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HomeMy WebLinkAbout01-05-2026 Planning Commission Agenda 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 January 5, 2026 – 5:00 PM 1. CALL TO ORDER Lee Turner, Chairman Paul Fontenot Rebecca Bryant, Vice Chairman Kim McCormick Cindy Beaudreau, Secretary John Worsham Harry Kohler Erik Cortinas Hollie MacKellar Jimmy Conyers (CC) (CC) City Council Representative 2. CONSENT AGENDA • Approval of Minutes – December 1, 2025 3. REGULAR AGENDA OLD BUSINESS A. SR 25.09 Site Plan Approval of 7 Brew Fairhope – Applicant requested to be moved to the February agenda. B. SR 25.08 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B-2 – General Business District. The property is located at 301 Fairhope Avenue. PPIN #: 14359 C. SD 25.16 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. PPIN #: 14359 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 NEW BUSINESS D. SD 25.18 Public hearing to consider the request of S.E. Civil, LLC, on behalf of the owners, FST Washington Square Condominium Development, Inc., for final plat approval of Washington Square, an 8-unit Multiple Occupancy Project. The property is zoned R-5 – High Density Dwelling Residential District. The property is approximately 1.74 acres and is located on the west side of Bishop Rd. just north of Morphy Ave. PPIN #: 108443 E. SD 26.01 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST Benessere Partners LP and Benessere Partners II LP and Lomas Partners LLC, for preliminary plat approval of Eastern Shore Village Center MOP, a 15-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 7.28 acres and is located on the southeast corner of Greeno Road and Fairhope Avenue. PPIN #: 397862 4. ADJOURN December 1, 2025 Planning Commission Minutes The Planning Commission met Monday, December 1, 2025, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas; Hunter Simmons, Planning and Zoning Director; Payton Rogers, Planning and Zoning Manager, and Cindy Beaudreau, Planning Clerk. Absent: none Chairman Turner called the meeting to order at 5:02 PM. Consent Agenda • Approval of the Minutes November 6, 2025 • UR 25.14 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 11,905 LF of buried cable at 8528 Lake View Drive. Mike Jeffries, Development Services Manager, presented the request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 11,905 LF of buried cable at 8528 Lake View Drive. Mr. Jeffries shared the zoning map and aerial map. Staff recommends approval of UR 25.14 with the following conditions: 1. A pre-construction meeting shall be held with the City prior to issuance of any permits. 2. Consultation with the City’s horticulturalist, to determine if the required depth of bore must be increased so that no trees are impacted by the project. The contractor is responsible for any damaged trees. 3. At all street crossing locations, conduct potholing to determine exact location and elevation of existing utilities. Reflect the exact elevation of utilities and GPS coordinates of the pothole locations on a set of as-built drawings. a. An additional right-of-way permit may be required for the potholing procedures. 4. 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. 5. Provide draft door hanger for approval at time of pre-construction. 6. Approved door hangers shall be in place no later than 7 days prior to construction. 7. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 8. Ensure enough space for proposed work is available within existing easement, if not applicant is responsible for either expanding existing easement or acquiring an additional easement. 9. Applicant shall contact Alabama One Call to locate all existing utilities (1000ft max per day). 10. Utilities boxes shall be concentrated near existing boxes. 11. For permitting purposes, applicants shall provide subsurface utility engineering quality-level C, unless otherwise required by the Fairhope Building Department. December 1, 2025 Planning Commission Minutes John Worsham made a motion to approve the consent agenda including the minutes. Rebecca Bryant seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Old Business None New Business John Worsham made a motion to amend the agenda to add Resolution 2025-05 adopting City Council Ordinance 1847 related to the temporary suspension of residential multiple occupancy project and subdivision applications in the City of Fairhope. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None A. SR 25.06 Request of the Applicant, Element 3 Engineering, LLC, on behalf of the Owner, Coast Properties LLC, for Site Plan Approval of Pelc Tire Auto Service Center. The property is approximately 1.22 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of the Encounter Development on the northeast corner of State Highway 181 and State Highway 104. PPIN #: 627497 Michelle Melton-Null, City Planner, presented the request of the Applicant, Element 3 Engineering, LLC, on behalf of the Owner, Coast Properties LLC, for Site Plan Approval of Pelc Tire Auto Service Center. The property is approximately 1.22 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of the Encounter Development on the northeast corner of State Highway 181 and State Highway 104. Ms. Melton-Null shared the zoning map and aerial map. Staff recommends approval of SR 25.06 to City Council with the following conditions: 1. Revise landscape plans to add perimeter landscaping on property that is adjacent to Encounter Drive ROW (including screening the dumpster enclosure in that area) per Ordinance #1444 and staff comments, prior to review by City Council. 2. Revision of Tree & Landscape Plan to illustrate seven (7) additional overstory Perimeter Tree plantings on the subject site in full compliance with the City of Fairhope Trees and Landscaping Ordinance, prior to review by the City Council. 3. Revise photometric plan in compliance with Article IV, Section B(3) (10’ MAX height limit for parking lot lighting). December 1, 2025 Planning Commission Minutes Paul Fontenot stated that they need to specify 48” for all plants or viburnum to wrap around the corner. Steve Fisher, Element 3, asked if they removed the palm trees could they add seven more. Payton Rogers stated yes. John Worsham made a motion to recommend approval of SR 25.06 to City Council with staff recommendations. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None B. SR 25.07 Request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Planters Pointe Partners LLC, for Site Plan Approval of Advanced Auto Parts. The property is approximately 1.09 acres and is zoned B-2 – General Business District. The property is located on Lot 9 of the Planters Pointe Development on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 626314 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Planters Pointe Partners LLC, for Site Plan Approval of Advanced Auto Parts. The property is approximately 1.09 acres and is zoned B-2 – General Business District. The property is located on Lot 9 of the Planters Pointe Development on the northwest corner of State Highway 181 and State Highway 104. Mr. Rogers shared the zoning map and aerial map. Staff recommends approval of SR 25.07 to City Council with the following conditions: 1. Provision of a complete Tree and Landscape Plan for Advanced Auto Parts illustrating full compliance with the City of Fairhope Tree and Landscape Ordinance to be reviewed by the City of Fairhope Horticulturist prior to review of case SR 25.07 by the City Council. 2. Provision of a revised Site Plan and Tree and Landscape Plan for Express Oil Change, in association with SR 24.06, adjusted to accurately depict the final agreed upon proposal for shared access between Lot 8 and Lot 9 Planter’s Pointe Subdivision, prior to review of case SR 25.07 by the City Council. 3. Provision of revised plans and submittal documents for Express Oil Change for all active development permits. 4. If the Applicant elects not to pursue a proposal for shared access between Lot 8 and Lot 9 Planter’s Pointe Subdivision, the application and all supporting documents for SR 25.07 – Advanced Auto Parts must be revised and resubmitted in accordance with the next available standard submittal deadline, as outlined by the Fairhope Planning Commission Meeting and Deadline schedule. Erik Cortinas asked if all of the parties for Express Oil and Advanced Auto are communicating about a shared drive. Mr. Rogers stated yes. Paul Marcinko, Jade Consulting, stated that he has been talking with Express Oil. December 1, 2025 Planning Commission Minutes John Worsham stated that the acceptance letter from Express Oil does not say anything about landscaping. Mr. Marcinko stated that he will ensure that the landscape is adequate and will meet the City’s conditions. John Worsham made a motion to recommend approval of SR 25.07 to City Council with staff recommendations. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None C. SR 25.09 Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is approximately 1.01 acres and is zoned B-2 – General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 626310 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is approximately 1.01 acres and is zoned B-2 – General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. Mr. Rogers shared the zoning map and aerial map. Staff recommends denial of SR 25.09 to City Council due to the following deficiencies: 1. Insufficient tree plantings. 2. Insufficient landscaping adjacent to public right-of-way. 3. Insufficient stormwater detention/retention screening. 4. Non-compliant exterior lighting. Jimmy Conyers asked why this case is recommended for denial and another similar one was recommended for approval. Hunter Simmons explained the differences including the drainage which needs to be re-engineered. Dennis Proto, HFA-AE, LTD asked to table this case indefinitely. Erik Cortinas made a motion to table SR 25.09 indefinitely per applicant’s request. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None December 1, 2025 Planning Commission Minutes D. SR 25.10 Request of the Applicant, Kadre Engineering, on behalf of the Owner, Fairhope Land LLC, for Site Plan Approval of Culver’s Fairhope. The property is approximately 1.31 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 626312 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, Kadre Engineering, on behalf of the Owner, Fairhope Land LLC, for Site Plan Approval of Culver’s Fairhope. The property is approximately 1.31 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. Mr. Rogers shared the zoning map and aerial map. Staff recommends approval of SR 25.10 to City Council with the following conditions: 1. Revision of the Tree and Landscape to illustrate full compliance with the Trees and Landscaping Ordinance and submittal to staff for review and approval by the City of Fairhope Horticulturist, prior to the application being submitted to City Council. 2. Revision of the plans to include a detail illustrating dumpster screening in compliance with Article IV-B(2) of the Zoning Ordinance, prior to the application being submitted to City Council. 3. Revision of the Site Plan to reduce the total number of compact parking spaces to no more than 14 and all spaces over the required 37 to utilize pervious surfacing. 4. Revision of the plans to include a detail illustrating the location of all proposed mechanical equipment, prior to the application being submitted to City Council. David Dichiara, Kadre, will work to send documents to address all conditions. Rebecca Bryant suggested doing an entire run of pervious parking which can help with underground detention. John Worsham made a motion to recommend approval of SR 25.10 to City Council with four staff recommendations. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None E. SR 25.08 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B-2 – General Business District. The property is located at 301 Fairhope Avenue. PPIN #: 14359 Mike Jeffries, Development Services Manager, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B-2 – General Business District. The property is located at 301 Fairhope Avenue. Mr. Jeffries shared the zoning map and aerial map. December 1, 2025 Planning Commission Minutes Staff recommends denial of SR 25.08 to City Council due to a conflict with the required loading zone and gas meter, impact on the scale of the project to the surrounding neighborhood, and concerns with the increase in traffic caused by the intensity of the use. Hollie MacKellar asked where the 60 occupants will park. Mr. Jeffries stated they will need to park somewhere in the city parking spaces. Rebecca Bryant asked why this wasn’t a 20-unit MOP, when another hotel was a six-unit MOP? Mr. Jeffries explained that there is only one tenant. Ms. Bryant asked if the temporary structures would have to be fixed so they don’t fly away or will they need to be removed from the rooftop terrace. Hunter Simmons stated that temporary structures must be 10’ away from the edge. Ryan Baker, Walcott Adams, thanked staff for the review and stated that they are working to design something compliant. Mr. Baker explained the plan for the boarding house. Erik Cortinas is concerned with the entry/exit from the roof top terrace and the storage of food, linens, etc. Mr. Baker explained the entry/exit and that storage will be on the first floor. Larry Smith, S.E. Civil, discussed the traffic analysis, stating that they used the most intense use of the boarding house to determine traffic, based on afternoon peak hours, and this does not meet the requirement for a traffic study. Brad Hicks, Stone Crosby law firm, stated that every use of this boarding house is by right and the project is consistent with the Zoning Ordinance and the Comprehensive Plan. Mr. Hicks noted various sections in the Zoning Ordinance and Sub Regulations and addressed each issue from the staff report. Chris Williams read the requirements for a Site Plan Review and a few of the 25 requirements from the Zoning Ordinance in response to the applicant’s statement. Chairman Turner then agreed to allow the MOP request to be presented so that a public hearing could be opened for all of the comments from the public before any decisions were made by the Planning Commission. F. SD 25.16 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. PPIN #: 14359 Mike Jeffries, Development Services Manager, presented the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. Mr. Jeffries shared the zoning map and aerial map. Staff recommends denial of SD 25.16 due to the non-compliant issues outlined in the staff report. December 1, 2025 Planning Commission Minutes Chairman Turner called for a break. The Planning Commission left the dais at 6:47pm and returned at 6:55pm. Chairman Turner opened the public hearing at 7:00pm. Mara Kozelsky, Fairhope Historic Preservation Commission, shared a history of the hardware store and that it was an historic site. The Fairhope Historic Preservation Commission urges approval and requests that an historic plaque be attached to the building. Rodney Pilot applauded the detail that the Planning Commission gets into and believes that this project gives people the chance to sit together and find a way to make this happen. Jeremiah Matthews, 221 Royal Lane, stated that he is looking to bring another restaurant to downtown. John Bethea, 5 N Church Street, is in favor of the project. Tardon Wells is in favor of the projects and believes there is a new generation of Fairhopers who need a new source of pride. Lisa White, 320 Fairhope Avenue, is in favor of the project and that the people being this project will do a great job. Cari Palesano, 621 N Mobile Street, is in favor of the project. The public hearing was closed at 7:11pm. Hollie MacKellar stated that Mr. Baker did a good job answering the questions about non-compliance and believes this is a good project for the City of Fairhope. Paul Fontenot stated that the city is performing a parking study now and the worse thing to do is to make downtown more suburban. Erik Cortinas stated that he likes the concept, but three types of businesses are planned for this site, which opens up questions due to intensity of use. In terms of traffic, regardless of the loading zone, trucks will still park in the middle of the road. Mr. Cortinas’s main concern is the number of people placed in a building in the busiest intersections in town along with the number of boarding house rooms and lack of storage. Chairman Turner loves the project and complimented Mr. Baker and Mr. Smith on the design. He is concerned with parking and impact on the city and would like to see a walk through of the details before it goes to City Council. Rebecca Bryant agrees with Mr. Cortinas’s points and is concerned with roof-top items blowing off the roof-top terrace. December 1, 2025 Planning Commission Minutes Jimmy Conyers stated that parking is his concern even though the boarding house meetings the parking requirements and that the traffic and loading zone issues have been addressed. He agrees that it is a beautiful plan but is not sure how the roof top terrace being only for residents can be enforced. Erik Cortinas asked the applicant if there was any interest in tabling these items to work with staff on the outstanding issues. Ryan Baker stated their interest in meeting with staff. Mike Jeffries stated staff has not reviewed the information Planning Commission received at the beginning of the meeting from the Applicant. Hollie MacKellar agrees with the Historic Preservation Commission recommendations. Larry Smith, S.E. Civil, addressed the gas meter based on comments from Public Works. Brad Hicks requested that SR 25.08 and SD 25.16 be tabled until January. Hunter Simmons stated that he will try to expedite a meeting with the applicant. Erik Cortinas made a motion to table of SR 25.08 until January. Rebecca Bryant seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Erik Cortinas made a motion to table SD 25.16 until January. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None G. SD 25.17 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, 68V Harvest Green West 2022, LLC, for Final Plat Approval of Harvest Green West, Phase 2, a 72-lot subdivision. The property is zoned PUD – Planned Unit Development. The property is approximately 41.65 acres and is located on the west side of State Highway 181 near The Waters Subdivision. PPIN #: 17737 Mike Jeffries, Development Services Manager, presented the request of the Applicant, SE Civil, LLC, on behalf of the Owner, 68V Harvest Green West 2022, LLC, for Final Plat Approval of Harvest Green West, Phase 2, a 72-lot subdivision. The property is zoned PUD – Planned Unit Development. The December 1, 2025 Planning Commission Minutes property is approximately 41.65 acres and is located on the west side of State Highway 181 near The Waters Subdivision. Mr. Jeffries shared the zoning map and aerial map. Staff recommends approval of SD 25.17. Chairman Turner opened the public hearing at 7:44pm. Having no one present to speak, the public hearing was closed at 7:44pm. John Worsham made a motion to approve SD 25.17. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None H. SD 25.19 Public hearing to consider the request of Dewberry, on behalf of the owners, James M and SM Scopolites, for preliminary plat approval of Dresden Woods, a 4-lot subdivision. The property is zoned R-1 – Low Density Single-Family Residential District. The property is approximately 4.62 acres and is located on the northeast corner of Bishop Road and Gayfer Road Extension. PPIN #: 43888 Michelle Melton-Null, City Planner, presented the request of the Dewberry, on behalf of the owners, James M and SM Scopolites, for preliminary plat approval of Dresden Woods, a 4-lot subdivision. The property is zoned R-1 – Low Density Single-Family Residential District. The property is approximately 4.62 acres and is located on the northeast corner of Bishop Road and Gayfer Road Extension. Ms. Melton-Null shared the zoning map and aerial map. Staff recommends approval of SD 25.19, with the following conditions: 1. Removal of all structures located on Lot 4 prior to final plat application. 2. Removal of overhead power lines on Lot 4 prior to final plat application. 3. Confirmation from Baldwin County of 75’ highway construction setback along Gayfer Road Extension. 4. Consent from Baldwin County to any work proposed in the ROWs. 5. A revised Greenspace plan shall be submitted showing accurate labeling and calculations for greenspace types and area being counted for greenspace to demonstrate compliance with Article V Section C Table 4-1 of the Subdivision Regulations. 6. Sidewalks be installed prior to application for final plat approval. 7. Addition of Common Areas to accommodate drainage and greenspace. Aaron Collins, Dewberry, unsure of the detention pond comment and of who the builders will be. Mr. Collins asked that the sidewalk condition to be addressed at Certificate of Occupancy. Chairman Turner is concerned with sidewalks if someone buys two lots and the other sidewalks are not finished for years. December 1, 2025 Planning Commission Minutes Chairman Turner opened the public hearing at 8:05pm. Having no one present to speak, the public hearing was closed at 8:05pm. Rebecca Bryant made a motion to approve SD 25.19 with staff recommendations. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None I. Resolution 2025-05 Public hearing to consider the request of the City of Fairhope’s Planning and Zoning Department to accept Resolution 2025-05 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 1847. Chairman Turner opened the public hearing at 8:11pm. Having no one present to speak, the public hearing was closed at 8:11pm. Jimmy Conyers made a motion to approve Resolution 2025-05. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Adjournment Erik Cortinas made a motion to adjourn. AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Hollie MacKellar; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Adjourned at 8:12pm. _______________________ ________________________ Lee Turner, Chairman Cindy Beaudreau, Secretary This digital package has been condensed for size and some documents may not contain all the original pages. All submittals were reviewed in full by staff in preparation for the reports prepared for the Planning Commission. Mike Jeffries January 5, 2026 rov( W VI IYYW 3 I.MYY XM - SAXE LN J Whfinda 5 =( FAIRHOPEAVEz (1 E Z MAGNOLIA AVE5 Az.-..__N. f( Y.I • : • - ( r FAIRHOPE • i' SAXE LN t 7 N W E S ! T__i A e h p l Ure 3 ____ B Road B-2 General Business District B-3b Tourist Resort Commercial P-1 Parking District SIABAW vOu oCity of Fairhope Planning Commission Ao A, SA ■SR 25.08 - Fairhope Boarding House CP0 r 9 Project Name: Fairhope Boarding House Site Data: 0.20 acres Project Type: Site plan approval of 5-unit multiple occupancy project Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 14359 General Location: Northeast intersection of Fairhope Avenue and Church Street Surveyor of Record: S.E. Civil, LLC Engineer of Record: S.E. Civil, LLC Owner/ Developer: FST SILDI, LLC School District:____________________ Fairhope Elementary School Recommendation: Approved w/ Conditions Prepared by: Dr : Ss S E C T I O N S T S C H U R C H S T , F- u p a p r * * IS S U M M I T S T A W O - N S E C T I O N S T . m —u - a ■ ■ O L t } * 1 । a[1r I -i S C H U R C H S T I i N C H U R C H S T or l 1 4 1 SR 25.08 – Fairhope Boarding House January 5, 2026 Page 1 of 8 SUMMARY OF REQUEST Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B -2 – General Business District. The property is located at 301 Fairhope Avenue. SITE HISTORY In September the Planning Commission approved a 6-unit MOP for the subject site (SD 19.36) to allow renovation of the existing 2-story building with four (4) commercial/retail units on the bottom floor and 1-2 office units on the second floor . The building that existed has since been demolished rendering the 2019 approval null and void. This application was previously heard at the December 1, 2025, Planning Commission meeting. Following discussion with the Commission the Applicant requested the application be tabled to allow additional time to address Commission and Staff concerns. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. A Multiple Occupancy Project application (SD 25.16) has also been submitted and is under review. The proposed building will contain a 26- room boarding house with a rooftop terrace that will have a live-in onsite manager/owner, a Med-Spa, and restaurant. It’s important to note that the Med-Spa is a Use on Appeal which requires approval by the Board of Adjustments. Setbacks - COMPLIANT The subject property is located in the Central Business District (CBD). Buildings - COMPLIANT Article V, Section B(4)(c) of the Zoning Ordinance states that within the CBD “Building heights for all structures shall not exceed 40 feet or 3 stories”. The proposed building height for the three -story structure does not exceed the aforementioned limitations. A rooftop terrace per the Zoning Ordinance has additional allowances that are currently being met for height. See Article V, Section B(3)(a). Any substantial changes or alteration from the proposed Site Plan will require additional approvals from the Planning Commission and City Council. The Applicant included the following explanation regarding the rooftop terrace: “The rooftop terrace is designed per the zoning ordinance requirements. The structure, that is able to be both open and enclosed, complies with the maximum of 25% of the rooftop area. And the stairs and elevators comply with the maximum of 7.5% of the rooftop area. The rooftop terrace is designed with the intention to serve meals and drinks (bar) for boarding house customers and guests. The northwestern rooftop area is identified as rooftop terrace space. This will be seasonally used as an open air extension of the restaurant/ bar structure. SR 25.08 – Fairhope Boarding House January 5, 2026 Page 2 of 8 The southern portion of the open rooftop has been identified as an area reserved for temporary use, which may include the installation of a temporary structure for special events. The anchorage of a temporary structure will be part of the final structural design. The remainder of the rooftop area is reserved for mechanical equipment. Of course the owners reserve all rights available to them under the zoning ordinance. The total occupant load of the rooftop terrace shall be no more than 300 people for any use.” Tree & Landscaping - N/A The site does not have any required landscaping. Parking - COMPLIANT The CBD requires parking for residential units. One parking space is provided for the live-in onsite manager/owner in a garage accessed from the Art’s Alley through the loading zone. Connectivity - COMPLIANT A new 8’ sidewalk is proposed along the entire property line adjacent to Church St. The existing sidewalk along Fairhope Ave is compliant and will remain. Drainage - COMPLIANT Drainage is designed to collect water in roof drains and connect directly into the underground storm water system. Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. Mechanical Equipment - COMPLIANT All mechanical equipment is not shown. Applicant is aware that 40’ is the height limit for all structures including mechanical equipment. The Architect shall verify at time of permitting the height of all mechanical equipment. Dumpster - COMPLIANT The Site Plan illustrates a dumpster under the building with a roll up door accessed from the Art’s Alley through the loading zone and will be private. 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 Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. The utilities are located on the north side of the property. Electric service will require upgrades at the owner/developer’s expense, with aid-to-construction costs determined upon review of final drawings. A 10’ x 8’ transformer pad has been shown with protective bollards. Water and sewer connections will be subject to all applicable tap fees and system developm ent charges (SDCs), and any SR 25.08 – Fairhope Boarding House January 5, 2026 Page 3 of 8 required infrastructure improvements will be the developer’s responsibility. Meter boxes will be traffic rated. A grease trap with traffic rated lid is provided for in the loading zone. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A Traffic Letter was submitted with the application and is attached to this packet. As proposed the three (3) uses are estimated to generate 451 daily trips and 46 PM peak hour trips. As such, no further traffic study was conducted. Staff consulted with the Engineer of Record, and he confirmed the analysis was ran multiple ways and each method resulted in less than 1,000 daily trips and less than 50 peak trips. Lot Access - COMPLIANT The site has garage parking and loading accessed from the Art’s Alley and pedestrian access from Fairhope Ave. and Church St. Comprehensive Plan - COMPLIANT The proposed project is not contrary to the current Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT Staff has concerns with the different services required to provide for the proposed uses and the space and the intensity of the cumulative effect. Housekeeping closets have been added to the 2nd and 3rd floor as well as bathrooms converted to storage space on the roof top terrace. Benefits to the Community - COMPLIANT The proposed project will replace a previously dilapidated building. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan Review requests. Recommendation: Staff recommends Approval of SR 25.08 – Fairhope Boarding House Site Plan with the following conditions: 1. Approval of the associated Multiple Occupancy Project case SD 25.16 by the Fairhope City Council; and 2. Revision of the utility plans to reflect the minimum 78” x 75” transformer pad. EXHIBITS SR 25.08 – Fairhope Boarding House January 5, 2026 Page 4 of 8 Proposed Site Plan 4 DU MPSTER STORAGE _ AREA MODRANEXL#*T*ARCHWAY 1 CONCRETE PAVING. II 1 I m-TIE TO EXISTING CONCRETE RAMP W/ NEW CONCRETE PAVING T RIBBON CURB D BANE& BARREL DECK INSTALL 1 PARKING SPACE LOCATED INSIDE OF THE BUILDING BUILDING UNDER ROOF 7,912 SF 8‘A 0) b STAIRS 0, CONSTRUCTION STOP BAR PEDES TRIAN W? Ill NTRACTOR TO VERIFY XACT LIMITS PRIOR TO PPROAMATE CANOPY LIMITS OF EX. TREES. — 41 CONCRETE SIDEWALK TO BE REPLACED AFTER CONSTRUCTION. SIDEWALK TO BE INSTALLED UP TO BUILDING P SPACED AT 4'OC. A 7 INSTALL PIPE BOLLARDS TO PROTECT GAS METER. SEE DETAIL INSTALL PIPE BOLLARDS SEE DETAIL ELECTRICAL TRANSFORMER AREA. 67-W x 65"L UFWILL STAGE concReT I METAL OVERHANGOVERHANGOVERHANGOVERHANG I BUILD ING 10''10"1ff 1ff I ®—1T¥T BRICK PAVERS 20' INSTALL STRIPED LOADING ZONE WITH " LOADING ZONE NO PARKING' LEGEND. PAINTED STRIPING SHALL BE 5" AT 45* CO N C R E T 1f f ON V H H 3 A O 1 3 — - — r v a a i O . v OV E R H A N G OV E R H A N G O V E R H A N G 10 " - 1 0 ’ - - 0 L 10 [ O V E R H A N G B‘ R I B B O N ST A I R S m— r ] NO R T H CH U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y PA R A L L E L PA R K I N G 1 OV E R H A N G \ W a n V w .C O N C R E T E SI D E W A L K IIr L BR I K AS F I EXHIBITS SR 25.08 – Fairhope Boarding House January 5, 2026 Page 5 of 8 Proposed 1st Floor | L ] lI ! ( I 1 L TO Fi r s t F l o o r H a n IF WA L C O T T AD A M S i i uj a m o m n u n Wa i n . * h i EV i N B - d O V R N I I N I I I | i I I i■ i I ■Ii 1 I r 5 JP § rL a k l y Ek u k r L d y 1: 3 ] T Eq i p — > d — ITL T 1E | i — = L u r_ _ - • % \ C ss h e C Ou r a D T T E N A N T L E A S E S P A C E 2 (P o t m t i a l R o t a u m m t o r R a a l I I I T am g 5 6 il EE l - — 1 E N A N T L E A S E S P A C E I (P o n a l P r o f a s i o r a l O f f i c e o R a a l l ) *d a b M m F u s j — A 1 . 1 X F airhope, Alabam 4 A New Development Fairhope Boarding House mi EXHIBITS SR 25.08 – Fairhope Boarding House January 5, 2026 Page 6 of 8 Proposed 2nd Floor 1(u 3 sL3|d 4L® LpiI7-JIT L]" at —— II|4 E IAi___ LhJ E le wiH— I ns ( 2" O Es REE aO ErglLHeMr' E IlmmmI5iru O Ie E?13-5 00 — 1O Is n7 Ee5;1 1o _ Set [Eg]]LiUEi [-cOX L • [][AE5=LL. E)13-5 s* 1 551 | h BISJ El f X - 05Ei OR [oa o JGo E- ..1 -l |El lalelI2-1"I7-!"12—4" 1J.?■jilti- §01 Ej 4(7]I illn& I I-i1 i Ler._J a 7 A + iI I i. r< Li 5 t 7TSi o Tg- O0 -i—I iI i e’l i^i ।__ । ?.l ri hi e] 1 E; - © • _ In a Ij 1 jik Ee B5 | 35 1 I i ! &-Li 21 .4 New Development Fairhope Boarding House Fairhope, Alshama I [[[is 38 t — N ? ill T ■ Ir -E E I w l 2 di i i Tl a l l 0 — © L i . Q HE h lh e ii ® i DI n == - Ir d II .1 . J - IT I 12 I " C Bp s __ _ § L — 12 3 1 JN i T T Li FE E F El i == = ] ] — oo r P l a n I M* I I J a l I-- - - - - - - 1 L_ J D i Se c o n d F l in " - i t o " -- - - - L i [a l A h. w u v / 7 ( 11 T W I I - l6 so C u s a t o a a M 1 M M T HT T I H I N J H A WA L C O T T AD A M S aw w - u o t uh s D O d G U O S s EXHIBITS SR 25.08 – Fairhope Boarding House January 5, 2026 Page 7 of 8 Proposed 3rd Floor i[iJ! 3 a i■ Ls Hi rf s 8 A New Development Fairhope Boarding House Fairhope, Alabama T © i ( S is ! /N d [u - I -i l 5 # II + La vB d L 1 I 1 I I - IF -H w Ik n t i A l e « M a i c a 5 i . n I O[ Wi r I 4 T iL I L I or I_ I LL i O Q ii f i ml I wT LE L 1 I Q le e r Ma p i B B —I T . I r □l == =i l Gw a t k n C dp a s + 1 4 ] A “ f -2 — • i V rn i i I” " ] HO M C T C T SE 4 1I I o I. F T L 5 4 0 T3 to 1 [' • T .r l p | m 1$ Da i r II I E4 L. . ’ L _ r 46 Q f © LU L L © li . (0 ! Cl U IP a =l A -1.1 -f i t I I -! ! to I L 1 1 i L [n s - (P i i ! [ Ti l 1 5 Ei * H a , C I J El D T L I Th i r d F l o o r P a h sd i . I e w s “N il N. . W a . . . s t R o o m s S a B e D e An d C o n s t r u c t e d T o P r o v i d e S T C 6 0 O r G a t e r T J 1 J + 11 | E. ! [i F r © : f l o] — I— I _ : — < I I qe g O AL E M E [w : |L I | dl . —I i an s o o c s u o s i WA L C O T T AD A M S ME R N E E E EXHIBITS SR 25.08 – Fairhope Boarding House January 5, 2026 Page 8 of 8 Proposed Rooftop Terrace VI R N E L I I I 1 1 MC I T E C w e r e * * • * WA L C O T T AD A M S so m m a s n Ia t n . * h s z EF I M - L A1 . 4 I ke e p T e r n o H m Ro e f e p Z o n i n g I n f o r m a t i o n : 1 c e P l a n Al e r l i k < • M d z e t M i - Al - a l i s t r I - H e e r t E ! = X €2 I6 B A w a l C o v w e d A s e - Au = i D r u m H l e m e AR s = !" 4 Ro o f t o p T e r r a 7S 3 d I. W J m to u Fairhope, Alabama i*a IL Q n n s□jE E —EFB !5 EI . 3 El I M-ir i 2 J 3 I a E s .4 New Development Fairhope Boarding House | si 61 n □ < < v y 0 5400 _tit. :-te. :Fte. .:Ht5 .nrt5 .rit;. -t";. :-te. of FA/ LABAM APPLICATION FOR SITE PLAN APPROVAL Date of Application: 8/19/2025 Property Owner / Leaseholder Information Phone Number: 251-209-0074Name of Property Owner: FST SILDI, LLC Zip: 36532AL Fairhope Boarding House Parcel No:05-46-03-37-0-601-002.512 Authorized Agent Information Name of Authorized Agent: SE Civil, LLC Phone Number: 251-990-6566 Address:9969 Windmill Road Zip: 36532State: AL Larry Smith, PE Engineer/Architect Information Phone Number: 251-990-6566 Zip: 36532State: AL Larry Smith, PE — Signature Name of Firm: SE Civil, LLC Address: 9969 Windmill Road Application Type: Attachments: City: Fairhope Contact Person: City: Fairhope Contact Person: Sq. Footage: Current Zoning: Proposed Site Plan Name: Site Acreage: 0.20 AC. Address of Property Owner: City: Fairhope "O m X Site Plan X Articles of Incorporation or List all associated investors 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. • ' Si ta Fairhope Single Tax Corp. (If Applicable) Leurar, Presa 8,025 B-2 CBD 857 Sea Cliff Drive State: 6 Ol Property Owner / Leaseholder Printed Name _B/is_______ Date Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A OPERATING AGREEMENT OF SILDI L.L.C. AN ALABAMA LIMITED LIABILITY COMPANY ARTICLE 1 - FORMATION AND PURPOSE 1,1 Formation. The Members have formed a Limited Liability Company named SILDI L.L.C. (the Company") under the provisions of the Alabama Limited Liability Company Act, as amendedII (the "Act"). ARTICLE II - PRINCIPAL PLACE OF BUSINESS ARTICLE 111 - MEMBERS AND CAPITAL CONTRIBUTIONS ARTICLE IV - PROFITS, LOSSES, AND DISTRIBUTIONS 3.1 Members. The names and addresses of the Members, and their initial capital contributions to the Company, are listed on Exhibit A attached hereto. 3.2 Additional Contributions, No Member shall be required to make any additional capital contributions to the Company unless agreed upon unanimously by the Members. 4.1 Profits and Losses. The profits and losses of the Company shall be allocated among the Members in proportion to their respective percentage interests in the Company, as set forth on Exhibit A. 1.2 Purpose. The purpose of the Company is to engage in any lawful act or activity for which limited liability companies may be organized under the Act, including, without limitation, the acquisition, development, construction, renovation, leasing, and management of real estate properties, THIS OPERATING AGREEMENT (the "Agreement"! is entered into as of April 6th, 2023 by and among the Members listed on Exhibit A attached hereto. 2.1 Principal Place of Business. The principal place of business of the Company shall be located at 16321 Scenic Hwy 98 Fairhope, Al 36532 or at such other place as the Members may determine from time to time. Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A ARTICLE V - MANAGEMENT ARTICLE VI - DISSOLUTION AND LIQUIDATION ARTICLE VII - MISCELLANEOUS ARTICLE VIII - BUYOUT OF MEMBER 8.1 Buyout Rights. In the event any Member (the "Defaulting Member1’) is unable to make timely payments on any debts owed by the Company, any other Member (the "Non-Defaulting Member") shall have the right, but not the obligation, to buyout the Defaulting Member's interest in the Company, subject to the terms and conditions set forth in this Article VIII, 4.2 Distributions. Distributions of cash or other assets shall be made to the Members in proportion to their respective percentage interests in the Company, as set forth on Exhibit A, at such times and in such amounts as the Members may determine. 8.2 Buyout Price. The buyout price for the Defaulting Member’s interest in the Company shall be equal to the original cost of purchase of any assets attributable to the Defaulting Member’s interest in the Company, as determined in good faith by the Non-Defaulting Member. 6.2 Liquidation. Upon dissolution of the Company, the assets of the Company shall be liquidated, the liabilities and obligations of the Company shall be paid and discharged, and the remaining proceeds shall be distributed to the Members in proportion to their respective percentage interests in the Company, as set forth on Exhibit A. 5.2 Voting. Each Member shall have one vote for each percentage interest owned by such Member in the Company, as set forth on Exhibit A. Decisions requiring a vote of the Members shall be decided by a majority vote of the Members, unless otherwise required by the Act or this Agreement. 5.1 Management by Members. The management of the Company shall be vested in the Members, who shall have the right to participate in the management and control of the Company's affairs. 6.1 Dissolution, The Company shall be dissolved upon the occurrence of any of the following events: (a) the unanimous written consent of the Members; (b) the sale or disposition of all or substantially all of the Company’s assets; or (c) any other event causing dissolution under the Act. 7.1 Amendments. This Agreement may be amended or modified only by the written consent of all Members. Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A EXHIBIT A MEMBERSAND PERCENTAGE INTERESTS A-----DocuSigned by: 7J/ 8.5 Transfer of interest. Upon receipt of the buyout price by the Defaulting Member, the Defaulting Member shall transfer, assign, and convey all of their right. title, and interest in and to the Company to the Non-Defaulting Member, and the Defaulting Member shall cease to be a member of the Company. 8.6 Amendment of Operating Agreement and Exhibit A. Following the completion of the buyout transaction, this Agreement and Exhibit A shall be amended to reflect the change in the membership Interests and the allocation of profits, losses, and distributions accordingly MD Aesthetics of Mobile Bay L.L.C. Address; 106 Bancroft Street, Suite 101, Fairhope, AL 36532 Percentage interest: 50% 8.4 Payment Terms. The buyout price shall be paid by the Non-Defaulting Member to the Defaulting Member in cash or other immediately available funds on the closing date specified in the Buyout Notice, or as otherwise agreed upon by the Defaulting Member and the Non- Defaulting Member in writing. Mary Wells for MD Aesthetics of Mobile Bay LLC. 8.3 Notice of Buyout. If the Non-Defaulting Member elects to exercise the buyout right under this Article VIII, the Non-Defaulting Member shall provide written notice (the "Buyout Notice") to the Defaulting Member, specifying the buyout price and the proposed closing date for the buyout transaction, which shall be no less than thirty (30) days from the date of the Buyout Notice Tamala Prickett for Fairhope Development L.LC. Fairhope Development L.L.C Address: PO Sox 1424, Orange Beach, AL 36561 Percentage interest: 50% Mar Qulap (Uells —OASD5225B2F*F8...---------------— Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A 81925 35PM +163 unread - dansellstfrguin 3 ahoo -onm - Yabo Matt STATE OF ALABAMA COUNTY OF BALDWIN ) ARTICLES OF ORGANIZATION SILDI L.L.C. nttps mall yalon ermm l' search keyword=silll 2520anzleszfolders= 2 messages 41031 IANATRVEMt/it -Pwinmib-jL 2 1 =e=y mkreason=myd Li Pursuant to the Provisions of 10-12-10, et. seq„ of the Code of Alabama (1975). the undersigned hereby adopt the following Limited Liability Company .Articles of Organization. ) Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A OPERATING AGREEMENT OF SILDI L.L.C. AN ALABAMA LIMITED LIABILITY COMPANY ARTICLE 1 - FORMATION AND PURPOSE ARTICLE II - PRINCIPAL PLACE OF BUSINESS ARTICLE III - MEMBERS AND CAPITAL CONTRIBUTIONS ARTICLE IV - PROFITS, LOSSES, AND DISTRIBUTIONS 3.1 Members. The names and addresses of the Members, and their initial capital contributions to the Company, are listed on Exhibit A attached hereto. 4.1 Profits and Losses. The profits and losses of the Company shall be allocated among the Members in proportion to their respective percentage interests in the Company, as set forth on Exhibit A. 1.2 Purpose. The purpose of the Company is to engage in any lawful act or activity for which limited liability companies may be organized under the Act, including, without limitation, the acquisition, development, construction, renovation, leasing, and management of real estate properties. 3.2 Additional Contributions. No Member shall be required to make any additional capital contributions to the Company unless agreed upon unanimously by the Members. THIS OPERATING AGREEMENT (the "Agreement”) is entered into as of April 6th, 2023 by and among the Members listed on Exhibit A attached hereto. 2.1 Principal Place of Business. The principal place of business of the Company shall be located at 16321 Scenic Hwy 98 Fairhope, Al 36532 or at such other place as the Members may determine from time to time. 1.1 Formation. The Members have formed a Limited Liability Company named SILDI L.L.C, (the “Company") under the provisions of the Alabama Limited Liability Company Act, as amended (the "Act"). Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A ARTICLE V - MANAGEMENT ARTICLE VI - DISSOLUTION AND LIQUIDATION ARTICLE VII - MISCELLANEOUS ARTICLE VIII - BUYOUTQF MEMBER 8.1 Buyout Rights. In the event any Member (the "Defaulting Member’) is unable to make timely payments on any debts owed by the Company, any other Member (the "Nan-Defaulting Member") shall have the right, but not the obligation, to buy out the Defaulting Member's interest in the Company, subject to the terms and conditions set forth in this Article VIII: 8.2 Buyout Price. The buyout price for the Defaulting Member's interest in the Company shall be equal to the original cost of purchase of any assets attributable to the Defaulting Member's interest in the Company, as determined in good faith by the Non-Defaulting Member. 4.2 Distributions. Distributions ofcash or other assets shall be made to the Members in proportion to their respective percentage interests in the Company, asset forth on Exhibit A, at such times and fn such amounts as the Members may determine. 6.2 Liquidation. Upon dissolution of the Company, the assets of the Company shall be liquidated, rhe liabilities and obligations of the Company shall be paid and discharged, and the remaining proceeds shall be distributed to the Members in proportion to their respective percentage interests in the Company, as set forth on Exhibit A. 7.1 Amendments. This Agreement may be amended or modified only by the written consent of all Members. 6.1 Dissolution. The Company shall be dissolved upon the occurrence of any of the following events; (a) the unanimous written consent of the Members; (b) the sale or disposition of all or substantially ail of the Company's assets; or (c) any other event causing dissolution under the Act. 5.1 Management by Members. The management of the Company shall be vested in the Members, who shall have the right to participate in the management and control of the Company's affairs. 5.2 Voting. Each Member shall have one vote for each percentage interest owned by such Member in the Company, as set forth on Exhibit A. Decisions requiring a vote of the Members shall be decided by a majority vote of the Members, unless otherwise required by the Act or this Agreement. Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A EXHIBIT A MEMBERS AND PERCENTAGE INTERESTS DocuSigned by:gned by: Qunlap 25B2FA4F8.. Ms 0A5D5225B2FA4F8... 1//X a la Prickett forickettTama Fairhope Development L.L.C. 8.4 Payment Terms. The buyout price shall be paid by the Non-Defaulting Member to the Defaulting Member in cash or other immediately available funds on the closing date specified in the Buyout Notice, or as otherwise agreed upon by the Defaulting Member and the Non- Defaulting Member in writing. 8.3 Notice of Buyout. If the Non-Defaulting Member elects to exercise the buyout right under this Article VIII, the Non-Defaulting Member shall provide written notice (the "Buyout Notice") to the Defaulting Member, specifying the buyout price and the proposed closing date for the buyout transaction, which shall be no less than thirty (30) days from the date of the Buyout Notice. 8.6 Amendment of Operating Agreement and Exhibit A. Following the. completion of the buyout transaction, this Agreement and Exhibit A shall be amended to reflect the change in the membership interests and the allocation of profits, losses, and distributions accordingly. MD Aesthetics of Mobile Bay L.L.C. Address: 106 Bancroft Street, Suite 101, Fairhope, AL 365 32 Percentage interest; 50% Mary Wells for MD Aesthetics of Mobile Bay L.L.C. 8.5 Transfer of Interest. Upon receipt of the buyout price by the Defaulting Member, the Defaulting Member shall transfer, assign, and convey all of their right, title, and interest in and to the Company to the Non-Defaulting Member. and the Defaulting Member shall cease to be a member of the Company. Fairhope Development L.L.C. Address: PO Box 1424, Orange Beach, AL 36561 Percentage Interest: 50% PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVER GRADING & DRAINAGE PLAN for CONTACTS C03 C04 UTILITY PLAN GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CONSTRUCTION DETAILSC05 R Know what's below. before you dig.Call EROSION & SEDIMENT CONTROL PLAN LEGAL DESCRIPTION ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering & Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer December 10th, 2025 Name of Project to which this Certificate Applies: Fairhope Boarding House Plans which are certified consist of Pages Cover Sheet thru Sheet C06. VICINITY MAP N.T.S. SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 D01 DEMOLITION, TREE PROTECTION, & PEDESTRIAN ACCESS PLAN Fairhope Boarding House 301 Fairhope Avenue Fairhope, AL 36532 BOUNDARY & TOPOGRAPHIC SURVEY REVISIONS: NO.REVISIONDATE APPR. REVISIONS 0 INITIAL CITY OF FAIRHOPE SUBMITTAL8/26/2025 TLS SITE PLANC01 CONSTRUCTION DETAILSC06 THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISC, BOOK 1, PAGES 320-21, AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25, PAGE 6, PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) 1 REVISED CITY OF FAIRHOPE SUBMITTAL9/23/2025 TLS 2 CITY OF FAIRHOPE RE-SUBMITTAL10/16/2025 TLS 3 CITY OF FAIRHOPE RE-SUBMITTAL11/20/2025 TLS 4 CITY OF FAIRHOPE RE-SUBMITTAL12/10/2025 TLS (Ill’III///XABAMO.WA WeENe,SCENS6 No. 26348 s%SiNtcSLARK"fT 5 - FAIRHOPE 13 0 — 1 30 i - -1 A X 46.HTT8 LStNIC fl982 N /1321 +i4 0 44 X—VY Good Samaritan 28 CAD ‘airhope School ALT 98 Magnolia Beach UNIVERSITY OF SOUTH ALABAMA BALDWIN COUNTY C G ' 0 ql —VFW #5660 % Twin Beach / As0 <I GULF COAST ) EXPERIMENT STATION AUBURN UNIVERSITY POP 15,436 Fairhope Church — — 10. _OUT0 — , '-4o=*- PROFESSIONAL s*£o ) 1 148 Era Church v N 0 5 10 20 10 SCALE 0 SURVEYOR'S NOTES: FLOOD STATEMENT: OWNER INFORMATION: ZONING INFORMATION: Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR SHEET FILE PROJECT SCALE DED 20251552 1" = 10' CHKD.JDG DRAWN JAF (CA-1167) PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY 1 OF 1 WALCOTT, ADAMS, AND VERNEUILLE ARCHITECTURE GR I D N O R T H FAIRHOPE BOARDING HOUSE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE: LEGEND: FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY (8,759 Square Feet) 0.20 Acres -Wt” -------------------- “ ----------- W S89°50‘17”E 70.07’ (R) EAST^WEST 70.00' (R) EAST^WEST 70.00' N8950‘17”W 70.07’ TWO STORY BLOCK BUILDING CONCRETE PAD - F------ r------- ro------Fo-----KI-*==========» ©Q BUILDING OVERHANG :-------2CACEIE! ow 24"x24” GRATE INLET RIM: 115.31 (NO INV) = 2. 5. 6. PIN: 14359 THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. g NONEREAR SIDE = NONE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. * (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) 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 CURRENT CITY OF FAIRHOPE ZONING: GENERAL BUSINESS DISTRICT (B-2) *PROPERTY IS LOCATED IN THE CENTRAL BUSINESS DISTRICT* THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISC, BOOK 1, PAGES 320-21. AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25. PAGE 6. PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. PROPERTY LIES IN FLOOD ZONE "x" (UNSHADED), AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0644M, COMMUNITY NUMBERS 015000 AND 010006, PANEL 0644, SUFFIX "M", MAP REVISED DATE APRIL 19, 2019. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. SURVEY WAS CONDUCTED IN MAY 2025, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE NORTH AMERICAN DATUM OF 1983 (NAD83) USING GPS OBSERVATIONS. ELEVATIONS BASED UPON VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES SURVEY CONDUCTED USING INSTRUMENT NUMBER 2061500 AND DIVISION ONE OF THE LANDS OF FAIRHOPE SINGLE TAX CORPORATION, MISCELLANEOUS BOOK 1, PAGES 320-321, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. 3. 4. PARCEL NUMBERS: 05-46-03-37-0-601-002.512 OWNER: FST SILDI LLC 857 SEA CLIFF DR FAIRHOPE, AL 36532 S.E.CIVIL, LLC DAVID E. DIEHL __07-2) DATE AL P.LS. NO. 26014 FRONT“=20 FEET • = 1/2” CAPPED REBAR SET @ A (SE CIVIL CA-1167) UNLESS OTHERWISE NOTED HEREON = RAILROAD SPIKE SET = "x” IN BRICK FOUND (R) = RECORD BEARING/DISTANCE RC f REINFORCED CONCRETE PIPE HCS = HANDI-CAP PARKINS SIGN INV = INVERT X BRICK PAVERS r GAS CONC RETE PAD GRE ASE TR AP ORn3.51 INV BRICK PAVERS n In - - - IlII ® I I O I l i I a © 2 I ■0 . 2 ' d II 7 Cm I i 0 | I c g29 ( I ® s- - - - - - - - - - I s ® $$ n n- - - - - - - n - - - - - - - - A •H r I n / s—T " n w- - - - - - W —f t " w- - - - - - - W - - - - - - - - ST O P B A R | 1 0S ® 7 1 3 3 • ( (R ) N O R T H 12 5 . 0 0 ’ ■0 . 1 ’ SO U T H 12 5 . 0 0 ’ N0 0 - 0 6 ’ 2 1 " E ® SI D E O F B U I L D I N G I S O N P R O P E R T Y L I N E PE D E S T R I A N W A L K - == = = = l —- I H ) - = F o ™ - ‘ = FO FO - - - - - F O - - - - - - F O - - - - - F O - - - - - - I f O ® 22 g 4 © SA S — o s __ _ _ _ _ ca s // . 8 1 8~ R I B B O N C U R B | 8" R I B B O N C U R B 7 36 " X 2 3 " R C P __ I I iz i i Po r o 8 I sv o - G A S GA S - - - - - - - - G A S - - - - - - - - - G A S - 1a 5 '- - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - - G A S - - - - - - - - - G A s - - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S i - G A S - - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - - G A S . -- - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - - G A S - - - - - - - - - G A S - Sv 9 GA S - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S • GA S - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - G A S - - - - - - - - - - G A S I I .X 8 I —m SS - - - - - - - - S -- - - - - s s - - - - - - - s s - - - - - - s s - - - - - - - s s - - - - - - - s s - - - - - - s s - - - - - - - S S I ; _ _ _ s s _ _ _ s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - S S - - - - S S -- - - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - s s - - - - - S S -- - - - - s s - - - - - s s - - - - - S S - - - - S S ss - - - - - s s - - - - - s s - - - - - S S ss - - - - - s s - - 4, - % 22 22 &2 r C 1— w J — W J — W J — W J — w J — W J — W J — W J — W J — W J — W J — W J — W J — v R— -F M — F M — F M — F M — F M — F M - 1" 1— F M — F M — F M — F M — f -F M — F M — F M — F M — F M — F M — F M — F M — F M — F M — F M — F M — F M — F M — F M - -F M — F M — F M — F M — F M — F M — F M — 90 W- - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - W - - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W W- - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - - W - - - - - - - - - - W - - - - - - - - - - - W - - - - - - - - - - W W- - - - - - - - - W - - - - - - - - - W - - - - - - - - - - - W - - - - - - - - - - W ■ r a \ \ 4 1 8 9 I 5 ' L i 0 I DI § Y © > I © 0o E PE D E S T R I A N W A L K I 3 fa if I i 8C I ST O P B A R I 2 2 . 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J ‘ — 1 8 2 & • = o yn az o s u l 3 I 1 ! -n h — r u — r u — F u — F u — F u — F u — F u — F M — F u — F u — F M — F u — F M — F u — F u — F M — F u — F u — F M — F u — r u — F u — r u — ™ M — r u — r u — r — r u — r u — r u — r M — r M — r u — r u — r 3I3 | I a T& g 3 (R ) N O R T H S O U T H SO O ‘ 0 6 ‘ 2 1 ” W 1 2 5 . 0 0 ’ g 22 s mm o 16 12 5 . 0 0 ’ & C 2 9 A A C $ II I I I I I I II I I I I I Il I I I I I I I I I I I 2 O D 8 —Y a Q 2 • 2 2 Qu A A 00 s S 31 9 65 s 2 11 1 l i l ■ I • » I 8 IT I I T O 6 , o x , 00 2 H E 2 8 0 0 0 0 0 8 ■ s < 8 — a6 e XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BUILDING OVERHANG 1 TP TP TP TP X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TP TP COVERED WALKWAY INSTALL ADA COMPLIANT WOODEN RAMP TO GET FROM SIDEWALK DOWN TO PAVEMENT ELEVATION INSTALL PEDESTRIAN DETOUR SIGN INSTALL CONSTRUCTION FENCING INSTALL TREE PROTECTION FENCING INSTALL TREE PROTECTION FENCING INSTALL "SIDEWALK CLOSED" SIGNAGE ~C O N S T R U C T I O N A C C E S S / W O R K Z O N E ~ INSTALL CONSTRUCTION FENCING INSTALL COVERED WALKWAY ~C O N S T R U C T I O N A C C E S S / W O R K Z O N E ~ NOTES: 1. CONSTRUCTION ACCESS IS NOT ALLOWED/PERMITTED FAIRHOPE AVENUE. 2. WORKERS SHALL NOT BE PERMITTED TO PARK ON FAIRHOPE AVENUE. BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 400 5 10 20 10 SCALE SHEET D01 20251552 TLS DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N , T R E E P R O T E C T I O N & PE D E S T R I A N A C C E S S P L A N DEMOLITION NOTES DEMOLITION LEGEND REMOVAL - STRUCTURE ASPHALT SAWCUT REMOVE STRUCTURE, DISCONNECT UTILITY SERVICES PRIOR TO DEMOLITION1 DEMOLITION SYMBOLS INSTALL PEDESTRIAN PROTECTION MEASURES AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS- CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND 1. 2. 3. 4. 5. CARDBOARD. 6. SCALE: NTS TREE BARRICADE TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRIP LINE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE. STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREE PROTECTION AREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. NOTE: Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 WW W l ‘ V ‘ ‘ ‘ I ) / , , Ya d l ’ s ’ sa l l a o ,7 C- / 0 / — . .. s s t / 0 1 / 2 1 S C o \N 7. 1 / ) 7 1 t \ R MI \ I o I I __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P @ —— 7 — 2 I \I I r ( : 0 2 s 9: Po 2C 35 y © -82w I .O . s © - F © I 3N 1 ] 4 1 3 3 . J O 3 0 ; II I I I I I ■ I I I P I © HH H H H H H H H 1 T— y « I \ .1 - - \ I - © n - == 4X I —- F — XX 0e - • © 11 1 1 1 1 1 1 / / | II.1 IJ I II L | 1111 II +II IIIIILIII ( ) 3 3 11I| B e I T+ Ij ii। r— 8” — \ V\ \ ‘ । I —k 111111 11 11 I II 11 11 111+ 11 N — — VV\ \ \ \ \ I I 111 I \ | r 7 N H U 1111 I' I I I \\ - I —+ I I I IG ' TI i 2 8s . T T I 7— -- - - - - - \ — 7 -- - - - -__ %S M 0 0 8 Pw y a v n s // / ‘ I C Y Pe a8 l o5 5 • I II XXXXXXXXXX X X X X X X X X XXXXXXX 9" 10" 10" 8" 8" AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS LOADING ZONE NO PARKING 4' 10 ' 4' 10 ' 10 ' 4' 10 ' 4' 10 ' 4' 10 ' 4' 10'10'10'10'10' 4'4'4' 8' 8' 8' EXISTING BRICK PAVERS TO REMAIN CONCRETE PAVING. SEE DETAIL ELECTRICAL TRANSFORMER AREA. 67"W x 65"L INSTALL PIPE BOLLARDS. SEE DETAIL CONCRETE SIDEWALK TO BE REPLACED AFTER CONSTRUCTION. SIDEWALK TO BE INSTALLED UP TO BUILDING OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G INSTALL STRIPED LOADING ZONE WITH " LOADING ZONE NO PARKING" LEGEND. PAINTED STRIPING SHALL BE 5" AT 45° SPACED AT 4' OC. APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION INSTALL PIPE BOLLARDS TO PROTECT GAS METER. SEE DETAIL TIE TO EXISTING CONCRETE RAMP W/ NEW CONCRETE PAVING BUILDING UNDER ROOF 7,912 SF DUMPSTER STORAGE AREA INSTALL 1 PARKING SPACE LOCATED INSIDE OF THE BUILDING 55' 12 ' SHEET C01 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call SI T E P L A N PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER MEDIUM DUTY ASPHALT PAVING ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB RIBBON CURB PARKING DATA TOTAL REQUIRED (1 SPACE/DWELLING UNIT) = PARKING REQUIREMENT SPACES 1 BUILDING (UNDER ROOF) SITE ANALYSIS 7,912 SF SITE ACREAGE (PROPOSED) ±0.20 AC (8,758.64 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 0 FT 0 FT 0 FT 40' BUILDING HEIGHT 40 FT* PROVIDED PARKING 1 SPACES REQUIRED PARKING 1 SPACE MAX. GROUND COVERAGE RATIO: N/A JURISDICTION C.O. FAIRHOPE PERVIOUS AREA 0 AC (0%) IMPERVIOUS AREA 0.20 AC (100%) REQUIRED: PROPERTY AREA LAND USAGE --0.20 ACRES BUILDING AREA (UNDER ROOF)91%0.182 ACRES IMPERVIOUS PAVING 0.018 ACRES PERVIOUS PAVING 0.00 ACRES DESCRIPTION % OF PROPERTY AREAAREA 9% 0% GRASSED/LANDSCAPED AREA 0.00 ACRES 0% ZONING B-2 (CBD) TOTAL PROVIDED =1 PROPOSED BUILDING COVERAGE: 7,912 SF (90.3%) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED B-2 (CBD). NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BE STORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE PREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'S ROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANY UNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =0.20 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS18. OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.19. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED20. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN21. COMPLETED. GARBAGE TO BE PICKED UP BY PRIVATE DUMPSTER COMPANY. DUMPSTER IS KEPT IN STORAGE22. *ELEVATION TO TOP OF ROOFTOP BAR. (45 FT TO TOP OF ELEVATOR SHAFT.) (HEIGHT MEASURED FROM AVERAGE GRADE) PROPOSED GREENSPACE: 0.00 AC AREA INTERNAL OF THE BUILDING AND ROLLED OUT TO BE COLLECTED. OVERHANG DIMENSION TAKEN TO THE ROW LINE.23. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 w W U ‘ ‘ I / / , , Ya d l ’ s ” 0. Sa l l a o ,7 . . . O s s t / 0 1 / 2 1 O S - $ I .6 I i 1H H I OI __ @ Ji IC 1 / : : : : : : | i i i i A E I I V D V D U 2 D € 1 + ± 1 qk = = — .. . 11 1 1 1 1 1 1 1 4 l_ HH H H H H H H H k 6t ( |— I X © 11 1 1 1 1 1 1 I I i e I 80 II X y i G । । । e SA ) Pw v a v d XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 EX EX EX EX EX EX EX EX EX EX EX EX FFE: 113.47FFE: 111.38 FFE: 111.38 FFE: 114.50 FFE: 114.00 FFE: 114.00 111.33 112.11 111.20 111.38 110.92 110.83 110.72 111.33 111.20 112.31 113.00 113.47 111.18 110.68 113.39 113.99 114.48 114.72 INSTALL STEP-UP INTO BUILDING. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS INSTALL STEP-UP INTO OVERHANG. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS FFE: 114.75 110.47 110.02EX EX 113.45 SHEET C02 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call GR A D I N G & D R A I N A G E P L A N PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX EXISTING GRADE EX TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN UD X" MITERED END SECTION (MES) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE REFER TO THE GEOTECHNICAL REPORT FOR PREPARATION OF THE SUBGRADE.21. FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED: THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. REFER TO THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, AND SILT BARRIER INSTALLATION ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 19. 20. HDPE, ADS N12 PIPE PER SPECIFICATIONS. 22. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. 23. PVC, SCH. 40 PIPE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT OF WAY. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I 69 111 t .L I — &YWYNY ) mill II I /—7 / ! 4 C P I I 7 I I I I / 1/ 1/ 1 ) / - I I I + / (: / 1 “7 I i I I I I I I I I I I I I I I I I I I— I I I I I I I I I I I I I I 1/ 177 I \X 1 0 / ) ! I I t 9 . ievol 027909 S&c- a 2053.5 Eo-ur usNo ", □ ■ □ II I 1 1 I I I I I I I I IIIIIiIII _ I . 11 1 1 1 1 1 1 I ( ) I n r £ D II D 7 I I I V I A— 21 I ■ ) . HH H H H H H H T ro w ™ " \ —/ I II Ia 4 . 1. \ \ \ y \ __ _ II ■ \ — _2 . X _ I y\V TII - A I == | == - —I I XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X SB SB CEP SB SHEET C03 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID WEBB, QCI 251-990-6566. AREA TO BE DISTURBED = 0.20 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18. DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. 24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, AND CONSTRUCTION EXIT. INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 4.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. CONSTRUCT BUILDING AND INSTALL UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. INSTALL STONE BASE.3. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS. STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING. 4. USDA SOIL SURVEY CLASSIFICATIONS EuC - WADLEY LOAMY FINE SAND, 5 TO 8 PERCENT SLOPES - HSG A ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS 25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 27. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT. LaB - LAKELAND LOAMY FINE SAND, 0 TO 5 PERCENT SLOPES - HSG A MaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG C SEDIMENT EXIT PAD BARRIER CEP SB LEGEND: CONSTRUCTION TEMPORARY PERMANENT MULCHING SEEDING SEEDING MU TS PS Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 ] . ■ LA 1 \+— k 7] II 4 1TD 2 D j l €• x 1 II I I I I I I u —- - - - - - - - - - - L A - 4 4 - A — - - - - - — I ox i p e x t •4 HH H H H H H H H Nv . N ■ Gt -- - - - \ - \ \ I I f 11 1 1 1 1 1 1 / I e ( । ।■■!IIIII IIIII IIII III'■ lII I II \ 1I V — \r\ \ /A \ \ \ A T_ a E t i ■ ' X . . % V-- - \ __ _ IIIII I I I I I I I I _ - I I I1 1I | II +I ke I L I A I == H | LL " 1 I ITi I ii J / 4 X AE i AW W W V ‘ ‘ ‘ I / / , Ya d y s , se l l a s b 3 sz / o t / z t . 23s %S A 9 0 Pw y a v n "i m m n & CO ■ ■TT■ L A D ± I i f l 6 XXXXXXXXXX X X X X X X X X XXXXXXX INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 W W W W W W W SS G RELOCATE WATER METERS OUTSIDE OF OVERHANG. METERS TO BE PLACED IN A SINGLE TRAFFIC RATED CONCRETE METER VAULT. RELOCATE GAS METER. CONTRACTOR TO COORDINATE LOCATION W/ ARCH. AND UTILITY PROVIDER ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK TIE TO EXISTING 8" SEWER SERVICE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT CONNECTION. INSTALL 6" FIRE LINE APPROXIMATE TIE IN LOCATION FOR FIRE LINE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT LOCATION. INSTALL 6"-90° BEND W/ MEGALUGS INSTALL 6" TAPPING SLEEVE ON EX. 6" WATER LINE INSTALL ELECTRICAL TRANSFORMER ON 67"W X 65"L PAD C.O. INSTALL TRAFFIC RATED CLEAN OUT APPROXIMATE LOCATION OF RISER. REFERENCE MEP PLAN FOR EXACT LOCATION. 6" BACKFLOW PREVENTER TO BE LOCATED ON THE RISER. INSTALL 1500 GAL GREASE TAP, W/ TRAFFIC RATED LID. CONTRACTOR TO REFERENCE MEP PLANS FOR EXACT TYPE & SPECIFICATIONS. INSTALL DEDICATED GREASE WASTE LINE INSTALL DEDICATED NON-GREASE SANITARY SEWER WASTE LINE INSTALL FDC FIBER BOX TO BE RESET & MADE FLUSH W/ NEW CONCRETE SIDEWALK ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK INSTALL ELECTRICAL METER ON WALL SHEET C04 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 8. 9. 10. 11. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 12. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. 13. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS WILL BE DUCTILE IRON PIPE: DUCTILE IRON PIPE FOR WATER LINES SHALL MEET 6. 7. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 14. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 150PSI FOR MINIMUM OF 6 HOURS. WITNESSED BY E.O.R, OR REPRESENTATIVE, AND FPU INSPECTOR. 15. VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY WATER SANITARY SEWER THRUST BLOCK GAS PROPOSED G OHP OVERHEAD POWER OHP WW SS WW UTILITY PLAN LEGEND CLEANOUT C.O. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILTY 16. OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE 17. (FOG) - INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE LINE. THIS LINE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING'S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THE GREASE INTERCEPTOR. REQUIREMENTS OF AWWA SPECIFICATION C151 W/ MECHANICAL JOINT OR PUSH-ON JOINT UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE PLANS. WORKING PRESSURE SHALL BE A MINIMUM OF 250 PSI. IF IT IS NECESSARY TO CUT DUCTILE IRON PIPE, IN NO CASE SHALL IT BE CUT BY BURNING, BUT SHALL BE CUT BY SAW, CUTTER, ABRASIVE WHEEL, OR OTHER APPROVED MEANS. 18. THE PROPOSED FIRE LINE SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200 PSI FOR MINIMUM 2 HOURS. 56 d X V 6 \ 2 1 — \ T 1 __ _ /Z " - - - - - A M 1O II I 1 1 I I I I — A -H H H E T T T T T T T T T T _A H H H H H H H H H / 1 • G x 1 .. . L A Y = N + Z U] - I I E. . D A r! " 1 V N D J \ J d U r / — 4a l l —- T7 n —P 1 \I I __ _ I I I T I _I I I I I — ■ A s s . V £ II II I I I I r i _L I I I I —4 -3 4 — v - V __ 4D 5 \— / —- y I r T c V IN11 11 S I WI — I \V — 1’ 2 I I I ' H—I I 1 I I I 4- - I I s I I [V 1 I [1 T O HE - 2 14 ii I /W 6g 2 1 — Xe ■ T । 1 Hi l l UC E N S / 12 / 1 0 / 2 5 S P II I I I I U V s9 &‘ “N e d ‘m A h % "C A B A M ” □ X ’ • □ X 3 ► 11 1 1 11 1 1 I I I L 6 N—N—N ■T T ■■ X __ SHEET C05 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 12/10/25 N.T.S. NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE- EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSION JOINT FILLER ADJACENT TO ALL STRUCTURES OR OTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINAL JOINT TRANSVERSE JOINT ISOLATION JOINT SEE NOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR #5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C. 14" LENGTH, LIGHTLY GREASE SMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEAL SAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT NOTE: SEE DETAIL FOR JOINTS 7" - 4,000 PSI CONCRETE (MIN. 550 PSI FLEXURAL STRENGTH) SCALE: NTS CONCRETE PAVEMENT DETAIL WELDED WIRE MESH (TYP.) 2" ABOVESUBGRADE 9" - SUBGRADE PREPARED PER GEOTECHNICAL REPORT (95% STANDARD DENSITY) PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24 WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENT LEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1 TO FEB. 15 FEB. 16 TO AUG. 31 SEPT. 1 TO NOV. 30 DEC. 1 TO DEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE & NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS) SUBJECT TO BLOWING STRAW ALONE (NO SEED) 2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS) TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS) CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE: APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE: PER MULCHING DETAIL SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE (LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 B. BOXES AND COVERS TO BE TRAFFIC RATED. 5. METERS TO BE PLACED INSIDE A SINGLE TRAFFIC RATED CONCRETE VAULT. THE VAULT IS SHALL BE CONSOLIDATED PIPE OR APPROVED EQUAL BY FPU. WATER METER MATERIAL SCHEDULE clrS.12 3 I 2. 222022220000 3w qw AA 2w cEPIIEc CAL I pE -V/pE y AAPPER 73",1" AND, 2" SERVICES SHALL BE TYPE K COPPER 30" MIN. COVER 3.< 1 WATER MAIN ELEVATION VIEW N.T.S. WATER DETAILS TYPICAL 4" WATER SERVICE METER DETAIL SHEET NO. W-1 CITY OF FAIRHOPE DATE ISSUED 12-07-20 CORPORATION STOP - FORD BALLCORP FB1000 (SEE NOTE NO. 2) 4. A. TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS) WOW 000 QQ C0n METER BOX AND COVER BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND “365” DEGREE VALVE OPERATION WITH NO STOPS. CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON INLET AS SPECIFIED BY AWWA C600, AND COPPER TUBING SIZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE. CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN SPECIFICATION C700. — O — Q 0 — 2 < SERVICE SADDLE: ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) O u Z Q — S >Q SL n WW V I I / / . _ " 7 1V — < A %S i N K c -1 2 / 1 0 / 2 5 s e SC E N S “4 - id tr IKs CA B A M , SHEET C06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 12/10/25 N.T.S. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 CONCRETE 3000 PSI AS FORM USE GROUND GRADE PRIME AND PAINT WITH TWO 6" SCH. 40 STEEL PIPE AND ROUND OFF TOP FILL WITH 3000 PSI CONCRETE AFTER PIPE IS IN PLACE SCALE: NTS PIPE BOLLARD DETAIL COATS OF SAFETY YELLOW 2' DIA. 3' - 6 " 6" 4' UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRIC CONFORMING TO ASSHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGE OF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONE OR MORE TIMES BEFORE INSTALLING THE POSTS FABRIC (WOVEN WIRE FENCE BACKING) 15' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 6" MIN.20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULE CONC. THRUST BLOCK #3 REBARS UNDISTURBED SOILCONC. THRUST BLOCKSEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCKSEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL SIZE 2" DIA. PIPE LINE 4" DIA. PIPE LINE 6" DIA. PIPE LINE 8" DIA. PIPE LINE OR TEE 1.0 1.9 3.6 5.8 90°BEND 1.0 2.6 5.0 8.2 45° BEND 1.4 2.7 4.4 22-1/2° BEND 1.0 1.0 1.4 2.25 11-1/4°BEND 1.0 1.0 1.0 1.2 45° VERT. BEND 22-1/2° VERT.BEND GATEVALVE 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED INPOOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSISOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.) VERTICAL ANCHORBLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL THRUST BLOCK DETAIL SCALE: NTS TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 20' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 8" VARIES 4" 4" TROWELED EDGE FINISH LIGHT BROOM FINISH SIDEWALK FINISH 6"PAVEMENT COMPACTED BASE SUBGRADE THICKENED EDGE SIDEWALK W/ THICKENED EDGE 0 — 400808A Ayyy <7 WP 1 1(024%WS55. - ■ AA (444220/7 T 2558 .2222 <\ 4. 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They Y MB J v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t J H fl l if # i fi Hi W i T M [ ] [ ] —— I i mm Bi l T N 0 5 10 20 10 SCALE 0 SURVEYOR'S NOTES: FLOOD STATEMENT: OWNER INFORMATION: ZONING INFORMATION: Civil (251) 990-6566 9969 WINDMILL ROAD FAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR SHEET FILE PROJECT SCALE DED 20251552 1" = 10' CHKD.JDG DRAWN JAF (CA-1167) PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY 1 OF 1 WALCOTT, ADAMS, AND VERNEUILLE ARCHITECTURE GR I D N O R T H FAIRHOPE BOARDING HOUSE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE: LEGEND: FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY (8,759 Square Feet) 0.20 Acres FROM 4Y0 BRICK PAVERS — O CONCRETE — © CC _ J 12RCP _ I C PAD GRE TR, WITH ASE AP J WM 24"X24" GRATE INLET RIM: 115.31’ (NO INV) H-LLE WM 0 GAS X4-- W METAL SEAHORSE ARCHWAY ------ w-------- w-------- W--------W--------W--------W TW --------- W ---------- W ---------- WWW 8 — 1. 2. 5. 6. 7. WVX FIRE HYDRANT PIN: 14359 GVX SV SEWER VALVEXX TRAFFIC LIGHT POLE HANDI-CAR PARKING THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF.C0DDRAKE ELM TREE SETBACKS: PECAN TREE *es*07-2) -2025 --------- GAS-----------S.E.CIVIL, LLC ------FM------ FM-------DAVID E. DIEHL ---------ss-----------SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL ----------- FO ----------- ------ T---------T-------- ---------- W ------------ (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) LIGHT POLE DRAINAGE MANHOLE 0 & FRONT REAR SIDE = 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 ♦PROPERTY IS LOCATED IN THE CENTRAL BUSINESS DISTRICT* 3. 4. SEWER MANHOLE WATER METER WATER VALVE TELEPHONE JUNCTION BOX CURRENT CITY OF FAIRHOPE ZONING: GENERAL BUSINESS DISTRICT (B-2) TELEPHONE PEDESTAL IN-GROUND TELEPHONE BOX IN-GROUND ELECTRIC BOX GAS VALVE GAS METER METAL OVERHANG SUPPORT POLE SIGN = 20 FEET NONE NONE THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISO, BOOK 1, PAGES 320-21, AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25, PAGE 6, PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. SURVEY WAS CONDUCTED IN MAY 2025, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. BEARINGS AND DISTANCES SHOWN HEREON WERE ’’COMPUTED” FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE NORTH AMERICAN DATUM OF 1983 (NAD83) USING GPS OBSERVATIONS. ELEVATIONS BASED UPON VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES SURVEY CONDUCTED USING INSTRUMENT NUMBER 2061500 AND DIVISION ONE OF THE LANDS OF FAIRHOPE SINGLE TAX CORPORATION, MISCELLANEOUS BOOK 1, PAGES 320-321, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. PROPERTY LIES IN FLOOD ZONE "X" (UNSHADED), AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0644M, COMMUNITY NUMBERS 015000 AND 010006, PANEL 0644, SUFFIX "M", MAP REVISED DATE APRIL 19, 2019. GAS LINE SEWER FORCE MAIN GRAVITY SEWER UNDERGROUND FIBER OPTIC LINE UNDERGROUND TELEPHONE LINE WATER LINE WOOD FENCE TJ Ad = 1/2” CAPPED REBAR SET (SE CIVIL CA-1167) UNLESS OTHERWISE NOTED HEREON = RAILROAD SPIKE SET = "x" IN BRICK FOUND = AIR CONDITIONER = METAL BOLLARD = ELECTRIC BOX = INLET OWNER: FST SILDI LLC 857 SEA CLIFF DR FAIRHOPE, AL 36532 GM © PARCEL NUMBERS: 05-46-03-37 — 0-601-002.512 [E ■ m © © O © WM DATE AL. P.L.S. 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Sincerely, 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Larry Smith, PE lsmith@secivileng.com Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 This letter is to serve as a notice as to why a full drainage narrative is not warranted for this project. This site is currently accounted for in the existing drainage condition. We are not proposing more impervious surface than what has been there historically. Therefore, we are not creating any adverse downstream effects. The proposed building will have roof drains installed that will be routed underground, where they will connect directly into the underground storm sewer system located at the northwest corner of the Church St/Fairhope Ave intersection. CDCivil r Woa Engineering & Surveying August 26, 2025 Fairhope Boarding House - Traffic LetterRe: Dear Hunter: If you have any questions, please let me know. Sincerely, 8/26/28 Fairhope, Alabama 365329969 Windmill Road 251-990-6566 Larry Smith, PE lsmith@secivileng.com This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 27 boarding house rooms, 2,300 sq. ft of Medical Office Space, 1,600 sq. ft of Restaurant Space, and 900 sq. ft of a rooftop bar. When plugging in this information into the ITE Trip Generation Report, we come up with 451 daily trips and 46 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Description / ITE Code Units Rate Weekday PM Peak % PM % PM Units (independent PM Peak PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA General Light Industrial 110 KSF2 6.97 0.97 12%88%0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21%79%0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36%64%0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25%75%0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51%49%0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33%67%0 0 NA NA Utilities 170 KSF2 NA 0.76 45%55%0 0 NA NA Residential PUD 270 DU 7.50 0.62 65%35%0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49%51%0 0 NA NA Hotel 310 Rooms 8.17 0.59 53%47%27.0 221 16 8 7 Hotel 310 Employees 14.34 0.80 54%46%0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42%58%0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45%55%0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60%40%0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60%40%0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53%47%0 0 NA NA Motel 320 Rooms 5.63 0.47 54%46%0 0 NA NA Motel 320 Employees 12.81 0.73 54%46%0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43%57%0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43%57%0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41%59%0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43%57%0 0 NA NA State Park 413 Employees NA 4.67 43%57%0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29%71%0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41%59%0 0 NA NA Regional Park 417 Employees 79.77 10.26 45%55%0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60%40%0 0 NA NA Golf Course 430 Employees 20.52 1.48 48%52%0 0 NA NA Golf Course 430 Holes 35.74 2.78 45%55%0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33%67%0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45%55%0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50%50%0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94%6%0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64%36%0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56%44%0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57%43%0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35%65%0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37%63%0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45%55%0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52%48%0 0 NA NA High School 530 KSF2 12.89 0.97 54%46%0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58%42%0 0 NA NA Church 560 KSF2 9.11 0.55 48%52%0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47%53%0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47%53%0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Library 590 KSF2 56.24 7.30 48%52%0 0 NA NA Hospital 610 KSF2 16.50 1.14 42%58%0 0 NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17%83%0 0 NA NA General Office 710 KSF2 11.01 1.49 17%83%0 0 NA NA Corporate Headquarters 714 KSF2 7.98 1.40 10%90%0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15%85%0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27%73%2.3 84 8 2 6 Government Office Building 730 KSF2 68.93 1.21 31%69%0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51%49%0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31%69%0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15%85%0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47%53%0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51%49%0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49%51%0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50%50%0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47%53%0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49%51%0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49%51%0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47%53%0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67%33%1.6 146 12 8 4 High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59%41%0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51%49%0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52%48%0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54%46%0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66%34%0.9 0 10 7 3 Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50%50%0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39%61%0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48%52%0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49%51%0 0 NA NA Tire Store 848 Service Bays NA 3.54 42%58%0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43%57%0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47%53%0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51%49%0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51%49%0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49%51%0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50%50%0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50%50%0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53%47%0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50%50%0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48%52%0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49%51%0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50%50%0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50%50%0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50%50%0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50%50%0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48%52%0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52%48%0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50%50%0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44%56%0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49%51%0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50%50%0 0 NA NA NA: Not Available KSF2: Units of 1,000 square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Mike Jeffries January 5, 2026 FAIRHOPE AVE T SAXE LN J■ Delatapetve - Road B-1 Local Shopping District B-2 General Business District B-3b Tourist Resort Commercial $ P-1 Parking District R-2 Medium Density Single-Family Parcel Corporate Limit il 1 1 : । > Sr VA“ T "90 JOHNSON AVE ••N W E S -1 —E s F [SAXE LN_ e J ... 1 r AN--—--------——,--- VP X V Th u _ XV u - _FAIRHOPE AVE m 11 ’1 Wer 1- <1 CPa GT . 5■ i' Project Name: Fairhope Boarding House Site Data: 0.20 acres Project Type: Preliminary plat approval of 5-unit multiple occupancy project Jurisdiction^ Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 14359 General Location: Northeast intersection of Fairhope Avenue and Church Street Surveyor of Record: S.E. Civil, LLC Engineer of Record: S.E. Civil, LLC Owner/ Developer: FST SILDI, LLC School District:__________________ Fairhope Elementary School Fairhope Middle and High Schools Recommendation^ Approved w/ Conditions Prepared by: SIABAW SD 25.16 - Fairhope Boarding House vOu oCity of Fairhope Planning Commission AoL’N, 87 A N S U M M I T S T M" W I S X % N C H U R C H S T CH U R C H S T I is n w w n s s S N C H U R C H S T . w S S E C T I O N S T mi h 9 mm £ w— S C H U R C H S T SD 25.16 – Fairhope Boarding House January 5, 2026 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit Multiple Occupancy Project (MOP). The property is zoned B-2, General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. SITE HISTORY In September 2019 the Planning Commission approved a 6-unit MOP for the subject site (SD 19.36) to allow renovation of the existing 2-story building with four (4) commercial/retail units on the bottom floor and 1-2 office units on the second floor . The building that existed has since been demolished rendering the 2019 approval null and void. This application was previously heard at the December 1, 2025, Planning Commission meeting. Following discussion with the Commission the Applicant requested the application be tabled to allow additional time to address Commission and Staff concerns. STAFF COMMENTS The purpose of this request is to create three (3) units on site located in one building. A Site Plan Review application (SR 25.08) has also been submitted and is under review. The current proposed uses are for a 26- room boarding house with a rooftop terrace that will have a live-in onsite manager/owner, a Med-Spa, and restaurant. It’s important to note that the Med-Spa is a Use on Appeal which requires approval by the Board of Adjustments. Article V.B.3 of the City of Fairhope Zoning Ordinance details the required standards for all rooftop terraces proposed within the Central Business District (CBD) on property zoned B-2. Specifically, Section V.B.3.a requires that the rooftop terrace only operate as an Accessory Use to the boarding house. Furthermore, Section V.B.3.a(3)c requires that the roof top terrace or areas reserved for temporary structures, shall not cover more than 25% of the total square footage of the rooftop and shall be located a minimum of ten (10) feet from any lot line. Utilities Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. The utilities are located on the north side of the property. Electric service will require upgrades at the owner/developer’s expense, with aid-to-construction costs determined upon review of final drawings. A minimum 78” x 75” transformer pad with protective bollards shall be required by Fairhope Electric and the plans need to be updated to reflect this . Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. Meter boxes will be traffic rated. A grease trap with traffic rated lid is provided for in the loading zone. Traffic A Traffic Letter was submitted with calculations in August 2025 and is attached to this packet. As proposed , there were 27 boarding rooms, 2,300 sq. ft. of medical office space, 1,600 sq. ft of restaurant, and 900 sq. ft. of a rooftop bar, which were estimated to generate 451 daily trips and 46 PM peak hour trips. As such, no further traffic study was conducted. The traffic data and support letter are included in the packet. SD 25.16 – Fairhope Boarding House January 5, 2026 Staff consulted with the Engineer of Record, and he confirmed the analysis was ran multiple ways and each method resulted in less than 1,000 daily trips and less than 50 peak trips. A required loading zone is provided for on-site and located on the north side of the property. It is 55’x12’, and the proposed gas meter and protective bollards have been relocated outside this loading zone next to the building. Drainage The storm water runoff is designed to be collected in roof drains and connect directly into the underground storm sewer system. Wetlands Wetlands are not present on the site. Tree & Landscaping The site does not have any required landscaping. SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends Approval of SD 25.16 – Fairhope Boarding House MOP with the following conditions: 1. Approval of the associated Site Plan case SR 25.08 by the Fairhope City Council; and 2. Revision of utility plans to reflect the minimum 78” x 75” transformer pad. 3 Page 5 of 10 orFAl IABAW. APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type:□ Village Subdivision • Informal (No Fee) X Multiple Occupancy Project□ Preliminary Plat Property Owner / Leaseholder Information Phone Number: 251-209-0074 City: Fairhope Zip: 36532State: AL Proposed Subdivision Name: Fairhope Boarding House 0.20 AC.No. Acres in Plat: Parcel No: 05-46-03-37-0-601-002.512 Phone Number: 251-990-6566 City:State: Zip: 36532Fairhope Contact Person:Larry Smith, PE Surveyor/Engineer Information Name of Firm:Phone Number: 251-990-6566SE Civil, LLC Address:9969 Windmill Road City:State:Zip:Fairhope 36532AL Contact Person:Larry Smith, PE ildi ,C Property Owner/Leaseholder Printed Name Signature Date Fairhope Single Tax Corp. (If Applicable) • Minor Subdivision • Final Plat Name of Property Owner: FST SILDI, LLC Address of Property Owner: 857 Sea Cliff Drive Attachments: Date of Application: Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp, an authorized Single Tax representative shall sign this application. Name of Authorized Agent: SE Civil, LLC Address: 9969 Windmill Road__________ YO) m No. Lots/Units: -5 Current Zoning: B-2 (CBD) IX Articles of Incorporation or List all associated investors 8/19/2025 a9d) Plat Fee Calculation: Reference: Ordinance 1269 Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope 6 Ol PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVER GRADING & DRAINAGE PLAN for CONTACTS C03 C04 UTILITY PLAN GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CONSTRUCTION DETAILSC05 R Know what's below. before you dig.Call EROSION & SEDIMENT CONTROL PLAN LEGAL DESCRIPTION ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering & Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer December 10th, 2025 Name of Project to which this Certificate Applies: Fairhope Boarding House Plans which are certified consist of Pages Cover Sheet thru Sheet C06. VICINITY MAP N.T.S. SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 D01 DEMOLITION, TREE PROTECTION, & PEDESTRIAN ACCESS PLAN Fairhope Boarding House 301 Fairhope Avenue Fairhope, AL 36532 BOUNDARY & TOPOGRAPHIC SURVEY REVISIONS: NO.REVISIONDATE APPR. REVISIONS 0 INITIAL CITY OF FAIRHOPE SUBMITTAL8/26/2025 TLS SITE PLANC01 CONSTRUCTION DETAILSC06 THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISC, BOOK 1, PAGES 320-21, AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25, PAGE 6, PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) 1 REVISED CITY OF FAIRHOPE SUBMITTAL9/23/2025 TLS 2 CITY OF FAIRHOPE RE-SUBMITTAL10/16/2025 TLS 3 CITY OF FAIRHOPE RE-SUBMITTAL11/20/2025 TLS 4 CITY OF FAIRHOPE RE-SUBMITTAL12/10/2025 TLS (Ill’III///XABAMO.WA WeENe,SCENS6 No. 26348 s%SiNtcSLARK"fT 5 - FAIRHOPE 13 0 — 1 30 i - -1 A X 46.HTT8 LStNIC fl982 N /1321 +i4 0 44 X—VY Good Samaritan 28 CAD ‘airhope School ALT 98 Magnolia Beach UNIVERSITY OF SOUTH ALABAMA BALDWIN COUNTY C G ' 0 ql —VFW #5660 % Twin Beach / As0 <I GULF COAST ) EXPERIMENT STATION AUBURN UNIVERSITY POP 15,436 Fairhope Church — — 10. _OUT0 — , '-4o=*- PROFESSIONAL s*£o ) 1 148 Era Church v N 0 5 10 20 10 SCALE 0 SURVEYOR'S NOTES: FLOOD STATEMENT: OWNER INFORMATION: ZONING INFORMATION: Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering & Surveying PROJ MGR SHEET FILE PROJECT SCALE DED 20251552 1" = 10' CHKD.JDG DRAWN JAF (CA-1167) PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY 1 OF 1 WALCOTT, ADAMS, AND VERNEUILLE ARCHITECTURE GR I D N O R T H FAIRHOPE BOARDING HOUSE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE: LEGEND: FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY (8,759 Square Feet) 0.20 Acres -Wt” -------------------- “ ----------- W S89°50‘17”E 70.07’ (R) EAST^WEST 70.00' (R) EAST^WEST 70.00' N8950‘17”W 70.07’ TWO STORY BLOCK BUILDING CONCRETE PAD - F------ r------- ro------Fo-----KI-*==========» ©Q BUILDING OVERHANG :-------2CACEIE! ow 24"x24” GRATE INLET RIM: 115.31 (NO INV) = 2. 5. 6. PIN: 14359 THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. g NONEREAR SIDE = NONE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. * (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) 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 CURRENT CITY OF FAIRHOPE ZONING: GENERAL BUSINESS DISTRICT (B-2) *PROPERTY IS LOCATED IN THE CENTRAL BUSINESS DISTRICT* THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISC, BOOK 1, PAGES 320-21. AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25. PAGE 6. PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. PROPERTY LIES IN FLOOD ZONE "x" (UNSHADED), AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0644M, COMMUNITY NUMBERS 015000 AND 010006, PANEL 0644, SUFFIX "M", MAP REVISED DATE APRIL 19, 2019. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS, OR OTHER INSTRUMENTS WHICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. THERE WAS NO ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. SURVEY WAS CONDUCTED IN MAY 2025, AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. BEARINGS AND DISTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON STATE PLANE GRID, ALABAMA WEST ZONE NORTH AMERICAN DATUM OF 1983 (NAD83) USING GPS OBSERVATIONS. ELEVATIONS BASED UPON VERTICAL DATUM NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). THE UTILITY INFORMATION SHOWN HEREON WAS OBTAINED BY FIELD LOCATING AND PLOTTING THE VISIBLE ABOVE GROUND UTILITY FEATURES SURVEY CONDUCTED USING INSTRUMENT NUMBER 2061500 AND DIVISION ONE OF THE LANDS OF FAIRHOPE SINGLE TAX CORPORATION, MISCELLANEOUS BOOK 1, PAGES 320-321, PROBATE RECORDS, BALDWIN COUNTY, ALABAMA. NO TITLE SEARCH OR REPORT WAS PROVIDED FOR THIS SURVEY. 3. 4. PARCEL NUMBERS: 05-46-03-37-0-601-002.512 OWNER: FST SILDI LLC 857 SEA CLIFF DR FAIRHOPE, AL 36532 S.E.CIVIL, LLC DAVID E. DIEHL __07-2) DATE AL P.LS. 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CONSTRUCTION ACCESS IS NOT ALLOWED/PERMITTED FAIRHOPE AVENUE. 2. WORKERS SHALL NOT BE PERMITTED TO PARK ON FAIRHOPE AVENUE. BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 400 5 10 20 10 SCALE SHEET D01 20251552 TLS DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N , T R E E P R O T E C T I O N & PE D E S T R I A N A C C E S S P L A N DEMOLITION NOTES DEMOLITION LEGEND REMOVAL - STRUCTURE ASPHALT SAWCUT REMOVE STRUCTURE, DISCONNECT UTILITY SERVICES PRIOR TO DEMOLITION1 DEMOLITION SYMBOLS INSTALL PEDESTRIAN PROTECTION MEASURES AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS- CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND 1. 2. 3. 4. 5. CARDBOARD. 6. SCALE: NTS TREE BARRICADE TREE BARRICADE SHALL BE IN PLACE AT THE OUTER EDGE OF THE DRIP LINE OF THE TREE PRIOR TO ANY LANDSCAPE DISTURBANCE. STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREE PROTECTION AREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. NOTE: Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 WW W l ‘ V ‘ ‘ ‘ I ) / , , Ya d l ’ s ’ sa l l a o ,7 C- / 0 / — . .. s s t / 0 1 / 2 1 S C o \N 7. 1 / ) 7 1 t \ R MI \ I o I I __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ P @ —— 7 — 2 I \I I r ( : 0 2 s 9: Po 2C 35 y © -82w I .O . s © - F © I 3N 1 ] 4 1 3 3 . J O 3 0 ; II I I I I I ■ I I I P I © HH H H H H H H H 1 T— y « I \ .1 - - \ I - © n - == 4X I —- F — XX 0e - • © 11 1 1 1 1 1 1 / / | II.1 IJ I II L | 1111 II +II IIIIILIII ( ) 3 3 11I| B e I T+ Ij ii। r— 8” — \ V\ \ ‘ । I —k 111111 11 11 I II 11 11 111+ 11 N — — VV\ \ \ \ \ I I 111 I \ | r 7 N H U 1111 I' I I I \\ - I —+ I I I IG ' TI i 2 8s . T T I 7— -- - - - - - \ — 7 -- - - - -__ %S M 0 0 8 Pw y a v n s // / ‘ I C Y Pe a8 l o5 5 • I II XXXXXXXXXX X X X X X X X X XXXXXXX 9" 10" 10" 8" 8" AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS LOADING ZONE NO PARKING 4' 10 ' 4' 10 ' 10 ' 4' 10 ' 4' 10 ' 4' 10 ' 4' 10'10'10'10'10' 4'4'4' 8' 8' 8' EXISTING BRICK PAVERS TO REMAIN CONCRETE PAVING. SEE DETAIL ELECTRICAL TRANSFORMER AREA. 67"W x 65"L INSTALL PIPE BOLLARDS. SEE DETAIL CONCRETE SIDEWALK TO BE REPLACED AFTER CONSTRUCTION. SIDEWALK TO BE INSTALLED UP TO BUILDING OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G INSTALL STRIPED LOADING ZONE WITH " LOADING ZONE NO PARKING" LEGEND. PAINTED STRIPING SHALL BE 5" AT 45° SPACED AT 4' OC. APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION INSTALL PIPE BOLLARDS TO PROTECT GAS METER. SEE DETAIL TIE TO EXISTING CONCRETE RAMP W/ NEW CONCRETE PAVING BUILDING UNDER ROOF 7,912 SF DUMPSTER STORAGE AREA INSTALL 1 PARKING SPACE LOCATED INSIDE OF THE BUILDING 55' 12 ' SHEET C01 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call SI T E P L A N PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER MEDIUM DUTY ASPHALT PAVING ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB RIBBON CURB PARKING DATA TOTAL REQUIRED (1 SPACE/DWELLING UNIT) = PARKING REQUIREMENT SPACES 1 BUILDING (UNDER ROOF) SITE ANALYSIS 7,912 SF SITE ACREAGE (PROPOSED) ±0.20 AC (8,758.64 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 0 FT 0 FT 0 FT 40' BUILDING HEIGHT 40 FT* PROVIDED PARKING 1 SPACES REQUIRED PARKING 1 SPACE MAX. GROUND COVERAGE RATIO: N/A JURISDICTION C.O. FAIRHOPE PERVIOUS AREA 0 AC (0%) IMPERVIOUS AREA 0.20 AC (100%) REQUIRED: PROPERTY AREA LAND USAGE --0.20 ACRES BUILDING AREA (UNDER ROOF)91%0.182 ACRES IMPERVIOUS PAVING 0.018 ACRES PERVIOUS PAVING 0.00 ACRES DESCRIPTION % OF PROPERTY AREAAREA 9% 0% GRASSED/LANDSCAPED AREA 0.00 ACRES 0% ZONING B-2 (CBD) TOTAL PROVIDED =1 PROPOSED BUILDING COVERAGE: 7,912 SF (90.3%) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED B-2 (CBD). NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERY PHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITE WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BE STORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE PREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'S ROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANY UNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =0.20 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS18. OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.19. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED20. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN21. COMPLETED. GARBAGE TO BE PICKED UP BY PRIVATE DUMPSTER COMPANY. DUMPSTER IS KEPT IN STORAGE22. *ELEVATION TO TOP OF ROOFTOP BAR. (45 FT TO TOP OF ELEVATOR SHAFT.) (HEIGHT MEASURED FROM AVERAGE GRADE) PROPOSED GREENSPACE: 0.00 AC AREA INTERNAL OF THE BUILDING AND ROLLED OUT TO BE COLLECTED. OVERHANG DIMENSION TAKEN TO THE ROW LINE.23. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 w W U ‘ ‘ I / / , , Ya d l ’ s ” 0. Sa l l a o ,7 . . . O s s t / 0 1 / 2 1 O S - $ I .6 I i 1H H I OI __ @ Ji IC 1 / : : : : : : | i i i i A E I I V D V D U 2 D € 1 + ± 1 qk = = — .. . 11 1 1 1 1 1 1 1 4 l_ HH H H H H H H H k 6t ( |— I X © 11 1 1 1 1 1 1 I I i e I 80 II X y i G । । । e SA ) Pw v a v d XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 EX EX EX EX EX EX EX EX EX EX EX EX FFE: 113.47FFE: 111.38 FFE: 111.38 FFE: 114.50 FFE: 114.00 FFE: 114.00 111.33 112.11 111.20 111.38 110.92 110.83 110.72 111.33 111.20 112.31 113.00 113.47 111.18 110.68 113.39 113.99 114.48 114.72 INSTALL STEP-UP INTO BUILDING. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS INSTALL STEP-UP INTO OVERHANG. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS FFE: 114.75 110.47 110.02EX EX 113.45 SHEET C02 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call GR A D I N G & D R A I N A G E P L A N PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX EXISTING GRADE EX TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN UD X" MITERED END SECTION (MES) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE REFER TO THE GEOTECHNICAL REPORT FOR PREPARATION OF THE SUBGRADE.21. FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING. CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED: THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. REFER TO THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, AND SILT BARRIER INSTALLATION ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 19. 20. HDPE, ADS N12 PIPE PER SPECIFICATIONS. 22. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. 23. PVC, SCH. 40 PIPE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT OF WAY. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I 69 111 t .L I — &YWYNY ) mill II I /—7 / ! 4 C P I I 7 I I I I / 1/ 1/ 1 ) / - I I I + / (: / 1 “7 I i I I I I I I I I I I I I I I I I I I— I I I I I I I I I I I I I I 1/ 177 I \X 1 0 / ) ! I I t 9 . ievol 027909 S&c- a 2053.5 Eo-ur usNo ", □ ■ □ II I 1 1 I I I I I I I I IIIIIiIII _ I . 11 1 1 1 1 1 1 I ( ) I n r £ D II D 7 I I I V I A— 21 I ■ ) . HH H H H H H H T ro w ™ " \ —/ I II Ia 4 . 1. \ \ \ y \ __ _ II ■ \ — _2 . X _ I y\V TII - A I == | == - —I I XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X SB SB CEP SB SHEET C03 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID WEBB, QCI 251-990-6566. AREA TO BE DISTURBED = 0.20 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18. DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. 24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, AND CONSTRUCTION EXIT. INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 4.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. CONSTRUCT BUILDING AND INSTALL UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. INSTALL STONE BASE.3. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS. STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING. 4. USDA SOIL SURVEY CLASSIFICATIONS EuC - WADLEY LOAMY FINE SAND, 5 TO 8 PERCENT SLOPES - HSG A ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS 25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 27. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT. LaB - LAKELAND LOAMY FINE SAND, 0 TO 5 PERCENT SLOPES - HSG A MaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG C SEDIMENT EXIT PAD BARRIER CEP SB LEGEND: CONSTRUCTION TEMPORARY PERMANENT MULCHING SEEDING SEEDING MU TS PS Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 ] . ■ LA 1 \+— k 7] II 4 1TD 2 D j l €• x 1 II I I I I I I u —- - - - - - - - - - - L A - 4 4 - A — - - - - - — I ox i p e x t •4 HH H H H H H H H Nv . N ■ Gt -- - - - \ - \ \ I I f 11 1 1 1 1 1 1 / I e ( । ।■■!IIIII IIIII IIII III'■ lII I II \ 1I V — \r\ \ /A \ \ \ A T_ a E t i ■ ' X . . % V-- - \ __ _ IIIII I I I I I I I I _ - I I I1 1I | II +I ke I L I A I == H | LL " 1 I ITi I ii J / 4 X AE i AW W W V ‘ ‘ ‘ I / / , Ya d y s , se l l a s b 3 sz / o t / z t . 23s %S A 9 0 Pw y a v n "i m m n & CO ■ ■TT■ L A D ± I i f l 6 XXXXXXXXXX X X X X X X X X XXXXXXX INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 W W W W W W W SS G RELOCATE WATER METERS OUTSIDE OF OVERHANG. METERS TO BE PLACED IN A SINGLE TRAFFIC RATED CONCRETE METER VAULT. RELOCATE GAS METER. CONTRACTOR TO COORDINATE LOCATION W/ ARCH. AND UTILITY PROVIDER ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK TIE TO EXISTING 8" SEWER SERVICE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT CONNECTION. INSTALL 6" FIRE LINE APPROXIMATE TIE IN LOCATION FOR FIRE LINE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT LOCATION. INSTALL 6"-90° BEND W/ MEGALUGS INSTALL 6" TAPPING SLEEVE ON EX. 6" WATER LINE INSTALL ELECTRICAL TRANSFORMER ON 67"W X 65"L PAD C.O. INSTALL TRAFFIC RATED CLEAN OUT APPROXIMATE LOCATION OF RISER. REFERENCE MEP PLAN FOR EXACT LOCATION. 6" BACKFLOW PREVENTER TO BE LOCATED ON THE RISER. INSTALL 1500 GAL GREASE TAP, W/ TRAFFIC RATED LID. CONTRACTOR TO REFERENCE MEP PLANS FOR EXACT TYPE & SPECIFICATIONS. INSTALL DEDICATED GREASE WASTE LINE INSTALL DEDICATED NON-GREASE SANITARY SEWER WASTE LINE INSTALL FDC FIBER BOX TO BE RESET & MADE FLUSH W/ NEW CONCRETE SIDEWALK ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK INSTALL ELECTRICAL METER ON WALL SHEET C04 20251552 JJM DRAWN DATE SCALE JOB No. 12/10/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 8. 9. 10. 11. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 12. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. 13. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS WILL BE DUCTILE IRON PIPE: DUCTILE IRON PIPE FOR WATER LINES SHALL MEET 6. 7. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 14. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 150PSI FOR MINIMUM OF 6 HOURS. WITNESSED BY E.O.R, OR REPRESENTATIVE, AND FPU INSPECTOR. 15. VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY WATER SANITARY SEWER THRUST BLOCK GAS PROPOSED G OHP OVERHEAD POWER OHP WW SS WW UTILITY PLAN LEGEND CLEANOUT C.O. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILTY 16. OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE 17. (FOG) - INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE LINE. THIS LINE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING'S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THE GREASE INTERCEPTOR. REQUIREMENTS OF AWWA SPECIFICATION C151 W/ MECHANICAL JOINT OR PUSH-ON JOINT UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE PLANS. WORKING PRESSURE SHALL BE A MINIMUM OF 250 PSI. IF IT IS NECESSARY TO CUT DUCTILE IRON PIPE, IN NO CASE SHALL IT BE CUT BY BURNING, BUT SHALL BE CUT BY SAW, CUTTER, ABRASIVE WHEEL, OR OTHER APPROVED MEANS. 18. THE PROPOSED FIRE LINE SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200 PSI FOR MINIMUM 2 HOURS. 56 d X V 6 \ 2 1 — \ T 1 __ _ /Z " - - - - - A M 1O II I 1 1 I I I I — A -H H H E T T T T T T T T T T _A H H H H H H H H H / 1 • G x 1 .. . L A Y = N + Z U] - I I E. . D A r! " 1 V N D J \ J d U r / — 4a l l —- T7 n —P 1 \I I __ _ I I I T I _I I I I I — ■ A s s . V £ II II I I I I r i _L I I I I —4 -3 4 — v - V __ 4D 5 \— / —- y I r T c V IN11 11 S I WI — I \V — 1’ 2 I I I ' H—I I 1 I I I 4- - I I s I I [V 1 I [1 T O HE - 2 14 ii I /W 6g 2 1 — Xe ■ T । 1 Hi l l UC E N S / 12 / 1 0 / 2 5 S P II I I I I U V s9 &‘ “N e d ‘m A h % "C A B A M ” □ X ’ • □ X 3 ► 11 1 1 11 1 1 I I I L 6 N—N—N ■T T ■■ X __ SHEET C05 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 12/10/25 N.T.S. NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE- EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSION JOINT FILLER ADJACENT TO ALL STRUCTURES OR OTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINAL JOINT TRANSVERSE JOINT ISOLATION JOINT SEE NOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR #5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C. 14" LENGTH, LIGHTLY GREASE SMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEAL SAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT NOTE: SEE DETAIL FOR JOINTS 7" - 4,000 PSI CONCRETE (MIN. 550 PSI FLEXURAL STRENGTH) SCALE: NTS CONCRETE PAVEMENT DETAIL WELDED WIRE MESH (TYP.) 2" ABOVESUBGRADE 9" - SUBGRADE PREPARED PER GEOTECHNICAL REPORT (95% STANDARD DENSITY) PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24 WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENT LEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1 TO FEB. 15 FEB. 16 TO AUG. 31 SEPT. 1 TO NOV. 30 DEC. 1 TO DEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE & NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS) SUBJECT TO BLOWING STRAW ALONE (NO SEED) 2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS) TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS) CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE: APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONS WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE: PER MULCHING DETAIL SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE (LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 B. BOXES AND COVERS TO BE TRAFFIC RATED. 5. METERS TO BE PLACED INSIDE A SINGLE TRAFFIC RATED CONCRETE VAULT. THE VAULT IS SHALL BE CONSOLIDATED PIPE OR APPROVED EQUAL BY FPU. WATER METER MATERIAL SCHEDULE clrS.12 3 I 2. 222022220000 3w qw AA 2w cEPIIEc CAL I pE -V/pE y AAPPER 73",1" AND, 2" SERVICES SHALL BE TYPE K COPPER 30" MIN. COVER 3.< 1 WATER MAIN ELEVATION VIEW N.T.S. WATER DETAILS TYPICAL 4" WATER SERVICE METER DETAIL SHEET NO. W-1 CITY OF FAIRHOPE DATE ISSUED 12-07-20 CORPORATION STOP - FORD BALLCORP FB1000 (SEE NOTE NO. 2) 4. A. TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS) WOW 000 QQ C0n METER BOX AND COVER BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND “365” DEGREE VALVE OPERATION WITH NO STOPS. CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON INLET AS SPECIFIED BY AWWA C600, AND COPPER TUBING SIZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE. CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN SPECIFICATION C700. — O — Q 0 — 2 < SERVICE SADDLE: ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) O u Z Q — S >Q SL n WW V I I / / . _ " 7 1V — < A %S i N K c -1 2 / 1 0 / 2 5 s e SC E N S “4 - id tr IKs CA B A M , SHEET C06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 12/10/25 N.T.S. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 CONCRETE 3000 PSI AS FORM USE GROUND GRADE PRIME AND PAINT WITH TWO 6" SCH. 40 STEEL PIPE AND ROUND OFF TOP FILL WITH 3000 PSI CONCRETE AFTER PIPE IS IN PLACE SCALE: NTS PIPE BOLLARD DETAIL COATS OF SAFETY YELLOW 2' DIA. 3' - 6 " 6" 4' UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRIC CONFORMING TO ASSHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRIC AT POST TO PREVENT LEAKAGE OF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONE OR MORE TIMES BEFORE INSTALLING THE POSTS FABRIC (WOVEN WIRE FENCE BACKING) 15' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 6" MIN.20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULE CONC. THRUST BLOCK #3 REBARS UNDISTURBED SOILCONC. THRUST BLOCKSEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCKSEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL SIZE 2" DIA. PIPE LINE 4" DIA. PIPE LINE 6" DIA. PIPE LINE 8" DIA. PIPE LINE OR TEE 1.0 1.9 3.6 5.8 90°BEND 1.0 2.6 5.0 8.2 45° BEND 1.4 2.7 4.4 22-1/2° BEND 1.0 1.0 1.4 2.25 11-1/4°BEND 1.0 1.0 1.0 1.2 45° VERT. BEND 22-1/2° VERT.BEND GATEVALVE 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED INPOOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSISOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.) VERTICAL ANCHORBLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL THRUST BLOCK DETAIL SCALE: NTS TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 20' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 8" VARIES 4" 4" TROWELED EDGE FINISH LIGHT BROOM FINISH SIDEWALK FINISH 6"PAVEMENT COMPACTED BASE SUBGRADE THICKENED EDGE SIDEWALK W/ THICKENED EDGE 0 — 400808A Ayyy <7 WP 1 1(024%WS55. - ■ AA (444220/7 T 2558 .2222 <\ 4. 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( Sots wes g. Kg ea ‘NI 1)m, _ h s t. They Y MB J v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t J H fl l if # i fi Hi W i T M [ ] [ ] —— I i mm Bi l T CDCivil W"ppa Engineering & Surveying October 16, 2025 Re:Fairhope Boarding House - Drainage Letter Dear Hunter: If you have any questions, please let me know. Sincerely, 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Larry Smith, PE lsmith@secivileng.com Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 This letter is to serve as a notice as to why a full drainage narrative is not warranted for this project. This site is currently accounted for in the existing drainage condition. We are not proposing more impervious surface than what has been there historically. Therefore, we are not creating any adverse downstream effects. The proposed building will have roof drains installed that will be routed underground, where they will connect directly into the underground storm sewer system located at the northwest corner of the Church St/Fairhope Ave intersection. CDCivil r Woa Engineering & Surveying August 26, 2025 Fairhope Boarding House - Traffic LetterRe: Dear Hunter: If you have any questions, please let me know. Sincerely, 8/26/28 Fairhope, Alabama 365329969 Windmill Road 251-990-6566 Larry Smith, PE lsmith@secivileng.com This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 27 boarding house rooms, 2,300 sq. ft of Medical Office Space, 1,600 sq. ft of Restaurant Space, and 900 sq. ft of a rooftop bar. When plugging in this information into the ITE Trip Generation Report, we come up with 451 daily trips and 46 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Description / ITE Code Units Rate Weekday PM Peak % PM % PM Units (independent PM Peak PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA General Light Industrial 110 KSF2 6.97 0.97 12%88%0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21%79%0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36%64%0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25%75%0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51%49%0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33%67%0 0 NA NA Utilities 170 KSF2 NA 0.76 45%55%0 0 NA NA Residential PUD 270 DU 7.50 0.62 65%35%0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49%51%0 0 NA NA Hotel 310 Rooms 8.17 0.59 53%47%27.0 221 16 8 7 Hotel 310 Employees 14.34 0.80 54%46%0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42%58%0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45%55%0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60%40%0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60%40%0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53%47%0 0 NA NA Motel 320 Rooms 5.63 0.47 54%46%0 0 NA NA Motel 320 Employees 12.81 0.73 54%46%0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43%57%0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43%57%0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41%59%0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43%57%0 0 NA NA State Park 413 Employees NA 4.67 43%57%0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29%71%0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41%59%0 0 NA NA Regional Park 417 Employees 79.77 10.26 45%55%0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60%40%0 0 NA NA Golf Course 430 Employees 20.52 1.48 48%52%0 0 NA NA Golf Course 430 Holes 35.74 2.78 45%55%0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33%67%0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45%55%0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50%50%0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94%6%0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64%36%0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56%44%0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57%43%0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35%65%0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37%63%0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45%55%0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52%48%0 0 NA NA High School 530 KSF2 12.89 0.97 54%46%0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58%42%0 0 NA NA Church 560 KSF2 9.11 0.55 48%52%0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47%53%0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47%53%0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Library 590 KSF2 56.24 7.30 48%52%0 0 NA NA Hospital 610 KSF2 16.50 1.14 42%58%0 0 NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17%83%0 0 NA NA General Office 710 KSF2 11.01 1.49 17%83%0 0 NA NA Corporate Headquarters 714 KSF2 7.98 1.40 10%90%0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15%85%0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27%73%2.3 84 8 2 6 Government Office Building 730 KSF2 68.93 1.21 31%69%0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51%49%0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31%69%0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15%85%0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47%53%0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51%49%0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49%51%0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50%50%0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47%53%0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49%51%0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49%51%0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47%53%0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67%33%1.6 146 12 8 4 High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59%41%0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51%49%0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52%48%0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54%46%0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66%34%0.9 0 10 7 3 Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50%50%0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39%61%0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48%52%0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49%51%0 0 NA NA Tire Store 848 Service Bays NA 3.54 42%58%0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43%57%0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47%53%0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51%49%0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51%49%0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49%51%0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50%50%0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50%50%0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53%47%0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50%50%0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48%52%0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49%51%0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50%50%0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50%50%0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50%50%0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50%50%0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48%52%0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52%48%0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50%50%0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44%56%0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49%51%0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50%50%0 0 NA NA NA: Not Available KSF2: Units of 1,000 square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Fairhope Public Utilities August 27, 2025 Re: 301 Fairhope Ave, Pin 14359, Parcel 05-46-03-37-0-601-002.512 Gas: Gas is available through Fairhope Public Utilities. Electric: Electric is available through Fairhope Public Utilities. Sincerely, Daryl Mo Water/W o ater/Wastewater Superintendent ' r LBen Patterson Electric Superintendent 555 S. SECTION STREET, FAIRHOPE, ALABAMA 36532 •251.928.8003 FAI RHOPEAL.GOV Council Members Kevin C. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson Ben Patterson Electric Superintendent Water & Sewer: Based upon a review of the proposed development, water and sewer service by Fairhope Public Utilities is currently available. All tap fees and system development charges (SDC's) will apply, and all necessary infrastructure improvements will be at the developer's expense. This letter of availability is only valid based on what was proposed at the utility review meeting. Any changes or deviations of the proposed plan will require another utility review. This statement of availability remains effective for twelve (12) months from the date of this letter, at which time it shall expire and automatically be withdrawn. Mayor Sherry Sullivan or Wesson Assistant Gas erintendent Wes Boyett Natural Cas Superintendent Daryl Morefield Water/Wastewater Superintendent 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 August 8, 2025 Re: Fairhope Boarding House Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. FST SILDI LLC is requesting approval for The Fairhope Boarding House Project. This development will consist of a M.O.P (Multiple Occupancy Project). The property is located at the Northeast corner of Church Street and Fairhope Avenue in Fairhope, Alabama. The parcel number for this project is 05-46-03-37-0-601-002.512. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at S.E. Civil, 9969 Windmill Road, Fairhope, Alabama, on Monday, August 25, 2025. Please note this is an informational meeting only. The city staff and Planning Commission will not be present and will not be voting on this project at this time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE lsmith@secivileng.com CADCivilwnps Engineering & Surveying 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Fairhope Boarding House Community Meeting Meeting Notes Meeting Date: August 25, 2025 Meeting Time: 12:00 PM Meeting Location: SE Civil Conference Room Hosted By: Larry Smith, PE – SE Civil In Attendance Larry Smith, PE and Jonathan McGehee, Project Manager with SE Civil. No adjacent property owners or citizens from the community were present. 25 minutes after the meeting was scheduled to start, we ended the meeting since no one from the community was in attendance. Next Steps City of Fairhope Planning Commission will present the MOP application on Monday, October 6, 2025 at 5 pm. Sincerely, Larry Smith, PE lsmith@secivileng.com CADCivilWnps Engineering & Surveying From:Ryan Baker To:Hunter Simmons; Mike Jeffries Cc:Jonathan McGehee; Larry Smith, P.E. Subject:Re: Fairhope Boarding House Revised Construction Plans Date:Tuesday, December 16, 2025 3:01:05 PM ‌ Hunter & Mike. You asked for a statement clarifying the uses of the building. Below is that information. Do you need anything else prior to the Jan 5th meeting? Do you have any comments on what was submitted to date? Thanks. The new building located at 301 Fairhope Avenue (aka The Fairhope Boarding House) was designed to comply with the uses, rights and requirements of the zoning ordinance: 1st Floor - There are 2 future commercial tenant locations that face Fairhope Avenue. Tenant space number 1 is designed with the intention to lease to a restaurant or a retail space. Tenant space number 2 is designed with the intention to lease to a retail space or a professional service. Final use of each tenant space will be determined by final lessee, but shall comply with uses as allowed in the zoning ordinance. Each tenant space will be permitted separately by the individual tenant. The boarding house primary entrance and lobby faces the north. The remainder of the first floor includes a garage, storage, and services for the building. 2nd Floor - The second floor includes 13 boarding house rooms and the boarding house manager's apartment. 3rd Floor - The third floor includes 13 boarding house rooms Rooftop - The rooftop terrace is designed per the zoning ordinance requirements. The structure, that is able to be both open and enclosed, complies with the maximum of 25% of the rooftop area. And the stairs and elevators comply with the maximum of 7.5% of the rooftop area. The rooftop terrace is designed with the intention to serve meals and drinks (bar) for boarding house customers and guests. The northwestern rooftop area is identified as rooftop terrace space. This will be seasonally used as an open air extension of the restaurant/ bar structure. The southern portion of the open rooftop has been identified as an area reserved for temporary use, which may include the installation of a temporary structure for special events. The anchorage of a temporary structure will be part of the final structural design. The remainder of the rooftop area is reserved for mechanical equipment. E Of course the owners reserve all rights available to them under the zoning ordinance. The total occupant load of the rooftop terrace shall be no more than 300 people for any use. RYAN BAKER Walcott Adams Verneuille Architects One South School Street Fairhope, AL 36532 Phone 251-928-6041 Fax 251-928-6045 www.wavarchitects.com On Dec 11, 2025, at 9:39 AM, Larry Smith <lsmith@secivileng.com> wrote: Hunter/Mike, On the traffic, as mentioned, we have run the scenario multiple different ways. Each method results in less than 1000 daily trips and less than 50 peak trips. I have run an additional scenario removing the roof top restaurant, because that is only for the boarding house and their trips are already accounted for. I replaced it with a roof top bar and the total and peak trips went down. Therefore, to keep consistent and put in a worse case scenario, I would recommend to just keep the last Traffic Letter that I submitted which shows the project generating 627 daily trips and 46 peak hour trips. Please let me know if you concur. Otherwise, I can send you a revised letter showing the rooftop bar and less trips. Also, during the last PC meeting you asked about the different hotel classifications and why we utilized one versus the other. The different rows are not intended to be cumulative. They all have equations built in for estimating occupancy, employees, rooms, etc based upon the information that you have. In our scenario, we know the exact number of rooms, therefore we utilized that row. If we utilized the “occupied rooms” row it would have resulted in slightly fewer trips assuming an 80% occupancy. See below. <image002.png> I hope this answers the questions that you have. If you need anything else on this subject, please let me know. E Larry Smith, PE 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 phone www.secivileng.com <image001.jpg> From: Jonathan McGehee <jmcgehee@secivileng.com> Sent: Thursday, December 11, 2025 6:32 AM To: Hunter Simmons <hunter.simmons@fairhopeal.gov>; mike.jeffries@fairhopeal.gov Cc: Larry Smith <lsmith@secivileng.com>; Ryan Baker <ryan@wavarchitects.com> Subject: RE: Fairhope Boarding House Revised Construction Plans Good morning, Please see the attached revised floor plans. Thanks, Jonathan McGehee 9969 Windmill Road Fairhope, AL 36532 251-990-6566 www.secivil.pro <image001.jpg> From: Jonathan McGehee Sent: Wednesday, December 10, 2025 5:15 PM To: Hunter Simmons <hunter.simmons@fairhopeal.gov>; mike.jeffries@fairhopeal.gov Cc: Larry Smith <lsmith@secivileng.com>; Ryan Baker <ryan@wavarchitects.com> Subject: Fairhope Boarding House Revised Construction Plans Good afternoon Hunter & Mike, Please see the attached revised construction plans for the Boarding House. Please let me know if you have any questions. Thanks, Jonathan McGehee 9969 Windmill Road Fairhope, AL 36532 251-990-6566 SD 25.18 - Washington Square MOP City of Fairhope Planning Commission January 5, 2026 BI S H O P R D SADIE LN HOFFREN DR BI S H O P R D HOF F R E N D R TROYER CTSU M A C C I R FO X R U N SADIE LN MC C U E C I R MORPHY AVE Road Parcel Zoning: R-2 R-3 R-4 R-5 Project Name: The Reserve at Fairhope Site Data: 1.74 acres Project Type: 8-unit multiple occupancy project Jurisdiction: Fairhope Planning Jurisdiction Zoning District: R-5 High Density Dwelling Residential District PPIN Number: 108443 General Location: West side of Bishop Road just north of Morphy Avenue Surveyor of Record: S.E. Civil, LLC Engineer of Record: S.E. Civil, LLC Owner / Developer: FST Washington Square Condominium Development, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prepared by: Michelle Melton of"A‘, O( IABAW I I N □ W-E S r Ni-i w-E S L__’ 1 k f s p V CP a YOY o ", 14 n SD 25.18 – Washington Square MOP January 5, 2026 Page 1 of 5 SUMMARY OF REQUEST Public hearing to consider the request of S.E. Civil, LLC, on behalf of the owners, FST Washington Square Condominium Development, Inc., for final plat approval of Washington Square, an 8-unit Multiple Occupancy Project. The property is zoned R-5 – High Density Dwelling Residential District. The property is approximately 1.74 acres and is located on the west side of Bishop Rd. just north of Morphy Ave. SITE HISTORY On April 3, 2023, the Planning Commission approved the Preliminary Plat for this development (SD 23.12) with the following conditions: 1. The CO for residential shall not be obtained until the Final MOP plat has been approved. 2. Sidewalks to be built on the south side by Final Plat. The 2023 Preliminary Plat consisted of four (4) units with two (2) units per building. Prior to the 2023 approval the subject site was developed with an existing four (4) unit building which predated the MOP requirements being adopted into the current Subdivision Regulations. STAFF COMMENTS The subject site is served by Fairhope Utilities for Electric, Water, Sewer, and Gas. Drainage was installed during construction of the existing building prior to adoption of MOP requirements. There are two (2) small detention ponds on the western boundary of subject property. Greenspace standards for the subject site per Article V.C.(2) of the Subdivision Regulations require a minimum of 20% (approximately 0.35 ac for the subject site) for a residential MOP. As such, the submitted Greenspace Plan illustrates compliance. The Applicant submitted a substantial letter of completion from Espalier confirming the 2023 approved landscape plan has been accomplished on site with the following modifications: Two (2) Sweetbay Magnolias have been replaced with two (2) Muskogee Crape Myrtles; and the Owner has planted additional trees and shrubs along Bishop Road. As-Built plans submitted for the subject site illustrate an interior sidewalk along the south side of Sadie Lane in compliance with the conditions of approval detailed in the Notice of Action for the 2023 Preliminary Plat approval. Additionally, there is a sidewalk along the entrance to the subject site at Bishop Road. SD 25.18 – Washington Square MOP January 5, 2026 Page 2 of 5 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 25.18 Washington Square 8-unit MOP Final Plat with the following condition(s): 1. Recording of the final Operations & Maintenance Plan in Baldwin County Probate Court. EXHIBITS SD 25.18 – Washington Square MOP January 5, 2026 Page 3 of 5 Final Plat (R)NS9S8°00E S8959‘08E 330.25* 330.54' Lo□□ —1" I IJ . I EXISTING 4 UNITS IL o o J$8959‘08"E 206.61’ ICRETE DR £5=l53s • t X1N8959‘08"W 296.34’ GREENSPACE = 0.35 ACRES II 128.74 s oe SADIE LANE (PRIVATE DRIVE) 174 31’ (R)174.25‘ § I I pH in i: 1 । ll i I T . I ti © -- 1 A{ 1 5 • 2 3 Z Ju [0 , OL . o o l J 3 . J J 23 P © 63 —0 0 9 1 . 88 E5 se 35 B . S . L .0 0 ‘ O S NO O 0 0 ‘ 5 2 " E DE T E N T I O N DE T E N T I O N N 1 82hi 1^ 8 si 88 * “ IE।- - - - - - - - - - - - - - - N O O 1 1 * 2 0 " E 2 3 0 . 2 8 ’ (R ) N 0 0 0 9 * 4 6 7 E 2 3 0 .+ 6 1 L .0 0 Z 4 ( ) 27 5 58 h T2 38 8 Si l ® E‘ * z - ! „ L E I7 7 . IS .81o BI S H O P R O A D 4 0 F T . R / W EXHIBITS SD 25.18 – Washington Square MOP January 5, 2026 Page 4 of 5 Existing Conditions it2.37 XC Esseleis Ewi, r 402iMi.ratt • « 1 III T- 5I ■ a 3 3 12/11/25 03:47PM 20309 Bishop Rd Fairhope AL 36532 .. 4 - m Elaei.s rase a% ; ’ Im) --- #se. f-)Dhetee T.s . ====- set -200 —st . . or EXHIBITS SD 25.18 – Washington Square MOP January 5, 2026 Page 5 of 5 NOTICE OF ACTION TAKEN PC MEETING DATE: April 3, 2023 CASE NUMBER: SD 23.12 - Washington Square PROPERTY LOCATION: West side of Bishop Rd., just north of Morphy Ave. PPIN#: 108443 APPLICANT: S.E. Civil ENGINEER/SURVEYOR: S.E. Civil REQUEST: 8-unit MOP ACTION TAKEN BY THE COMMISSION: Approved CONDITIONS OF APPROVAL: 1. The CO for residential shall not be obtained until the final MOP plat has been approved. 2. Sidewalks to be built on the south side by final plat. CITY OF FAIRHOPE PLANNING COMMISSION PLANNING DEPARTMENT P.O. BOX 429 FAIRHOPE, AL 36533 Telephone: (251) 928-8003 CLuc? toLdLOLs Cindy Beaudreau Planning Clerk Page 5 of 10 or FA/ IABAW. APPLICATION FOR SUBDIVISION PLAT APPROVAL 0 Informal (No Fee)2] Minor Subdivision• Village SubdivisionApplication Type: • Final Plat X Multiple Occupancy Project• Preliminary Plat Name of Property Owner: Address of Property Owner: P O BOX 1004 Zip:State:City:36533FairhopeAL Proposed Subdivision Name: Washington Square No. Lots/Units:No. Acres in Plat:1.74 Parcel No: 05-4 6-0 5-16-0-000-028.672 Current Zoning: Phone Number: 251-990-6566Name of Authorized Agent: SE civil.LLC Address:9969 Windmill Road Zip:City:State:36532FairhooeAL Contact Person:Larry Smith, PE Surveyor/Engineer Information Phone Number: 251-990-6566Name of Firm: SE civil, LLC 9969 Windmill RoadAddress: Zip: 36532City:State: ALFairhope Contact Person:Larry Smith, PE SignatureProperty Ow e Is 2 S Date Attachments: Date of Application: Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. Fairhope Single Tax Corp. (If Applicable) Le//ncp- Presc X Articles of Incorporation or List all associated investors 10/28/25 YoY m 4 R-5 Property Owner / Leaseholder Information FST WASHINGTON SQUARE —1 — 1CON DOMINIUM DEVELOPMENT INC rnoIC IumDcI. Plat Fee Calculation: Reference: Ordinance 1269 Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope 6 O 4 w er/ Lacerbider Printed Nafri State Zip records of this office,3UII1VC. f Q4 Revenue CommissionerRevenue 36532 36532 36532 36532 36532 36532 36532 36532 36532 36532 36532 36532 36532 36532 36533 36535 AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL AL Pin 108431 113479 108434 108438 108439 108437 108432 109793 113478 243093 108433 627678 243089 108436 108443 14970 City FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FAIRHOPE FOLEY Parcel Number 05-46-0S-16-0-000-028.663 05-46-05-16-0-000-028.714 05-46-O5-16-O-O00-028.666 05-46-05-16-0-000 028.670 05-46-05-16-0-000-028.671 05-46-05-16-0-000-028.669 05-46-05-16-0-000-028.664 05-46-05-16-0-000-028.675 05-46-05-16-0-000-028.713 05-46-05-16-0-000-028.814 05-46-05-16-0-000-028.665 05-46-05-16-0-000-028.554-002 05-46-05-16-0-000-028.813 05-46-05-16-0-000-028.668 05-46-05-16-0-000-028.672 05-46-05-16-0-000-028.518 Address 9 FOXRUN 20300 BISHOP RD 163 WHITE AVE 58 HOFFREN DR 60 HOFFREN DR 6210 SADDLEWOOD LN 7 FOX RUN 20280 BISHOP RD 20320 BISHOP RD 20289 BISHOP RD 600 JOHNSON AVE 119 PROFESSIONAL PARK DR 8447 MORPHY AVE 54 HOFFREN DR P O BOX 1004 22950 WOLF BAY DR Owner Name FST PIERCE, HERBERT O AND PIERCE, RUTH H FST POE, CECE ADAMS FST MCELDERRY, MAURICE D AND MCELDERRY, LESLIE W FST DAUGHENBAUGH, RIELLA A AND DAUGHENBAUGH, RICHARD L FST OLMSTEAD, EVELYN M (LIFE ESTATE) FST, BAUGH, LARRY MICHAEL AND BAUGH, LYDA KATHRYN FST ALSOBROOKS, GAYLE ANN FST RHEA, PAMELA DILLARD FST WENZEL, TIMOTHY AND WENZEL, GRETCHEN FST BANKS, DEBRA A AND BANKS, KENNETH FST DUKES, SANDRA LATHEM AND DUKES, ANDREW SCOTT SR FST COSTA PROPERTIES LLC FST SMITH, BRIAN R AND SMITH, AMANDA C FSTTHAYER, ALLEN R AND HAYER, SANDRA G FST WASHINGTON SQUARE CONDOMINIUM DEVELOPMENT INC FST FAUST, BOBBY L STATE OF ALABAMA BALDWIN COUNTY I, TEDDY J. FAUST, JR., Revenue Commissioner in and for said State and County, do hereby certify that this is a true and correct copy of the Property Street Number Property Street Name 9 FOXRUNCIR 20300 BISHOP RD 3 FOXRUNCIR 58 HOFFREN DR 60 HOFFREN DR 56 HOFFREN DR 7 FOX RUN CIR 20280 BISHOP RD 20320 BISHOP RD 20289 BISHOP RD 5 FOX RUN 8409 MORPHY AVE 8447 MORPHY AVE 54 HOFFREN DR 20309 BISHOP RD 8501 MORPHY AVE JALDWN COUNTY DEC 10 4 02 PM‘96 ARTICLES OF INCORPORATION DprKESSh.. ; e 9 P5SOF = wi TB4.WASHINGTON SQUARE CONDOMINIUM DEVELOPMENT, INC. That the undersignedKNOW ALL MEN BY THESE PRESENTS: ARTICLE 1 The name of the corporationName of Corporation:1. shall be WASHINGTON SQUARE CONDOMINIUM DEVELOPMENT, INC. ARTICLE II Duration of Corporation:There is no limit to the1. duration of the corporation and its existence shall be perpetual. ARTICLE III Purposes For Which the Corporation is Organized:1. The purposes for which the corporation is organized are as follows: Owning and operating a business to engage in(a) (b) Any and all other purposes attendant to engaging transactions and all other legal activities of an Alabamain Corporation. Transacting any and all lawful business for(d) the sale and development of real property, and all other legal activities of an Alabama Corporation. which corporations may be incorporated under Section 10-2B-2.02 of the Code of Alabama (1975), being the Alabama Business Corporations Act. GEORGE W. ROBERDS, the incorporator of a corporation under the laws of the State of Alabama, does hereby adopt the following Articles of Incorporation for such corporation: 35° (c) Borrowing money, pledging assets and purchasing real or personal property. ICERFYTHSINSTRUMENT WAS am AND TAXES CJLLEGTaD ON RECORD _______ STATE CPFRAEPMA M1 5 0 0 0 9 1 P A C E 0 5 9 2 ARTICLE IV Aggregate Number of Shares: The aggregate number of1. ARTICLE V Provisions For Regulation of Internal Affairs: The1. to alter, amend or repeal the by-laws,the adoption of newor (b) Qualifications of Directors and Election:The Tenure and Duties of Officers: The(d) Election. directors of the corporation, with the exception of the President of the corporation, need not be stockholders of the corporation and the election of the directors need not be by ballot. following provisions are inserted herein for the regulation of the internal affairs of the corporation: by-laws is, and shall be, reserved to the stockholders. Any by-law may be adopted or amended at any time by a writing signed by all of the stockholders of the corporation, and any by-laws so adopted or amended shall have the same force and effect as by-laws adopted or amended at a special or regular meeting of the stockholders. officers of the corporation, other than the directors, shall be elected by the board of directors at the first meeting of such board after the annual meeting of the stockholders. Each officer and each director shall hold office until his successor shall have been elected and qualified. The duties, powers and functions of the officers shall be such as usually devolve upon such officers unless otherwise provided in, and prescribed by the by-laws. shares, and the only class of stock, which the corporation shall have authority to issue is One Thousand (1,000) shares of common stock of the par value of One Dollar ($1.00) per share. (e) Powers and Authority of Directors: In addition to the powers authorized hereinabove, or by statute conferred upon them, the directors are hereby empowered to exercise all powers and do all such acts and things as may be exercised or done by the corporation; subject, nevertheless, to the provisions of the laws Alabama, or these Articles, and to any by-laws from time to time made by the stockholders; provided, however, that no by-laws so made shall invalidate any prior act of the directors which would have been valid if such by-law had not been made. (c) Officers of Corporation: The corporation shall have a president, a vice-president, a secretary-treasurer and such other officers as the board of directors may, from time to time, provide. (a) Adoption of By-Laws: The stockholders of the corporation shall adopt the by-laws of the corporation. The power C6 S 0 3 9 4 I G O 0 J S I H ARTICLE VI Location of Registered Office and Name of Registered1. The location of the initial registered office of saidAgent: corporation shall be at Commercial Park Drive,Fairhope,363 ARTICLE VII Number of Directors and Name and Address; The number1. director until the first annual meeting of theisto serve as ARTICLE VIII andThe nameName and Address of Incorporator:1. address of the incorporator is: November15 ththis the day of , 1996. J 20.0 (SEAL) of directors constituting the initial board of directors of the corporation is one (1) ; and the name and address of the person who L0asy GEORGE W. ROBERDS George W. Roberds Post Office Drawer 1004 Fairhope, Alabama 36533 George W. Roberds Post Office Drawer 1004 Fairhope, Alabama 36533 Alabama 36532, and the name of its initial registered agent at such address is George W. Roberds. shareholders or until his successors is elected and shall qualify is : IN WITNESS WHEREOF, the undersigned has hereunto set his hand and seal as incorporator of the above named corporation on +E S 0 3 1 6 0 0 J S i n STATE OF ALABAMA COUNTY OF BALDWIN I, ROBERDS whose name is signed to the foregoing instrument and who is beingknown to me,acknowledged before me on this day that. /5k daythisGiven hand and sealunder Ar 31. Qaidwin County, Al aNotary Pu C, Expires:My Commission This instrument prepared by: SAMUEL N. CROSBY of my 1996 . informed of the contents of the instrument, he executed the same voluntarily on the day the same bears date. ma 4. STONE, GRANADE & CROSBY, P.C. Attorneys at Law Post Office Drawer 1509 Bay Minette, Alabama 36507 (334) 937-2417 Shelby oan Coaman , a Notary Public, in and for said County in 'said State, hereby certify that GEORGE W. S6 S 0 1 0 T G O O J S I N TATE OF AMA 10-2B-4.02,Code ofpursuant to the provisions of Section as available: Washington Square Condominium DevelopmentInc.P This domestic corporation name is proposed to be incorporated in use of Sam Crosby, PO DrBaldwin County and is for the exclusive period of one hundred twenty1509, Bay Minette, AL 36507 fora days beginning September 19, 1996 and expiring January 18, 1997. er so” Secretary of StateJim Bennett I, Jim Bennett, Secretary of State of the State of Alabama, having custody of the Great and Principal Seal of said State, do hereby certify that 1975, and upon an examination of the corporation records in this office, the following corporate name is reserved Alabama on file In Testimony Whereof, Ihave hereunto set my hand and affixed the Great Seal of the State, at the Capitol, in the City of Montgomery, on this day. * ★ 4 September 19, 1996 Date ♦ ' > ApPA’r VICINITY MAP N.T.S. SECTION 16, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALDWIN COUNTY, ALABAMA MO P S I T E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 DECEMBER 2025 WASHINGTON SQUARE CERTIFICATE OF APPROVAL BY THE BALDWIN COUNTY E-911 ADDRESSING THE UNDERSIGNED, AS AUTHORIZED BY THE BALDWIN COUNTY E-911 BOARD, HEREBY APPROVES THE ROAD NAMES AS DEPICTED ON THE WITHIN FINAL SITE PLAN AND HEREBY APPROVES THE WITHIN FINAL SITE PLAN FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN, ALABAMA THIS ____ DAY OF _________________, 2025. ____________________________ AUTHORIZED SIGNATURE Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a SHEET1 of 2 20221080 TLSDRAWN DATE SCALE JOB No.10/28/25 N.T.S. SE A L AF F I X RE V I S I O N DA T E I HEREBY STATE THAT ALL PARTS OF THIS SURVEY AND DRAWING 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. COMMENCE AT A FIVE-EIGHTHS CAPPED REBAR FOUND (MOORE) AT THE SOUTHEAST CORNER OF LOT 14, EAST GATE SUBDIVISION, UNIT FOUR, ACCORDING TO THE PLAT THEREOF AS RECORDED ON SLIDE 1291-A, PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 19 MINUTES 40 SECONDS WEST, ALONG THE WEST RIGHT-OF-WAY OF BISHOP ROAD, A DISTANCE OF 230.42 FEET TO A MAG NAIL AND DISC SET (SE CIVIL); THENCE DEPARTING SAID WEST RIGHT-OF-WAY, RUN NORTH 89 DEGREES 55 MINUTES 24 SECONDS WEST, ALONG THE NORTH LINE OF TROYER GROVE UNIT TWO SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MAP BOOK 11, PAGE 140 (SLIDE 984-A), PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA, A DISTANCE OF 329.78 FEET TO THE SOUTHEAST CORNER OF LOT 7, AFOREMENTIONED EAST GATE SUBDIVISION, UNIT FOUR; THENCE DEPARTING SAID NORTH SUBDIVISION LINE, RUN NORTH 00 DEGREES 11 MINUTES 20 SECONDS EAST, ALONG SAID EAST GATE SUBDIVISION, UNIT FOUR, A DISTANCE OF 230.28 FEET TO A CONCRETE MONUMENT FOUND AT THE SOUTHWEST CORNER OF LOT 11, OF SAID EAST GATE SUBDIVISION, UNIT 4; THENCE RUN SOUTH 89 DEGREES 59 MINUTES 08 SECONDS EAST, ALONG SAID EAST GATE SUBDIVISION, UNIT FOUR, A DISTANCE OF 330.34 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 1.74 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) ______________________________________ DAVID E DIEHL AL. P.L.S. NO. 26014 DATE SURVEY NOT VALID WITHOUT ORIGINAL SIGNATURE AND SEAL. CERTIFICATE OF OWNERSHIP WE, FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, HEREBY STATE THAT WE ARE THE OWNERS OF THE LANDS DESCRIBED HEREON. WE, _______________ AND __________________, WHOSE NAMES AS PRESIDENT AND SECRETARY HAVE CAUSED THE SAME TO BE SURVEYED, LAID OUT, AND RECORDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED. DATED THIS THE ___________ DAY OF ___________________2025. FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION BY:_______________________________ AS ITS: PRESIDENT BY:_______________________________ AS ITS: SECRETARY STATE OF ALABAMA COUNTY OF BALDWIN I,_________________, NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY THAT _____________________, AS PRESIDENT, AND _________________________, AS SECRETARY, OF FAIRHOPE SINGLE TAX CORPORATION, AN ALABAMA CORPORATION, AS OWNER OF THE LANDS DESCRIBED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO ARE KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND IN THEIR CAPACITY AS SUCH OWNER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAY OF______________________________2025. ________________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES CERTIFICATE OF NOTARY PUBLIC: CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE PUBLIC UTILITIES, HEREBY APPROVES THE WITHIN FINAL SITE PLAN FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA THIS ____ DAY OF _________________, 2025. ELECTRIC_____________________ GAS__________________________ WATER_______________________ SEWER_______________________ (AUTHORIZED SIGNATURES) APPROVED BY THE CITY OF FAIRHOPE PLANNING COMMISSION. BY APPROVAL OF THE FINAL SITE PLAN THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE ASSUMES NO RESPONSIBILITY FOR SURVEY ERRORS OR FOR DEFECTS OR DEFICIENCIES IN THE TITLE TO THE PROPERTY AFFECTED BY THE FINAL SITE PLAN, AND ANY SUCH RESPONSIBILITY IS HEREBY AFFIRMATIVELY DISCLAIMED. _______________________________ SECRETARY DATE CERTIFICATE OF APPROVAL BY THE PLANNING COMMISSION OF THE CITY OF FAIRHOPE, ALABAMA ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer October 28, 2025 Name of Project to which this Certificate Applies: Washington Square. Plans which are certified consist of Sheet 1 thru Sheet 2. CERTIFICATE OF APPROVAL BY AT&T THE UNDERSIGNED, AS AUTHORIZED BY AT&T, HEREBY APPROVES THE WITHIN FINAL SITE PLAN FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA THIS ____ DAY OF _________________, 2025. __________________________ (AUTHORIZED SIGNATURE) CERTIFICATE OF LEASEHOLD OWNERSHIP WE, THE UNDERSIGNED, FST WASHINGTON SQUARE CONDOMINIUM, INC AS PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE WITHIN FINAL SITE PLAN TO BE SURVEYED, LAID OUT AND RECORDED TO BE KNOWN AS THE FLATS AT EAST BAY, BALDWIN COUNTY, ALABAMA. DATED THIS ___ DAY OF _______________, 2025. GEORGE W. ROBERDS PRINT NAME SIGNATURE STATE OF ALABAMA COUNTY OF BALDWIN I,_______________, NOTARY PUBLIC IN AND FOR SAID COUNTY, IN SAID STATE, HEREBY CERTIFY THAT _____________________, AS OWNER OF THE LANDS DESCRIBED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUMENT, AND AS SUCH LEASEHOLD OWNER AND WITH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFICIAL SEAL THE _____ DAY OF______________________________2025. ___________________________________________________ NOTARY PUBLIC MY COMMISSION EXPIRES CERTIFICATE OF NOTARY PUBLIC: SITE N <)% _____ AUBURN UNIVERSITY| • FAIRHOPE Friends \13,POP 15,436'Cemetery -Fairhope • • /.R9TChurch ttI l 0 e4814ie46. /t"I dt (s) /121: 22 (44,owpen 28't ChurchBattles WharfL 8 2627K(44 30 29R Ga?0YLAKEWOOD7 LAKEWOOD ‘.Y- GOLF CLUB—s “Palic St Fra . 34: C - Christian Life Lrances <.\ALT eit Church 3j 8r=""et98%©33 34323ethel l38Point Clear (32) Church31 )• (13 3 2-6 V( Magnolia Beach Cathedral Church POINT CLEAR HOTEL AND GOLF COURSE UNIVERSITY OF SOUTH ALABAMA BALDWIN COUNTY I ITwin Beach I Fairhope School 98r) Good Samaritan Church -04r 181 Era Church । GULF COAST I EXPERIMENT STATION MRO R •—Church - =i i ] 35 South River * 6 = Church ALT 98) "M I I I m m m q 9 8 8 mi s >% 98 3 SC E N S XA B A M ‘M l i n s m m u n v v -F R O C S S I O N A D s 33 1 0 / 2 8 / 2 5 $P 1/4"CRF 28" TBM - 5/8" RED CAPPED REBAR STAMPED SE CIVIL CONTROL PT N=189718.423 E=1849298.137 EL=117.87' BI S H O P R O A D 4 0 F T . R / W (MOORE) 5/8"CRF (MOORE) 1/4"CRF (MOORE) 5/8"CRF (MOORE) 1/2"CRF (ILLEGIBLE) (0.26' N) 1/2"CRF (ILLEGIBLE) CONCRETE DRIVE CONCRETE DRIVE EX. ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K CMF 1/2"CRF 5/8"CRF (MOORE) (ILLEGIBLE) 30 ' B . S . L . 10' B.S.L. 10' B.S.L. 35 ' B . S . L . 1.74 AC. ± MNS P.O.B. EXISTING 4 UNITS DE T E N T I O N GREENSPACE = 0.35 ACRES DE T E N T I O N 24' 29 . 3 ' 20 ' 24' 24 . 3 ' CONCRETE DRIVEWAY (TYP.) SEE DETAIL CONCRETE SIDEWALK (TYP.) SEE DETAIL 4 4 44 4 4 1.5" ASPHALT WEARING SURFACE SADIE LANE (PRIVATE DRIVE) 2 UNITS 2 UNITS 50 ' U T I L I T Y EA S E M E N T SHEET2 of 2 20221080 TLSDRAWN DATE SCALE JOB No.10/28/25 1"=20' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call MO P S I T E P L A N CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REFER TO THE LANDSCAPING PLANS FOR PLANTING LOCATIONS AND DETAILS. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK.THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED R-5. NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION. ALL STRIPING IN R.O.W. TO BE CLASS A TYPE 2 THERMOPLASTIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BESTORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACECAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE PREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS.NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THEENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =1.74 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER PARKING QUANTITY CONCRETE PAVING HEADER CURB RIBBON CURB PARKING DATA TOTAL REQUIRED (2 SPACE/UNIT) = PARKING REQUIREMENT SPACES 16 BUILDING (UNDER ROOF) SITE ANALYSIS 17,351 SF SITE ACREAGE (PROPOSED) ±1.74 AC (75,993 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 30 FT 10 FT 35 FT 30 FT BUILDING HEIGHT 30 FT PROVIDED PARKING 24 SPACES REQUIRED PARKING 16 SPACES (SEE PARKING DATA) MAX. GROUND COVERAGE RATIO:30% JURISDICTION CITY OF FAIRHOPE PERVIOUS AREA 0.98 AC (56.3%) IMPERVIOUS AREA 0.76 AC (43.7%) REQUIRED: PROPERTY AREA LAND USAGE --1.74 ACRES BUILDING AREA (UNDER ROOF)23.0%0.40 ACRES IMPERVIOUS PAVING 0.36 ACRES PERVIOUS PAVING 0 ACRES DESCRIPTION % OF PROPERTY AREAAREA 20.7% 0% GRASSED/LANDSCAPED AREA 0.98 ACRES 56.3% ZONING R-5 TOTAL PROVIDED =24 MAX. DENSITY:10 UNITS/AC CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS21.OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.22. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED23. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN24. COMPLETED. X Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 800 10 20 40 20 SCALE Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a GREENSPACE CALCULATIONS (CITY OF FAIRHOPE): ACREAGE IN TOTAL TRACT: 1.74 ACRES WETLANDS:0.00 ACRES PONDS:0.14 ACRES ASPHALT ROADS:0.20 ACRES NET ACREAGE: 1.40 ACRES DENSITY (NET) = 8 UNITS/1.40 ACRES: 5.71 UNITS/ACRE GREENSPACE REQUIRED (20% OF 1.74 ACRES): 0.35 ACRES GREENSPACE PROVIDED:0.35 ACRES ASPHALT PAVING I I - 51 I J 0 I II I 1I r । I1I I I I I I 128.74’ INSTRUMENT No. 1257124 I I I SIDEWALK 0.8‘ OVER co O ( O FST OLMSTEAD INSTRUMENT NO. 6334 s 8 I LOT 14 EAST GATE UNIT FOUR (SUDE 1291-A) co co to N LOT 11 INSTRUMENT NO. 1234448 INSTRUMENT NO. 1482275 J ——rOII___ I o — c "N| U/u O O o o “1 i oO ,S89’59’08”E 296.61’ C( NCRf i E f 1 TT N89’59’08”W 296.34’ Or N i— 1a —H E l O O O Lo o_ I (R)S89’58'00”W 330’ | N8955‘24”W 329.78’ 1 (SLIDE 984 - A) (MAP 11 PAGE 14 I I (R)N89’58’00”E S89'59’08”E 78.00’ (R)78.00' 78.04’ (R)78.00’ 330.25’ 330.34’ 1 I I I I ||IAI U 174.31’ (R) 174.25’ I IVJ FENCE ONLINE . FENCE 1.0‘ S kA IV FENCE_J 1.2‘ S 4- EAST GATE UNIT FOUR (SLIDE 1291-A) 1 FENCE ,0.2 N I I I i I I I I I I 1 B J O LO FST SMITH INSTRUMENT NO. 1850350 LOT 12 EAST GATE UNIT FOUR (SUDE 1291-A) FST BAUGH INSTRUMENT NO. 1016851 LOT 13 EAST GATE UNIT FOUR (SUDE 1291-A) I TROYER GROVE U N I TI 2 Oo I I I (SLIDE 1291-A) FST SHU CNSTRUMENT NO. 1509839 I | I I I I I| I | | (R)N89'58’00"E 175.00’ N89’55’24”W 175.22’ LOT 8 EAST GATE UNIT FOUR. FST FULFORD INSTRUMENT NO. 617913 8+ o O LOT 7 EAST GATE UNIT FOUR (SUDE 1291-A) FST MCELDERRY INSTRUMENT NO. 1383599 LOT 9 EAST GATE UNIT FOUR (SLIDE 1291-A) 3) 0 I 5 0 . 0 0 ’ 23 0 . 4 2 ’ (R ) 2 3 0 . 0 0 ’ I I I I I I SO O * 1 9 ’ 4 0 " W — 7 (R ) S O O " 1 3 ’ 2 7 " W dC 9 , 0 0 . 0 0 N NO O * 1 1 ’ 2 0 E 2 3 0 . 2 8 ’ (R ) N 0 0 ‘ 0 9 ’ 4 6 ” E 2 3 0 ’ ‘0 CE N S , WA B A M . 31 0 / 2 8 / 2 5 s "n A PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVERSITE PLAN GRADING & DRAINAGE PLAN for CONTACTS Washington Square C01 C03 C04 UTILITY PLAN GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CONSTRUCTION DETAILS CONSTRUCTION DETAILS Bishop Road C05C06 C07 CONSTRUCTION DETAILS R Know what's below. before you dig.Call C08 CONSTRUCTION DETAILS EROSION & SEDIMENT CONTROL PLAN LEGAL DESCRIPTION Fairhope, Alabama 36532 Developer: Washington Square Condominium Development, Inc.PO Box 1004 Fairhope, AL 36533 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering& Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer October 28, 2025 Name of Project to which this Certificate Applies: Washington Square. Plans which are certified consist of Pages Cover Sheet thru Sheet C09. COMMENCE AT A FIVE-EIGHTHS CAPPED REBAR FOUND (MOORE) AT THE SOUTHEAST CORNER OF LOT 14, EAST GATE SUBDIVISION, UNIT FOUR, ACCORDING TO THE PLAT THEREOF AS RECORDED ON SLIDE 1291-A, PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA AND RUN THENCE SOUTH 00 DEGREES 19 MINUTES 40 SECONDS WEST, ALONG THE WEST RIGHT-OF-WAY OF BISHOP ROAD, A DISTANCE OF 230.42 FEET TO A MAG NAIL AND DISC SET (SE CIVIL); THENCE DEPARTING SAID WEST RIGHT-OF-WAY, RUN NORTH 89 DEGREES 55 MINUTES 24 SECONDS WEST, ALONG THE NORTH LINE OF TROYER GROVE UNIT TWO SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN MAP BOOK 11, PAGE 140 (SLIDE 984-A), PROBATE COURT RECORDS, BALDWIN COUNTY, ALABAMA, A DISTANCE OF 329.78 FEET TO THE SOUTHEAST CORNER OF LOT 7, AFOREMENTIONED EAST GATE SUBDIVISION, UNIT FOUR; THENCE DEPARTING SAID NORTH SUBDIVISION LINE, RUN NORTH 00 DEGREES 11 MINUTES 20 SECONDS EAST, ALONG SAID EAST GATE SUBDIVISION, UNIT FOUR, A DISTANCE OF 230.28 FEET TO A CONCRETE MONUMENT FOUND AT THE SOUTHWEST CORNER OF LOT 11, OF SAID EAST GATE SUBDIVISION, UNIT 4; THENCE RUN SOUTH 89 DEGREES 59 MINUTES 08 SECONDS EAST, ALONG SAID EAST GATE SUBDIVISION, UNIT FOUR, A DISTANCE OF 330.34 FEET TO THE POINT OF BEGINNING. TRACT CONTAINS 1.74 ACRES, MORE OR LESS. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) VICINITY MAP N.T.S. SECTION 16, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALDWIN COUNTY, ALABAMA SITE MORPHY AVE.C09 STORM SEWER PROFILES ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. CONRAD HAVRANEK 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CITY ENGINEER CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 FAIRHOPE AVE. BI S H O P R O A D AS-BUILT 2 No. 26348 c =0sr%alee2 “SLARK"ARwys 99 Mrs. Angela Martinsen Fairhope Ave Fairhope Ave Fairhope Ave Fairhope Ave 9g99Urology Associat of MobA 2 9 5 Poffren Dr o 2Holti" All Health Pet Care PC 99fren’s Auto( ■agnostics 46]46] 9 Eastern Shore Ob-Gyn NAve arlett Ave CAD I ? 6 « o [Fairhope Avenue Baptist Church X / 46] §8 2 2 / Fairhope Unitarian ( Fellowship i85 9 3 8 <2 2 — IO. LOUTO — --- o*- PROFESSIONAL -*E WABAM, SOCENSo c Woodstock "Specialty Lumber " Building materials stor gi2 % 5 3 9 Department of Motor Vehicles 9 Concierge Medicine - Dr, Michael L McBrearty 9 $9 8‘ I 3 28" BI S H O P R O A D 4 0 F T . R / W CONCRETE DRIVE CONCRETE DRIVE EX. ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K 30 ' B . S . L . 10' B.S.L. 10' B.S.L. 35 ' B . S . L . 1.74 AC. ± P.O.B. EXISTING 4 UNITS DE T E N T I O N GREENSPACE = 0.35 ACRES DE T E N T I O N 24' 29 . 3 ' 20 ' 24' 24 . 3 ' CONCRETE DRIVEWAY (TYP.) SEE DETAIL CONCRETE SIDEWALK (TYP.) SEE DETAIL 4 4 44 4 4 1.5" ASPHALT WEARING SURFACE SADIE LANE (PRIVATE DRIVE) 2 UNITS 2 UNITS SHEETC01 20221080 TLSDRAWN DATE SCALE JOB No.10/28/25 1"=20' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T SI T E P L A N CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED ORRELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REFER TO THE LANDSCAPING PLANS FOR PLANTING LOCATIONS AND DETAILS. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK.THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED R-5. NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION. ALL STRIPING IN R.O.W. TO BE CLASS A TYPE 2 THERMOPLASTIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BESTORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACECAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIRE PREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS.NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED, RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGS SHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THEENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =1.74 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER PARKING QUANTITY CONCRETE PAVING HEADER CURB RIBBON CURB PARKING DATA TOTAL REQUIRED (2 SPACE/UNIT) = PARKING REQUIREMENT SPACES 16 BUILDING (UNDER ROOF) SITE ANALYSIS 17,351 SF SITE ACREAGE (PROPOSED) ±1.74 AC (75,993 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 30 FT 10 FT 35 FT 30 FT BUILDING HEIGHT 30 FT PROVIDED PARKING 24 SPACES REQUIRED PARKING 16 SPACES (SEE PARKING DATA) MAX. GROUND COVERAGE RATIO:30% JURISDICTION CITY OF FAIRHOPE PERVIOUS AREA 0.98 AC (56.3%) IMPERVIOUS AREA 0.76 AC (43.7%) REQUIRED: PROPERTY AREA LAND USAGE --1.74 ACRES BUILDING AREA (UNDER ROOF)23.0%0.40 ACRES IMPERVIOUS PAVING 0.36 ACRES PERVIOUS PAVING 0 ACRES DESCRIPTION % OF PROPERTY AREAAREA 20.7% 0% GRASSED/LANDSCAPED AREA 0.98 ACRES 56.3% ZONING R-5 TOTAL PROVIDED =24 MAX. DENSITY:10 UNITS/AC CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS21.OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.22. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED23. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN24. COMPLETED. X Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 800 10 20 40 20 SCALE Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a GREENSPACE CALCULATIONS (CITY OF FAIRHOPE): ACREAGE IN TOTAL TRACT: 1.74 ACRES WETLANDS:0.00 ACRES PONDS:0.14 ACRES ASPHALT ROADS:0.20 ACRES NET ACREAGE: 1.40 ACRES DENSITY (NET) = 8 UNITS/1.40 ACRES: 5.71 UNITS/ACRE GREENSPACE REQUIRED (20% OF 1.74 ACRES): 0.35 ACRES GREENSPACE PROVIDED:0.35 ACRES ASPHALT PAVING | | | I l II I I I I 1 J 1 ---------------- LFENCE • | 1 ) 0 I —5LO II Ill O Oo o I III[GE) L I "N| U/u O O —o o Lu loo o // 1 IC( NCRE i ‘ I o |4 ][ ] [ ]I |I Oj I Oo n I I li Ar T mHT I ■ -—E—H E l I O O O 14o o lI11AAloI +I 1 I I I TROYER GROVE U N I TI 2 I (SLIDE 984 - A)1(MAP 11 PAGE 143) I I I I I I I I I | I I I IAI L’ SIDEWALK 0.8’ OVER kA IV I IVJ FENCE 1.0’ S FENCE ONLINE . FENCE_’ 1.2’ S I -L FST CASSTEVENS INSTRUMENT NO. 1257124 FST MCELDERRY INSTRUMENT NO. 1383599 FST OLMSTEAD INSTRUMENT NO. 633432 4 o s a k FST SHIRKEY INSTRUMENT NO. 1509839 FST BAUGH INSTRUMENT NO. 1016851 FST THAYER INSTRUMENT NO. 1234448 LOT 7 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 12 EAST GATE UNIT FOUR (SUDE 1291-A) LOT 13 EAST GATE UNIT FOUR (SUDE 1291-A) LOT 9 EAST GATE UNIT FOUR (SLIDE 1291-A) FST SMITH INSTRUMENT NO. 1850350 LOT 14 EAST GATE UNIT FOUR (SUDE 1291-A) FST RICH INSTRUMENT NO. 1482275 g FST FULFORD INSTRUMENT NO. 617913 LOT 8 EAST GATE UNIT FOUR (SLIDE 1291-A) FST CHANT INSTRUMENT NO. 147 I LOT 11 EAST GATE UNIT FOUR (SLIDE 1291-A) ’0 CE N S , WA B A M . 2- 1 0 / 2 8 / 2 5 S P e "n A RIM:114.8' 28"INV:114.45' BI S H O P R O A D 4 0 F T . R / W CONCRETE DRIVE CONCRETE DRIVE EX. ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K 1.74 AC. ± 12"CPP 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P INV:113.3' RIM:118.0'INV:115.4' 118 117 116 117 117 117 117 11 7 11 8118 118 118 118 118 117 118 117 11 6 11 6 11 6 11 7 118 11 8 118118 11 7 116 116 11 6 P.O.B. EXISTING 4 UNITS DE T E N T I O N DE T E N T I O N FFE=118.50 11 5 FFE=118.67 11 8 11 4 . 5 0 11 6 11 7 11 5 11 4 . 6 0 JB#A1 TOP=116.79 INV IN=113.46(W) INV OUT=113.46(NE) 249LF - 15" HDPE @ 0.37% 27LF - 15" HDPE @ 0.98% JB#A2 TOP=117.82 INV IN=114.39(SW) INV IN=114.39(N) INV OUT=114.39(E) OCS#A5 TOP=118.03 INV OUT=114.65(NE) 62LF - 15" RCP @ 0.34% JB#A3 TOP=118.16 INV IN=114.60(NW) INV OUT=114.60(S) 25LF - 15" HDPE @ 0.57% OCS#A4 TOP=118.71 INV OUT=114.74(SE) 49LF - 18"x11" RCAP @ 0.33% PATCH ASPHALT (SEE DETAIL) TIE TO EXISTING STRUCTURE 118.17 118.17 118.17 118.00 118.00 118.00 118.00 118.00 118.00 SADIE LANE (PRIVATE DRIVE) 118.17 118.17 118.17118.17 2 UNITS 2 UNITS SHEETC02 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T GR A D I N G & D R A I N A G E P L A N SITE SHALL BE GRADED TO ASSURE DRAINAGE OF SURFACE WATER AWAY FROM THEBUILDING PAD.22. FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X (UNSHADED). PIPE LENGTHS SHOWN ARE LINEAR DISTANCES BETWEEN CENTER TO CENTER OFSTRUCTURES. THE CONTRACTOR SHALL DETERMINE THE QUANTITY OF PIPE NEEDED FOR THE JOB, BASED ON SLOPE LENGTH AND WHOLE STANDARD PIPE SECTIONS. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX.DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILSENGINEER. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPESBETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BE WELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, SILT BARRIERINSTALLATION AND DETENTION FACILITIES ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURINGCONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLICSAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE END OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 20. 21. HDPE, ADS N12 PIPE PER SPECIFICATIONS. TEMPORARY SEDIMENT BASIN FEATURES ARE TO BE CONSTRUCTED AND FULLY OPERATIONALPRIOR TO ANY OTHER CONSTRUCTION OR GRADING.23. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM.24. PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX HIGH POINT HP TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN UD X" MITERED END SECTION (MES) PVC, SCH. 40 PIPE PER SPECIFICATIONS. DETENTION POND AND TEMPORARY SEDIMENT BASIN FEATURES ARE TO BECONSTRUCTED AND FULLY OPERATIONAL PRIOR TO ANY OTHER CONSTRUCTION OR GRADING. 25. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 800 10 20 40 20 SCALE 20221080 TLS 10/28/25 1"=20' Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a | | |IlI I I I I IINSTRUMENTINSTRUMEN TRUMENT NO. 148227"71 1111J oelC□ 1 [—I O O \IX O O \id I\\IIDi Bl 2Ea=I /II"NJ CU" /1 \)I /ZN OO 1 I\if I I C( NCR! T1 I II J[(CONCRETE CURB l I □□I HI □I I/\II □□/Oo II2/I I ll I I_D12 Ar HI?iII -----I I ' . .1 11II ■I 11 |O O II3OoO N 0 | 1 I I 1TROYER GROVE U N I TI 2 I(SLIDE 984 - A) (MAP 11 PAGE 143) \ । \ I V IAT IJ 11 A IVJ A LV.J 1 I FST FULFORD INSTRUMENT NO. 6179 FST MCELDERRY INSTRUMENT NO. 1383599 1 I - FST CASSTEVENS INSTRUMENT NO. 1257124 LOT 7 EAST GATE UNIT FOUR (SLIDE 1291-A) D o FST CHANT INSTRUMENT NO. 1477137 LOT 12 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 13 EAST GATE UNIT FOUR (SLIDE 1291-A) FST SMITH INSTRUMENT NO. 1850350 LOT 9 EAST GATE UNIT FOUR (SLIDE 1291—A)/ LOT 8 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 11 EAST GATE UNIT FOUR (SUDE 1291-A) LOT 14 EAST GATE UNIT FOUR (SLIDE 1291-A) FST OLMSTAD INSTRUMENT NO. 633432— Ifo —H H x FST SHIRKEY INSTRUMENT NO. 1509839 I I ‘0 CE N S , AB A M 31 0 / 2 8 / 2 5 s "n A 28" BI S H O P R O A D 4 0 F T . R / W CONCRETE DRIVE CONCRETE DRIVE EX. ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K 1.74 AC. ± 12"CPP 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P 118 117 116 117 117 117 117 11 7 11 8118 118 118 118 118 117 118 117 11 6 11 6 11 6 11 7 118 11 8 118118 11 7 116 116 11 6 P.O.B. EXISTING 4 UNITS DE T E N T I O N DE T E N T I O N 11 5 11 8 11 4 . 5 0 11 6 11 7 11 5 11 4 . 6 0 DU M P S T E R LO C A T I O N CONCRETE/PAINT WASHOUT PORT-O-LET LOCATION TS PS MU CEP SB TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU TS PS MU CEP XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X SB SB WW WW X X X X X X X X X FIPFIP FIP SADIE LANE (PRIVATE DRIVE) TS PS MU 2 UNITS 2 UNITS SHEETC03 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T ER O S I O N & S E D I M E N T CO N T R O L P L A N 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FOR THE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6. IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS. IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS.ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OFEROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSIONCONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED1/3 OF THE CAPACITY OF THE DEVICE. CONTACT LARRY SMITH, PE 251-990-6566. AREA TO BE DISTURBED = 0.81 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ANDPRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THEINSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION.9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18. DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONALEROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUT THE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY 21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. REFER TO THE LANDSCAPE PLANS FOR FINAL STABILIZATION MEASURES.24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 6. INSTALL SEDIMENT BASIN AND ASSOCIATED STORM PIPE. INSTALL TREE PROTECTION FENCING PER TREE PROTECTION ORDINANCE. 4.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY BUILDING CONSTRUCTION. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. INSTALL STORM SYSTEM AND UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. SEDIMENT POND, AND CONSTRUCTION EXIT. CONSTRUCT BUILDINGS.3. 7.ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP & TREE PROTECTION INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED, REMOVE BMPS AND TREE PROTECTION. STABILIZE ANY AREAS DISTURBED BY BMP AND TREE PROTECTION REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING AND FINAL LANDSCAPING. 4. USDA SOIL SURVEY CLASSIFICATIONS MaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG C ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS25.OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. CONTRACTOR TO CLEAN OUT ACCUMULATED SEDIMENT IN THE DETENTION POND AT THE END27. OF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 28.INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN 29.EXCELSIOR JUTE MAT. Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 800 10 20 40 20 SCALE 20221080 TLS 10/28/25 1"=20' Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a PRACTICE FIP SB CODE CEP EROSION CONTROL PRACTICES MU TS PS CIP W CONSTRUCTION EXIT PAD SEDIMENT BARRIER FABRIC DROP INLET PROTECTION MULCHING TEMPORARY SEEDING PERMANENT SEEDING CURB INLET PROTECTION STRAW WATTLES | | |IlI I I I I IINSTRUMEN NO. 1234448 INSTRUME ]7Jl ) o I I5IIOO\X O O O \III. S;7 \I IIIINSTRUMENT I 1I / /1)nn V V'I/T p I /IZOXo IP\|©I |I□ CONCRETE CURB sIT IOI (CONCRETE CURB OI oFST CHANT IINSTRUMENT NO. 1477137 I I &I\—/ 2/I / -(mH |I - 2--S I|I IIII\55O |O o II OOO IAC I —0O I I IITROYER GROVE U N I TI 2 1(SLIDE 984 - A) (MAP 11 PAGE 141) \ । \ I V IAT L FST MCELDERRY RUMENT NO. 1383599 £ ■ NO. 1509839 FST CASSTEVENS INSTRUMENT NO. 1257124 LOT 7 EAST GATE UNIT FOUR (SLIDE 1291-A) o-14 FST FULFORD INSTRUMENT NO. 617913 LOT 12 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 9 EAST GATE UNIT FOUR (SLIDE 1291 -A) LOT 13 EAST GATE UNIT FOUR (SUDE 1291-A) LOT 14 EAST GATE UNIT FOUR (SLIDE 1291-A) FST OLMSTEAD. FST SMITH INSTRUMENT NO. 1850350 LOT 8 EAST GATE UNIT FOUR (SUDE 1291-A) - 4? LOT 11 EAST GATE UNIT FOUR (SUDE 1291-A) INSTRUMENT No. 1482275 ‘0 CE N S , AB A M 31 0 / 2 8 / 2 5 s "n A OH P OH P OH P OH P OH P OH P OH P OH P OH P OH P FOL FOL FOL FO L FOL FOL G G G RIM:114.8' 28"INV:114.45' RIM:116.5' BI S H O P R O A D 4 0 F T . R / W CONCRETE DRIVE CONCRETE DRIVE EX. ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS 1.74 AC. ± 12"CPP 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P INV:113.3' RIM:118.0'INV:115.4' INV:112.9' 119 118 117 116 117 117 117 117 11 7 11 8118 118 118 118 118 117 118 117 11 6 11 6 11 6 11 7 118 118 118118 11 7 116 116 11 6 P.O.B. EXISTING 4 UNITS DE T E N T I O N DE T E N T I O N 11 5 11 8 11 4 . 5 0 11 6 11 7 11 5 11 4 . 6 0 W W W W W W W W W W W W W W W WW WW EXISTING SEWER LINE INSTALL MANHOLE ON PIPE END SS SS SS C.O. C.O. 6" DIP FAIRHOPE PUBLIC UTILITIES SHALL MAKE THE TAP, BORE, AND BRING THE WATER MAIN TO THE R/W LINE APPROXIMATE LOCATION OF EXISTING 14" MAIN T PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT PR O P O S E D U T I L I T Y E A S E M E N T EXISTING 6" PVC SEWER LATERAL PROPOSED TRANSFORMER LOCATION, COORDINATE WITH UTILITY PROPOSED STREET LIGHT PROPOSED STREET LIGHT WWWWWWWWWW APPROX. LOCATION OF EXISTING 2" WATER MAIN (TO BE ABANDONED) SADIE LANE (PRIVATE DRIVE) TIE EXISTING SERVICES TO NEW WATER MAIN TIE EXISTING SERVICES TO NEW WATER MAIN FIRE HYDRANT ASSEMBLY SEE DETAIL 2 UNITS 2 UNITS 50 ' U T I L I T Y EA S E M E N T TW SHEETC04 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T UT I L I T Y & S T R E E T L I G H T I N G P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 800 10 20 40 20 SCALE 20221080 TLS 10/28/25 1"=20' Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THECONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 9. 10. 11. 12. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. 13. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, CONTRACTOR AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONSTHE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN CONTRACTOR TO PROVIDE SURVEYED AS-BUILT OF WATER AND SEWER SYSTEMS AS INSTALLED PRIOR TO REQUESTING A PUNCH LIST. REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILESTRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THEBACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. 6. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATELEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS UNDER 4" SHALL CONFORM TO THE REQUIREMENTS OF ASTM D2241. PIPE SHALL HAVE A MINIMUM PRESSURE RATING OF 200 PSI, SDR 21 OR HEAVIER. WATER MAINS 4"-12" SHALL BE DUCTILE IRON PIPE PER FPU SPECIFICATIONS. 7. 8. POST INDICATOR VALVE VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY MANHOLE WATER SANITARY SEWER THRUST BLOCK UNDERGROUND ELECTRIC GAS UGE PROPOSED G OHP OVERHEAD POWER UGE OHP WW FH SS CLEAN OUT WW C.O. UTILITY LEGEND I J I I I I I I I 11IIINSTRUMENT NO. 1016851 INSTRUMENT NO. 1383599 1 A□ |s III5 J lO O /O O \X II OO \l\; /\s U /UV U" /T O O //ZN O O I \ - ________I ILe□ I IICRETE CURB IA J (CONCRETE CURB —%I R V D I2/IOo n4D £I“SSUle IIe |—H H a •P IVs ilIIO|||Oo o \ I 7 0r | l I TROYER GROVE U N I TI 2 (SLIDE 984 - A) (MAP 11 PAGE 143) I \ I \ I V IAI LV w IAI u yB FST SHIRKEY TRUMENT NO. 1509839 FST CASSTEVENS INSTRUMENT NO. 1257124 FST FULFORD NSTRUMENT NO. 617913 o-4 LOT 13 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 12 EAST GATE UNIT FOUR (SUDE 1291-A) FST THAYER INSTRUMENT NO. 1234448 FST CHANT INSTRUMENT NO. 1477137 FST SMITH INSTRUMENT NO. 1850350 LOT 8 EAST GATE UNIT FOUR (SLIDE 1291-A) I/ LOT 7 EAST GATE UNIT FOUR (SUDE 1291-A) LOT 11 EAST GATE UNIT FOUR (SLIDE 1291-A) IrO- LOT 14 EAST GATE UNIT FOUR (SLIDE 1291-A) FST OLMSTEADINSTRUMENT NO. 633432— ------------- --------------------------- -91 LOT 9 EAST GATE UNIT FOUR (SUDE 1291 -A) INSTRUMENT NO. 1482275 ‘0 CE N S , AB A M l X □ • • 3 ► I I I I I I I 1111 31 0 / 2 8 / 2 5 s "n A EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE EX-A4 PROFILE 105 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 105 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 EL E V A T I O N EL E V A T I O N STATION STATION STORM LINE A2-A5 PROFILE 105 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 105 106 108 110 112 114 116 118 120 122 124 126 128 130 132 134 -0+50 0+00 0+50 1+00 -0+50 0+00 0+50 1+00 JB # A 1 TO P = 1 1 6 . 7 9 IN V I N = 1 1 3 . 4 6 ( W ) IN V O U T = 1 1 3 . 4 6 ( N E ) 249LF - 15" HDPE @ 0.37% JB # A 2 TO P = 1 1 7 . 8 2 IN V I N = 1 1 4 . 3 9 ( S W ) IN V I N = 1 1 4 . 3 9 ( N ) IN V O U T = 1 1 4 . 3 9 ( E ) 62LF - 15" RCP @ 0.34% JB # A 3 TO P = 1 1 8 . 1 6 IN V I N = 1 1 4 . 6 0 ( N W ) IN V O U T = 1 1 4 . 6 0 ( S ) 25LF - 15" HDPE @ 0.57% OC S # A 4 TO P = 1 1 8 . 7 1 IN V O U T = 1 1 4 . 7 4 ( S E ) 49LF - 18"x11" RCAP @ 0.33% GR A T E : 1 1 4 . 8 ' IN V : 1 1 3 . 3 ' EX I S T I N G D I EXISTING GRADE PROPOSED GRADE JB # A 2 TO P = 1 1 7 . 8 2 IN V I N = 1 1 4 . 3 9 ( S W ) IN V I N = 1 1 4 . 3 9 ( N ) IN V O U T = 1 1 4 . 3 9 ( E ) OC S # A 5 TO P = 1 1 8 . 0 3 IN V O U T = 1 1 4 . 6 5 ( N E ) 27LF - 15" HDPE @ 0.98% PROPOSED GRADE SHEETC05 DRAWN DATE SCALE JOB No. SEE DRAWING SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call AS - B U I L T ST O R M S E W E R P R O F I L E S 0 2.5 5 VERTICAL SCALE: 1" = 5' 100 20 40 GRAPHIC SCALE HORIZONTAL SCALE: 1" = 20' Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20221080 TLS 10/28/25 Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a "m m i y SL A R K . CE N S , Wv a v + + + + + + + + + + + + 1I| I tI! + + + + + + + + + + + + 21 0 / 2 8 / 2 5 s e e %l e e y o SHEETC06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E AS - B U I L T CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 20221080 TLS 10/28/25 N.T.S. 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 COMPACTED SUBGRADE NOTE: SEE DETAIL FOR JOINTS SCALE: NTS CONCRETE PAVEMENT DETAIL WELDED WIREMESH (TYP.)2" ABOVESUBGRADE 4" - 4,000 PSI CONCRETE MIN. 500 PSI FLEXURAL STRENGTH TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 50' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. PIPE REQ'D. MIN. 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MIX 429) EXISTING ASPHALT PAVEMENT EXISTING BASE COURSE REQ'D. SS1 OR SS1h TACK COAT 1'1' REQ'D: SAW CUT (TYP. ) BACKFILL MATERIAL MIN.MIN.MIN.MIN. TRENCH WEARING SURFACE 1' BASE MATERIAL 1' REQ'D. 6 INCH MIN. THICKNESS OF BASE MATERIAL PAVEMENT PATCH SCALE: NTS 2'-0" JUNCTION BOX FRAME AND COVER 24"Ø HEAVY DUTY COVER NOTE: BOX SIZE SHALL BE ADEQUATE TO ACCOMMODATE SIZES AND ANGLES OF ENTRY OF ALL PIPES ENTERING STRUCTURE WITH A MINIMUM WALL THICKNESS OF 6" BETWEEN PIPES. SCALE: NTS JUNCTION BOX (JB) DETAIL TO CREATE A WATER TIGHT SEAL PRECAST REINFORCED CONCRETE MANHOLE SECTION CONFORMING TO LATEST REVISION OF ASTM C913 REINFORCED CONCRETE COLLARS AS NEEDED FLEXIBLE JOINT SEALANT - TO FILLAT LEAST 75% OF JOINT CAVITY SET FRAME IN FULL BED OF MORTAR 6"3'-0" MIN. 8"MIN REINFORCED TO MEET H-20 LOADING OUTSIDE OF PIPE +2" CLEARANCE MIN. 0.14 SQ. IN. STEEL PER VERTICAL FOOT, PLACEDACCORDING TO ASTM C913SPECIFICATIONS STEPS ON ALL STRUCTURES OVER FOUR FEET TALL REFER TO SPECS 3" CLEAR MORTAR ALL JOINTS IMPRINTED WITH "STORM" AGGREGATE FOUNDATION 6" COMPACTED GRADED ELEVATION=117.03 DISCHARGE PIPE OUTLET PIPE ELEVATION=118.03' ELEVATION=114.65' STRUCTURE BOTTOM ELEVATION=116.62 100 YEAR FLOOD ELEV. STRUCTURE TOP SECTION A-A PLAN VIEW 48" 48 " ON FOUR SIDES OUTLET CONTROL STRUCTURE (A5) DETAIL JUNCTION BOX FRAME AND COVER EJIW V1867 RING & COVER OR APPROVED EQUAL AGGREGATE FOUNDATION 6" COMPACTED GRADED AGGREGATE FOUNDATION 6" COMPACTED GRADED A A FRONT VIEW EMERGENCY OVERFLOW SCALE: NTS 6" 36" ELEVATION=114.65' 5" ORIFICE NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE-EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSIONJOINT FILLER ADJACENT TO ALL STRUCTURES OROTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINALJOINT TRANSVERSE JOINT ISOLATION JOINT SEENOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR#5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C.14" LENGTH, LIGHTLY GREASESMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEALSAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a 24" ELEVATION=116.28 24" WEIR ELEVATION=117.71 DISCHARGE PIPE OUTLET PIPE ELEVATION=118.71' ELEVATION=114.74' STRUCTURE BOTTOM ELEVATION=117.57 100 YEAR FLOOD ELEV. STRUCTURE TOP SECTION A-A PLAN VIEW 48" 48 " ON FOUR SIDES OUTLET CONTROL STRUCTURE (A4) DETAIL JUNCTION BOX FRAME AND COVER EJIW V1867 RING & COVER OR APPROVED EQUAL AGGREGATE FOUNDATION 6" COMPACTED GRADED AGGREGATE FOUNDATION 6" COMPACTED GRADED A A FRONT VIEW EMERGENCY OVERFLOW SCALE: NTS 6" 36" ELEVATION=114.74' 3.5" ORIFICE .X T T T _4 1 aj] i T 41. J Ai i I % % — — T 1 % % % * % T 1 T 1 * %* % y % % % * % % % y * % % T _ T 1 .t—t—r a — ‘i m m i .1 2 < A -1 0 / 2 8 / 2 5 s e )N / SC E N S , HE . CA B A M , We r N e / ’ NOTE 1: CLEARANCE BETWEEN PIPE AND TRENCH WALL SHALL BE ADEQUATE TO SEE NOTE 1 EXCAVATION LINE BEDDING H Di ENABLE SPECIFIED COMPACTION BUT NOT LESS THAN Do/6 MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4 Do/3 FOUNDATION Do OVERFILL OR BACKFILLSW, ML, OR CL HAUNCH LOWER SIDE Do (MIN.) OUTER BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH Do/6 (MIN.) BEDDING H Di MIDDLE BEDDING LOOSELY PLACED UNCOMPACTED BEDDING EXCEPT FOR TYPE 4 Do/3 FOUNDATION Do OVERFILLSW, ML, OR CL HAUNCH LOWER SIDE Do (MIN.) OUTER BEDDING MATERIAL AND COMPACTION EACH SIDE, SAME REQUIREMENTS AS HAUNCH EMBANKMENT INSTALLATIONTRENCH INSTALLATION TYPE 1 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 95% CATEGORY I 90% CATEGORY I, 95% CATEGORY II, OR 100% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 90% CATEGORY I, 95% CATEGORY II, 100% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. INSTALLATION TYPE BEDDING THICKNESS HAUNCH AND OUTER BEDDING TRENCH INSTALLATION LOWER SIDE EMBANKMENT INSTALLATION LOWER SIDE TYPE 2 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 90% CATEGORY I, OR 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 85% CATEGORY I, 90% CATEGORY II, 95% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 95% CATEGORY II TYPE 3 Do/24 MINIMUM; NOT LESS THAN 3". IF ROCK FOUNDATION, USE Do/12 MINIMUM; NOT LESS THAN 6". 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III UNDISTURBED NATURAL SOIL WITH FIRMNESS EQUIVALENT TO THE FOLLOWING PLACED SOILS: 85% CATEGORY I, 90% CATEGORY II, 95% CATEGORY III, OR EMBANKMENT TO THE SAME REQUIREMENTS. 85% CATEGORY I, 90% CATEGORY II, OR 95% CATEGORY III TYPE 4 NO BEDDING REQUIRED, EXCEPT IF ROCK FOUNDATION, USE Do/12 MINIMUM, NOT LESS THAN 6". NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III NO COMPACTION REQUIRED EXCEPT IF CATEGORY III, USE85% CATEGORY III RCP STORM PIPE BEDDING DETAIL SCALE: NTS AS REQUIRED SHEETC07 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 20221080 TLS 10/28/25 N.T.S. 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1TOFEB. 15 FEB. 16TOAUG. 31 SEPT. 1TONOV. 30 DEC. 1TODEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL 12" MIN. 12" MIN. JOINT OVERLAP 2' MIN. 12"12" MIN.MIN. PIPE SECTION ISOMETRIC VIEW FILTER FABRIC FILTER FABRIC STORM PIPE JACKET SCALE: NTS HDPE PIPE BEDDING DETAIL SCALE: NTS MIN. TRENCH WIDTH (SEE TABLE) 4" FOR 12"-24" PIPE 6" FOR 30"-60" PIPE 6" MIN. COVER TO RIGID PAVEMENT, H MIN. COVER TO FLEXIBLE PAVEMENT, H SPRINGLINE FINAL BACKFILL INITIAL BACKFILL HAUNCH BEDDING SUITABLE FOUNDATION NOTES: 1. ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST ADDITION 2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED. 3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL. 4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm) FOR 30"-60" (750mm-900mm). 5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321, LATEST EDITION. 6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID PAVEMENT. 18" 15" 12" 39" 34" 30" PIPE DIAM.MIN. TRENCH WIDTH 8" 10" 6" 4" 26" 28" 23" 21" RECOMMENDED MINIMUM TRENCH WIDTHS 30" 24" 56" 48" 42" 36" 60" 48" 72" 64" 96" 80" SCALE: NTS ASPHALT OVERLAY NOTE: ALL ASPHALT MATERIAL AND PAVING OPERATIONS SHOULD MEET APPLICABLE SPECIFICATIONS OF THE ASPHALT INSTITUTE AND ALABAMA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION - CURRENT EDITION. ALDOT SECTION 405 TACK COAT 1.5" - ALDOT SECTION 424A, SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE EXISTING BINDER SURFACE Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a SCALE: NTS ASPHALTIC CEMENT PAVEMENT DETAIL ALDOT SECTION 401 PRIME COAT 1.5" - ALDOT SECTION 424A, SUPERPAVE COMPACTED SUBGRADE BITUMINOUS CONCRETE WEARING SURFACE 4" - ALDOT SECTION 825 CRUSHED AGGREGATE BASETYPE A OR B (98% MODIFIED PROCTOR) NOTE: ALL ASPHALT MATERIAL AND PAVING OPERATIONS SHOULD MEET APPLICABLE SPECIFICATIONS OF THE ASPHALT INSTITUTE AND ALABAMA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION - CURRENT EDITION. AS - B U I L T CO N S T R U C T I O N D E T A I L S ‘m m y SL A R K L Oa i e c 10 / 2 8 / 2 5 S AB A M (l l ’ I I I / / / E q 7 TT I y A er e e e e e . 2 2 5 4 4 2 4 4 4 % A 1 I SHEETC08 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO AASHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRICAT POST TO PREVENT LEAKAGEOF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FABRIC FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND (WOVEN WIRE FENCE BACKING) 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTS Ci v i l En g i n e e r i n g & S u r v e y i n g 20221080 TLS 10/28/25 N.T.S. 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE &NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS)SUBJECT TO BLOWING STRAW ALONE (NO SEED)2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON 4'4' 2' WOOD STAKE STAKE WITHIN 2' OF THE END OF WATTLE 8" STRAW WATTLE EMBEDDED IN A 2' CROSS SECTION SCALE: NTS CHECK DAM (WATTLE) 2" DEEP TRENCH 8" STRAW WATTLE EMBEDDED IN A 2" DEEP TRENCH 50' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 6" MIN. 20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER PLAN SCALE: NTS 3. FRAME TO BE WRAPPED WITH WIRE BACKED SILT FENCE FABRIC DROP INLET PROTECTION SIDE VIEW & NAILED TO THE FRAME @ 6" O.C. 1. THE SEDIMENT BOX TO BE MADE OF 2"X4" P.T. BOARDS 2. THE MAX. POST SPACING IS 2'. 2"X4" P.T. POSTS TYP. COMPACTED GRADE BRACING INLET 2"X2" P.T. CROSS FIP TY P E " A " S I L T F E N C E INSTALLED SECURELY AGAINST THE EXTERIORSURFACE OF THE INLET W/ W I R E B A C K I N G TY P E " A " S I L T F E N C E W/ W I R E B A C K I N G INLET 2' MAX. TYPE"A" SILT FENCEW/ WIRE BACKING 12 " 12 " M I N . 30 " M A X . FABRIC BURIED 12"W/ COMPACTED EARTH FILL 2"X4" P.T. POSTS TYP. INSTALLED SECURELY AGAINST THE EXTERIORSURFACE OF THE INLET 25' MIN.16' 16 ' 10'x10' MINIMUM INSTALL SILT FENCE VEHICLE PAD GRAVEL 6" THICK 3: 1 3: 1 3:1 3:1 1 3 13 10' 1' INSTALL SILT FENCE VEHICLE PAD GRAVEL 2% 6" INSTALL SIGN SECTION VIEW 10 MIL PLASTIC LINING SECURED WITH SANDBAGS AROUND THE PERIMETER 10 MIL PLASTIC LINING SECURED WITH SANDBAGS AROUND THE PERIMETER SCALE: NTS CONCRETE WASHOUT DETAIL Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a AS - B U I L T CO N S T R U C T I O N D E T A I L S 1 2000 C TAAA — •r j CONCRETE_ WASHOUT “S L A R K C Oa i e c 10 / 2 8 / 2 5 S NA B A M WA g [ 9. * |B 2 ] J / VV —<22 0 2 0 2 0 XA X A X (022 0 2 0 9 2 0 0 < (0 6 22 9 2 9 0 9 0 -L » 2 ) (4 20 0 (0 0 9/ 2 0 ) 9 X 22 9 2 0 2 0 0 %0 22 9 2 0 2 0 2 0 (AY4 0—KK K is L_ SHEETC09 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call N.T.S. SANITARY SEWER BEDDING SCALE: NTS OF PIPE SPRING LINE LAYERS COMPACTED BEDDING, MAX. 6", MAIN 8"8" 6" M I N . 3' MIN. COVER 1' TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 85% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 85% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 95% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E SA N D WATER BEDDING SCALE: NTS OF PIPESPRING LINE 6" LAYERS COMPACTED BEDDING, IF REQ'D. PIPE 12"12" 8" M I N . 3' M I N . CO V E R 12 " TO 85% STANDARD PROCTOR LAYERS COMPACTED HAUNCHING, MAX. 6", TO 90% STANDARD PROCTOR LAYERS COMPACTED INITIAL BACKFILL, MAX. 6", TO 95% STANDARD PROCTOR MAX. 6" LAYERS COMPACTED TO 100% BACKFILL WITH SELECT MATERIAL STANDARD PROCTOR (TOP 24" OF FILL TO BE COMPACTED TO 95% MODIFIED PROCTOR UNDER STRUCTURES AND ROADWAYS) MA T E R I A L S H A L L B E SA N D CLASS 1B MATERIAL, MAX. MAXMAX Ci v i l En g i n e e r i n g & S u r v e y i n g 20221080 TLS 10/28/25 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 TYPICAL HYDRANT AND VALVE SCALE: NTS 25' MAX.10' MIN. MI N . C O V E R UNDISTURBED MATERIAL BACKING AGAINST CLASS "C" CONC. AS REQUIRED ROTATE HYDRANT BOX AND COVER ADJUSTABLE VALVE M.J. FITTINGS (TYP) 6" GATE VALVE TEE MAIN WATER (1 EACH SIDE) 2 TIE RODS (TYP) GRAVEL BEDDING DRAIN HOLES AT LEAST 6" ABOVE RUN GRAVEL TO STONE OR BANK 1/2" TO 1" CRUSHED PROVIDE 7 CU. FT. UNDISTURBED MATERIAL BACKING AGAINST CLASS "C" CONC. UNDISTURBED EARTH FINISH GRADE TO GRADE AS REQUIRED HYDRANT TO BE ADJUSTED 4 1/2" PUMPER & TWO 2 1/2" M&H MODEL 129T W/ HOSE CONNECTION 3' - 0 " SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL WATTS CO-Z00-RX4, OR APPROVED EQUAL. 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK #3 REBARS UNDISTURBED SOIL CONC. THRUST BLOCKSEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCKSEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL 2" DIA.PIPE LINE 4" DIA.PIPE LINE 6" DIA.PIPE LINE 8" DIA.PIPE LINE 1.0 1.9 3.6 5.8 1.0 2.6 5.0 8.2 1.4 2.7 4.4 1.0 1.0 1.4 2.25 1.0 1.0 1.0 1.2 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED INPOOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSISOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.)VERTICAL ANCHORBLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL THRUST BLOCK DETAIL SCALE: NTS Wa s h i n g t o n S q u a r e Bi s h o p R o a d Fa i r h o p e , A l a b a m a AS - B U I L T CO N S T R U C T I O N D E T A I L S 12025020200020220/272 <. \ v $4 oT 97 # x / 898-85 < .V .-.<1 ■ ■'‘89°Sc .v[. 4 I 484. 00 CVd20 0% 1 77 ’LUGGED ENDSIZEOR TEE 90° BEND GATE VALVE45° BEND 45° VERT. BEND 22—1/2* BEND 11-1/4* BEND 22-1/2" VERT. BEND WATER METER MATERIAL SCHEDULE 1OSe 3 1 2. Y i",1" AND, 2" SERVICES SHALL BE TYPE K COPPER 30" MIN. COVER 3.XAKAKK WATER MAIN ELEVATION VIEW N.T.S. WATER DETAILS TYPICAL 1" WATER SERVICE METER DETAILIBAV SHEET NO. W-1 CITY OF FAIRHOPE DATE ISSUED 12-07-20 CORPORATION STOP - FORD BALLCORP FB1000 (SEE NOTE NO. 2) TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS) WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700. CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND “365” DEGREE VALVE OPERATION WITH NO STOPS. CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON INLET AS SPECIFIED BY AWWA C800, AND COPPER TUBING SIZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE. METER BOX AND COVER BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP. 0 —2 < SERVICE SADDLE: ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) O u Z • ( — ( — LI n 2 — O O 0 n D Q O R QLL hR SI , WB Oa i e e 10 / 2 8 / 2 5 S NA B A M WA RIM:114.8' 28"INV:114.45' BI S H O P R O A D 4 0 F T . R / W ASPHALT DRIVE CONCRETE DRIVE CONCRETE DRIVE ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K 1.74 AC. ± 12"CPP 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P INV:113.3' RIM:118.0'INV:115.4' 118 117 116 117 117 117 117 11 7 11 8118 118 118 118 118 117 118 117 11 6 11 6 11 6 11 7 118 118 118118 11 7 116 116 P.O.B. EXISTING 4 UNITS DE T E N T I O N DE T E N T I O N PROPOSED 2 UNITS PROPOSED 2 UNITS FFE=118.67 FFE=118.50 11 8 11 5 11 4 . 5 0 11 6 11 7 11 5 11 4 . 6 0 PATCH ASPHALT (SEE DETAIL) TIE TO EXISTING STRUCTURE(7) DM2 (3) LP4(3) LP4 (3) LP4 (7) DM2 (3) LP4 (43) HY (43) HY TREES CODE QTY BOTANICAL NAME COMMON NAME CONT HT REMARKS LN 2 LAGERSTROEMIA INDICA `NATCHEZ` `NATCHEZ` CRAPE MYRTLE 30 GAL 8`-10`MINIMUM 3 TRUNKS; FULL HEAD MA 4 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA B&B OR CONT 8`-10`3 TRUNKS; FULL HEAD SHRUBS CODE QTY BOTANICAL NAME COMMON NAME CONT W SPACING REMARKS DM2 14 DISTYLIUM 'VINTAGE JADE'VINTAGE JADE DISTYLIUM 3 GAL 48" o.c. LP4 12 LOROPETALUM CHINENSIS `BURGUNDY` BURGUNDY LOROPETALUM 3 GAL 72" o.c. GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING HY 86 HEMEROCALLIS HYBRID 'TG08'EVERGREEN STELLA DAYLILY 1 GAL 18" o.c. FULL FORM SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME CONT SPACING EO 16,124 SF EREMOCHLOA OPHIUROIDES CENTIPEDEGRASS SOD PLANT SCHEDULE © 00 20'40' N O R T H LANDSCAPE PLANTING PLAN1 A L a n d s c a p e D e v e l o p m e n t P l a n f o r Wa s h i n g t o n S q u a r e Fa i r h o p e , A l a b a m a DESIGN landscape architects www.was-design.com Pensacola, Florida P. 850.203.4252 landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 [OOT IFOIR GONSURUGTOON THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. D Jackson, Mississippi — P. 601.790.0781 Revisions No. Date Revisions / Submissions 02.21.23 CITY SUBMITTAL Registration Sheet Title LANDSCAPE PLANTING PLAN Sheet No. LP200 Copyright 2022 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. VTW___ Drawn VTW______ Project Manager LCW______ Principal 232032-004 Project No. 02.20.23 Date 7 II/6 I/। -r— c I o 2 ■I )\y I\) \1 l I=I I -(|/m LVJPnn/l !DI |/| t.I}( I SODI CONCRETE CURB |j T T )CONCRETE CURB I I \ ]I /\ ID / dA1 T I I mi IIWry_ ■. 2 - - • ----------------------- oo2tr= I U 02).A ■ . ■ — - ——-T ‘ -1. . - • —2 .osK.ao — .. .. .".7.. 12253.1 . . 1 2 I4I I Q I () 1/U N I TI 2TROYERGROVE A)I 9 8 4 PAGE 1 4 b) 077T Bvd l •------------m" Scale: 1”= 20’ 20.200 \ I \ I V n LVJ (SLIDE (MAP 11 FST CASSTEVENS INSTRUMENT NO. 1257124 FST MCELDERRY INSTRUMENT NO. 1383599 I FST FULFORD INSTRUMENT NO. 617913 FST SHIRKEY INSTRUMENT NO. 1509839 if LOT 9 EAST GATE UNIT (SLIDE 1291—. LOT 7 EAST GATE UNIT FOUR (SLIDE 1291-A) FST BAUGH INSTRUMENT NO. 1016851 FST THAYER INSTRUMENT NO. 1234448 LOT 8 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 12 EAST GATE UNIT FOUR (SLIDE 1291-A) FST CHANT INSTRUMENT NO. 1477137 LOT 11 EAST GATE UNIT FOUR (SLIDE 1291-A) FST SMITH INSTRUMENT NO. 1850350 LOT 13 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 14 EAST GATE UNIT FOUR (SLIDE 1291-A) FST OLMSTEAD INSTRUMENT NO. 633432—- FST RICH INSTRUMENT NO. 1482275 1 © SHRUB PLANTING1 MULTI-TRUNK TREE STAKING · · 3 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. . FINISHEDGRADE 5 A A B B TYPICAL PLANT SPACING2 TRENCH EDGE6 GENERAL PLANTING NOTES · · · · · · · · · · · · · · · · · · · · 7 GROUNDCOVER PLANTING4 NOTE: °2)r FROM TOP OF STAKE. 2 WIRE SUPPORTS i=m=m=m=m=‘—III—II L II—III—III—IIH UNDISTURBED SUBGRADEyllmmmFITD TE— -WATER -2X BALL DIA. STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES PLANT SPACING PER PLAN/PLANT SCHEDULE 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9” SHALL BE USED ON MAIN STRUCTURAL TRUNK. SPECIFIED PLANTING MIX. AND TAMP TO REMOVE AIR POCKETS. 2” MULCH INSTALLED BEFORE PLANTING (PINE BARK MINI-NUGGETS ACCEPTABLE FOR INITIAL PLANTING IF TIGHT SPACING NECESSITATES ITS USE.) PREPARE BED PER SPECS 2” x 2” HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18” INTO THE SUBGRADE PRIOR TO BACKFILLING. ——FORM SAUCER WITH 3” CONTINUOUS RIM 3” MULCH == TENSION BAR BEDLINE- FINISHED GRADE.TAIn£4 IIIECURB SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL III—£—IESPACED IN ROWS PARALLED TO THE STRAIGHT II—IIE£CII=IEROOTBALLIII—I-1ROOTBALL I—: 2 <211 SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL972Og EXISTING SUBSOILCURVED 2 X ROOTBALL o o= 1’-0” DETAIL-FILE NOT TO SCALE 329399-04 X MULCH TO DEPTH AT WATER WELL. PLANTING AT SHRUB AREAS m o PLANTING AT LAWN AREAS 1” GUYLINE WEBBING SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SET ROOTBALL CROWN 1 1/2” HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. EDGES TO BE VERY SMOOTH RADII. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS BE TRIANGULAR EDGE. PLANTING TABLETS, AGRIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE FORM 3” CONTINUOUS SAUCER AROUND PLANTING PIT — w- £ ------------ARROWHEAD ANCHOR —I—IIE W 11 I=I I I=I l I=I IF E—IIEIIFIIT o o o1/2” = r-o” 3" = 1-0"= 1-0"329343-01 329313-01 329343.26—02 WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH ’’AMERICAN STANDARDSQUALITY AS DEFINED IN THE CURRENT ISSUE OF MULCH LAYER LAWN MINIMUM OF 24” BEHIND3”BED LINE @ LAWNS OR WALKS AND A MINIMUM ilii SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH:SHALL BE 10" ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE O o3” = 1’-0”329413.23-02 1”329399-05 | | 3” DEPTH PINE BARK | | 4” DEPTH SHREDDED HARDWOOD MULCH XX 3” DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED PREPARED SUBGRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. RECOMMENDED FOR ANY CUTS. ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. REMOVED AT THE END OF THE ONE-YEAR WARRANTY PERIOD. ONE YEAR OF LANDSCAPE MAINTENANCE FROM SUBSTANTIAL COMPLETION SHALL BE INCLUDED AS AN OPTIONAL BID ITEM TO THE OWNER. SHALL BE UNIFORMLY APPLIED OVER PLANTING BEDS AT AN AVERAGE DEPTH OF 2 INCHES AND OVER SOD AREAS AT AN AVERAGE DEPTH OF 3/4 INCH. INCORPORATE COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJUSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER’S PROPERTY. WATER THOROUGHLY AFTER PLANTING. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING 3% POSITIVE DRAINAGE IN OF 36” BACK OF CURB @ PARKING SPACES. NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON OR TOP OF CURB/— PAVING GRADE PLANT MATERIAL AND PLANTING PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, AND ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS GENERAL CONDITIONS CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF FOR NURSERY STOCK” AS PUBLISHED BY THE AMERICAN NURSERYMEN, INC. UNLESS NOTED SPECIFICALLY, ALL PLANT MATERIAL SHALL BE BALLED AND BURLAPPED OR CONTAINER GROWN. FRONT ROW OF SHRUBS SHALL BE PLANTED FROM CENTER OF PLANT A GENERAL CONTRACTOR AND/OR OWNER. CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL, INCLUDING GRASS, FOR 365 CONSECUTIVE CALENDAR DAYS FROM SUBSTANTIAL COMPLETION OF THE WORK, AS DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT. ALL AREAS IMPACTED NEGATIVELY BY CONSTRUCTION PROCESSES SHALL BE RETURNED TO ORIGINAL CONDITION OR BETTER PRIOR TO SUBSTANTIAL COMPLETION. LANDSCAPE AREA SOIL PREPARATION SOIL SHALL BE AMENDED BY THE ADDITION OF COMPOST AND FERTILIZER. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND Revisions No. Date Revisions / Submissions 02.21.23 CITY SUBMITTAL Registration OF Ale,S JnoscAO) Sheet Title LANDSCAPE PLANTING DETAILS Sheet No. LP500 Copyright 2022 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. VTW___ Drawn VTW______ Project Manager LCW______ Principal 232032-004 Project No. 02.20.23 Date A DESIGN landscape architects www.was-design.com Pensacola, Florida P. 850.203.4252 landscape architecture land planning placemaking [OOT IFOIR GONSURUGTOON THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. a Foley, Alabama . P. 251.948.7181 s Mobile, Alabama • P. 251.344.4023 D Jackson, Mississippi — P. 601.790.0781 50 If PW IL N 5 II — I I I — I S 27 II — I E $2 . R O O T B A L L + 3 ” - I 7O Q C 13 Q N L — o 95 E 0 ur 2 £2 £ 3 s §6 v 7 0s O2 55 m y my P 88 ^m Q. 2 D0 2 0 PP E u 2811 A L a n d s c a p e D e v e l o p m e n t P l a n f o r Wa s h i n g t o n S q u a r e Fa i r h o p e , A l a b a m a RIM:114.8' 28"INV:114.45' BI S H O P R O A D 4 0 F T . R / W ASPHALT DRIVE CONCRETE DRIVE CONCRETE DRIVE ASPHALT DRIVE BR I C K W A L L BR I C K W A L L SI D E W A L K 1.74 AC. ± 12"CPP 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P 13 " x 2 2 " R C A P INV:113.3' RIM:118.0'INV:115.4' 118 117 116 117 117 117 117 11 7 11 8118 118 118 118 118 117 118 117 11 6 11 6 11 6 11 7 118 118 118118 11 7 116 116 P.O.B. EXISTING 4 UNITS DE T E N T I O N DE T E N T I O N PROPOSED 2 UNITS PROPOSED 2 UNITS FFE=118.67 FFE=118.50 11 8 11 5 11 4 . 5 0 11 6 11 7 11 5 11 4 . 6 0 PATCH ASPHALT (SEE DETAIL) TIE TO EXISTING STRUCTURE M BF 1 4.161" 2 16.01" 3 15.81" 4 11.21" 5 4.161" 6 16.21" 7 15.11" 112" C R © AlabamaSafely.Dig 800-292-8525 #DIG (Cellular)Call 00 20'40' N O R T H LANDSCAPE IRRIGATION PLAN1 AV DESIGN landscape architects www.was-design.com I FOR GRAPHIC CLARITY. ALL EQUIPMENT AND PIPE SHALL BE WITHIN PROPERTY BOUNDARIES UNLESS OTHERWISE NOTED. SLEEVE SIZES TO BE DETERMINED BY CONTRACTOR. 7 ■■ 11D Y LOT 14 (SLIDE 1291-IIFST MCELDERRY INSTRUMENT NO. 1383599 S-H 770- /IJ 1I ( I2-fla 5I I rfl\X Q I\(30)30)S \3 \]I I(30)I II I |/ce"J SU" !I(35)1 /D -| 7?Revisions%1 II}35 —,225) .No. Date Revisions / Submissions0-00 02.21.23 CITY SUBMITTAL I 'flI 3335 H25)—25)——1 Li1CONCRETE CURB 1 |\1 L (CONCRETE CURB *=======3 79—3 3 35 3 3 35 •|J 0-00 Q\Registration1 9AHe,fl’ /2/WI I|4D 1A 2mH I I253lz (NoscA))1 I I Sheet Title(30)35) I\1" IV •O I---1 LANDSCAPE0IIIRRIGATION PLANI INSTRUMENT NO. 1850350 / 1U N I TI 2TROYERGROVE (SLIDE 984 (MAP 11 PAGE )) LiM Sheet No. LI200OScale: 1”= 20' \ I \ I V A) 1 4 Copyright 2022 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. I I M LVJ I I R LVJ landscape architecture land planning placemaking Pensacola, Florida P. 850.203.4252 IA FST CASSTEVENS INSTRUMENT NO. 1257124 NOTE: MAINLINE AND VALVES SHOWN OUTSIDE OF TRENCH I' I -_ VTW______ Drawn VTW______ Project Manager LCW______ Principal 232032-004 Project No. 02.20.23 Date E FST FULFORD INSTRUMENT NO. 617913 J LOT 9 EAST GATE UNIT (SLIDE 1291- 4 FST SHIRKEY INSTRUMENT NO. 1509839 ' I i I ) IFOIR GONSURUGTOON THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. fl FST OLMSTEAD INSTRUMENT NO. 633432—- FST CHANT INSTRUMENT NO. 1477137 FST BAUGH INSTRUMENT NO. 1016851 T (35) EAST CATE UNIT FOLK FST THAYER INSTRUMENT NO. 1234448 LOT 12 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 7 EAST GATE UNIT FOUR (SLIDE 1291-A) -1 FST RICH INSTRUMENT NO. 1482275 LOT 13 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 8 EAST GATE UNIT FOUR (SLIDE 1291-A) LOT 11 EAST GATE UNIT FOUR (SLIDE 1291-A) Ji a Foley, Alabama . P. 251.948.7181 s Mobile, Alabama • P. 251.344.4023 D Jackson, Mississippi — P. 601.790.0781 3 5=g3 II45 ll T35) 1 I I A L a n d s c a p e D e v e l o p m e n t P l a n f o r Wa s h i n g t o n S q u a r e Fa i r h o p e , A l a b a m a SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 1812-SAM-PRS 8 SERIES MPR SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. 6 30 RAIN BIRD 1812-SAM-PRS 12 SERIES MPR SHRUB SPRAY 12.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. 8 30 RAIN BIRD R-VAN18 1806-SAM-P45 TURF ROTARY, 13`-18` 45-270 DEGREES AND 360 DEGREES. HAND ADJUSTABLE MULTI-STREAM ROTARY W/1800 TURF SPRAY BODY ON 6.0" POP-UP, WITH CHECK VALVE AND 45 PSI IN-STEM PRESSURE REGULATOR. 1/2" NPT FEMALE THREADED INLET. 10 45 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS RAIN BIRD 5006-SAM-R-PC,FC-MPR 25 TURF ROTOR, 6.0" POP-UP, PLASTIC RISER, MATCHED PRECIPITATION ROTOR (MPR NOZZLE). ARC AND RADIUS AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH SEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING. 42 35 24' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PGA 1" ELECTRIC REMOTE CONTROL VALVE 7 MATCO-NORCA 770S PVC WHITE BALL VALVE FOR SCH 40 AND SCH 80 PIPE, SOLVENT SLIP ENDS WITH "T" HANDLE, SAME SIZE AS MAINLINE. 1/2" TO 4". 3 FEBCO 765 3/4" PRESSURE VACUUM BREAKER, BRASS WITH BALL VALVE SOV. INSTALL 12" (305MM) ABOVE HIGHEST DOWNSTREAM OUTLET AND THE HIGHEST POINT IN THE DOWNSTREAM PIPING. 1 RAIN BIRD ESP4MEI WITH (1) ESP-SM3 7 STATION, HYBRID MODULAR INDOOR CONTROLLER. FOR RESIDENTIAL OR LIGHT COMMERCIAL APPLICATIONS. 1 RAIN BIRD RSD-BEX RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. 1 WATER METER 3/4" BASIS OF DESIGN: 3/4" METER W/ 22.5 GPM @ 55 PSI. CONTRACTOR TO VERIFY & SIZE ACCORDINGLY. 1 IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1" ONLY LATERAL TRANSITION PIPE SIZES 1 1/4" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1" IN SIZE. 1,637 L.F. IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2"484.8 L.F. PIPE SLEEVE: PVC SCHEDULE 40 151.0 L.F. BF C R M IRRIGATION SCHEDULE © TURF SPRAY FLEX ASSEMBLY1 TURF ROTOR MARLEX ASSEMBLY2 SHRUB SPRAY HIGHPOP W/ FLEX ASSEMBLY3 ELECTRIC REMOTE CONTROL VALVE4 WALL MOUNT CONTROLLER5 REDUCED PRESSURE BACKFLOW6 SLEEVING DETAIL7 GENERAL IRRIGATION NOTES9 TRUE UNION BALL ISOLATION VALVE8 Revisions No. Date Revisions / Submissions 02.21.23 CITY SUBMITTAL Registration 9FAHe, lnoscA) Sheet Title LANDSCAPE IRRIGATION DETAILS Sheet No. LI500 Copyright 2022 WAS Design Inc. These documents and their contents are the property of WAS Design. Any reproductions, revisions, modifications or use of these documents without the express written consent of WAS Desgin is prohibited by law. VTW___ Drawn VTW______ Project Manager LCW____ Principal 232032-004 Project No. 02.20.23 Date A DESIGN landscape architects www.was-design.com Pensacola, Florida P. 850.203.4252 landscape architecture land planning placemaking (W IFOIR GONSURUGTOON THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. a Foley, Alabama . P. 251.948.7181 s Mobile, Alabama • P. 251.344.4023 D Jackson, Mississippi — P. 601.790.0781 6 4 4 III—FINISHED GRADE.; hu = -:ii:III—III—II—I—II—IIs TAnpipiinii:| —III—III—HII—III—III—=W=W=L -II—II—IE J 11=111=111=111: = I = 1=1 =‘-IlI—II—II- II-II—I—EI—III—III—"I IF'1=111=1 DO NOT USE SIDE INLET.U=U1=111=LLI-m‘I—III 11 —=1 1=13ll=lli-2TURF ROTOR POP UP.HIGH POP HEAD. 2 TO CURB ORTURF POP UP HEAD.2 TO CURB OR WALK. I2WALK. N00 00 0 H | 0 PP00 — PVC TEE (SXSXT) OR ELL. Q0 LATERAL LINE.o o3” = r-o”328403.13-02 3” = 12”328403.16-01 328403.29-01 IINIZTUNF, 4-MXIMUM 2” ABOVE FINISH2" EXTEND CONCRETE PADEAE ... REMOTE CONTROL VALVE, ONE PER BOX- PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS TO WALL. INSTALL BACKUP 30” LOOPED WIRES.ON T2”(il 11=1"— UU GALVANIZED RISERS.•4 I SOURCE. INSTALL ASm I 277283 321272 CVo II—III—IIEII—%0% FINISHED GRADE.□=L=lHII—IE[=i 11LONG SWEEP ELL. O V O- O O o□ 1 1/2” = r-o”= T-O”1 1/2” = r-o”328406.13-01 328409.13-01 328409.43-02 1’-6”Valve Callout Number O‘ Size (iHFQ ADAPTER.III—II PVC MAIN LINE.72H—II-II-III-II-IIIIIIEE 2 3-1—।—।—।—।—।—।—। ———x xi5 oo 1 1/2” = r-o”1/2” = r-o” 328409.76-05 328406.33-04 ALL LATERAL AND SUB-MAIN PIPE TO HAVE A MINIMUM OF 12” OF COVER.2. (CLASS 200 PVC PIPE). 3.NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCH. 5. TEFLON. 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEADS AND VALVE SUPPLIED. SHOWN ON DETAILS. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND9. INSTALL SPRINKLER EQUIPMENT 12" FROM BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. O SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM = 1”328415-01 CONCRETE THRUST BLOCKS, 90 LBS. OF CONCRETE EACH SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS # ‘4;* FOR PROPER COVERAGE. 24. CONTRACTOR SHALL & 1/2” DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL Tm MARLEX STREET ELLS, INLET SIZE DIAMETER. 1/2” MARLEX STREET ELL. BARB ELL X MIPT. 1/2” POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. CONTROLLER AS SPECIFIED. - SECURELY BOLT CONTROLLER ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS’ SPECIFICATIONS. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID 1/2” MARLEX STREET ELL. BARB ELL X MIPT. ------------------------------------ 1/2” MARLEX STREET ELL. 1/2” MARLEX STREET ELL. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS. REDUCED PRESSURE BACKFLOW DEVICE AS SPEICIFED. 22. SYSTEM IS DIAGRAMMATIC TO IMPROVE CLARITY. ALL MAINLINE PIPING ELECTRIC VALVES AND WIRING ARE TO BE INSTALLED IN LANDSCAPE AREAS AND WITHIN PROPERTY BOUNDARIES. CONTRACTOR SHALL REFERENCE THE LANDSCAPE PLAN PRIOR TO THE INSTALLATION OF PIPING TO AVOID CONTACT WITH PLANT MATERIALS EXISTING OR NEW. 23. CONTRACTOR TO ADD EXTENSION RISER TO POP-UP HEADS WHEN NEEDED ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. I SERVICE SIDE. 2 Z 2 BELOW TOP OF BOX. 10X15 RECTANGULAR VALVE BOX. GALVANIZED NIPPLES AND ELL AS REQUIRED. O LATERAL LINE. USE PVC SCH. 40 BELOW GRADE. SCHEDULE 80 RISER. MAIN LINE. ---------------------------------- SET CONTROLLER 60” ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED.______________________ PER LOCAL ELECTRICAL CODES. SCHEDULE 80 THREADED NIPPLE AS REQUIRED. CLEAR TO FENCE OR HARDSCAPE, WHERE APPLICABLE. 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE LOW HEAD DRAINAGE MAY OCCUR. 17. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON ALL REMOTE CONTROL VALVES. 18. 24 VOLT WIRE SHALL BE COLOR CODED; COMMON-WHITE, CONTROL-RED. 19. CONTRACTOR SHALL INSTALL MANUFACTURERS’ RECOMMENDED GROUNDING EQUIPMENT FOR POWER SUPPLY AND VALVE OUTPUT WITH (2) 5/8” COPPER CLAD GROUND RODS. 20. CONTRACTOR SHALL INSTALL MANUFACTURERS’ RECOMMENDATION ON FAULT GROUND AND LIGHTNING PROTECTION. 21. ALL MATERIAL TO BE SUPPLIED BY CONTRACTOR TO OWNER: 1/2” WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. FOUNDATIONS. ALSO INSTALL SPRINKLERS 4” FROM CURB OR WALKS.. 25. PRIOR TO BID, IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND 1 1/2” DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. BEYOND BACKFLOW AT SIDES. BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. TWO 6X2X16 CONCRETE BLOCK CAPS, ONE ON EACH SIDE OF BOX. SET BOX FLUSH TO GRADE. CONTRACTOR SHALL NOTIFY CONSULTANT OF ANY CHANGES FROM PLANS AND SPECIFICATIONS. 26. IRRIGATION CONTRACTOR SHALL PROVIDE THE OWNER AND LANDSCAPE ARCHITECT WITH A REPRODUCIBLE CROSS MEASURED AS-BUILT DRAWING OF THE INSTALLED IRRIGATION SYSTEM IN AUTOCAD 2000 FORMAT BEFORE FINAL ACCEPTANCE. 27. A 1-YEAR WARRANTY PERIOD SHALL BE PROVIDED FOR SYSTEM AFTER GALVANIZED UNIONS AT EACH SIDE. 7. 8. 45 DOWN AS REQ. TO LATERAL PIPE DEPTH. INSTALL ASSEMBLY 1" TO 1 1/2’’ABOVE FINISHED GRADE. 4” THICK CONCRETE PAD. •GALVANIZED ELL AND NIPPLE. SLIP/THREAD ADAPTER AS REQUIRED. SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. PVC TEE (SXSXT) OR ELL 1/2” POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. OUTLET PIPE SAME SIZE AS VALVE, 24” MIN. TO FIRST FITTING. Lu O n O 5 O 1O’’X15” RECTANGULAR BOX WITH 6” EXTENSION. O O ~ 8 L o B. FURNISHED BY THE CONTRACTOR. 10. NO ELECTRICAL CONNECTIONS SHALL BE MADE IN THE FIELD EXCEPT AT A VALVE CONTROL BOX OR ANOTHER VALVE BOX SPECIFICALLY FOR CONNECTIONS. 11. ANY DISCREPANCY BETWEEN THIS SHEET AND OTHERS IN THIS SET MUST BE REFERRED TO THE LANDSCAPE ARCHITECT BY THE CONTRACTOR FOR CLARIFICATION BEFORE PROCEEDING WITH THE WORK. 12. ALL 24 VOLT WIRE SHALL BE #12 UF/UL FOR COMMON WIRE, AND #14 UF/UL FOR CONTROL WIRES, DIRECT BURIAL, SOLID COPPER. 13. CONTRACTOR TO BE RESPONSIBLE FOR PROPER COVERAGE OF AREAS TO BE WATERED. I.E. ADJUST HEADS WITH INSUFFICIENT COVERAGE DUE TO BLOCKAGE BY EXISTING OR PROPOSED SITE FEATURES. 14. CONTRACTOR TO REFER TO LANDSCAPE PLAN TO KEEP SPRINKLER EQUIPMENT AND ACCESSORY MATERIAL FROM INTERFERING WITH PROPER PLANTING, i.e. VERIFY ROOT BALL SIZE FOR PLANTING. 15. CONTRACTOR SHALL PROVIDE EXPANSION COILS AT EACH WIRE CONNECTION IN VALVE BOX (WRAP AROUND 3/4” PIPE 12 TIMES). NOTE: INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. 1. ALL MAINLINES TO HAVE A MINIMUM OF 18” OF COVER. (CLASS 200 PVC PIPE). o Q O 5 o a INCREASE LATERAL LINE AS PER IRRIGATION PLAN. CONCRETE BRICK SUPPORT, TWO ON EACH SIDE.“I O & O s o PVC SLEEVE ll=lll=lll=lll=lll=lll=lll=lll=llf 0% & 922 ■ AMAIN LINE, SIZE AS PER PLANS. 44 A L a n d s c a p e D e v e l o p m e n t P l a n f o r Wa s h i n g t o n S q u a r e Fa i r h o p e , A l a b a m a ESPALIE R, LLC PO BOX 1247 FAIRHO PE, AL 36533 251.454.3500 ESPALIE RDE SIGN.COM letterhead-10-percent.indd 1 8/27/13 8:55 AM "#$%&'%(!)*+)*), City of Fairhope P.O. Box 429 Fairhope, AL 36532 RE: Washington Square Southwest Building Only To whom it may concern, We have inspected the above referenced project (Southwest Bldg. Only) for conformance to the approved landscape drawings provided by W.A.S. Design dated 2/21/23. As of today’s date the landscape has been installed per the approved set with the following modification. 1.The (2) two multi. trunk Sweetbay Magnolias were replaced with (2) two multi. trunk Muskogee Crape Myrtles. 2.The Owner has also planted many other trees and shrubs around the SW building and along Bishop Road beyond what is shown on the plans. If further information is required, please contact me by one of the ways below. Sincerely, Best Regards, Joe Comer IV, ASLA Espalier, LLC joe@espalierdesign.com (251) 454-3500 www.espalierdesign.com 4 0 0 0 ESPALIER landscape architecture Mike Jeffries BALDW] min BALDWIN SQ SHOP CTR $ IL "hhne. I 19P «f IBM h i -PROSPECT D / COLEMAN AVE — Road □ Parcel / N W E S PLANTATION BLVD N W-E S HON POINTE RD CTR ofIA’,, O SIABAW SD 26.01 - Eastern Shore Village Center MOP vOu oCity of Fairhope Planning Commission January 5, 2026 6 CP a Project Name: Eastern Shore Village Center MOP Site Data: 7.28 acres Project Type: 15-unit multiple occupancy project Jurisdiction: Fairhope Planning Jurisdiction Zoning District: B-2 General Business District PPIN Number: 397862 General Location: Southeast corner of Greeno Road and Fairhope Avenue Surveyor of Record: S.E. Civil, LLC Engineer of Record: S.E. Civil, LLC Owner / Developer: FST Benessere Partners LP and Benessere Partners II LP and Lomas Partners LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation:__________________ Approved w/ Conditions Prepared by: r 5 M I GR E E N O . R D S G R E E N O R D N wr ; — vp * y g UI - B ■ F LUO X of EA S T E R N S H O R E SH O P C T R 08 in 2 m ( GR E E N O R D S EA S T E R N S H O R E S H O P m C O 7 N m MC C U E C I R HO F F R E N D R KE N S I N G T O N C T LO T T I E L N 99 % Ge r n n o u mo g d e t " T 3 0 " d ■ A■ i n SD 26.01 – Eastern Shore Village Center MOP January 5, 2026 Page 1 of 3 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST Benessere Partners LP and Benessere Partners II LP and Lomas Partners LLC , for preliminary plat approval of Eastern Shore Village Center MOP, a 15-unit multiple occupancy project. The property is zoned B-2, General Business District. The property is approximately 7.28 acres and is located on the southeast corner of Greeno Road and Fairhope Avenue. SITE HISTORY The site is comprised of a large existing shopping center constructed in the 1970’s. The property was subdivided in 2022 to create an additional lot where the current Starbuck’s is located. STAFF COMMENTS The purpose of this request is to add one (1) additional unit inside the existing building located on the south side of the property by dividing an existing unit with a new interior wall. This MOP accounts for the proposed unit and all existing units. The Shared Parking Agreement has been reviewed, and this modification allows for a health fitness club of 2,228sf and a restaurant space with 28 seats. The resulting net parking is 360 spaces. The previous required parking according to the agreement was 361 spaces. Utilities Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. Electric service will require upgrades at the owner/developer’s expense, with aid-to-construction costs determined upon review of final drawings. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs ). As proposed, water infrastructure will be tying into Fairhope Utilities located in the parking lot and sewer is available on the south side of the building. Traffic The Shared Parking Agreement has been revised and the result is one (1) less required space than the previous use. The proposed use is for a fitness club and future restaurant with maximum seating of 28. Drainage The storm water drainage was accounted for in the existing development. The proposed increase in number of units does not alter the footprint of any building. A waiver has been requested for the stormwater requirements of Article V, Section F, the drainage plan as required by Article IV, Section C(1)(h). Which staff is in support of. Wetlands No wetlands are on site. Tree & Landscaping The applicant is requesting a waiver from the greenspace requirements of Article V, Section C. SD 26.01 – Eastern Shore Village Center MOP January 5, 2026 Page 2 of 3 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff supports the following waiver requests: 1. Stormwater Requirements of Article V, Section F, the drainage plan as required by Article IV, Section C(1)(h); and 2. Greenspace Requirements of Article V, Section C. Staff recommends APPROVAL of SD 26.01 – Eastern Shore Village Center MOP with the following conditions: 1. Approval of the aforementioned waiver requests by the Planning Commission; 2. The tenant spaces shall conform to the requirements for building square footage and seating requirements as shown in the revised parking study; and 3. Recording in Baldwin County Probate Court the revised Shared Parking Agreement, if approved by Fairhope City Council. EXHIBITS SD 26.01 – Eastern Shore Village Center January 5, 2026 Page 3 of 3 Site Plan (□ u a s l 2I □4 EX I S T I N G T E N A N T S P A C E NO W O R K T H I S A R E A TE N A N T S P A C E 2, 2 9 3 S . F . TE N A N T S P A C E 2, 2 2 8 S . F . 1 1I ) m t EX I S T I N G T E N A N T S P A C E £NO W O R K T H I S A R E A 4 i 10ETE RAMP 'IDE8‘ WI I EXISTI CONCF PEDE RIAN CROSSWALK PARKING (TYP.)HAN DIG 12 12 12 FORMER YAK TENANT SPACE TO BE SPLIT INTO TWO UNITS 21 AOCO « A/C UNIT ELECTRIC METER MOP SINK Page 5 of 10 orFAl O "LABAMP APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type:□ Village Subdivision • Preliminary Plat Property 9 gner lpLeaseholderInformation Phone Number: 203-955-1978 City: Fairfield State: CT Zip: 06824 Proposed Subdivision Name: Eastern Shore Village Center MOP 7.28 AC.No. Acres in Plat:No. Lots/Units:15 Parcel No: 05-46-05-16-0-000-028.545-001 Current Zoning: B-2 Phone Number: 251-990-6566 State: AL Zip: 36532 Larry Smith, PE Surveyor/Engineer Information Name of Firm:Phone Number: 251-990-6566SE Civil, LLC Address:9969 Windmill Road City:Zip:State:Fairhope 36532AL Contact Person:Larry Smith, PE orp. an / —SmtC os at) D wri er/ Leaseholder Primed Nam rc Property O e re Fairhope Single Tax Corp. (If Applicable) • Informal (No Fee) X Multiple Occupancy Project • Minor Subdivision □ Final Plat Name of Authorized Agent: SE Civil, LLC Address: 9969 Windmill Road City: Fairhope_______ Contact Person: Attachments: Date of Application: Signatures: I certify that I am the property owner/leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single T; authorized Single Tax representative shall sign this application.. Name of Property Owner: Partners II LP Lomas Partners LLC Address of Property Owner: 1189 Post Road Y0P 0 Articles of Incorporation or List all associated investors 11/24/2025 __6 7 Date Plat Fee Calculation: Reference: Ordinance 1269 Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope 6 Keri Renee Coumanis Direct Dial: (251) 434-0888 krc@helmsinglaw.com Post Office Box 2767, Mobile, AL 36652 | 150 Government Street, Suite 2000, Mobile, AL 36602 November 23, 2025 Mike Jeffries, QCI City of Fairhope Development Services Manager 555 S. Section Street P.O. Box 429 Fairhope, Al 36532 (251) 928-8003 Ext 457 Mike.Jeffries@FairhopeAl.gov Re: 400 Eastern Shore Village Center / 400 Greeno Road S Eastern Shore Village Center a/k/a Eastern Shore Village Shopping Center Subdivision Waiver Requests Dear Mr. Jeffries: As outlined in the application package for Preliminary Plat approval, Benessere Partners, Benessere Partners II, and Lomas Partners LLC, owners of the Eastern Shore Village Shopping Center (collectively the “owners” or “applicants”), hereby request waivers from certain provisions of the City of Fairhope Subdivision Regulations. The requested waivers pertain to the standards applicable to “Multiple Occupancy Projects” as set forth in Article IV, Section H, of the Subdivision Regulations...Specifically, the applicants seek waivers from the following submittal requirements and substantive regulatory provisions: • Stormwater requirements of Article V, Section F, and a drainage plan as required by Article IV, Section C(1)(d); • Traffic Data / Traffic Study as required by Article IV, Section C (1)(h); • Greenspace Requirements of Article V, Section C, and a landscaping plan depicting these requirements. The Project This Project concerns an existing, secondary building located at the Eastern Shore Village Shopping Center (the “site”). The building was formerly occupied, in part, by a restaurant. The now vacant tenant space can be seen in the photo below (outlined in orange), to the left of the Supercuts. Lartigue Seafood occupies the remaining tenant space. As illustrated by the floor plan (also below), the applicants seek to split the former restaurant space, which contains 4,521 square feet, into two tenant spaces by adding an interior wall. HELMSING LEACH HERLONG NEWMAN & ROUSE, PC H L HELMSING LEACH ATTORNEYS AT LAW November 24, 2025 Page 2 ______________________ The new wall (yellow line above), as proposed, will be situated directly behind the center column of the former restaurant space. The interior view, below, is also marked with red to illustrate where the interior, fire-rated, wall will be located. ,E3 i9u* w 1 (1EUTCUIs- s ;ea 2 a vca . -as E J I . asis I” O O sY 5 I I I I0FLOOR PLAN • § EXISTING IENANT SPACE NO WORK THIS AREA EXISTING -NAN SPACE NO WORK THIS ARFA 11-NAN I SPACE 2,228 S.F. lb NAN I SPACE 7.793 S.F 2 I November 24, 2025 Page 3 ______________________ Relevant Regulations The City of Fairhope Subdivision Regulations define “Multiple Occupancy Projects” as “[a]ny project that will involve or otherwise result in three (3) or more units (whether contiguous or otherwise) being constructed on real property for occupancy, regardless of the form or type of ownership or right of possession of said units. . .” COF Subdivision Regulations, Article IV, Section H (p. 29). Multiple occupancy projects are required to comply with the stormwater, traffic and greenspace requirements, among other things, applicable to a Preliminary Plat.1 Article VII of the Subdivision Regulations permits the Planning Commission to grant waivers when it finds the following conditions exist: 1 See Article IV, Section H(2): a. Each Preliminary Plat and plans shall comply with the storm water requirements of Article V, Section F hereof. b. Each Preliminary Plat and plans shall comply with the traffic requirements of Article IV, Section C 1(h) hereof. c. Any and all improvements constructed in connection with the project shall be constructed strictly in accordance with Article VI hereof. d. The minimum setback for any building(s) constructed in connection with a project from the property lines shall be twenty feet (20’) on all sides for unzoned property. e. Property shall comply with the minimum set back requirements of the City of Fairhope Zoning Ordinance. No building or other improvement to be constructed in connection with a project shall exceed thirty-five feet (35’) in height for unzoned property. The 20-foot minimum setback requirement may be increased by the Planning Commission based on the size of the building, the location of the driveways, and other factors. Property shall comply with the height requirements of the City of Fairhope Zoning Ordinance. f. Each Preliminary Plat and plans shall otherwise conform to the terms of Article I, Section A hereof. g. Each Preliminary Plat and plans shall comply with the greenspace requirements of Article V, Section C. hereof. h. Each Preliminary Plat and plans shall comply with the tree protection requirements of Article V, Section D.5.a(9)- (11). d/1 1 I1 I 1 12 November 24, 2025 Page 4 ______________________ 1. An extraordinary hardship may result from strict compliance with these Regulations due to unusual topographic or other physical conditions of the land or surrounding area not generally applicable to other land areas. 2. The condition is beyond the control of the Subdivider. 3. The requested waiver will not have the effect of nullifying the purpose and intent of the Regulations, the Zoning Ordinance, or the Comprehensive Plan. 4. The waiver is the minimum deviation from the required standard necessary to relieve the hardship; 5. The waiver shall not have an adverse effect on adjacent landowners, or future landowners, or the public; 6. The waiver is necessary so that substantial justice is done. COF Subdivision Regulations, Article VII (p. 83). Also relevant to this Project, the Planning Commission may, by vote, reduce the greenspace requirements, in whole or part, when a hardship is present. See COF Subdivision Regulations, Article V, Section C (8) (p. 36). A hardship may be present when “there are unique and inherent characteristics of the land proposed for development.” (Id.). Application and Justification For all of the reasons set forth below, the applicants contend waivers from various provisions applicable to the plat approval process for Multiple Occupancy Projects are due to be granted: 1. Extraordinary Hardship Due to Existing Physical Conditions Strict compliance with the Subdivision Regulations creates an extraordinary hardship due to the unique, existing physical conditions of the Eastern Shore Village Shopping Center – conditions not generally applicable to undeveloped or newly developing parcels. The Eastern Shore Village Shopping Center was constructed in 1983. Today, the shopping center remains a fully-developed, operational commercial center. The layout of the site, including the parking lot, traffic pattern, and building configuration, are long-established. These existing conditions are not being altered, enlarged or otherwise reconfigured by this Project. The only improvement triggering regulatory review is the addition of an interior wall within an existing tenant space. Imposing the full requirements of the current Subdivision Regulations—particularly greenspace, stormwater facilities, and related site redesign—would severely disrupt ongoing retail and small-business operations that occur daily on the property. Furthermore, the greenspace requirements of the Subdivision Regulations are intended to achieve the following goals: a) Create focal points for new and existing neighborhoods by providing appropriately located parks, schools, parkways, and other amenities; b) support development of recreational opportunities; c) link village centers to neighborhoods with a parks and trail system; d) provide public gathering places; and November 24, 2025 Page 5 ______________________ e) include greenspace (plaza, parks, greenspace) for social activity and recreation in new infill development. COF Subdivision Regulations, Art. V, Section C(1)(a)-(e) (p.32). A multi occupancy project is required to set aside 10% of the gross area of the subdivision as greenspace. COF Subdivision Regulations, Art. V, Section C(2) (p.33). While this goal is appropriate for new development and large-scale redevelopment, where greenspace can be dedicated from the outset, it cannot be achieved within the existing configuration of the Eastern Shore Village Shopping Center. Given the current configuration of the site, the addition of any greenspace and/or recreational opportunities will require the removal of parking spaces. However, parking at the site is governed by a “Shared Parking Facilities Agreement.” (Doc. #2125287, Baldwin County Probate Records), which expressly prohibits reducing parking capacity. The Agreement states, in relevant part, “None of the parties to this Agreement shall construct improvements or permit improvements or uses to be constructed that would decrease the parking capacity on the Property [Eastern Shore Village Shopping Center].” Accordingly, the greenspace requirements cannot be satisfied without breaching a binding legal agreement. This constitutes a clear hardship and represents unique circumstances warranting a waiver. 2. The condition is beyond the control of the applicants. The existing physical condition of the site is not within the full control of the current applicants. With the exception of the tenant space involved in this Project, the operation, maintenance, and configuration of the site are governed by existing lease agreements, easements, and shared-use provisions. Any redesign of the parking lot to accommodate greenspace, landscaping, or stormwater management features would require substantial reconfiguration of established parking and traffic patterns. For this same reason, a waiver is due to be granted from the traffic study requirement. This Project will not alter the existing traffic patterns; the new tenant – a boutique exercise salon – will result in less traffic than the former use. 3. The requested waivers are consistent with the Comprehensive Plan. The applicant proposes to convert a single existing commercial unit into two tenant spaces (the “Project”). The Project will introduce, at this point in time, one additional tenant – a small- scale fitness franchise -- to an existing, and established, retail center, thereby, enhancing the mix of uses.2 The requested waivers are necessary to facilitate this Project, which unequivocally aligns with key principles of the City of Fairhope Comprehensive Plan. The Comprehensive Plan emphasizes the City’s need to take a “proactive role” in business recruitment and “strengthening Greeno Road as a convenience retail corridor” – a key objective. (City of Fairhope Comprehensive Plan, p.152). The Plan designates this corridor for “Greeno Road Neighborhood Shopping & Convenience Businesses” and stresses that businesses recommended for the corridor should be oriented to serving the shopping needs of local households. (City of 2 The second tenant has not yet been determined. November 24, 2025 Page 6 ______________________ Fairhope Comprehensive Plan, p. 153). By reducing the size of a large tenant space and creating an opportunity for an additional neighborhood-oriented business, the Project directly advances these policy objectives. Further, the Project facilitates the reuse of the existing building stock which, in turn, reduces sprawl. Reduction of sprawl is another “Key Strategy” of the Comprehensive Plan. The Comprehensive Plan specifically calls for the reduction of sprawl by “collaborating with private property owners” and encouraging infill development. (City of Fairhope Comprehensive Plan, 160). In this regard, the waiver requests further align with the City’s planning goals. 4. The waiver s are a minimum deviation from the required standard necessary to relieve the hardship. The Project, as proposed, does not deviate from the existing building footprint. Therefore, no additional nonconformities are being created. For this reason, waivers from the provisions triggered by the multiple occupancy permit process are due to be granted. 5. The waiver shall not have an adverse effect on adjacent landowners, or future landowners, or the public. There are no foreseeable adverse effects on the adjacent property owners or the public by granting the waivers. The Project does not change any existing conditions. The singular exterior change concerns the addition of double doors to an existing retail building. Because there are no changes to the existing site conditions, the waivers are due to be granted. 6. The waivers are necessary to ensure substantial justice. The waivers are necessary in order for substantial justice to be done. The Project involves a single tenant space within a long-established, fully constructed shopping center. The plat approval process for multiple occupancy projects is intended to apply when a development creates or results in three or more units being constructed for occupancy as part of a single project. The specific language can be broken down as follows: • Any project • That will involve or otherwise result in • three (3) or more units (whether contiguous or otherwise) • being constructed on real property • for occupancy. A plain reading of the above language demonstrates this Project does not trigger the multiple occupancy plat approval process. This Project will result the conversion of one existing space into two. All construction activity is confined solely to the existing footprint of a current single tenant space – the former restaurant unit. No addition or expansion is being proposed. The remaining tenant spaces in the building are fully built out, occupied, and leased. These spaces are not being altered, expanded, or reconstructed. Therefore, the Project does not “involve” or will not “otherwise result in” the construction of three or more units. November 24, 2025 Page 7 ______________________ As a result, the requirement to undergo the multiple occupancy plat approval process is improper. The requested waivers are necessary to ensure the applicants are not subjected to undue regulatory burdens. Furthermore, the term “subdivision” is defined in Section 11-52-1, Code of Alabama 1975, as the “division of a lot, tract or parcel of land into two or more lots, plats, sites or other divisions of land for the purpose, whether immediate or future, of sale or of building development.” This Project adds an interior wall to an existing commercial building. Because this Project does not divide land, create new parcels, or alter the existing site layout, it falls outside of the definition of a “subdivision” under Alabama law. Waivers are necessary to ensure fairness and substantial justice. Parking As discussed, the site is the subject of a shared parking agreement. In that agreement, the former restaurant space was allotted 14 parking spaces for 4,550 sq. ft of floor space. The new tenant – a boutique fitness franchise – will occupy 2,228 sq. ft. of the former restaurant space. According to the applicant’s calculations, eight parking spaces are required under the City of Fairhope Zoning Ordinance. The fitness center will have at least one employee on site during business hours and it offers members unlimited, 24-hour access, to virtually instructed classes. The applicants believe this use will drastically reduce the burden on the current parking facilities. Thank you, in advance, for your consideration. Sincerely, Keri Renee Coumanis PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVER UTILITY PLAN for CONTACTS C03 GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 R Know what's below. before you dig.Call CONSTRUCTION DETAILS ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering & Surveying 9969 Windmill Road Fairhope, AL 36532 251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer November 24th, 2025 Name of Project to which this Certificate Applies: Eastern Shore Village Center MOP Plans which are certified consist of Pages Cover Sheet thru Sheet C03. VICINITY MAP N.T.S. SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Eastern Shore Village Center MOP Greeno Road (US-98) Fairhope, Alabama 36532 REVISIONS: NO.REVISIONDATEAPPR. REVISIONS 0 INITIAL CITY OF FAIRHOPE SUBMITTAL11/24/2025 TLS OVERALL SITE PLANC01 XABAMWA WeENe,“lil-l//, SCENS6 No. 26348 A%SiteSLARKL"AT 5 13 0 3 30 i I 7 ’1—AA X 46.YYyy81StNIC 982 (13 N.21 Era + 14 0 44 X 28 CAD ‘airhope School Magnolia Beach UNIVERSITY OF SOUTH ALABAMA BALDWIN COUNTY co Ch ' Ch ql "ALT C 98. VFW #5660 §9 % T Twin Beach / A5 _ YY Good Samaritan <1 GULF COAST ) EXPERIMENT STATION AUBURN UNIVERSITY) - FAIRHOPE : POP 15,436 Fairhope • / • Church — — I0. LOUTO — , --- o=*- PROFESSIONAL s*£o Church 1 GR E E N O R O A D S 1 6 0 ' R I G H T - O F - W A Y LO A D I N G Z O N E FAIRHOPE AVE. 80' RIGHT-OF-WAY LOT 2 WINN DIXIE DETENTION POND SUBDIVISION (SLIDE 2469-E) LOT 2 WINN DIXIE DETENTION POND SUBDIVISION (SLIDE 2469-E) LOT 5 BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 1991-A) LOT B RE-SUBDIVISION OF LOTS 2, 3 AND 4 OF BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 2031-C) LOT A RE-SUBDIVISION OF LOTS 2, 3 AND 4 OF BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 2031-C) LOT 1 BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 1991-A) LEASEHOLD PARCEL B INSTRUMENT 1675298 7.28 AC. ± (DEVELOPED PROPERTY) GR A S S D I T C H CONCRETE FLUME XX HANDICAP PARKING (TYP.) 10 3 10 10 10 23 23 18 17 7 7 7 7 7 7 8 21 12 12 12 35 7 8 1 3 1 9 3 109 147 EXISTING 16' WIDE CONCRETE RAMP EXISTING 16' WIDE CONCRETE RAMP EXISTING 6' WIDE CONCRETE RAMP EXISTING 6' WIDE CONCRETE RAMP EXISTING HEADER CURB LINE EXISTING WOOD FENCE EXISTING BUILDING WALL EXISTING BUILDING WALL HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) EXISTING 8' WIDE CONCRETE RAMP 10 11 EXISTING BICYCLE PARKING RACKS 1 1 24" STOP BAR PEDESTRIAN CROSSWALK 24" STOP BAR PEDESTRIAN CROSSWALK FORMER YAK TENANT SPACE TO BE SPLIT INTO TWO UNITS EX I S T I N G T E N A N T S P A C E NO W O R K T H I S A R E A EX I S T I N G T E N A N T S P A C E NO W O R K T H I S A R E A TE N A N T S P A C E 2, 2 2 8 S . F . TE N A N T S P A C E 2, 2 9 3 S . F . A/C UNIT ELECTRIC METER MOP SINK HANDICAP PARKING (TYP.) SHEET C01 20251620 TLS DRAWN DATE SCALE JOB No. 11/24/25 1"=40' SE A L AF F I X RE V I S I O N DA T E OV E R A L L S I T E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 1600204080 40 SCALE Ea s t e r n S h o r e V i l l a g e Ce n t e r M O P Gr e e n o R o a d ( U S - 9 8 ) Fa i r h o p e , A l a b a m a 3 6 5 3 2 PARKING ANALYSIS: TOTAL REQUIRED 361 SPACES (FROM PEAK HOUR PARKING ANALYSIS) TOTAL PROVIDED 361 SPACES (INCLUDING 24 ADA ACCESSIBLE SPACES & 2 BICYCLE PARKING CREDITS) IT SHOULD BE NOTED THAT THE ZONING ORDINANCE ALLOWS FOR SHARED PARKING AND REDUCTIONS IN PARKING IF THE USES HAVE DISTINCTLY DIFFERENT PEAK HOURS. THIS SITE CURRENTLY HAS RETAIL SPACES, DRUG STORES, AND RESTAURANT USES. THE RETAIL AND RESTAURANT SPACES DO HAVE DISTINCTLY DIFFERENT PEAK HOURS. AN OBSERVATION OF THE SITE SHOWS THAT THERE IS AMPLE PARKING THROUGHOUT ANY GIVEN DAY. A PARKING ANALYSIS HAS BEEN PROVIDED SHOWING THE DIFFERENT ITE PARKING USES WITH THEIR DISTRIBUTIONS. » kn i l C » :8 8 9 2 2 2 2 3 8 8 » » O () I AV .6 () 3 IA 1 2 I II I 4 C 4 ? ♦ ? I O o I O O O o O o O o - ■6 G- 9- c 3 n c ) 3 C C 3 RX D 3 C i |? A 3 L 4 9 9 97 9 97 9 1 E o o Q n 0 •* o 9 I — T T L— I yC E N S , 2 w ‘i m m m i v y I I I II I I I I I I I I I I I I I S9 8‘ -1 1 / 2 4 / 2 5 S A C sW e d "i L A R Y W 1 SW A B A M . ” s V A I A G / / , 5g l mm 4 « l5 PPaaCw I ftft O V 6 9 GR E E N O R O A D S 1 6 0 ' R I G H T - O F - W A Y LO A D I N G Z O N E FAIRHOPE AVE. 80' RIGHT-OF-WAY OH P LOT 2 WINN DIXIE DETENTION POND SUBDIVISION (SLIDE 2469-E) LOT 2 WINN DIXIE DETENTION POND SUBDIVISION (SLIDE 2469-E) LOT 5 BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 1991-A) LOT B RE-SUBDIVISION OF LOTS 2, 3 AND 4 OF BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 2031-C) LOT A RE-SUBDIVISION OF LOTS 2, 3 AND 4 OF BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 2031-C) LOT 1 BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 1991-A) LEASEHOLD PARCEL B INSTRUMENT 1675298 12" 24" 24" 22" 14" 20" 18" 14" 14" 12" 16" 10" 20" 15" 14" 14" G G G G G G G G SS SS SS SS SS SSWWWW RIM:115.44' INV:106.8' GRATE:108.6' INV:104.4'(18) 8" TERRA COTTA GRATE:108.9' INV:105.1'(18) GRATE:109.1' INV:105.9'(18) GRATE:109.8' INV:106.3' RIM:110.4' INV:102.4' RIM:111.0' INV:103.1' OH P OH P OH P OH P OH P RCP RIM:110.3' INV:102.4' 8" TERRA COTTA 10 ' x 5 ' B O X C U L V E R T GR A S S D I T C H RIM:114.7' INV:109.9' CONCRETE FLUME XX EX I S T I N G T E N A N T S P A C E NO W O R K T H I S A R E A EX I S T I N G T E N A N T S P A C E NO W O R K T H I S A R E A TE N A N T S P A C E 2, 2 2 8 S . F . TE N A N T S P A C E 2, 2 9 3 S . F . SS APPROX. LOCATION OF EXISTING SEWER LINE PROPOSED 4" SEWER SERVICE C.O. INSTALL 6'X6' TRANSFORMER PAD AND PIPE BOLLARDS W W W W 8" X 3" TAP, SADDLE AND VALVE BORE PIT, SEE PAVEMENT PATCH DETAIL 208 LF 3" HDPE DIRECTIONAL BORE INSTALL FLUSHING HYDRANT & PIPE BOLLARDS 1" SERVICE SADDLEW 1" HDPE DIRECTIONAL BORE & 1" WATER METER W/ TRAFFIC RATED LID RECEIVING PIT SEE PAVEMENT PATCH DETAIL SHEET C02 20251620 TLS DRAWN DATE SCALE JOB No. 11/24/25 1"=40' SE A L AF F I X RE V I S I O N DA T E UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 1600204080 40 SCALE Ea s t e r n S h o r e V i l l a g e Ce n t e r M O P Gr e e n o R o a d ( U S - 9 8 ) Fa i r h o p e , A l a b a m a 3 6 5 3 2 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 7. 8. 9. 10. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFER TO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION. 11. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROM THE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS. 12. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS THE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILE STRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TO FITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU 6. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 13. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 150PSI FOR MINIMUM OF 6 HOURS. WITNESSED BY E.O.R, OR REPRESENTATIVE, AND FPU INSPECTOR. VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY WATER SANITARY SEWER THRUST BLOCK GAS PROPOSED G OHP OVERHEAD POWER OHP WW SS WW UTILITY PLAN LEGEND CLEANOUT C.O. FLUSHING HYDRANT ASSEMBLY ] a Z/ / / 2 2 Z / / / s Jt - s t a e - - — - - . ♦ 4 th i t o n a 5 U » :( 8 0 2 2 2 2 2 3 8 » «« «« «K » C - T X 4 C Vd ♦ ? -0 ■6 G- C 3 C ) n c 3 C 3 RX 3 ( 11 1 1 1 1 1 1 m m i 9 ! L L L L IT I i L l A s 2 9 D IA m E 28 BC n @ G G == (2 / / / / / % / J 0 I — T I □ X 3 - 3 3 • □ X d - yC E N S , 2: SS L A R K L "I m 1 I I I I I I I I I I I I I 22 ” x 3 4 ” EL L I P T I C A L 11 1 1 11 1 1 IN II I I I I I I I 9 &‘ 3 C I 5g SW A B A M . ” s V A I A G / / , 2- 1 1 / 2 4 / 2 5 s r C %a i e e y 10 ‘ x 5 ‘ B O X C U L V E R L © TT T l 4 t &‘ «JR 6E6 L 6 VITTIM11 6 V 38030 9 6 SHEET C03 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251620 TLS 11/24/25 N.T.S. 6" - 3,000 PSI CONCRETE SCALE: NTS CONCRETE TRANSFOMER PAD DETAIL COMPACTED SUBGRADE SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2" FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE (LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY CONCRETE 3000 PSI AS FORM USE GROUND GRADE PRIME AND PAINT WITH TWO 6" SCH. 40 STEEL PIPE AND ROUND OFF TOP FILL WITH 3000 PSI CONCRETE AFTER PIPE IS IN PLACE SCALE: NTS PIPE BOLLARD DETAIL COATS OF SAFETY YELLOW 2' DIA. 3' - 6 " 6" 4' 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULE CONC. THRUST BLOCK #3 REBARS UNDISTURBED SOILCONC. THRUST BLOCK SEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCK SEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL SIZE 2" DIA. PIPE LINE 4" DIA. PIPE LINE 6" DIA. PIPE LINE 8" DIA. PIPE LINE OR TEE 1.0 1.9 3.6 5.8 90° BEND 1.0 2.6 5.0 8.2 45° BEND 1.4 2.7 4.4 22-1/2° BEND 1.0 1.0 1.4 2.25 11-1/4° BEND 1.0 1.0 1.0 1.2 45° VERT. BEND 22-1/2° VERT. BEND GATE VALVE 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED IN POOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSI SOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.) VERTICAL ANCHOR BLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULE CONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL THRUST BLOCK DETAIL SCALE: NTS B. BOXES AND COVERS TO BE TRAFFIC RATED. PIPE REQ'D. MIN. 1 1/2 INCH BITUMINOUS CONCRETE PATCH WEARING SURFACE (MIX 429) EXISTING ASPHALT PAVEMENT EXISTING BASE COURSE REQ'D. SS1 OR SS1h TACK COAT 1'1' REQ'D: SAW CUT (TYP. ) BACKFILL MATERIAL MIN.MIN.MIN.MIN. TRENCH WEARING SURFACE 1' BASE MATERIAL 1' REQ'D. 6 INCH MIN. THICKNESS OF BASE MATERIAL PAVEMENT PATCH SCALE: NTS Ea s t e r n S h o r e V i l l a g e Ce n t e r M O P Gr e e n o R o a d ( U S - 9 8 ) Fa i r h o p e , A l a b a m a 3 6 5 3 2 PLUGGED END WATER METER MATERIAL SCHEDULE 1. S2: Koo 3 \2. 3",1" AND, 2" SERVICES SHALL BE TYPE K COPPER 30“ MIN. COVER <(50 I WATER MAIN ELEVATION VIEW NTS. WATER DETAILS TYPICAL WATER SERVICE METER DETAIL SHEET NO. W-1 CITY OF FAIRHOPE —r FRPPP"0o (40 02022024420242422422002022022200 3. 4I AMr 9u =EP=e &0A1 1 pE -== y ~P=r DATE ISSUED 12-07-20 n y CORPORATION STOP - FORD BALLCORP FB1000 (SEE NOTE NO. 2) CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND “365" DEGREE VALVE OPERATION WITH NO STOPS. CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON INLET AS SPECIFIED BY AWWA C800, AND COPPER TUBING SIZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE. METER BOX AND COVER BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP. TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION COUPLINGS) CITY OF FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWWA SPECIFICATION C700, LATEST REVISION, AND AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700. iR A. I SERVICE SADDLE: ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) Te O — O Q s > o [s ‘l i m m v y . fr r T — <A %a i N e e -1 1 / 2 4 / 2 5 s e SC E N S (- [ ( 20 (4 4 I 1 I7 I LL J . TE <) \4 $ r CA B A M , We E N e ’ 3 | wl O a EXISTING STEEL COLUMN TO REMAIN 8o" I n 7‘-2 1/4" EXISTING STEEL COLUMN TO REMAIN 31‘-9"31’-7’ A h 0pFLOOR PLAN . SCALE: 1/4” = 1‘-0” NEW 1-HR RATED--- TENANT DEMISING WALL MOPSINK EXISTING TENANT SPACE NO WORK THIS AREA EXISTING TENANT SPACE NO WORK THIS AREA 3 5/8"—**— TENANT SPACE 2,293 S.F. TENANT SPACE 2,228 S.F. XF5 INTERCEPTOR INTERCEPTOR INTERCEPTOR ELECT. METER CONC. MOP SINK FD&A Architecture & Planning DATA SCALE: FILE NAME: REVISIONS FILE: FD25035 DATE:NOVEMBER 20, 2025 A101 FLOOR PLAN (251) 625'6490 (251) 625'6494 fax www.fdaniell.com 8007 American Way Daphne, AL 36526 FORREST DANIELL & Associates, P.C. = . A " 2 «h 2 e Te n a n t S p a c e D e m i s i n g W a l l 40 0 E a s t e r n S h o r e S h o p p i n g C e n t e r Fa i r h o p e , A l a b a m a FD&A Architecture & Planning DATA SCALE: FILE NAME: REVISIONS FILE: FD25035 DATE:NOVEMBER 20, 2025 A201 EXTERIOR ELEVATIONS (251) 625'6490 (251) 625'6494 fax www.fdaniell.com 8007 American Way Daphne, AL 36526 FORREST DANIELL & Associates, P.C. 212-6”1 EXISTING PARAPET 5 2 5 7 f — 2 ffl 2EXISTING COLUMN EXISTING COLUMN §1 I I / CFRONT . SCALE: 1/4” = 1‘-0‘ ELEVATION 1/4”-0" NEW IMPACT RATED ----------------------- ALUMINUM STOREFRONT _+19‘-67______ EXISTING PARAPET NEW IMPACT RATED ----------------------- ALUMINUM STOREFRONT EXISTING ALUMINUM STOREFRONT EXISTING BRICK VENEER, PAINTED EXISTING ALUMINUM STOREFRONT EXISTING STUCCO FINISH BUILDING FRONT AND PARAPET EXISTING STUCCO FINISH BUILDING FRONT AND PARAPET F s s Te n a n t S p a c e D e m i s i n g W a l l 40 0 E a s t e r n S h o r e S h o p p i n g C e n t e r Fa i r h o p e , A l a b a m a Fairhope Public Utilities 6A November 20, 2025 Re: Yak (Eastern Shore Village Center), dividing into 2 units 555 S SECTION STREET, FAIRHOPE, ALABAMA 36532 • 251.928.8003 FAIRHOPEAL.GOV Council Members Kevin G. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson Ben Patterson Electric Superintendent Marshall King Electric Staking Technician This letter of availability is only valid based on what was proposed at the utility review meeting. Any changes or deviations of the proposed plan will require another utility review. This statement of availability remains effective for twelve (12) months from the date of this letter; at which time it shall expire and automatically be withdrawn. Gas: New gas service is available to the property, subject to the completion of all necessary application processes and payment of any applicable fees. Sewer: Based upon review of the proposed development, sewer service by Fairhope Public Utilities is currently available and private. This private sewer is located behind the building. All tap fees and system development charges (SDC’s) will apply, and all necessary infrastructure improvements will be at the developer’s expense. Electric: Electric is available with Fairhope Public Utilities. ATC’s will be determined upon final approval of plans. Water & Sewer: Based upon review of the proposed development, water service by Fairhope Public Utilities is currently available. All tap fees and system development charges (SDC’s) will apply, and all necessary infrastructure improvements will be at the developer’s expense. Mayor Sherry Sullivan J Sid Grose Gas Department Construction Supervisor Wes Boyett Natural Cas Superintendent lorefield Water/Wastewater Superintendent Daryl Morefield Water/Wastewater Superintendent November 18, 2025 Larry Smith S.E. Civil Engineering & Surveying RE: Service Availability – Parcel 05-46-05-16-0-000-028.545-001 Dear Mr. Smith, This letter is in response to your request for information on the availability of service at the above location by AT&T. This letter acknowledges that the above referenced property is located in an area served by AT&T. Any service arrangements for this location will be subject to later discussions and agreements between the developer and AT&T. Please be advised that this letter is not a commitment by AT&T to provide service to this location. Please contact me at the phone number included in this letter with any questions. Thank you for contacting AT&T. Sincerely, Wade Mitchell Senior – OSP Design Engineer AT&T Alabama 2155 Old Shell Rd Mobile, Alabama 36607 Gulf District/ Mobile Office (251) 680-7402 at&t 888Proud Sponsor of the U.S. Olympic Team 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 November 7, 2025 Re: Eastern Shore Village Center MOP Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. FST BENESSERE PARTNERS LP and BENESSERE PARTNERS II LP AND LOMAS PARTNERS LLC is requesting approval for The Eastern Shore Village Center MOP. This development will consist of putting a demising wall within the former YAK restaurant to turn one existing space into two spaces. The property is located at the Southeast corner of Fairhope Avenue and Greeno Road in Fairhope, Alabama. The parcel number for this project is 05-46-05- 16-0-000-028.545-001. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at S.E. Civil, 9969 Windmill Road, Fairhope, Alabama, on Monday, November 17, 2025. Please note this is an informational meeting only. The city staff and Planning Commission will not be present and will not be voting on this project at this time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE lsmith@secivileng.com CADCivilWnps Engineering & Surveying GR E E N O R O A D S 1 6 0 ' R I G H T - O F - W A Y LO A D I N G Z O N E FAIRHOPE AVE. 80' RIGHT-OF-WAY LOT 2 WINN DIXIE DETENTION POND SUBDIVISION (SLIDE 2469-E) LOT 2 WINN DIXIE DETENTION POND SUBDIVISION (SLIDE 2469-E) LOT 5 BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 1991-A) LOT B RE-SUBDIVISION OF LOTS 2, 3 AND 4 OF BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 2031-C) LOT A RE-SUBDIVISION OF LOTS 2, 3 AND 4 OF BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 2031-C) LOT 1 BALDWIN SQUARE PROFESSIONAL PARK (SLIDE 1991-A) LEASEHOLD PARCEL B INSTRUMENT 1675298 7.98 AC. ± (DEVELOPED PROPERTY) GR A S S D I T C H CONCRETE FLUME XX COUNTY ROAD 48 (FAIRHOPE AVE.) 80' RIGHT-OF-WAY HANDICAP PARKING (TYP.) 10 3 10 10 10 23 23 18 17 7 7 7 7 7 7 8 21 12 12 12 35 7 8 1 3 1 9 3 109 147 EXISTING 16' WIDE CONCRETE RAMP EXISTING 16' WIDE CONCRETE RAMP EXISTING 6' WIDE CONCRETE RAMP EXISTING 6' WIDE CONCRETE RAMP EXISTING HEADER CURB LINE EXISTING WOOD FENCE EXISTING BUILDING WALL EXISTING BUILDING WALL EXISTING BUILDING WALL HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) HANDICAP PARKING (TYP.) EXISTING 8' WIDE CONCRETE RAMP 10 11 EXISTING BICYCLE PARKING RACKS 1 INSTALL LANDSCAPED ISLAND (TYP.) 1 R6' 4" SWSL 4" SWSL 24" STOP BAR PEDESTRIAN CROSSWALK DYSL 24" STOP BAR PEDESTRIAN CROSSWALK FORMER YAK TENANT SPACE TO BE SPLIT INTO TWO UNITS SHEET C06 20210976 TLS DRAWN DATE SCALE JOB No. 11/24/25 1"=40' SE A L AF F I X RE V I S I O N DA T E OV E R A L L S I T E P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 1600204080 40 SCALE Ea s t e r n S h o r e V i l l a g e Ce n t e r M O P Gr e e n o R o a d ( U S - 9 8 ) Fa i r h o p e , A l a b a m a 3 6 5 3 2 ki iNa t 8 V ■k •*» 2 PT ? P i , ■ I idi 1 - f I T i?Jh I • -— * mt 1 sV t J $ Ik s1t I t 1 | s I W « I e f 2 J 4 1 I % I $ J| — 1 S m al ils i l I i s s m o s m s e n s a e n e d ■ sa r e og u m KI 32 0 cu Me w e l »» « He N H C ra n om an ii e md n G HO ) OH K G ) r =K -3 - 2 / 7 / 2 4 s s o YA N 8 4 0 ", h A R S S W 8 $ O. WW A B A T ’ , s w x n n A 4 s5 S . 3 | wl O a EXISTING STEEL COLUMN TO REMAIN 8o" I n 7‘-2 1/4" EXISTING STEEL COLUMN TO REMAIN 31‘-9"31’-7’ A h 0pFLOOR PLAN . SCALE: 1/4” = 1‘-0” MOPSINK EXISTING TENANT SPACE NO WORK THIS AREA EXISTING TENANT SPACE NO WORK THIS AREA 3 5/8"—**— TENANT SPACE 2,293 S.F. TENANT SPACE 2,228 S.F. XF5 INTERCEPTOR INTERCEPTOR INTERCEPTOR ELECT. METER CONC. MOP SINK FD&A Architecture & Planning DATA SCALE: FILE NAME: REVISIONS FILE: FD250?? DATE:OCTOBER 1, 2025 A101 FLOOR PLAN (251) 625'6490 (251) 625'6494 fax www.fdaniell.com 8007 American Way Daphne, AL 36526 FORREST DANIELL & Associates, P.C. = . A " 2 «h 2 e Te n a n t S p a c e D e m i s i n g W a l l 40 0 E a s t e r n S h o r e S h o p p i n g C e n t e r Fa i r h o p e , A l a b a m a 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Eastern Shore Village Center MOP Community Meeting Meeting Notes Meeting Date: November 17, 2025 Meeting Time: 12:00 PM Meeting Location: SE Civil Conference Room Hosted By: Larry Smith, PE – SE Civil In Attendance Larry Smith, PE with SE Civil. No adjacent property owners or citizens from the community were present. 25 minutes after the meeting was scheduled to start, we ended the meeting since no one from the community was in attendance. Next Steps We intend to submit the application to the City of Fairhope Planning Department on November 24, 2025 for consideration at the January Planning Commission Meeting. Sincerely, Larry Smith, PE lsmith@secivileng.com CADCivilWnps Engineering & Surveying EASTERN SHORE VILLAGE MOP Property BENESSERE LP & BENESSERE PARTNERS II LP & LOMAS PARTNERS LLC MISSISSIPPI BALDWIN SQUARE LLC AND BALDWIN SQUARE INVESTORS LLC KNOLLWOOD/COTTAGE HILL DEVELOPMENT COMPANY LLC EVERYTHING SCOTTISH LLC A I CORTE JR FAMILY LIMITED PARTNERSHIP S.E. CIVIL SCHROCK ENTERPRISES LLC DPG-KD FAIRHOPE LLC EASTERN SHORE VILLAGE MOP FAIRHOPE SINGLE TAX COPRORATION AAA PETEROLEUM LLC QUINN, MICHAEL (1/3 INT)&FORE, DAVID (1/3 INT) &ARCEMENT LARRY JOSEPH & ARCEMENT, ROSE MARIE (1/3 INT) SONNY HILL L L C Signature Email Address