107.49 (SEE DETAIL SHT.) £114.432 □ o 00 2 y X Q REQ'D: GRATE INLET TOP=109.84 INV.=105.78 (SEE DETAIL SHT.) CURVE C1 C1 8 REQ'D: GRATE INLET TOP=113.00 INV.=107.79 (SEE DETAIL SHT.) REQ'D: GRATE INLET TOP=111.18 INV.=104.23 (SEE DETAIL SHT.) s to 0 Li l 00 V 113.22- 111.59- — SLOPED CONCRETE-1 HEADWALL LIEB ENGINEERING COMPANY 1290 MAIN STREET, SUITE E DAPHNE, AL 36526 PH: (251) 978-9779 (WATTIER #5) CRF n419—7 8, _______ISSUED FOR REVIEW ADDRESSING CITY COMMENTS --------REQ’D: — -13 L.F. OF 18” RCP 0 0.50% SADAM" 751e48 , No. 31204 ] PROFESSIONAL) gy % ' \ ■110.97 -110.69 0.0‘ GREEN SUFFER V \ i -110.29X-110.42 REQ'D: GRATE INLET TOP=111.62 INV.=0.00 (SEE DETAIL SHT.) 18% ' /1113.48-113.84- 111.00 9" REQ'D: 60 L.F. OF 18” RCP 0 0.50% AAA ol EFFE=1 14.50 A” Dek 114.46- -110.17 I -110.13 2 Page 27 of 42 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 4 A401 2 A400 8' - 9" E1 AW4 SC2 SC2 E1 E1 E1 AW1 EMX E1 E1W1W1W1W1 W2 W2W2W2 W1 W1 W2 W2 101A EMX E3 E3 SC2 SC2 E-P1E-PF E-AC2 E-TC3 E-BR2 E-BR1 E-CSE-CS E-BR1 E-AC2 E-CS E-BR1 E-BR1E-BR2 E-BR1E-BR2 E-BR2E-SF1 E-SF1 E-AC2 E-BR1 E-BR1 E-BR3 E-BR3 E-BR3 E-BR3 E-TC3 E-BR2 E-BR1 E-BR2 E-SF1 E-BR2 E-SF1 E-SF1 E-TC3 E-BR2 E-BR1 E-CSE-CS E-WI E-BR2 E-CS E-BR2 E-CS E-BR2 E-CS E-BR2 E-CS E-CSE-BR1 E-TC1 E-TC1 E-BR2 3 4 5 7 8 9 11 12 1 2 11 2 LOCATED ON WALK-IN UNIT -SEE FLOOR PLAN 5 4 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 1 A400 3 A401 1 2 3 8' - 9" W1W1W1 W2W2 W2 W1 W2 101B 10' - 8" AW2AW3 AW4 AW1 E1 E1 E1 SC2 SC2SC2SC2 19' - 6"19' - 6" 1 3 4 5 6 10 12 1 21 2 4 5 E-AC1 E-TC3 E-BR2 E-BR1 E-CS E-BR1 E-CS E-BR1 E-TC3 E-BR2 E-BR1 E-CS E-AC2 E-BR1 E-BR1 E-CS E-BR1 E-AC2 E-TC3 E-BR2 E-BR1 E-BR1 E-BR1E-SF1 E-CS E-CS E-BR2E-SF1 E-BR2E-SF1 E-BR2E-SF1 E-BR2E-SF1 ### X#WALL TAGS INDICATED WITH: SEE SHT. A140 DOORS INDICATED WITH: SEE SHT. A600 WINDOWS INDICATED WITH: SEE SHT. A600 MATERIALS INDICATED WITH: SEE SHT. A705 1t X-# 1.ANY BUILDING MOUNTED SIGNAGE DEPICTED IN THESE DOCUMENTS IS FOR COORDINATION PURPOSES ONLY AND IS NOT INTENDED FOR FABRICATION OR INSTALLATION BY THE GENERAL CONTRACTOR. IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED SIGNAGE & SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE OWNER'S SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. SHALL BE SUBMITTED BY THE SIGN VENDOR FOR PERMIT AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. SEE ELECT. DWGS. FOR PWR. REQUIREMENTS. 2.ALL EXTERIOR GLAZING SHALL BE IMPACT RATED PER LOCAL CODE -SEE STRUCT. FOR WIND SPEED & CODE CRITERIA. 3.STOREFRONT VENDOR TO FIELD VERIFY ALL ROUGH OPENINGS & BUILT CONDITIONS PRIOR TO FABRICATION. 1 EXTERIOR WALL LIGHTING -SEE ELECT. DWGS. & LIGHTING SCHEDULE SHT. A130. EXTERIOR WALL MNTD. SECURITY DEVICES BY VENDOR. GC TO COORD. ROUGH-IN REQUIRMENTS & UTILITY CONNECTIONS w/ VENDOR & OWNER. BUILDING SIGNAGE (PERMITTED SEPARATELY BY VENDOR) GC TO COORD. MNTG. REQUIREMENTS & UTILITY CONNECTIONS w/ VENDOR PRIOR TO ELECT. ROUGH-IN WORK. GC TO VERIFY IF ACCESS PANELS ARE REQUIRED IN EXTERIOR WALL OR IN PARAPET WALL THAT ARE LOCATED ABOVE THE ROOF DECK. IF REQD., GC TO COORD. WORK w/ ROOFING VENDOR. MTL. HORIZ. CANOPY SYSTEM -SEE STRUCT. DWGS. FOR BLOCKING DETAILS. BASIS OF DESIGN: LAWRENCE METAL STRUCTURES MODEL# LFS-FLCA 8"H CHANNEL FACIA -FINISH PER SCHEDULE PRE-FINISHED MTL. PARAPET CAP SIM. TO EXCEPTIONAL METALS (CANTED COPING -0.40 GA.) -SEE FINISH SCHEDULE SHT. A705. PRE-FINISHED MTL. SCUPPER & DOWNSPOUT. ROOF ACCESS LADDER RECEIVER -SEE SHT. A151. RECESS OIL FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. RECESS CO2 FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. BOLLARD -SEE CIVIL DWGS. PRIVACY FENCE & STL. POSTS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. PATIO RAILING & SLATS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. 2 3 4 5 6 7 8 9 10 11 12 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. SHEET TITLE DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a w in g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , a ll ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . HIGH CAPACITY EXTERIOR ELEVATIONS J. BARKER K. BROWN 23-148 9-4-24 PERMIT SET A310 SA R A L A N D P R O T O T Y P E 1/4" = 1'-0"1 MAIN ENTRANCE ELEVATION 1/4" = 1'-0"2 FRONT ELEVATION REV. DATE DESCRIPTION LEGEND GENERAL NOTES TAG NOTES ©©□ wscan ’A [3 o1 =- E0 IL _1ll lllllllllllllllllinipipiHipillllllllllllllllllllH ©IbC®I TnngJ@S & ' me I m-E —------—lllIIttEE=E=—B•e OOT 7 Ena o O O a=e l 1 3459 —£ 7]O 0 O==e B o o o /MM2=EEE = ==FE—E TE/—VT O □ < 0 o =* — iiiiTiiiiiiiii J[]J_1l11111111111e///1////1//—1/—1711/00070000070070000000*T oO6) € © t Id±= •— ——o x —o- = =O o 1X o o o o o o o o o o / C Qsults - e 44 I J WTO jUHHlIllilll IIlIIIIfIIIEeEJIlIIIIsIIIQ= =LO I LOEHLO Y = ! o O. C c 9 0 O ) = St Page 28 of 42 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 4 A401 2 A400 W3W3 W5W5W5 W3 W3 8' - 9" 19' - 6" E1 E1 E1 E1 E1 E-WI E-SF1 E-SF1 E-AC1 E-BR2 E-TC3 E-BR1 E-CS E-BR1 E-CS E-BR1 E-BR2 E-BR3 E-BR3 E-BR3 E-BR3 E-BR2 E-BR1 E-TC3 E-BR2 E-P1 E-P1 E-AC1 E-BR2 E-BR1 E-TC3 E-AC2 E-CS E-BR1 E-CS E-BR1 SC3 SC2 SC2 E3 AW2 SC2 SC2 AW2AW2AW2 AW4 AW3AW3AW3 E-CS E-CS E-CS E-CS E-CS E-P1E-CS 1 2 3 4 5 6 7 10 12 5 5 44 444 11 2 1 2 66 10 E-CS E-SF1 E-SF1 E-SF1 E-SF1 E-BR2E-BR2 TOP OF SLAB 0' -0" TOP OF PARAPET 18' -0" TOP OF WAINSCOT 3' -4" 1 A400 3 A401 10' - 8" 8' - 9" 19' - 6"19' - 6" 113A W4 E3 SC2 SC2 EMX E3 SC2SC2 E3 EMX E1 AW1 AW3 1 2 3 4 5 6 7 10 11 1 2 4 5 E-AC2 E-TC3E-BR2 E-BR1 E-CSE-CS E-BR1 E-AC2 E-CS E-BR1 E-AC1 E-TC3 E-BR2 E-BR1 E-CSE-CS E-AC1 E-BR1 E-WIE-P1 E-PF GATE ### X#WALL TAGS INDICATED WITH: SEE SHT. A140 DOORS INDICATED WITH: SEE SHT. A600 WINDOWS INDICATED WITH: SEE SHT. A600 MATERIALS INDICATED WITH: SEE SHT. A705 1t X-# 1.ANY BUILDING MOUNTED SIGNAGE DEPICTED IN THESE DOCUMENTS IS FOR COORDINATION PURPOSES ONLY AND IS NOT INTENDED FOR FABRICATION OR INSTALLATION BY THE GENERAL CONTRACTOR. IT SHALL BE UNDERSTOOD THAT ALL EXTERIOR BUILDING MOUNTED SIGNAGE & SITE SIGNAGE WILL BE PERMITTED SEPARATELY BY THE OWNER'S SIGN VENDOR. AT THAT TIME, COMPLETE DETAILS INCLUDING, BUT NOT LIMITED TO, SIGN FABRICATION, SIGN INSTALLATION, SIGN AREA AND QUANTITIES, ETC. SHALL BE SUBMITTED BY THE SIGN VENDOR FOR PERMIT AND APPROVAL PRIOR TO COMMENCEMENT OF WORK. SEE ELECT. DWGS. FOR PWR. REQUIREMENTS. 2.ALL EXTERIOR GLAZING SHALL BE IMPACT RATED PER LOCAL CODE -SEE STRUCT. FOR WIND SPEED & CODE CRITERIA. 3.STOREFRONT VENDOR TO FIELD VERIFY ALL ROUGH OPENINGS & BUILT CONDITIONS PRIOR TO FABRICATION. 1 EXTERIOR WALL LIGHTING -SEE ELECT. DWGS. & LIGHTING SCHEDULE SHT. A130. EXTERIOR WALL MNTD. SECURITY DEVICES BY VENDOR. GC TO COORD. ROUGH-IN REQUIRMENTS & UTILITY CONNECTIONS w/ VENDOR & OWNER. BUILDING SIGNAGE (PERMITTED SEPARATELY BY VENDOR) GC TO COORD. MNTG. REQUIREMENTS & UTILITY CONNECTIONS w/ VENDOR PRIOR TO ELECT. ROUGH-IN WORK. GC TO VERIFY IF ACCESS PANELS ARE REQUIRED IN EXTERIOR WALL OR IN PARAPET WALL THAT ARE LOCATED ABOVE THE ROOF DECK. IF REQD., GC TO COORD. WORK w/ ROOFING VENDOR. MTL. HORIZ. CANOPY SYSTEM -SEE STRUCT. DWGS. FOR BLOCKING DETAILS. BASIS OF DESIGN: LAWRENCE METAL STRUCTURES MODEL# LFS-FLCA 8"H CHANNEL FACIA -FINISH PER SCHEDULE PRE-FINISHED MTL. PARAPET CAP SIM. TO EXCEPTIONAL METALS (CANTED COPING -0.40 GA.) -SEE FINISH SCHEDULE SHT. A705. PRE-FINISHED MTL. SCUPPER & DOWNSPOUT. ROOF ACCESS LADDER RECEIVER -SEE SHT. A151. RECESS OIL FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. RECESS CO2 FILLBOX -COORD. MNTG. REQUIREMENTS & LOCATION w/ VENDOR & OWNER. BOLLARD -SEE CIVIL DWGS. PRIVACY FENCE & STL. POSTS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. PATIO RAILING & SLATS -SEE MNTG. DETAIL SHT. A312 & STRUCT. DWGS. 2 3 4 5 6 7 8 9 10 11 12 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. SHEET TITLE DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a w in g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , a ll ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . HIGH CAPACITY EXTERIOR ELEVATIONS KEN BROWN KEN BROWN 23-148 9-4-24 PERMIT SET A311 SA R A L A N D P R O T O T Y P E 1/4" = 1'-0"3 DRIVE-THRU ELEVATION 1/4" = 1'-0"4 REAR ELEVATION REV. DATE DESCRIPTION LEGEND GENERAL NOTES TAG NOTES □ [3 o@x =--- ' I I III III Hill©.. ..... '‘iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiinTrr ^niiiiiiiiiiiiii 11111 in in HI iiiiiiii in in —= **& ¥E_§5 ¥toi¥—========= —=<O-Im a iiMH15tW'limii [I I ===B GO E3O = #—O 0 O O — O[=EOo©A=t======+e— = □ t < 0 o ofco 111111111111111111101010000020000000000070000717////o 9 o © Te Os O E L J«1 Z T == O O = # o o o o o o o o —o = —E s i. 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C c 9 0 O ==, o ©I •Om ==III IIIIIIII 111111 III III IIIIIIIIII III 11 Ills Page 29 of 42 SC-A SC-A SC-A SC-ASC-B SC-B SC-C SC-B SC-A A3114 A310 A311 3 1 5" 3' - 7 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " 4' - 6 1 / 2 " 2' - 2 1 / 2 " 6' - 1 0 " 2' - 3 " 2' - 5 1 / 2 " 5 1 / 2 " 5" 5" 5 1/2" 3'-1 1/2"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0"3'-0" 8 1/2" 2'-3"8'-9"2'-3" 8 1/2" 3'-0"3'-0"35'-1 1/2" 5 1/2" 5" A703 A 25'-3 1/2"13'-3"42'-3 1/2" 1 A400 1 A400 4 A401 4 A401 2 A400 2 A400 1' - 8 " ID-500 1 ID-500 2 ID-5004 3 A401 3 A401 31 ' - 4 " 9 ' - 1 " 2 ' - 1 1 " 1' - 8 " 80'-10" 1 A403 2 A402 2 A403 2 A405 3 A403 4 A403 1 A404 2 A404 3 A404 117 118 DINING 101 SERVICE 103 PICK-UP 104 ORDER 102 MAKELINE 105 COOKING 106 COOKING 107 PREP / MAKELINE 108 PAY 109 OFFICE 110 CLEANING 111 PREP 112 STORAGE 113 COOLER 114 FRZR. 115 HALL 116 MEN 117 WOMEN 118 OUTDOOR STORAGE PATIO DINING EQ EQ 113A 113B 110 1 2 3 A A.1 B C DC.1 FD FS FS FDFD FD 101A 101B 3 1 / 2 " 8' - 9 3 / 4 " 3 1 / 2 " 7' - 1 1 " 8 1/4" FIN. DIM.9'-2"7" FIN. DIM. 8'-5 5/8"5 1/2" 11'-10"6 1/2" FIN. DIM.18'-7 1/4"3 1/2"7'-0 3/4" 9' - 7 1 / 2 " 6 1 / 2 " F I N . D I M . 11 ' - 6 " 6 1 / 2 " F I N . D I M . 7' - 2 1 / 4 " 5'-10 1/2" FIN. DIM. 8'-9 1/2" FIN. DIM. 5'-10 1/2" FIN. DIM. 12'-9 1/2" 3 1/2" 1'-2 1/4" 5 1/2" 11'-9 1/4"3 1/2"9'-11 1/4"5 1/2"2'-3 1/2"13'-7" FIN. DIM. 6'-3" FI N . D I M . 8 1 / 4 " 8' - 2 1 / 2 " 5 1 / 2 " 8' - 1 1 / 4 " 3 1 / 2 " 4' - 2 " 5 1 / 2 " 12 ' - 6 3 / 4 " FIN. DIM. 8 1/4" 13'-1 1/2" 10 ' - 7 3 / 4 " 8 1 / 4 " F I N . D I M . 14 ' - 1 1 / 2 " 8 1 / 4 " F I N . D I M . 16 ' - 3 1 / 4 " 3'-5 1/2"8 1/4" FIN. DIM. 9'-9 5/8"8'-9 1/8" 16 ' - 7 3 / 8 " 14 ' - 9 3 / 4 " 10 ' - 1 1 7 / 8 " 3' - 1 3 / 4 " FI N . D I M . 7" 13 ' - 3 1 / 2 " 7" F I N . D I M . 3' - 1 3 / 4 " 5 1 / 2 " 8' - 1 3 / 4 " 3' - 5 1 / 4 " 45.00° 45.00° 3'-7 5/ 8 " 8'-2 3/4"5'-7" 5' - 1 0 1 / 8 " 24'-6 3/8"5 1/2" 30 ' - 4 1 / 4 " 1' - 3 " 10 ' - 9 3 / 4 " 3 1 / 2 " 3 1 / 2 " 7'-1 1/2"5'-7" 1'-3 1/2"3'-0"1'-3 1/2" 3 1/2"3 1/2" 13'-5 5/8" 3' - 8 1 / 2 " 12'-1 1/4" 9' - 1 0 3 / 4 " 7' - 5 1 / 2 " 22'-0"6" 6" 11 ' - 0 " INT. DIM. 14'-0" INT. DIM. 7'-0" IN T . D I M . 10 ' - 4 " 22'-0"6" 6" 12 ' - 0 " INT. DIM. 21'-4" IN T . D I M . 11 ' - 4 " 1 1 1 1 1 2 3 3 A3 A3 A3 81'-8" 44 ' - 2 " A1 A1 A1 B2 C2 C2C3 C4C4 C3 C5 FI N . D I M . 8 1 / 4 " 7' - 7 1 / 4 " 7 1 / 4 " D1 D1 D1 D1 D5 D1 D1 D2 D2 D2 D3 D3 D3 D3 D4 D4 B2D4 A500 A A500 B D.S.D.S. BOL. D.S.BOL. W1 W1 W1 W1 W1 W1 W1 W1 W1 W1 W3 W3 W3 W3 W5 W5 W5 W4 FS FS FS FS TD FD A704 A 4 6 5 8 9 (TYP.) 9 (TYP.) 9(TYP.) 4'-1 3/4" 10 11 12 13 14 15 1515 16 1718 19 20 A141 5 A312 A A312 B 3 A402 SIM OVERHEAD SODA CHASE UNDERSLAB SODA CHASE THRU-WALL SODA CHASE NOTE: SEE SODA CHASE DETAILS SHT. A600 BOH TO RECEIVE 5/8" CEMENTIOUS BRD. TO (2'-0" A.F.F.) & 5/8" PLYWD. SUBSTRATE TO (6" MIN.) ABOVE CLG. LINE. LIQUID APPLIED WATERPROOFING TO BE APPLIED ON WALL (MIN. 2'-0" A.F.F.) & CONC. SLAB (EXTENDING MIN. 12") AT FLOOR PERIMETER -TYP. FOR BOH, RESTROOMS & ALL WET AREAS. FOH TO RECEIVE 5/8" CEMENTITIOUS BRD. FULL HT. TO BOT. OF GYP. CLG. FOR WALLS RECEIVING CERAMIC WALL TILE. WATERPROOFING TO BE APPLIED ON WALL (MIN. 2'-0" A.F.F.) & CONC. SLAB (EXTENDING MIN. 12") AT FLOOR PERIMETER -TYP. FOR BOH, RESTROOMS & ALL WET AREAS. WD. BLOCKING TO BE INSTALLED PRIOR TO SUBSTRATE & FLUSH w/ STUD FACE -COORD. LOCATION w/ KES VENDOR & MILLWORK SUPPLIER PRIOR TO CONSTRUCTION. RESTROOMS TO RECEIVE 5/8" CEMENTITIOUS BRD. TO (5'-2" A.F.F.) FOR WALLS RECEIVING CERAMIC TILE WAINSCOTTING & 5/8" M.R. GYP. BRD. TO BOT. OF GYP. CLG. WATERPROOFING TO BE APPLIED ON WALL (MIN. 2'-0" A.F.F.) & CONC. SLAB (EXTENDING MIN. 12") AT FLOOR PERIMETER - TYP. FOR BOH, RESTROOMS & ALL WET AREAS. SEE ENLARGED RESTROOM PLAN FOR INFORMATION ON WD. BLOCKING FOR RESTROOM ACCESSORIES. PASS-THRU / EXPO WDW. OPENING w/ STAINLESS STEEL SHELF - SEE INTERIOR ELEVATIONS & SECTION.. FRAMED OPENING FOR TRASH RECEPTACLE -SEE INTERIOR ELEVATIONS & ENLARGED BACK COUNTER PLAN. FRAMED WDW. OPENING w/ 1X OAK TRIM AT PERIMETER OF OPENING -SEE INTERIOR ELEVATIONS & SECTION. WALL MNTD. CONDIMENT SHELF -COORD. EXACT REQUIREMENTS w/ OWNER. 6" PVC SODA CHASE (SEE SODA CHASE LEGEND). COORD. ROUTING w/ OWNER & VENDOR PRIOR TO ROUGH-IN. SEE SODA CHASE DETAILS ON SHT. EQ103. SEE PLUMBING DWGS. FOR ADDITIONAL INFORMATION ON FLOOR SINKS (FS), FLOOR DRAINS (FD), & TRENCH DRAINS (TD) RECESS FLOOR SLAB FOR SALAD SPINNER DRAIN PIT -SEE STRUCT. & PLUMBING DWGS. 1 2 3 4 PATIO RAILING SYSTEM -SEE EXTERIOR ELEVATIONS. COLUMN AT PRIVACY FENCE -SEE STRUCT. DWGS. PRIVACY FENCING SET BETWEEN STL. COLUMNS -SEE DETAIL. GATE AT PRIVACY FENCE DOWNSPOUT (D.S.) TO CONNECT TO SUBSURFACE DRAINING -SEE CIVIL DWGS. ROOF LADDER -PROVIDE BLOCKING IN WALL FOR ATTACHMENT -SEE WALL SECTION. RECESSED OIL FILLBOX -COORD. EXACT LOCATION w/ OWNER. RECESS CO2 FILLBOX -COORD. EXACT LOCATION w/ OWNER. EXTERIOR MOP SINK -SEE PLUMBING DWGS. ELECTRICAL PANELS -SEE ELECTRICAL DWGS. 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF FINISHED WALL, OR AS NOTED FOR INTERIOR WALLS AND EXTERIOR FACE OF SHEATHING ON EXTERIOR WALLS (U.N.O.). "CLEAR" DENOTES FINISH TO FINISH DIMENSIONS & "HOLD" DENOTES CRITICAL FRAMING DIMENSIONS. SEE SHTS. EQ101 & EQ102 FOR ADDITIONAL INFORMATION & REQUIRMENTS. 2. ALL INTERIOR WALLS SHALL BE WOOD STUDS AS DIMENSIONED & INDICATED ON PLAN TO BE 16" O.C. (U.N.O.). 3. SEE STRUCT. SHTS. FOR INFORMATION ON WALL BRACING. WOOD STUDS TO EXTEND A MIN. 12" ABOVE CEILING LINE (U.N.O.) -SEE REFLECTED CEILING PLAN SHT. A130. 4. BOH, RESTROOMS & ALL WET AREAS TO RECEIVE LIQUID APPLIED WATERPROOFING A MIN. 24" A.F.F. & AT FLOOR PERIMETER EXTENDING OUT A MIN. 12". 5. BOH TO RECEIVE 1/2" PLYWD. SUBSTRATE AS INDICATED ON PLAN. G.C. TO PROVIDE ADDITIONAL WD. BLOCKING (FLUSH w/ STUD FACES) AS NEEDED IN FOH AREAS & RESTROOMS RECEIVING CEMENTITIOUS BRD. SUBSTRATE TO SUPPORT WALL MNTD. EQUIPMENT & FURNISHINGS -SEE FURNITURE & EQUIPMENT PLANS SHTS. EQ101 & EQ102. COORD. w/ KES VENDOR & MILLWORK SHOP DRAWINGS PRIOR TO CONSTRUCTION. NOTIFY AOR, OWNER, KES VENDOR & MILLWORK SUPPLIER OF ANY DISCREPANCIES. 6. EXTERIOR PERIMETER WALLS TO RECEIVE CONT. R-20 BATT. INSUL. FULL HT. TO BOT. OF BRG. HT. -SEE WALL SECTIONS. 7. RESTROOM & OFFICE WALL TO RECEIVE FULL HT. SOUND ATTENUATION BATT INSULATION (SAB). 8. COORD. LOCATION OF SODA CHASES -SEE SODA CHASE LEGEND & ASSOCIATED ROUTING LOCATIONS ON PLAN. VERIFY w/ OWNER & KES VENDOR PRIOR TO CONSTRUCTION. 9. SEE LIFE SAFETY PLAN SHT. G005 FOR INFORMATION ON FIRE EXTINGUISHERS & FIRE DEPT. REQUIREMENTS, OCCUPANT LOADS & POSTING INFORMATION. 10. USE MOISTURE RESISTANT DRY WALL IN ALL WET AREAS (KITCHEN, RESTROOMS, BARS, MECHANICAL, DISHWASH AREA). 11. SEE EQUIPMENT PLAN FOR STAINLESS STL. WALL MNTD. COUNTERTOPS & MNTG. DETAILS. 12. SEE FURNITURE PLAN FOR TABLE MNTG. DETAILS. ### X#WALL TAGS INDICATED WITH: SEE SHT. A140 DOORS INDICATED WITH: SEE SHT. A600 WINDOWS INDICATED WITH: SEE SHT. A600 NON-LOAD BEARING INTERIOR PARTIONS: 1t 2X4 WD. STUDS 16" O.C. 2X6 WD. STUDS @ 16" O.C. 2X4 WD. STUDS @ 16" O.C. (SOUND ATTENUATION BLANKET) 2X6 WD. STUDS @ 16" O.C. (SOUND ATTENUATION BLANKET) 2X6 OR 2X8 LOW HT. WD. STUDS @ 16" O.C. w/ LOW WALL SUPPORTS TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. SHEET TITLE DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a w in g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , a ll ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . HIGH CAPACITY FLOOR PLAN J. BARKER K. BROWN 23-148 9-4-24 PERMIT SET A120 SA R A L A N D P R O T O T Y P E 1/4" = 1'-0"A FLOOR PLAN REV. DATE DESCRIPTION SODA CHASE LEGEND TAG NOTES GENERAL NOTES LEGEND p O o □ 4% o o o o s 0 -4 O o 00 0 0 0 0 0 0 0 □ 1 0 o D 44 o I D r O D I o 11 1 1 □ t 4 o Bo s s s s s a s s i s u s t A S o L± Z r A El o a D o I 1 V I ** <0 < 0 o - o J mr I I — # □ 00 0 0 0 0 0 0 0 0 2 o ± 3g o 1* I \ 1/ o (8 © D 0 4I I D \' I \ \ § \ 1 1 -1 — — C V V - - (5 1 7 O 00 0 0 0 0 0 8 n 0. \ V D n - r [ L _ / ( 1- 8 £ D — 0 \1 / o 0 2 — Le t r D T F □ 0 0 o n9 I J 3 H O o I' D D / O 0 I -' 1 D o / 0 I 3 D v o V I f s n d e s i g n - ( AR C H I T E C T S A ) ) \TO — / / I I I I 11 11 11 11 11 I1 /I — 1 Wl A r[ i i 1 (i V D -= = = = = __ _ _ U 11 11 —# /1 11 11 JI __ _ _ I / \ \ \ \ \ \ \' 0 0 O II I I I I ll l l l l ll l l l l ll l l I I 0 0 O I !ll — D O tj o T J ( o 3 mh §s J C __ _ L 11 11 11 11 11 I/11 11 // 4I f, |\L pi g • s 1 1 1 \ ' \ ' \ ' \ 1 1 \ l \ 03 g v \ Page 30 of 42 PATIO SEATING 32 SEATS FAMILY RESTROOM FAMILY RESTROOM 8x12 WALK-IN FREEZER 2 DR. REFRIG DINING 22 SEATS DISPLAY DISPLAY MULTI-PURPOSE AREA BUILDING INFORMATION BUILDING AREA 1989 S.F. • JUST CHILLIN' TOO AREA 1178 S.F. • MULTI-PURPOSE AREA 811 S.F. SEATING 54 SEATS • INTERIOR 22 SEATS • PATIO 32 SEATS TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a wi n g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , al l ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . Ju s t C h i l l i n ' T o o Fa i r h o p e , A L . PRELIM FLOOR PLAN KEN BROWN KEN BROWN 24-107 10/17/24 PERMIT SET A101 REV. DATE DESCRIPTION 1/4" = 1'-0"1 FLOOR PLAN □ [3 o OSXRV V .7 •D ■ ■ DV7D D7D • DX777D7B7V77VD-Lz D&E/J Y1eLet2• E 8 1 [3 E I E □0a■G > 0 'I..Il..|...|..1m luul Illl|E IE IE ELa ■ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii .....inin El B E IE IE 1 ■ ■ C Qsults □ 0 & Q: & Page 31 of 42 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a wi n g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , al l ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . Ju s t C h i l l i n ' T o o Fa i r h o p e , A L . PRELIM EXTERIOR ELEVATIONS KEN BROWN KEN BROWN 24-107 10/17/24 PERMIT SET A102 REV. DATE DESCRIPTION 1/4" = 1'-0"1 FRONT ELEVATION 1/4" = 1'-0"2 LEFT SIDE ELEVATION 1/4" = 1'-0"3 PATIO ELEVATION 1/4" = 1'-0"4 REAR ELEVATION LL L L wa n i i _ □ - we n I — 4 I I ■ ? f s n d e s i g n - ( AR C H I T E C T S . ) ) s f i si si t i t E5 E I I Hi — " — Page 32 of 42 TM Design +, Inc. Bardstown-Eastern Building 1449 Bardstown Rd., Suite 200 Louisville, KY 40204 (502) 454-5011 Project No. DRAWN BY CHECKED BY DATE Th e C o n s t r u c t i o n D o c u m e n t s s h a l l c o n s i s t o f a l l d r a wi n g s , sp e c i f i c a t i o n s , s u r v e y s , s o i l s r e p o r t s , a d d e n d a a n d o t h e r in f o r m a t i o n a s p r o v i d e d t o t h e G e n e r a l C o n t r a c t o r , al l ac t i n g a s a w h o l e . N o n e o f t h i s i n f o r m a t i o n o r d r a w in g sh e e t s s h a l l b e t a k e n s e p a r a t e l y o r " s t a n d a l o n e " f ro m th e r e m a i n d e r o f t h e C o n s t r u c t i o n D o c u m e n t s . A l l su b c o n t r a c t o r s s h a l l b e r e s p o n s i b l e t o r e v i e w t h e e nt i r e se t o f C o n s t r u c t i o n D o c u m e n t s t o d e t e r m i n e t h e i r pa r t i c u l a r s c o p e o f w o r k . A n y d i s c r e p a n c i e s o r co n f l i c t i n g i n f o r m a t i o n n o t b r o u g h t t o t h e a t t e n t i o n o f th e A r c h i t e c t p r i o r t o s u b m i t t i n g a b i d s h a l l b e in t e r p r e t e d a t t h e s o l e d i s c r e t i o n o f t h e A r c h i t e c t . Ju s t C h i l l i n ' T o o Fa i r h o p e , A L . PRELIM RENDERINGS KEN BROWN KEN BROWN 24-107 10/17/24 PERMIT SET A103 REV. DATE DESCRIPTION 1 3D View 1 2 3D View 2 Uo s e p l u s d ■ 1 2 L I I | E r a q MI f 11 1 1 1 1 1 1 1 I | r ■ .. . . . . . . . . Hi l i I I I ’ L — | I I I 1 I IT r T T T 1 ■ il l■■ ■ | - A । I I ! ! __ II __ _ _ _ _ _ I Iw ) I I I I I 1 I !, ) ) 0 0 — ■! I | _ . I :'l ll jl 1 n l | H S ll l l l l l l l l 11 lH I | =1 -E 11 1 II I I 'l l || l I » I " I ■ I I I 1 1 il h JFi ■■ im i — 1 l, II m . wi l l f i n “i i H a t n h e e t md u l i || | I ■ A । n I . m l ' A A■ a MU M t i i j .. 1/ 9 i/ i 1 / 7 / Page 33 of 42 Michelle Melton-Null Page 34 of 42 ZC 26.04– Morphy Corners May 4, 2026 Page 1 of 5 SUMMARY OF REQUEST Public Hearing to consider the request of the Applicant, S.E. Civil, on behalf of the Owner, Old South Properties, LLC, to rezone property from R-4, Low Density Multi-Family Residential District to R-1, Low Density Single-Family Residential District. The property is located at 8501 Morphy Avenue and is 2.98± acres. SITE HISTORY To the best of Staff’s knowledge, there are no previous Planning Commission, BOA, or City Council cases attributed to this site. STAFF COMMENTS The current application is a request for zoning change from R-4 to R-1, and as such a development plan was not submitted nor required. Article III of the City of Fairhope Zoning Ordinance defines R-1 and R-4 Districts and allowed Uses as follows: R-1 Low Density Single-Family Residential District: This district is intended to provide choices of low- density suburban residential environment consisting of single -family homes on large parcels of land. It is sub- classified into four categories (R-1, R-1a, R-1b, and R-1c) based on lot sizes. R-4 Low Density Multi-Family Residential District: This district is intended to provide a medium high density single-family structure and two to four family units to a building structure. Since this is a request for re-zoning a development plan was not submitted nor required. Nonetheless, a lower density zoning district is appropriate for this area due to the fact that the subject property is surrounded by city zoned, lower density residential districts. Across Morphy Avenue is a bevy of RA (3 acre) zoned parcels as well. Subject property is 131,551.2± SF or 3.02± acres. R-1 lots are required to be at least 15,000 SF. The proposed R-1 zoning district will, at most, yield eight (8) dwelling units. The Applicants’ intent with the request is to subdivide the parcel into four (4) lots to be utilized for four (4) single-family residences. In contrast, R-4 allows up to 7 units/acre. Three (3) acres in R-4 could yield up to 21 dwelling units. Wetlands The Applicant did not submit a wetland delineation with the application . Baldwin County GIS does show a small area of “potential wetlands” (see exhibits) along the eastern boundary of the parcel that will need to be addressed with any proposed development. Citizen Comments During the public comment period staff did not receive any citizen comments. Page 35 of 42 ZC 26.04– Morphy Corners May 4, 2026 Page 2 of 5 REZONING CONSIDERATIONS Standards of Review: The Zoning Ordinance and its associated zoning map are derived from long-range comprehensive planning studies intended to promote orderly, desirable development. Casual or unsupported amendments to the Zoning Ordinance can undermine this purpose. Therefore, rezoning requests are evaluated according to the following criteria: 1. Compliance with the Comprehensive Plan; 2. Compliance with the standards, goals, and intent of this ordinance; 3. The character of the surrounding property, including any pending development activity; 4. Adequacy of public infrastructure to support the proposed development; 5. Impacts on natural resources, including existing conditions and ongoing post-development conditions; 6. Compliance with other laws and regulations of the City; 7. Compliance with other applicable laws and regulations of other jurisdictions; 8. Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and 9. Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Recommendation: Staff recommends APPROVAL of ZC 26.04– Morphy Corners at 8501 Morphy Avenue, request to rezone property from R-4, Low Density Multi-Family Residential District to R-1, Low Density Single-Family Residential District. Page 36 of 42 EXHIBITS ZC 26.04 –Morphy Corners May 4, 2026 Page 3 of 5 Potential Wetlands 180 1 278 8480 99 100 DOME'S2SLIDE 228.518 Inco 028.51 C. 3 8 900 100480 MORPHY AVE 150 150 158 2 O 28.529 28.772 28 531 11 AC[c) Potential Wetlands in N N O C 1 CM CO □ C C CM CO o S — 8.2 Ac(c) o mA CM O 8 CI a C LU x— O o CD DC LU a C n O = </> m Page 37 of 42 EXHIBITS ZC 26.04 –Morphy Corners May 4, 2026 Page 4 of 5 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Min. Lot Area / Allowed Units Per Acre (UPA) Min. Lot Width Front Setback Rear Setback Side Setback Street Side Setback Max. Total Lot Coverage by All Structures Max. Height R/A 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ R-1 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a R-1a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ R-1b 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ R-1c 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ R-2 10,500 s.f./ - 75’ 35’ 35’ 10’ b 20’ 37% 30’ a R-3 7,800 s.f./ - 65’ 30’ 35’ 8’ b 20’ 35% 30’ R-3 PGH 4,000 s.f./ - 40’ 20’ 15’ 10’ b 10’ 32.50% 30’ R-3 TH 2,400 s.f./ - 24’ 20’ 35’ 0’ c 20’ 45% 30’ R-4 10,500 s.f. for two dwelling units plus 6,500 s.f. for each additional unit/ 7 UPA 75’ for two dwelling units plus 5’ for each additional unit 30’ 35’ 10’ b 20’ 30% 30’ Page 38 of 42 EXHIBITS ZC 26.04 –Morphy Corners May 4, 2026 Page 5 of 5 Excerpt from Table 3-1 Use Table Zoning Districts R-4 R-1 (a, b, c) Zoning Districts R-4 R-1 (a, b, c) Use Categories / Specific Uses Use Categories / Specific Uses Dwelling Service Single-Family ● ● Convalescent or Nursing Home ○ ○ Two-family ● Clinic ○ ○ Townhouse э Outdoor Recreation Facility ○ ○ Patio Home Day Care ○ ○ Multiple-family / Apartment э General Personal Services Manufactured Home Mortuary or Funeral Home Mixed-use Automobile Repair Accessory Dwelling Indoor Recreation Estate Dry Cleaner / Laundry Civic Personal Storage Elementary School ● ● Bed & Breakfast Secondary School ● ● Hotel / Motel Education Facility ● ● Boarding House or Dormitory Library ● ● Recreational Vehicle Park Place of Worship Restaurant Cemetery ○ ○ Bar Hospital Entertainment Venue Public Open Space ● ● Marina Common Open Space ● ● Kennel or Animal Hospital Community Center or Club ○ ○ Warehouse Public Utility ○ ○ Junk Yard or Salvage Yard Office Manufacturing General Limited Professional Light Home Occupation э э General Retail Food Processing Grocery Rural Convenience Store Agriculture General Merchandise Rural Market Shopping Center Plant Nursery Automobile Service Station Outdoor Sales Limited Outdoor Sales Lot Garden Center ● = Allowed By-Right Э = Special Conditions ○ = On Appeal Page 39 of 42 THE CITY OF FAIRHOPE, ALABAMA PLANNING & ZONING DEPARTMENT 451 Pecan Ave, PO Box 429, Fairhope, AL 36532 251-928-8003 | www.fairhopeal.gov | planning@fairhopeal.gov 1 of 1 Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Notification Letter April 16, 2026 RE: ZC 26.04 Public hearing to rezone property PPIN #: 14970 Description: Applicant, S.E. Civil LLC, on behalf of the Owner, Old South Properties, LLC, to rezone property from R-4, Low Density Multi-Family Residential District to R-1, Low Density Single-Family Residential District. The property is located at 8501 Morphy Avenue. Dear Fairhope Resident, State law requires all property owners within 300’ of property being considered for a zoning change to be notified by mail. The Baldwin County Revenue Office provided your information as a current property owner within 300’ of the zoning change request detailed above. The City of Fairhope Planning Commission will hold a public hearing at 5:00 PM in the Council Chambers located in the Municipal Complex at 161 N. Section Street on May 4, 2026. All written comments and/or presentation materials MUST be received by the Planning Department by no later than noon on April 23, 2026, to ensure adequate time for review and distribution to the Planning Commission prior to the public hearing. Written comments/materials received after this deadline may not be included in the advance report packet but may be submitted for the record at the public hearing. Staff reports and application materials will be posted online during the week prior to the public hearing at www.fairhopeal.gov under the Agendas and Minutes tab. FRAUDULENT & SUSPICIOUS EMAILS The City of Fairhope Planning Department is aware of fraudulent emails impersonating City Staff and Commission members requesting payment for permits or services via wire transfer. Please note that the City of Fairhope will never request payment of any kind via wire transfer and application fees will always be processed prior to a case going before any Board or Commission. If you receive a suspicious message please notify the Planning Department right away and do not click any links, open attachments, or send any payment or personal information. Should you have any questions or concerns, please contact the Planning Department. Cordially, Janine Saykes Janine Saykes Planning Clerk Page 40 of 42 Page 41 of 42 BI S H O P R O A D 4 0 F T . R / W SURVEYOR'S CERTIFICATE SURVEY DESCRIPTION: SURVEYOR'S NOTES: FLOOD STATEMENT: OWNER INFORMATION:ZONING INFORMATION: MORPHY AVE 50 FT. R/W PIN: 14970 3.02 ACRES ± Civil (251) 990-6566 9969 WINDMILL RD FAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR SHEET FILE PROJECT SCALE CHKD. DRAWN N 0 20 40 80 1" = 40 FEET GR I D N O R T H DREXEL BOOTHE BOUNDARY & TOPOGRAPHIC SURVEY OF DED 11 20261640-B-T-TREES 20261640 1"=40 BMB ZJH LEGEND:LEGEND: SITE P.O.B. TREE LEGEND: B AAMALA HL D E.DIEDAVI I I LOT 3 )5 8 SUB CRF 1/2” ILL A1EW0Q375-ACRF 5/8"/MOORE°3GPsuoe PIN: 14970 SETBACKS:J AI14.8’(RIM:IASPHALT DRIVE 1 30INV: 113.3’ 0IISIDE STREET: 20 FEET *ft548sIIO00— G ------- G -6.YYYy —-113---------113-/, MATTHEW D E ARLAND ETTN IONAL PARK DR : AL 36532 ' FST AND MALONE, MAT! ETAL MALONE, SCARL df&21§: 22EraItoRt30’ DRAINAGE & UTILITY EASEMENT \Church EAST/8O’(R)0 4 1.0’ OFF TURKEY/25".441.3‘OFF S89°57‘45"E 478.26’1/2"CRF(M00RE)44WM OT7 GoodCTIF 2”/TURKEY/24"28TWIN/30"I 2718.7’= E8°UNY115’21"±8’RCP_-----------25”16”s = = INV: 111.48’a 9:k P.O.B. POINT OF BEGINNING/-0.2’ OFFTURKEY/22"50”23" $PARCEL IDENTIFICATION NUMBERPIN CD 28"/LOT 1 । i CRFI: .8 8 1/38”22 ,**/17”;19 ”118" 18"O O)12"\E /*113 CPP CORRUGATED PLASTIC PIPE RCAP REINFORCED CONCRETE ARCH PIPEf. TWIN/J 6 23"RCP REINFORCED CONCRETE PIPEOETURKEY/21"I WOOD FENCEs N I '-12"6 BARBED WIRE FENCEIIOVERHEAD POWER LINE--------- OHP----------—(SEWER MAIN-------SS--------LAUREL/34”ICD UNDERGROUND GAS LINE(39" 1 TELEPHONE MANHOLE LAUREL,GUY WIRElb.1 UTILITY POLEs•115-0 I WATER/27"SEWER MANHOLE 18”WATER VALVE 30"7 /0 X FIRE HYDRANTLAUREL/23’ I TELEPHONE PEDESTAL□ 21 "s TELEPHONE JUNCTION BOXOFF-1.4’ WOODEN POST25” Cp MAILBOX 19"■GRATE INLETILIVE/32”19" CIVIL)1/2 "CRF 1/2”CRF(M00RE)/- GW . (ILL/CIBLE)^ Y-0 (-----------OHP----------OHP----------OHP — CNt-INV: 109.63 18”RCP 15 "CPP=====111:---------SS---------SS--------- SS---------SS---------SSINV:111.3 INV:111.22‘OHP ------------- OHP 09 —INV: 107.15’1/2" RCAP N89°53‘43”W-----112-------- —18"RCPA 18"RCP WEST 480’(R)A N ------113---------111--------■11O:. aChINV: 112612 18”RCP_INV: 111.04 —-------109-----------“14 11"x18” RCAF ---------— 110—□-109— ---—=108-O O 1 1/2"RBF 1 /2"CRF(M00RE)1/2”CRF(MOORE) ■028.531 ANZ<0 O \0.OAK TREE POPCORN TREE 1. PECAN TREE CYPRESS TREE2. CEDAR TREE 3. SWEETGUM TREETRACT CONTAINS 3.02 ACRES, MORE OR LESS. 4.(DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) CAD5. 6. 0^-04 -ZJO2^ 7. SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. CRF CTIF RBF = REBAR FOUND (NO CAP) CXF = CUT ”X” IN CONCRETE FOUND Fairhope Church 1/2"CRF , (SE CIVIL) Samaritan Church ‘airhope School CITY OF FAIRHOPE ZONING: R-4 (LOW DENSITY MULTI-FAMILY RESIDENTIAL DISTRCIT) CAPPED REBAR SET(SE CIVIL CA-1167) CAPPED REBAR FOUND CRIMP TOP IRON FOUND S.E. CIVIL, LLC DAVID E. DIEHL FRONT: REAR: SIDE: ELEVATIONS SHOWN HEREON ARE REFERENCED TO NORTH AMERICAN VERTICAL DATUM 1988(NAVD88) THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. BEARINGS AND DISTANCES SHOWN HEREON WERE ’’COMPUTED” FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE NAD83 (2011) USING GPS OBSERVATIONS. SURVEY CONDUCTED USING INSTRUMENT NUMBER 1125413, & 587301 PROBATE RECORDS, BALDWIN COUNTY, ALABAMA. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. LEGENDRE PAUL J 20279 BISHOP RD FAIRHOPE AL 36532 BRICK COLUMN COLUMN BRICK 30 FEET 35 FEET 10 FEET — II I I- ) BEGINNING AT A ONE-HALF INCH CAPPED REBAR SET(SE CIVIL CA-1167) AT THE NORTHEAST CORNER OF THE INTERSECTION OF THE NORTH RIGHT-OF-WAY OF MORPHY AVENUE WITH THE EAST RIGHT-OF-WAY OF BISHOP ROAD; THENCE RUN NORTH 00 DEGREES 38 MINUTES 12 SECONDS EAST ALONG THE EAST RIGHT-OF-WAY OF BISHOP ROAD, A DISTANCE OF 274.69 FEET TO A TWO INCH CRIMP TOP IRON FOUND AT THE SOUTHWEST CORNER OF GATEWOOD SUBDIVISION, BEING A MAP OR PLAT THEREOF, AS RECORDED ON SLIDE 1375-A, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA; THENCE DEPARTING SAID RIGHT-OF WAY, RUN SOUTH 89 DEGREES 57 MINUTES 45 SECONDS EAST, A DISTANCE OF 478.26 FEET TO A ONE-HALF INCH CAPPED REBAR FOUND(MOORE); THENCE RUN SOUTH 00 DEGREES 39 MINUTES 24 SECONDS WEST, A DISTANCE OF 275.25 FEET TO A ONE-HALF INCH CAPPED REBAR FOUND(ILLEGIBLE) ON THE NORTH RIGHT-OF-WAY OF MORPHY AVENUE; THENCE RUN NORTH 89 DEGREES 53 MINUTES 43 SECONDS WEST ALONG SAID RIGHT-OF-WAY, A DISTANCE OF 478.16 FEET TO THE POINT OF BEGINNING.SURVEY WAS CONDUCTED IN JANUARY 2026, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. i a 15’ 2.9‘ O & LG O THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. I I I THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES. WE, S.E. CIVIL, LLC, A FIRM OF LICENSED ENGINEERS AND LAND SURVEYORS OF FAIRHOPE, ALABAMA, HEREBY STATE THAT ALL PARTS OF THIS MAP OF SURVEY HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. ___ • ===112: IINV:111.56‘ /FW #5660 O) D O o 0) © NX OWNER: BOBBY L. FAUST 22950 WOLF BAY DRIVE FOLEY, AL 36535 PROPERTY LIES IN FLOOD ZONE ’’X’’ (UNSHADED), AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0644M, COMMUNITY NUMBER 010006, PANELS 0644, SUFFIX ”M”, MAP REVISED DATE APRIL 19, 2019. I I I I I / I I I I I I Fairhope t I I - 9j 0, 8 18"3,23" - OHP —L. INV: _________ 1 Q. NV: 107.81 SINV: 107.90’ I I INV: 106.55’ o— 3 Q =1 1____ ________ 0 o!m 1 2O ITIF PARCEL NUMBER: 46-05-16-0-000-028.518 BRICK d COLUMN CXF, R M:11i INV: 11. (A & R) = ACTUAL & RECORD BEARING/DISTANCE (R) = RECORD BEARING/DISTANCE 05-46-05-16-0-00? PIN: 15262 // S x li II, II, II JI FST AND RUFFLES, JEANNE M 9164 PEMBROOK LP FAIRHOPE AL 36532 E 15” / /2”CRS^t tl 1 4; / / / TTwin Beach / t Church e9 - INV: 108.27 INV: 107.99’= — —= , INV: 107.47 5 LOT 2 05-46-05-16-0-000-028.814-001 PIN: 622800 FST LEGENDRE ELIZABETH C AND A30‘ 78 197.97’(R) ^_197.83’ DATE AL. P.L.S. NO. 26014 PROPERTY IS LOCATED IN SECTION 16, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. (VICINITY MAP - NOT TO SCALE) /N Ln BRICK COLUMN LOT 4 05-46-05-16-0-000-028.675 PIN: 109793 FST AND RHEA, PAMELA DILLARD 20280 BISHOP RD FAIRHOPE AL 36532 05-46-05-16-0-000-028.570 PIN: 77553 FST AND RUFFLES, JEANNE M 9164 PEMBROOK LP FAIRHOPE AL 36532 LOT 3 05-46-05-16-0-000-028.814-002 PIN: 622801 FST BOOTHE, DREXEL EDDIE AND BOOTHE, KELLY JOHNSON AS TRUSTEES OF THE DERXEL AND KELLY BOOTHE LIVING TRUST DATED FEBRUARY 14 2023 20259 BISHOP RD FAIRHOPE AL 36532 05-46-05-16-0-000-028.814 PIN: 243093 FST BANKS DEBRA A AND BANKS KENNETH 20289 BISHOP RD FAIRHOPE AL 36532 05-46-05-16-0-000-028.569 PIN: 77764 FST AND HOFFREN, WAYNE J ETAL HOFFREN, BETTY AND J 8444 MORPHY AVE FAIRHOPE AL 36532 ’ «10‘ PEDESTRIAN & UTILITY EASEMENT / y/9"C^ _. . . . _ . . . /(SE Cl^ 05-46-05-16-0-000-028.712 PIN: 114415 05-46-05-16-0-000-028.712 PIN: 114415 FST AND MALONE, MATTHEW D ETAL MALONE, SCARL AND ETT N 104 PROFESSIONAL PARK DR FAIRHOPE AL 36532 05-46-05-16-0-000-028.672 PIN: 108443 FST WASHINGTON SQUARE CONDOMINIUM DEVELOPMENT P.O. BOX 1004 FAIRHOPE, AL 36533 05-46-05-16-0-000-028.772 PIN: 221438 FST AND OLD OAKS, LLC P 0 BOX 1134 FAIRHOPE AL 36533 05-46-05-16-0-000-028.529 PIN: 15127 FST AND SPENCER, CURTIS M ETAL HUNT, LORENA AND E P O BOX 85 POINT CLEAR AL 36564 I % 104 PROFESSIC FAIRHOPE . NO.26014 * : PROFESSIONAL ■ . LAND /s —W :,ve® gl l I // 091 m I । I & C o I I &U i/2Vur S3 (SE CIVIL) © Co / / 4 ‘ m - (OI — OHP —===-—-OHP OHP 478.16‘ ~ Page 42 of 42