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Home My WebLink About10-06-2025 Planning Commission Agenda PacketCouncil Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Kevin G. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Fairhope Planning Commission Agenda October 6, 2025 – 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 Kevin Boone (CC) (CC) City Council Representative 2.CONSENT AGENDA •Election of Officers •Approval of 2026 Meeting Schedule •Approval of Minutes – September 4, 2025 •UR 25.12 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 13,479 LF of fiber cable at 539 Salem Street. 3.REGULAR AGENDA OLD BUSINESS ZC 25.06 8505 County Road 34 – no updates NEW BUSINESS A.IR 25.01 Request of the Applicant, Core Development and Construction of Alabama, LLC, for an Informal Review of Colony Village. B.SR 25.05 Request of the Applicant, Chris Lieb, on behalf of the Owner, Wendelta Property Holdings LLC, for Site Plan Approval of Wendy’s Fairhope. The property is approximately 1.07 acres and is zoned B -2 – General Business District. The property is located on Lot 1 of Rockwell Place on State Highway 181 north of State Highway 104. PPIN #: 625448 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 Kevin G. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer C. 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 D. ZC 25.09 Public hearing to consider the request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Achee Properties, for conditional annexation to R-1, Low Density Single-Family Residential District for Hill Top North. The property is approximately 14 acres and is located at 6796 Twin Beech Road. PPIN #: 3747 4. PUBLIC FORUM 5. ADJOURN FAIRHOPE PLANNING COMMISSION DEADLINES 2026 AGENDA IS SUBJECT TO CHANGE BY PLANNING COMMISSION Meeting Date, 5:00 PM Submittal Deadline, 9:00 AM Monday, January 5, 2026 Tuesday, November 25, 2025 Monday, February 2, 2026 Tuesday, December 23, 2025 Monday, March 2, 2026 Tuesday, January 20, 2026 Monday, April 6, 2026 Tuesday, February 24, 2026 Monday, May 4, 2026 Tuesday, March 24, 2026 Monday, June 1, 2026 Tuesday, April 28, 2026 Monday, July 6, 2026 Tuesday, May 26, 2026 Monday, August 3, 2026 Tuesday, June 23, 2026 Thursday, September 10, 2026 *Moved due to Labor Day Holiday Tuesday, July 28, 2026 Monday, October 5, 2026 Tuesday, August 25, 2026 Thursday, November 5, 2026 *Moved due to City Council Organizational Meeting Tuesday, September 22, 2026 Monday, December 7, 2026 Tuesday, October 27, 2026 Monday, January 4, 2027 Monday, November 24, 2026 PLANNING COMMISSION MEETINGS ARE HELD IN THE COUNCIL CHAMBERS, FAIRHOPE MUNICIPAL COMPLEX AT 161 N. SECTION STREET. IT IS THE RESPONSIBILITY OF THE APPLICANT TO SEE THAT ALL SUBMITTALS ARE MADE IN A COMPLETE AND TIMELY SEQUENCE, AND TO HAVE THE CASE PRESENTED BEFORE THE COMMISSION AT SCHEDULED MEETINGS. **INCOMPLETE SUBMITTALS WILL NOT BE PLACED ON THE AGENDA.** September 4, 2025 Planning Commission Minutes The Planning Commission met Thursday, September 4, 2025, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas; Hunter Simmons, Planning and Zoning Director; Mike Jeffries, Development Services Manager; Payton Rogers, Planning and Zoning Manager; Michelle Melton, City Planner; Chris Williams, City Attorney, and Cindy Beaudreau, Planning Clerk. Absent: Rebecca Bryant and Kevin Boone Chairman Turner called the meeting to order at 5:02 PM. Consent Agenda • Approval of the Minutes August 4, 2025 John Worsham made a motion to approve the consent agenda including the minutes. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None Old Business • SD 22.18 Greenfields – Request of Applicant, S.E. Civil, for an additional one-year extension for preliminary plat approval Mike Jeffries, Development Services Manager, explained that the project is currently and actively under construction. John Worsham made a motion to approve the extension of SD 22.18 for an additional one-year extension for preliminary plat approval. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None September 4, 2025 Planning Commission Minutes New Business A. SD 25.13 Public hearing to consider the request of the Applicant, Jay Broughton, on behalf of the Owner, Acre Investments, for preliminary plat approval of Ashford Court Subdivision, a 9-lot subdivision. The property is zoned R-1, Low Density Single-Family Residential District. The property is approximately 5.20 acres and is located at 0 Gayfer Road Extension. PPIN #: 13818 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, Jay Broughton, on behalf of the Owner, Acre Investments, for preliminary plat approval of Ashford Court Subdivision, a 9-lot subdivision. The property is zoned R-1, Low Density Single-Family Residential District. The property is approximately 5.20 acres and is located at 0 Gayfer Road Extension. Mr. Rogers shared the zoning map and aerial map. Mr. Rogers explained how the greenspace is not compliant with this project and how it could be fixed. Jay Broughton stated that he will work with staff to ensure the green space and sidewalks are compliant. Staff recommends approval of SD 25.13 with the following conditions: 1. Revision of the Final Plat to remove Surveyor’s Note numbers two (2) and three (3) and provision of a separate data table detailing compliant front, rear and side yard setbacks. 2. Provision of a note on the Final Plat stating that no structures shall be constructed in any easement without permission of the easement holder(s). 3. Revision of all plans to relocate the proposed sidewalk east of the Gayfer Road entrance, moving it off the right-of-way and onto the property, with corresponding adjustments to the Tree and Landscape Plan to ensure compliance with greenspace standards. 4. Revision of the Tree and Landscape Plan prior to issuance of any development permits to illustrate accurate labeling and calculations for greenspace types and their area as well as provision of sufficient detail within the areas being counted for greenspace to demonstrate compliance with Article V Section C Table 4-1 of the Subdivision Regulations. 5. After installation of all roadways but prior to submittal for Final Plat approval, the Applicant shall coordinate with Planning staff to perform a site inspection for the purposes of evaluating the existing vegetation buffer around the detention area. If staff determines the buffer to be insufficient, the City of Fairhope reserves the right to require new plantings to bring the screening into compliance with the Trees and Landscaping Ordinance. Chairman Turner opened the public hearing at 5:19pm. Having no one to speak, the public hearing was closed at 5:19pm. Chairman Turner asked what will happen with the water in the dry detention pond? Mr. Broughton explained that the water will perc into the soil and will discharge into the existing wetlands after being treated. John Worsham made a motion to approve SD 25.13 with staff recommendations 1-5. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas September 4, 2025 Planning Commission Minutes Nay: None B. SR 25.04 Request of the Applicant, Chris Lieb, on behalf of the Owner, Avrend, LLC, for Site Plan Approval of Rock Creek Commercial. The property is approximately 2.23 acres and is zoned PUD – Planned Unit Development. The property is located on Rock Creek Parkway east of US 98. PPINs #: 347922, 242236 Mike Jeffries, Development Services Manager, presented the request of the Applicant, Chris Lieb, on behalf of the Owner, Avrend, LLC, for Site Plan Approval of Rock Creek Commercial. The property is approximately 2.23 acres and is zoned PUD – Planned Unit Development. The property is located on Rock Creek Parkway east of US 98. Mr. Jeffries shared the zoning map and aerial map. Harry Kohler stated that the Rock Creek residents are concerned with traffic and that traffic should be looked at in that area. Noah Byrd, Lieb Engineering, stated that they would look at it. Staff recommends approval of SR 25.04 to the City Council with the following conditions: 1. A re-plat is completed combining the property together. 2. Revise the site plan to reflect the wetland buffer signs at the wetland buffer line and not the wetland line according to the wetland established by a current wetland delineation. 3. Approval of SD 25.14 Rock Creek Commercial MOP. Hunter Simmons, Planning and Zoning Director, explained the differences between Site Reviews and Multiple Occupancy Projects. John Worsham made a motion to recommend approval of SR 25.04 to City Council with staff recommendations. Harry Kohler seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None C. SD 25.14 Public hearing to consider the request of the Applicant, Chris Lieb, on behalf of the Owner, Avrend LLC, for preliminary plat approval of Rock Creek Commercial, a 4-unit multiple occupancy project. The property is zoned PUD, Planned Unit Development. The property is approximately 2.23 acres and is located on Rock Creek Parkway east of US 98. PPINs #: 347922, 242236 Mike Jeffries, Development Services Manager, presented the request of the Applicant, Chris Lieb, on behalf of the Owner, Avrend LLC, for preliminary plat approval of Rock Creek Commercial, a 4-unit multiple occupancy project. The property is zoned PUD, Planned Unit Development. The property is approximately 2.23 acres and is located on Rock Creek Parkway east of US 98. Mr. Jeffries shared the zoning map and aerial map. September 4, 2025 Planning Commission Minutes Chairman Turner asked if the detention pond has been physically inspected. Mr. Jeffries stated that the pond will be redone to remove the invasive plants. Paul Fontenot asked where the outfall would go. Mr. Jeffries replied that it will go into Rock Creek on the east side of the pond. Noah Byrd, Lieb Engineering, stated that they will make sure that the pond is adequately designed. Staff recommends approval of SD 25.14 with the following conditions: 1. A re-plat is completed combining the property together. 2. An O&M plan is recorded reflecting the drainage and maintenance requirements. 3. Provide a stormwater inspection report from the EOR certifying the improvements and maintenance to the stormwater pond have been completed. 4. Revise the site plan to reflect the wetland buffer signs at the wetland buffer line and not the wetland line according to the wetland established by a current wetland delineation. 5. Provide a revised drainage letter confirming the restoration and excavation of the existing pond meets the current stormwater requirements of the Subdivision Regulations. 6. Approval of the Site Plan SR 25.04 Rock Creek Commercial by City Council. Chairman Turner opened the public hearing at 5:42pm. Julie Hart, 114 N Creek Circle, asked if this is contingent on traffic, drainage and wetlands with protected wildlife? Mr. Turner stated that staff is requiring a drainage letter and that wetland issues will be addressed. The public hearing was closed at 5:45pm. Mr. Kohler requested that a traffic engineer examine the entrance to Rock Creek. Mr. Turner was concerned with the velocity of the water hitting Rock Creek. Mr. Simmons explained the types of traffic studies. Harry Kohler made a motion to approve SD 25.14 with staff recommendations and the addition of the following two conditions: 7. Provide a traffic engineering review of the ingress/egress at the entrance of Rock Creek during rush hour, subject to staff approval to move forward. 8. Address the velocity of the stormwater exiting the detention pond into Rock Creek, subject to staff approval to move forward. Hollie MacKellar seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None September 4, 2025 Planning Commission Minutes D. SD 25.15 Public hearing to consider the request of the Applicant, Chris Lieb, on behalf of the Owner, G Real Estate LLC, for preliminary plat approval of Ross Givens Office Building, a 4-unit multiple occupancy project. The property is zoned M-1, Light Industrial District. The property is approximately 0.53 acres and is located on Nichols Avenue east of Greeno Road. PPIN #: 276903 Mike Jeffries, Development Services Manager, presented the request of the Applicant, Chris Lieb, on behalf of the Owner, G Real Estate LLC, for preliminary plat approval of Ross Givens Office Building, a 4-unit multiple occupancy project. The property is zoned M-1, Light Industrial District. The property is approximately 0.53 acres and is located on Nichols Avenue east of Greeno Road. Mr. Jeffries shared the zoning map and aerial map. Mr. Jeffries explained the waiver request made by the Applicant regarding the types of green space. Staff recommends approval of the waiver request to allow the landscaped area adjacent to the ROW to count as a “Natural Greenspace” type and be utilized for the green space. Staff recommends approval of SD 25.15 with the following conditions: 1. Planning Commission approval of Greenspace waiver. 2. An O&M plan is recorded reflecting the drainage and maintenance requirements. Chairman Turner opened the public hearing at 6:06pm. Eugene Levert, 116 Spring Park Drive, shared his concern regarding the stormwater runoff, night lighting, noise at night and elimination of greenspace. Kenneth Williams, 208 Hawthorne Circle, shared his concern regarding floods during storms and speeding cars. The public hearing was closed at 6:14pm. Mr. Turner stated that offices are allowed in M-1, but what happens if they want to change to retail or a restaurant. Mr. Jeffries stated that retail is not allowed in M-1. A restaurant is allowed with special conditions and approval by the Board of Adjustments. Mr. Turner shared his concern about there being no sidewalks along Nichols Avenue. Noah Byrd, Lieb Engineering, stated that the site has been designed pervious and a bio-retention swale will be backfilled with a porous medium. Mr. Byrd added that they will add dense landscaping towards the back of the project. Mr. Simmons stated that the lighting for the project has already been vetted but a fence may be allowed that would help with headlights. John Worsham made a motion to approve the waiver request for SD 25.15. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: September 4, 2025 Planning Commission Minutes AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None Erik Cortinas made a motion to approve SD 25.15 with staff recommendations of condition 2. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None E. ZC 25.06 Public hearing to consider the request of the Applicant, Lieb Engineering, on behalf of the Owner, Katrina Schonemann, for conditional annexation to R-1B, Low Density Single-Family Residential District. The property is approximately 30 acres and is located at 8505 County Road 34. PPIN #: 5735 Noah Byrd, Lieb Engineering, requested that this item be tabled. John Worsham made a motion to table ZC 25.06 at the applicant’s request. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None F. ZC 25.07 Public hearing to consider the request from the City of Fairhope Planning and Zoning Department, for various proposed amendments to the City of Fairhope’s Zoning Ordinance. Hunter Simmons, Planning and Zoning Director, presented the request from the City of Fairhope Planning and Zoning Department, for various proposed amendments to the City of Fairhope’s Zoning Ordinance. Mr. Simmons explained the following sections of proposed amendments: 1. Changes to Site Plan Review requirements 2. Impervious Surface Maximum added to Residential 3. Recreational Zoning Districts 4. Townhouses 5. Multi-Family/Apartments 6. Mixed-Use Buildings 7. Planned Unit Developments (PUD’s) 8. Village Districts 9. Use Table 10. General Maintenance and Definitions Staff recommends approval of ZC.07 to the City Council. September 4, 2025 Planning Commission Minutes Chairman Turner opened the public hearing at 6:34pm. Donald DeGutz, 110 Blakeney Avenue, stated that he was pleased with the building height and compliance with the Comp Plan and asked if there is a conflict with removing NVC, etc. Mr. Turner replied no. Melissa Hadley, Goodwyn Mills Cawood, shared her concerns with Table 3.2 and an R-2 town home at 20,000 sq. ft. Mr. Simmons explained that the town home will be 3,600 sq. ft on a 20,000 sq. ft. lot. Mr. Hadley continued her concern about the lot size for a town house and the density for multi-family. Mr. Turner stated that where there is high density there are so many more cars and it creates an issue of what to do with those vehicles. Ms. Hadley is worried that these amendments may kill multi-family developments and feels like 8,000 free standing retail seems small. Mr. Simmons stated that requirement has always been in the regulations with the exception of the Greeno Road Village. Taylor Henseler, 355 Patlynn Drive, shared his concern with the commercial percentage in a PUD and the commercial being required to be developed up front. Mr. Turner suggested going with straight zoning. The public hearing was closed at 6:54pm. Mr. Cortinas asked how the impervious areas are calculated. Mr. Simmons explained. John Worsham made a motion to recommend approval of ZC 25.07 to City Council. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None Adjournment Erik Cortinas made a motion to adjourn. AYE: Lee Turner; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Hollie MacKellar; Erik Cortinas Nay: None Adjourned at 7:00pm. _______________________ ________________________ Lee Turner, Chairman Cindy Beaudreau, Secretary City of Fairhope Planning Commission October 6, 2025 UR 25.12 -539 Salem Street !Project Name: LUR 25.12, 539 Salem Street Site Data: 13,479 LF of fiber cable Project Tvoe: Install fiber cable Jurisdiction: Fairhope Planning Jurisdiction Zoning_ District: N/A PPIN Number: N/A General Location: Hawthorne Glenn area Survey_or o[Record: !J/A Engineer ot Record: N/A Owner L Develoe,er: C-Spire School District: Fairhope Elementary School Fairhope Midd le and High Schools Recommendation: Approved w/ Conditions PreQared bl£: Name -8·4 Business and Professional District D M·l Light Industrial District -P-1 Parking District CJ PUD • Planned Unit Development D R·l Low Density Single-Family D R·2 Medium Density Single-Family c:::J R-3 High Density Single-Family c::::J R·3 PGH High Density Single-Family D R·3 TH High Density Single-Family -R·4 Low Density Multl·Family D R-6 Mobile Home Park District D RA· Resldentlal/Agri~ulture District c::::J Parcel C] Corporate Limit Area UR 25.12 – 539 Salem St October 6, 2025 Page 1 of 4 SUMMARY OF REQUEST Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 13,479 LF of fiber cable at 539 Salem Street. Locator Image STAFF COMMENTS The proposed utility construction falls within the corporate limits of the City of Fairhope. Any portions of the project affecting public right-of-way (ROW) maintained by Baldwin County or the Alabama Department of Transportation (ALDOT) shall require permits through the respective agency. This site shall comply with all State, Federal and local requirements, including, but not limited to the following City of Fairhope Ordinances: 1) City of Fairhope Wetland Ordinance (#1370), which regulates activity within 20' of wetlands; 2) City of Fairhope Red Soil & Clay Ordinance (#1423), which prohibits the use of red soil / clay within 100' of critical areas; 3) City of Fairhope Erosion and Sediment Control Ordinance (#1398); and 4) Chapter 19 Article VI: ROW Construction and Administration, Ordinance (1754). Permitting, Locating, and Phasing • Subsurface Utility Engineering may be required for sensitive locations within the city as required by the ROW supervisor. • An additional right-of-way permit may be required for the potholing procedures needed for SUE. • A traffic control plan shall be submitted with all permits that affect the flow of traffic. • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department. Permit not valid until approved and paid for on Citizen Serve online portal. • The City’s ROW inspector is to be notified 24 hours prior to any activity within the ROW. The prior notice applied to all activity within the ROW including but not limited to trenching, boring, concrete placement. UR 25.12 – 539 Salem St October 6, 2025 Page 2 of 4 • Hand holes/boxes shall not be allowed to be installed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate with the ROW inspector to resolve any conflicts. • The applicant shall contact Alabama One Call 811 to locate all existing utilities in the ROW (750 LF maximum daily allocation for COF utility locates per day). • A pre-construction meeting shall be held with the City prior to issuance of any permits. Construction • A minimum horizontal clearance (separation) of 36” must be maintained from water, sewer, gas, stormwater, and other city utility infrastructure. • A minimum depth for all telecommunication lines shall be 30”. • Conduit shall match the 811-color code for communication, electric, gas etc. No blue/blue striped conduit is to be used for telecommunications. • The contractor responsible for *excavating inside right of way will be required to provide video documentation of the integrity of any sanitary sewer line (including laterals) within 3 feet of work being performed. This can be videoed prior to work being performed if locations, including depths, are clearly established by contractor, and said work is not within 3 ft of sewer mains or laterals within right of way. This does not apply to laterals on private property not “publicly maintained” (Private infrastructure). • Water, sewer, and gas mains/services must be potholed prior to bore/missile crossings. If street cuts are necessary please contact Right of Way inspector for restoration. • If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. Cold patch asphalt shall be used as a temporary walking surface until the permanent repair can be done. • Sidewalk panels shall be a minimum of 4000 psi and be inspected within 24 hours of pouring concrete. Anything over one sidewalk panel shall be poured via concrete truck (no bag mix allowed). Horticultural • Handholes shall not be located within driplines of trees within City property, to include the right of ways, without explicit written permission from the City Horticulturalist. • Any proposed trenching shall not be within the dripline of trees. • If within tree dripline, consult the City of Fairhope Horticulturist prior to earth work. • Trees shall not be negatively impacted. • 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. • Any work done within the critical root zone shall be done to meet or exceed Internal Society Arboriculture (ISA) standards. • All roots to be removed shall be severed cleanly at the perimeter of the protected radius. • Protective barriers shall be used for all trees, barricades shall be erected a minimum of 20’ from the trunk. Erosion Control • Any ROW cuts shall be stabilized (covered) at the end of each day & disturbed areas shall be re- vegetated with sod within ten (10) days of completion of the project. Sod shall be watered to ensure survival. • Any excess soil shall be removed and disposed of properly. Dumping on private property without approval will not be tolerated. UR 25.12 – 539 Salem St October 6, 2025 Page 3 of 4 • Mulch / seed shall only be acceptable as temporary cover. • Inlets shall be protected. BMPs shall be placed at all affected storm inlets. • If the site is within 100' of a critical area (wetland, etc.), red soil/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. • BMPs shall be installed at boring sites and trench locations. • Ground conditions in the ROW’s shall be returned to original preconstruction condition(s) or better. • No open trenches shall be allowed. Directional boring shall be used in sensitive areas, such as under roads, in proximity to trees, on finished lots, etc. Project Completion, Punch List Walk, and As-Built • The applicant shall provide as-built drawings of all installed lines depicting depths. • Damage to any City’s infrastructure (storm, sewer, water, ditches etc. shall be the responsibility of the permittee to repair to city standards at no cost to the city. • Any damage that occurs needs to be reported to the city as soon as possible. • Pedestals shall be placed in a manner as to avoid obstructing visibility of motorists and to allow vehicles to exit the roadway during an emergency. UR 25.12 – 539 Salem St October 6, 2025 Page 4 of 4 UTILITY REVIEW CONSIDERATIONS Standards of Review: Alabama Code Section 11-52-11 grants review authority to the Planning Commission for all proposed construction of utilities within public right-of-way. Recommendation: Staff recommends APPROVAL of UR 25.12 – 539 Salem St. Utility Review 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. Michelle Melton City of Fairhope Planning Commission October 6, 2025 SR 25.05 -Wendy's Project Name: Wendy's Site Data: 1.07 acres Project Tvoe: Site plan approval Jurisdiction: Fairhope Planning Jurisdi ction Zoning District: 8-2 General Business District >--- PPIN Number: 625448 General Location: Between Bushel Drive and State Highway 181 Surve~or ol Record: Chris Lieb Engineer ol Record: Chris Lieb Owner I Developer: Wendelta Property Holdings, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Preeared bl£: --Road LJ 8 ·2 General Business District LJ PUD • Planned Unit Development D Parcel SR 25.05 – Wendy’s at Rockwell Place October 6, 2025 Page 1 of 4 SUMMARY OF REQUEST Request of the Applicant, Chris Lieb, on behalf of the Owner, Wendelta Property Holdings LLC, for Site Plan Approval of Wendy’s Fairhope. The property is approximately 1.07 acres and is zoned B -2 – General Business District. The property is located on Lot 1 of Rockwell Place on State Highway 181 north of State Highway 104. SITE HISTORY The subject site has had numerous Subdivision, Multiple Occupancy Project (MOP), and Zoning Change applications before both the City of Fairhope and County Planning Commissions. Most recently the subject site was before the Planning Commission at its July 7, 2025 meeting included as part of a request for approval of a 10-Lot Major Subdivision to resubdivide Rockwell Place Lot 1. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Buildings - COMPLIANT The building takes up 5.17% of Lot 1 and is 20’2’’ tall. The total impervious area excluding the building is 52.50% (24,422 sf). Building materials consist of a knotwood wall system with metal flashing. Building elevations have been attached to the end of this report as an exhibit. Traffic - COMPLIANT A traffic study was conducted for Rockwell Place Subdivision, and the road infrastructure was designed in accordance with the recommendations from the traffic study. Shared access points are on the plat to limit the number of curb cuts on Bushel Drive. Parking - NON-COMPLIANT The site plan illustrates a surplus of parking with an acceptable 19 spaces. Twenty percent (20% ) overage is allowed and is required to utilize pervious surfacing in accordance with Article IV Section E.4.c(2) of the Zoning Ordinance. The site plan does not provide any pervious parking spaces; whereas at least three (3) need to be pervious. There are six (6) compact parking spaces. Connectivity - COMPLIANT The site plan includes interior concrete sidewalks along Bushel Drive and Rockwell Boulevard. The concrete sidewalk also connects with an existing asphalt path parallel to State Highway 181. The Pedestrian Circulation Plan can be found on Sheet C8.0 in the Complete Plans. Drainage - COMPLIANT Drainage has been accounted for the entire commercial portion of Rockwell Place in accordance with SD 25.08; thus, there are no retention/detention facilities required on individual lots. Lot 1 utilizes Common Area 1 for its drainage and is detailed as such within a note on the site plan . Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. SR 25.05 – Wendy’s at Rockwell Place October 6, 2025 Page 2 of 4 Mechanical Equipment - COMPLIANT Mechanical equipment has been finalized, and all appear on the Site Plan. Dumpster - COMPLIANT The site plan illustrates a double dumpster adjacent to Common Area 1 with compliant screening. A 1000- gallon grease trap is also illustrated on site. Tree & Landscaping - MORE INFO NEEDED A landscaping plan was submitted and is included in the packet. No comments have been received. Signage - COMPLIANT Signage will be reviewed at time of a sign permit submittal. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Comprehensive Plan - COMPLIANT Rockwell Place is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are the Rockwell Place Apartments. Proper buffers are included in the plans to mitigate the conflicting land use s. Benefits to the Community - COMPLIANT There are a lot of residential units being built in the immediate surrounding area, especially to the North. A commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth criteria for reviewing rezoning requests. Recommendation: Staff recommends APPROVAL of SR 25.05 – Wendy’s at Rockwell Place Site Plan with the following conditions: 1. Revision of the Site Plan to include pervious parking in compliance with Article IV Section E.4.c(2) of the Zoning Ordinance ; 2. Coordination with City Horticulturalist on submittal of a compliant tree and landscaping plan; and 3. All signage shall conform to the City of Fairhope Sign Ordinance. EXHIBITS SR 25.05 – Wendy’s at Rockwell Place October 6, 2025 Page 3 of 4 Proposed Site Plan SITE DATA: 1. PROPOSED USE: 2. ZONING: J. TOTAL AREA: 4. BUILDING S.F.: 5. PARKING SPACES REQUIRED: 6. PARKING SPACES PRCMDED: 7. BUILDING HEIGHT: 8. TOTAL GROSS FLOOR AREA: 9. PROPOSED BUILDING COVERAGE: 10. PERCENTAGE IMPER\JlOUS AREA EXCLUDING BUILDING: 11. PERCENTAGE LANDSCAPING: 12. PERCENTAGE GREENSPACE: RESTAURANT B-1 GENERAL BUSINESS 1.07± AC. (46,474 S.F.) 2,J70 S.F. 14 (68 SEATS) 19 (6 ARE COMPACT) 10'-1" 2,J70 SJ. (0.05 AC.) (05.17%) 1,J70 S.F. (0.05 AC.) (05.17X) 14,421 S.F. (0.61 AC.) (51.50%) 19,682 SJ, (0.45 AC.) (42.JJ%) 19,682 S.F. (0.45 AC.) (41.JJX) EXHIBITS SR 25.05 – Wendy’s at Rockwell Place October 6, 2025 Page 4 of 4 Proposed Building Elevations - South Proposed Building Elevations – East & West Proposed Building Elevations - North APPLICATION FOR SITE PLAN APPROVAL ~ Site Plan Application Type : Attachments : (;21 Al1icles of Inc01poration or List all as sociated investors Date of Application : _8_!2_1_12_5 _____ _ Property Owner / Leaseholder Information Name of Property Owner:Wendelta Property Holdings LLC Phone Number: 901-237-8409 Address of Property Owner: _1_D_R_M_L_K_J_r_A_ve_St_e_1_30 _____________ _ City: Memphis State: TN Zip: 38103 Proposed Site Plan Name: _W_e_n_dy~'s_Fa_ir_h_op_e ________________ _ Site Acreage: _1_.0_7 ________ _ Sq. Footage: _2_,34_9_s_q_ft ____ _ Parcel No: Lot 1 of Rockwell Place Current Zoning: _B_-2 _______ _ Authorized Agent Information Name of Authorized Agent: Chris Lieb with Lieb Engineering Phone Number: 2519789779 Address: 1290 Main Street Ste E City: Daphne State: AL Zip: _3_65_2_6 __ _ Contact Person: Chris Lieb Engineer/ Architect Information Name of Firm: Lieb Engineering Company Phone Number: 2519789779 Address: 1290 Main Street Ste E City: Daphne State: AL Zip : _3_65_2_6 __ _ Contact Person: Chris Lieb 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 b y Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. Wendelta Property Ho ldings LLC Property Owner /Leaseholder Printed Name 8/22/2025 Date ~..-,:!ti,, WI.di~/~.._.. 00.0IU!l,l °" ...... • -.~~ Mtt.c:t, Davenport I Pmoot1Sln.Jction Manager =--~1~~,1~......., ~tftt1.'01-UIW Signature Fairhope Single Tax Corp. (If Applicable) FOlOO , :. OFFICE OF THE SECRETARY OF STATE P O BOX 136, JACKSON, MS 39205-0136 (601)359-1633 Mississippi LLC Certificate of Formation The undersigned hereby executes the following document and sets forth: (fi('lds marked with an :1s1cdsks arc required) Business ID: 939820 Date Filed: 10/17/2008 12:00 PM C . Delbert Hosemann, Jr. Secretary or Stale 1. Name of the Limited Liability Company: (The name must include the words "Limited Liability Company" or the abbrevlntlon "LLC" or "L.L.C.") ¢'' IWENDELTA PROPERTY HOLDINGS, LLC 2. The future effective date is j.----------------.1 (Complete if Applicable) 3. Federal Ta x lD if available (Do not put Social Security Number in the box) ¢ [ applied for 4. Name and Street Address of the Registered Agent and Registered Office is (must be in Mississippi) q ~Name le T Corporation System <> '"Physical 1645 Lakeland East Drive, Suite 101 Address . I I <> PO , Boi< I ---------------------------------- -, ''City 1 .... F_l o_w_o_o d _________ -____ _.l E] I39232 -9099 7 * State * Zip5 -Zip4 5. If the Limited Liability Coml)ony is to have a specific date ofdissoiution, the latest date upon which the Limited Liability Company is to dissolve is c:::> !perpetual 6. Is full or partial management of the Limited Liability Company vested inn manager or managers? (Mark Appropriate box) ~t , 8es □No 7. Other matters the managers or members elect to Include: (Attach additional pages if necessary) q '~==============================================::==;I QI I .__ ____________________________________ ..J Rev . 02/08 I of2 co O"\ U1 CD 0 -.I 0 c-, -4 -.J 08 • OFFICE OF THE SECRETARY OF STATE P O BOX 136, JACKSON, MS 39205-0136 (601)359-1633 Certificate of Formation 8. Signatures: This certificate must be signed by at least one member, manager, or organizer. (If signed by "manageru box 6 on page one 1 should be marked "yes".) The name, title, and address of each signer should be included in the spaces indicated. This page may be duplicated for additional signatures. ,, Printed Name joeoffi:ey M . Hirsch '' Title I organizer * By: Street and Mailing Address q. •· Physical Address ¢ "P. 0. Box ~''City (please keep writing within blocks) ;:16=0=75=P=o=p=lar==A=v=en=u=e=, S=u=it=e=5=0=0 ==============================================:!I 0) 1171443 1 ~ :::================================.---~----_-_-;:;:_:_·-_-_-;:;:_-;:;:_-_-_-;:::_-_-_-_-_-,:_-_-J..., co !Memphis jEJl38119 I 3 ~-_______________ ___, State Zip5 -Zip4 -.J 08; Printed Name ..__ ____________________ --1Title 11.--_________ ____1 By: Signature Street and Mailing Address ~ Physical Address ~ PO .Box ¢ City Rev. 02/08 (please keep writing within blocks) '--------..---J □~--:------...J State Zip5 -Zip4 2 of2 October 1 7, 2008 VIA HAND DELIVERY Mississippi Secretary of State Corporations Division 700 North Street Jackson, MS 39202 Bu TL ER I s N O\K/ Re: Wendelta Property Holdings, LLC Dear Sir: Writer's Direct Number (601) 985-4302 Enclosed herewith please find the duly executed Certificate of Formation for Wendelta Property Holdings, LLC and this firm's check in payment of the $50 ,00 filing fee . Please review the Certificate of Formation and, if it meets with your approval, file it of record in your office and hold the "filed" stamped copy for the undersigned to be picked up by our messenger. 1f you have any questions or if you need any additional information with respect to this matter, please do not hesitate to contact us , MDD:wp Enclosures Po1t O/fia lJox 22567 ja,luon, M S 39225-2567 Very truly yours, Marcie D , Davant Legal Assistant T 60L948 5711 F 601.985 4500 www.butlcrsnowcom 210 &m Capitol Strut, l?r/1 Floor /ackwi, MS.59201 BUTLEll, SNOW, O'MARII, STEVENS & C,H!NI\DA, PLl.C co °"' c.n c::, 0 -.J 0 n -I ~..J oa ST ATE OF ALABAMA FOREIGN LIMITED LIABILITY COMPANY (LLC) APPLICATION FOR REGJSTRATrON PURPOSE: In order to register a foreign entity (any entity fonned outside of Alabama) to transact business in Alabama, the entity must deliver to the Secretary of State for filing a Application for Registration to Section 1 0A-1-7 .. 04, Code of Alabama 1975. QJ .µ rt! l"{J.µ ec.o rti .0'1- rt!O .... a: • u a, m _J....,S Cl ...J-~a. LI.. GI •• rur-.i:u ............ ..... :>-(lJ ..µ ...... ,,... er, ,,l.>.-1 C:-:1" s Wl.fJ (IJ I w a,(.\J 31,f')..;.> El..., ilJ ("!J rel .... ..-1 ZSOI-·...., INSTRUCTIONS: Mail two (2) signed originals of this completed Application for Registration and the filing fee of$l50 .. 00 (credit card, check, or money order) to the Secretary of State, Business Services, P.O. Box 5616, Montgomery, Alabama, 36103-5616 or you may email your application to foreiQ.n .. enlitics ({l)sos .alabc1mn.eov. If you are sending this filing via email an additional $3 .. 00 copy and mailing For SOS Office Use Onl G.1SGIS ,S,/SSISl • • • t • S<F><l>l(SI If) I ~"J ,.... I .,.. ~ Im I I fee for acknowledgment will be charged if you want an acknowledgement. If you elect expedited processing completed no later than three business days after receipt by SOS, you may have the stamped copy emailed to you. Expedited processing is $100.00 plus the $ t 50.00 filing fee.. The entity will not be registered if the credit card does not authorize and will be removed from the index if the check is dishonored (a $30.00 return check charge will also be required). This form must be typed or laser printed. L The legal name of the foreign entity as recorded in the jurisdiction in which it was fonned/organized: Wendelta Property Holdings, LLC 2.. The name of the foreign entity for use in Alabama must contain the words "Limited Liability Company" or the abbreviation "LL.C .. " or "LLC" ( I 0A-1-5 .,06): Wendelta Property Holdings, LLC A copy of the name registration received from the Office of the Alabama Secretary of State if you chose to obtain one. 3. Entity's jurisdiction of formation:_._,_M...,is=s=is=s.:.i::iP""P .... i _______________________ _ 4. Date of the entity's fonnation in state/country ofjurisdiction : __!Qj...Jl..._/ 2008 (MM/DDIYYYY) 5. The undersigned certifies that the foreign entity exists as a valid Limited Liability Company under the laws of the entity's jurisdiction of fonnation. 6, The foreign entity will begin transacting business in Alabama on the date this application is filed by the Alabama Secretary of State unless the entity gives another date as follows: Began doing business: 9 /_JJ:._/ 2011 Will begin doing business: ____ / __ / __ _ (MM/DD/YYYY) (MM/DD/YYYY) 7. Street (No PO Boxes) Address of principal office: 263 Wagner Place, Memphis, TN 38103 Mailing Address (if different) _____________________________ _ Foreign LLC -3/201 I Page 1 of 2 FOREIGN LIMITED LIABILITY COMPANY (LLC) APPLICATION FOR REGISTRATION 8 .. Name of registered agent for service of process (MUST be physically located in Alabama): ________ _ CT Corporation System 9 . Street (No PO Boxes) Address of initial registered office (MUST be office of registered agent and physically located in Alabama): 2 North Jackson Sl, Suite 605. Montgomery. AL 36109 Mailing Address in Alabama of registered agent/office (if different) ________________ _ ll I desire expedited processing and have enclosed total fees of $250.00 . Please return my stamped filing to the following email address _____________________________ _ 9 / 16/2011 Date Chancellor G. Carlisle, Vice President Typed Name and Title of Signature Below Y::uthorized---., Sign per !OA-1-4.01 ,Alabama Code In order to review the sections of the Code of Alabama 1975 referred to in this filing form you may access www .sos .a lllbama.go v and click the Government Records tab . Choose the Code of Alabama link to review. Foreign LLC-3/2011 Page 2 of 2 Fairhope Publi c Utilities r' Sullivan -. August22,2025 Re: Wendy's, Parcel: 05-46-01-02-0-000-001.911 Tbjs 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 (l 2) months from the date of this letter, at which time it shall expire and automatically be withdrawn. 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. Gas: Gas is available through Fairhope Public Utilities. Sincerely, or ter/Wastewater Superintendent , orWesson Assistant Gas Superintendent Wes Boyett Nawrol Gos Supetlnl:9nden-c Daryl Morefield Wo tBr/WosreworerSuperinrenaenr Ben Patterson Bectr/c Superimendenr 555 S . SECTION STREET , FAIRHOPE, ALABAMA 36532 • 251.928.8003 • FAIRHOPEAL.GOV RMERA UTILITIES Mary Kate O'Connell Lieb Eng i neering 1290 Main Street, Suite E Daphne, AL 36526 413 East Laurel Avenue -Foley, AL 36535 Phone (251j 943 -5001 RE : Wendy's Fa ir hope -Lot 1 Rockwel l Place 8/21/2025 This letter is to confirm based on the site plan received ; Riviera Ut i lit ies is will ing an d able to prov ide elect r ic service to the above referenced property. Riviera Uti l ities requires a 10' easement along all side property l ines and a 15' easement along all front and rear property l ines . Please ensure all property plats ref lect the easements . Upon fina l design , Riviera Ut i lities wi ll prov ide est i mates for serv ice fees and system installation requ ir ements to meet all Rivie r a specificat ions . Please contact the following Riv iera emp loyees concerning costs and requ ir ements. Name Department Email Wes Abrams Elect ri c wabrams@riv ieraut i l it ies .com If you have any questions or comments, con t act Rivie ra Ut i lit ies at 251-943 -5001. Thank you, Tony L. Schach le Jr. LIEB ENGINEERING COMPANY August 22, 2025 Gty of Fairhope Planning and Zoning Attn: Staff Re: Wendy's-Fire Flow Staff, 1290 Main Street Suite E Daphne, AL 36526 Phone: 251.978.9779 The static and residual pressmes at the test h y drant were 56 and 38 psi respectively. TI1e flow hydrant was flowing 1,126 GPM at 45 psi . Tilis test was performed on 06/12/25 at 5:04 P.M. TI1e available fire flow is 1,637 GPM at 20 p si. TI1e water system will meet all requirements of the 2021 hltemational Fire Code. Sincerely, Ouistopher Jay Lieb, PE LIEB ENGINEERING COMPANY Page 1 of 1 SHEET NO . C1.0 C2.0 C3 .0 C4,0 C5 .0 C6.0 C7 .0 C8.0 C9.0 C 1 0.0-C 1 3.0 ALABAMA ONE -CALL ll-E CO~ IS" ti£01J1REO TO CA LL ",j,1.JB111,1~ ~E-C,.LL ' 1-1300--292--6::525 AT l..fASI i118 HOORS PRIOR fO ~ D:CA\'ATON AN !> SWU ~ISE EXTREME Cllf!E TO ,1,\'010 1),1,JAAGING EXISll~ VlllJTI ES. REVISIONS A ISSUED FOR REVI EW FAIRHOPE WENDY'S INDEX TO SHEETS SHEET NAt.lE TITLE SHEET CIVIL NOTE S EXISTI NG CONDITION S & DEMOLITI ON PLA N SITE PLAN GRADING & DRAINAG E PLA N UTILITY PLAN EROSION CON TROL PLAN PEDESTRIAN CIR CU LATIO N PLA N AER IAL OV ERLAY CIVIL DETAILS B/26/2025 + BUSHEL DRIVE FAIRHOPE, AL 36532 STl,lE HI GH l'l'AY l □t la \ VICINITY MAP NOT TO SCALE ENCOUN ll'R ORl'IE J ~ ffi S! ~ "'-l!l PROJECT CONTACT INFORMATION ..Cl.\'ili£R; WEND ELTA, f'JjOPERTY HOLDIN GS LLC I DR. MLK JR AI/E SU ITE 130 MEM PHI S, TN , 38103 CONTA CT: MITCH DAVEN PORT ENGINEER : LIE B ENGIN EERIN G COt.iPANY. LLC 1290 MAIN STREET , SUITE E DAPHN E, AL. 365 26 (251 ) 9 78-977 9 CONTAC T: CHRI S LIEB , PE SURVEYOR : SMITH. CLA RK & ASSOCIATE S 11111 U.S. HI GHWAY 31 SP AN ISH FORT, AL 3ijS-27 (251 ) 6 26-04 04 CON TA CT: DA NN CLARI\. !ISSUED FOR REVIEW NOT VA UD WITH OLIT THE DATED SIGNATURE AND SEAL OF AN AlJIB.~MA LI CENSED ENGINEER. TITI.E SHEET ;,"f";rc,G ~~ UE!l HIGINEERINC COMP.ANY ALAflAt-.lA LICENSED EfiCINEER: CHRISTOPHER JAY LI IB, .E. LI CENSE NUMBER 31204 1------------------------1 , ,.,, ~a 17.90 MAIN STR EET, SU rTE E .~U\BAMA CERT IFICATE OF AU TH OR IZATI ON NUMB ER: 4938 FAIRHOP E, AL f t, Na. 3na• DAPHNE, AL 36526 OWNER , WENO ELTA PROPERTY HOLDINGS I.LC t"' PRITT SlONAL Lll!l!l l!N1'31Nl!l!RINB FAIRHOP E WENDY'S a PH: (25 1) 978-9779 t--------~-------------------+--5-H-EET_N_U"-"-.""-~ 1------------~---t ~ JOB NUMB ER I DRAWN BY: __<!!& DATE, B/26/2025 SCA LE: ~.s SHOWN .,,,u, '...A 2025-006 CHECKED BY· __Q;/L_ APPROVED BY: -91. E 'GR: .Jol.1. 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EE LOCATID AT lHE LO'NPOINTS.. tiOTIFY urn £111 CIN EER MG OF ~ OISCR£PAN'CilE"; 11-CON"TRACT'OR S1-W.L PROVI DE FOR ~K.MEL M'O 1/EJ-llCUl.AA PROlECTlGN Al ;JJY OFEN EKCAVAJlOHS ltl A.l';ctlRQMICE WITH ~ CFt:l Fl.RT t.9;16 >S. IIELJ. AS •N'i f;f))Ulli!JIEl'TS roa E<CAYlllO+lS G,EIITR nw, rou• (•) Fm II ~EPTH 1:1.. CDN'TRACTOR SHJILL BE RESF'ON'S18 LE FOf; 'SHOR ING iOl:\.",t,COO ID 9fSTNG ST~LJC1URES ANO UNDERCROU~O lJnLrTIES OUiill.HG AU. DCAw,11ar• OPERATI ON$. l'IPE Of SHOIING /JlO PROCED~E 1D UE f<Jll.OW[ll ~,v 8 E SUIIJEd 10 THE a;~~EBl'S RE'YIEW 81.1T TliE SlllUC111fW. Al:fQ U..CY l)F' ll{ESE SYSTEijS1 1'5 \ll'Ell AS omAGES TD l}{E EXISTING Fk (UTIE'5, ME THE RESPOHblE:lUTY Qf lHE CGN'JAAC'TUR, IJ, cow~~ 1EST5" S~il BE Ti#.K~ il.T THE GfCQUilEJj(l!!a,Tiot~ L'f' 11-£ ON-~ITE G:Ol[CH:,,IC>t. EtlQNEEH, H, OO~Ar.11~ 'rill)1IN UMllEl'l !w'~ES' (l.E,. WNH0L[S1 INl.flS. lfJll.f[Y Tk.u«:HES) ~ttOUU) EE Blir.l<fl llfD IND 1.'0WMJEO ~TICAUJ'. PJ" lttE' OIRK.TI~ Of ll{E ON-SITE CEQTECHt.i l[:AL DJ mNEEJL SAkD &\C.k.Flll. S)VU eE 1nsrum IN 12" l ®SE LIFr3 4NO [:Dt,4PAC1ED WfTH ~a P.\SSES OF A ,_i9ViTI:)r?Y' co,.,,t mr, I~ C£WMm.1NG 5HIU 0E SOLELY TilE ?.£S!'<lNSB UTY Cf THE COlffil.',Cfll~ "fiE,00 5liliFM:£ w.•:rnl IHI) OliOUNO w,u rRQI.I 8'/fER~C ,,c,,~n(:flS, FROI/ P(ltj[lf).fG ON PREPA:Rm StJBrnwJESC .... ~D FRC~ FLDCD HG F'flo.tECT SIT[ A_"{)_ ~;mI1·m AREA. P~EI:T S\laGlWJES ~ stl FITMNb, UNDrnVINI~ WASHOUT, MIO lll•II:[ BY RJIN OT! ••Tlli iroJ..i1.<1io.. AET«l<ITE SURFl>CE ••m AUNCFf A•AY f /iQI, EIIC,\vAIBl .;w, M NOT ,t,LO'• •AM 111 =•,LllE ffl EJIDl"1t)H5, 00 ior US E E,(CI.VATEl) TI<EllCHt:S 15 ]tMPD"'ilY !RJIIOOE llrTGHES, IHSTAU. A UO'•TERNC m lEW 111 /HP ~BCIWlES U~Y A.'ID QPJ,11,£1 ~tfN'O WJER ~WA'1 FROtr.l Q:OOAJlOHS. MAIN1AfN UIITIL DEWATEFIIJ{C IS NJ] L!iNC8 RE-OUIRED. I~ Comw,r:Tllll SH!il. Dl SU~E POS ITIVE ilR•lil•GE ~· I\IJNT.IINED THRru CHD<JT CONSTRIKTI Ott, FOl'llllt{O, Atl D '!il!NDINC WATER SH<ll. 8 E ~EPT m A •1~1•w 1 J lHE WJ(JMIJM SLOP£ IN HAND'lfAP P-.AAK ING AR E-S SHAll NOT E>m:EED 21~ GRMJ E lN' At>iY DIRECTICf,J THE 'SLOPE IN All ~DICJtP /lr.tESS ROOT ES SH>.Ll. ~OT EXCEED 5.Q,t GR.-..ilE I~ lliE DIR£~ OF WA1i8.. .MID 2..0,: CROSS Sl.iPE. H.ii.'IDIC~ ~.MPS !>Hill ~OT EX.crrn 1:12 5lflC£ IN THE Offi ECTlQ}t OF l R,¥.1£l "'1lD 2.t1,:. ~ SI.Ot't . I~ THE Fl~J ISHED (';IW)E SH.!<Ll 'SLOPE A.WW FROli! THE BUILCI ING{S} ,&.T l.fAST I .0:i:l , THE FlJi\SMEO (1;1}.J.'£ ~"LL BE -8 r 8 8..<JW THE l:l UILll!r.C FINl5H E0 FLOOR ElEVAlk;:iN U>ILESS OTHERWISE tJ OlID {I~ DRAW INGS. WATERPRbOA.Nt SHALL E£ REOUU;lED AT Ml. LDC~l JOP-6 IIYHICH Tl-IE FINISHED {HlA!l E IS 1\/l<M' WE Fl(,r,~r, FUJ:1Jt ELEl'Anm,, '1/t;Til,t,mri CHILL ~011FY LIES 00\1~m1;,,: Of '"' r.f ;r.f1ElWJCl6 ISSUED FOR REVIEW 8 26 202~ A0Df.ES5ING CITY CO MM EN13 9 16 2025 [ROS ION CONT~OL NOTES • 1. 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BE Pu,r.rn ON "il J1l .S1D[ Sl{IPES GEUTEXlll[ Ei liALL BE N:JRTH .tMr:RICAtt CREEH 5150 r.R ~ED EDUAL UI\US'S OMRW15E MITTEJ} ON RAMS. All GEO~LES SHolll EE IMSTALLED Pfr' ffiE WiNU F...cnff:R'S RECOMMENll,IJlOt6... 17 C£0TDJllf SH<ll BE PLICED ~N All. OOtH 80TT016 !i' 1' lF E'J:H SID E CUJTW,lf SK"'-L BE NDimJ AAIEJ,1<:,1/,1 0-H N 5c:1:;(I !,Ii IW!iC/\>ED EOIJ'l ~LESS OrnERolSE "°1EQ ON l'IJI& AU GEOID<TILIS I Hl'IJ. 1!E INSTlillD PER 111E ""-'<IJF.l,;TIJftEl'S 'IIEDC!l"1:NO<TII~ , •. .coo H:J USO<EEP~G Pp.\Cl)Ce; /ND PllE\IEflT\lljT' 11<'lll'tl\'O!:E ~HALL aE F£RFO R~Ell Ill'! Sjl[ 0/ILY TQ -fQ LLUT~ SOUl!GES fRIJI,< co~w=n~c sfQR.W.wATER ,i.Qa ClWJIJNO WATER TI-I S llicWOES, Blff 1S NO'r UiAllEll TO: EOIJIPWEITT lhlSiEclk1W RR' 1.£AKs OF ~ MA.TERI~ A C)(l,F Nil PR:OPER Ol!;f'()!ll or 11,\Sl[ lo\TEU•JS TO •Pl'ri&,/8) lljSl'OW. SITrt S!Gill , C!'>IT,l~ERS /,)jD a ,)I/A/ FRO• TWFl!t ROlflEI', PliGUClZIMG ~UJJTll, nm OOT ull nt'f«l:PTS ll-llOICH ~, W.l,SHH,';. EQIJPMOO .!.NI) \'~ICLES AT ,A~ED WASHJN G UJc.\TION5~ UID U51"6G ONLY W!,~ (MO DETUiCENTS) FCR' WAS HINC ACT!YmB , .. 1.l • ~11,M IJ,I, lllE EJIOSWN CO NTROi. OE\IIC[S SHQWN ON 111~ PLIJl > .lHlll. eE lh~l=-.;oomllWIL ~t,SU18 ..... , 11£ REC<ll'ED <NO SH"'-L 1!E IW:!,imATELY INST,llllED ~J JINY AL'O.TI Dfi.!.l Sl LTi!;)lUN\. ER OSKIIIC .tJIO OT HEJI OErnwJATIDN CIR PcuJmON TD TlfE SHE OR J.ll.JK:00 PR(1P£Rllf'.S. STREA16. one1m. !>D ruruc R//JA~~!'<S 'i01 !IITI",l,][D (!ff LtRIRES~ E!Y TI<IS SIT -OF PlJl6. 1a ~ ALL Ots'ruRBED AAW LEIT N.'i~~E FC!R lilCl'IE 11-Wt 1l l!M"rs; SHALL aE SEEDm NlO lit Ut.c.HEtl IN IICCQfltwfCE 1111TH N.!)(Jf ~B.:IFlCATIUHS SEGTI !lff :&fi;! MIO O!,ti, TRA FFIC CONTROL NOTES 1 I , lH[ OOKlAACTOR SHH.1.. EStAEUSH ilNl) M..IJl{f,l,I N TR,IFFlC '(Xl'flllOL llB'K:ES IH .I.OOO Fl!Wir.E 'ollITH THE LAlE:ST Ellm~ ANIJ' RE'.'ISIGH o r ~ VI OF lliE l'EOD'-'L ~-L ON UMlf()l\lj TI<im. CONT~L OE'1C~ (WT1ill) ~D lHE •"l'IW>'EII TIWfl C CCl'IM:t. ,.,_,,. ~ All. 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CONTR OL KTE:R ~SIT, llff,W AS I! tJll'.IMllM1 TIF[ ·,r WARN IN(i LJGlffi SH,o/l BE PLACED ~ TI-£ ARS1 WNINOG SIGH ..rJ CH\IINELIZll<G □Rll• lllO IYF£ ' ' RE FlfCTI\E SHEETI>;',; SHALL IIE REOUIAl!l OH m ~GJ;S. 5 HIZl,;00.)S c;Gtltl TI""5 OH Ol'EN lfD,11)'<1"5 SUCH IS P\V™"T DROP-CITS ru EXCESS OF 2·, CO'<SmUGTlOII W.1""/'-5, VEHI CLES OI< EWl"4£NT $IQ!i£Tl UR PL'CED Y!ffi{ltj THE ~OWAW"I' Rl'HT--O f-WAY . .4110 OPEW 1R91CHES AC!i'OSS OR NE41. nf£ ~'AY ':Ht;ll. tmr BE Alim.ED U1il.E3'5 lliE OO~Cl~ I:: I.W Sff[ IJ >IOR!lf!G, ~ND Pf!\lPE/l JRIFFt COOJ\OL IIWURES AAE i:lJN~ Tl~EN. 6, THE O)l(TI<IC!OO SHIil KEEF OfEH ll\llOWA GWI( ANU FIIH OF tQllsrm,K;Jit',N BttlS, Ofi'T. LO(IS E CRIIH 0~ (JlliEJl l(l,TEli~L lH'll 'l<I USE ~A2A9m.E CffMJ{G CONIJTIQt.6_ 7_ mmc. CONTROL OE\IICES SH4il lriE£r lllE 'SfJlk)AAt) .,..,~ ... L ANO INSTAUA110N REOOIREMEMS SP [CIAID I rnE L'tl RRENT EDlll CN OF lHE H...0.0'.l . 11/liDiJlll $1'E0Fl CATI ONS mi> Hi:11!:IV CO ll,lllVC'IION , i RllA!ll'/A,:S 'HJ Jill\EWIASS SH'1l1 R~N Off.~ DURING GOH5ri0/l;TION, 1_ t}!J.NijRJ llllG PE'ltES 911.LL BE 1'11.JtEfl "-.l ll'.l1 ~ C;OOER ALONC-t-!t'M.lM :?()' !Vi.OIi 10 0-Wi~ELJiE TRAFFJC I/ffi) MT/J UJT or imrnsrenra ROAD ~ DRI\IE5 WnHru ME.to$ WHEJE CHIIN'l1 BJZ:i,t;G 0~ ,!,fi;[ f<EOlJIRDJ, TBl~Alff REDU\J.ton' -S10f4S s\lC_H i!S STOP S:lci'+S b/4:D l\ELD SI GHS SHM.!. qt til.Al:B} Is ~IT"""'f FOR •RO PEli TIWFIC Cv'ffi'<QL N /.Cro!ll!NC£ ~mt lllE li<m:b, tCI , STJ.ICDARO L11Nf C~E llME5 A;;[ S.!M-3F.lM lil~t-fa:IOA( FOR /l.l.001 ROlllE!i , STO~M DRAINAGE NOTES: I THE 0:Jlil~N,;~ SH:.ll SiJB,lrr SHD P 11~1~ OH ALL smliM Pl?[ Mmli~ TCI UEil1 9 Hil!IEERJNG ~02 m l~STruJJl ~ A.-~n /m F~J' ... '1100, 7, Nl.. l'litltl~ SfOt,'4 l~I.EP.i (tiAATES, CIA, ~AAO. 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Tll LI!'EO Hl~H OE/<.'TTY PllOE!li'W,[ (ll'l i"G rJI Q;HE\1UlI ., l'OL"1it"L HLJJi<IUE (""C) ~,rn W,.]l)?-11G!IT ..()I~ lI~ES'5 OTHEJl~ISE NITTED INSTi!U.EIJ PER W.N l!FACTURERS RECr.t,1U.1EN1J;1,n D'6 !., 61.L STORlil i'IPES \B " fflO GREAlEFt SHJI.I.L BE tl..A5'S J !i!EIHf"Ql.lC [Il C(lp.n£1E PIPE (RitP} £Ell Jr,IU SPIOOl IMSrfil.EJ) Wi lli w1,m nrn-rr Jr]~ Wll.ESB 01HERWl;;f Nmm !L blL ':ilnFIE PAVID 1£"'-.!WlJ.13 SW.LL EIE flEF ALIXll .HC~L ~~ #1-{._'~H -W _ CONCRETE NOTES • L .t.Ll. t!Df.1:1,VL WEIG HT ..Cr..lC'REJE SHbJ..L OBTAIN A MlrilMUM ~ f)A"( COMPRESSIVE STRENGlH tl F Y.>00 PSI UNLe:5 NaTEE DfHERWISE. 2 C,l[l,IIJII (HLOOIDE /,N D/0~ -IICIUR[S ()ONl'JNIN G l';l.CIU~ CHil11110E SHALJ. •01 OE US[D I~ TI<E 001,fCP.ETE. J _ TEST c4i'UNDHIS SHPLL BE W OE AND lESTED AS OUT LINED fN-THE ,I.Cl J0,1 SPECIF1CA.T10N1 ANO PER PROJECT SPEU Fl C..\l]ONS. .;_ ~EINFORC IN G '6>RS' SHALJ. BE crnJRilEI> !lAAS (if' NEW BlllET STEEL COOIFORMIN!l TO ,'$TM A-Gl ;, Gl!l,OE 60 IND PLJC£0 I J,CCORIWICE 111TH l,1-l15, L.\lEST mno~ UN LESS SPEliiflt,lLY NQ1Ell OlHERWISE ON THE OAA•l~, .5 FAll RIC.-.~ OF RBNFC~ING STm. SH.Ml BE IN ,,acCJRDAN:::E ~ITTI lHE ~u.ANUA.L OF STNlOAAr) PRACTI CE FOR OCTAIU tro-REJNFO~CED ctl~RElE Siff <lll'T\/tlES' a.ti J15 ij, UNLN.; OlliEi<WISE i!OTED, CONCRITT 00/ER FOR RBNFORCING aA'lS SHALL CIJ/<fORM TO rHE ~ll,lt,IUM R£001H9ol£N15 OF ,.,.I '1a, / fRO'ylr.£ J/4" at 15 llEG/lEE CHtoM FE~ 0~ ,ill E>P!)![l) CCl>lCRITT EOOES !~LES1' N<lrrD OTI<Ell\\l !E Qij THE rJ<l.\'lt,cS- 1' rl1'£ II P<:l l<TL'l'D ~EM Hill BE USE!> IN rHE l/;ltJUF'i:AA£ Of /1.L COMQlElE Uli!ESS OTHERWISE =o -P~IJ' CE,IE!JT SH'lL ,;<JNf1"JW11T' cum _ ONLY OM BRl!l4iJ OF [£1,18',il SHAll EE !JC...ED FiJR All COOCRETE FOO EX?05ED 5ulif"AC6 {]f .IDWDfl STRUCTI}JlES_ 9. •ll(;'lE0<1', BOrH OO<«s E >NO FlHE; IJ<.IJ) ~ rHE W.'1uF~£ OF COIICRITT sH'lL -~ 10 ~ Cl~ UNlESS ilTH~ISE ~llTED, 10 Clltml.'l:i1ll, ~•Y SJ6STIME CO>l,7!\\J~ON JQllll; I~ UE!i OF COi'lrnOL J01111> /<$ Nm)Ell , 11 EXP.6.ftsKl,N JOINT l'.I.UE.R~ Sf,l,lall. BE Brru\l~DUS TYPE Pm ASTU 0994 , I i!. 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Y.m,<Y ID£R IMltlS >NO Lml!ALS SHIil oE P\11! SCH -0 UNlfS> DTllEJ<•15E l"-lllilROi !!I lHE F~~E Pt.l!LJ C UTilJTI ES (FPV) 6, Ill UtlDERG!lCl.llll a.ECffiJCIL. 1[LEftt)lic .IND OJllf T'I ;/1\l l BE ltl51'll .ED IN P,,: Cc,jl)\JTI oi OO~CRETE £HCASED 00t;;T 8/H( WITII PULJ. WRE ~II) r~RHdP£ PtlBLIC oJllLJTIES (F""') REOOIRDIOOS, INFORW.TI ,.. SIIO'>I< ON CML IJJll'<i l<GS F!'M 111'FEJl£he:E OOLY ll1'FEll TO Elll!TI!IW PLJNS FOIi 'SPEcn ~ Nf;OOM,ITION, Alll)fJRIZEO UNTIL Fl'll INSPEC!Of1 HIS Bl INS'(l!lLAJlDN ~ETJIOl)s; a. UTILI TY mENCHES SH/Ill 13E S-CtiflL LED Wll'H eoy~,o nLL PL!J:;SI: I~ ti INCH LOOSE LFTS FlLL 5™.LL SE COMfJ'4.iiEI) Til !ilS,,: Sl,4,,NDAJtD PROGTOA ~ OFTl.\/l,lf,j MDI~ CO N'l'W 'NllHIN ±3X. 9. WHEN INST'IIJ.JNC ~num,s IN Q lo;JIM: P,vm lliEIS OR ~ AAEAS ~HEilE SWIS AAE CQ!llll1E11ED UNSUITABLE RlR arno1t1C Oii 11/,CkflW IC. IJTll ll'Y ffiENCH~ 5H'lL BE mlfll Ml Ot'l'lH 'ol!H SANO 1D, WHERE ummES AflE 10 BE INST,Fill.ED l~ .\RDS <lF D611NC P,61;1Nt.. 1-1.ARDSWE. ~OEA'.\U:S. at:'. co~ StW.1. SA.WDllT AN □ REM~[ EXIST PA\I IIIO, i<IROSCIPE SIDO'ILJ< fTC. /I!(; REPL.CE IN UK£ ~ND """ ~ESTRli£ AS tlECESS"Rr, ,W:KAL!. TREv.H FIJLJ. OB'rH WTTH 5'NO. 11 , Ill. W.\TER -~IQ SE'llEJl '11'1•~ 1 6E 1~;1;LLE11 >!. llEl' 201! l~lEIIJ<,TIONII. •IWSIN G DOVE ANU L/lllll. i!'llllllA>l~E FAIH HOP E WENDY'S la NOT VA UO WITH OIIT THE OATED SIGN~l11RE ANO SEAL OF ,11,N PU AMA LI CENSED ENGIN EER CIVIL NOTE c LIEB ENGINEERING COl,IPANY ALABAMA LICENSED Ei'lG ll<I EER : CHRISTOPHER JAY LI EB. P,E. LI CENSE NUMBER J1204 f-'-C.:.:..-'---'-"'---------------------1 i igo W IN STTl ECT, SU ITE. E .~WlAMA C~IFICATE OF AU TH OR IU TI ON NUMB ER : ~9'J8 FAJRHOf>E, AL Lll!l!ll!N131Nl!l!IRll'\I C It ti f j W' OA?H E. AL 365:16 OWNER ~ WEND ELTA PROPERTY HOLDINCS LlCl PH: (25 1) '-J?B-9??9 e----JO_B_NU_M_B_ER------J-LG-' --D-A-TE:-, _8_/_6_/_,-025--SCA-LE-,-N-O_S_CA_l£ __ +--_-HE_IT_N_UM_6_ER_~----------------; io2.5-oos ~ f PP ,ovrn BY-_91_ ENGfl-..J;& ,. nF 1 J C 2 . 0 B ISSU ED FO R REVIEW / I ~ I " I \ " % ( ' ~ I ~\ \ ~) I I \ " 11W 80LT CN "FH fL', (MUE"IBQLI"L P~~1~ EL ,1;;. coNcsm a,sE. ~~"-.lff-l \ }v \ ANO w,:sr-AR~-I W Ff1C ~!~AL \ Sl.()ill~G J-4'± 18~ RC IW 1 JIJ.1&' (N IN>'l 11?,77' (5 -:;;~;,½~,;.,.;~ .. .'.!.: REVISIONS A ISSUED FOR REVIEW 15 i I I I I I I I I I I I E ! I l f I I I I 1~ B 26 20,5 MINIMUM HIEHWAY CDJtSl.RUCTIOH SETBACK (12 5" CENJERUN'E OF R.0.W.) lO-' ~OSCAPE AND CREEJ,ISPACE OU FFEil ,'NO ',!INl~Ui,4 BUll.D INC SEIB,¼;!< N A S ~·5,:2'"" E 374.30' (R) S B9"o2."31 " E 37 4.36' (0) Lci T 1 A6,47 ◄± SF l.C67 ± AC la Lll!l!l l!N1'31Nl!l!RINB C:ONJAMY r-.CCE::SS , !/TIUn' & OMIN,l,,GE EASOJENT GREEN" 21(<1 SEWER =a W\~KE~- REg'IJc !:lit Lf nr Cll:lflc;RITT ~na.'ALK: (ill 8[ ;£J,1!Mii) COMMON AREA I 0 ETENT10N FACILITY ,Eg' E~S™G L,;HJ ~LE (TO EE Ba.calED) R£0'D< J" 0/-K 11\[l' (TO BS Ra.calED) CURB INLET FAIRHOP E WENDY'S a ,.,.- i-- fillfil; I SEE 5HEET C1~ 1W ALL GO<ffi!.L HOITSC LEGEND !}2-.ffi-.:':j E>:ISTlJK', ,t,SpHALT ~'IINL: ~ 10r£ROi!Oli£0 NOT VA UD WITH OLIT THE DATED SIGNATURE AND SEAL OF AN AlJ\B.~MA LI CENSED ENGIN EER. El(ISTING COND ITIONS & DEMOLITI ON PLAN LIEB ENGINEE RINC COMP.ANY ALAflAt,!A LICENSED EfiCINEER: CHRISTOPHER JAY LI IB, .E. LI CENSE NUMBER 31204 i-=-------------------'-'--------------l 17.90 MAIN STR EIT, SU rTE E .~U\BAMA CERT IFICATE OF AU TH OR IZATI ON NUMBER: 4938 FAIRHOP E, AL DAPHNE, AL 36526 OWN ER : WEND ELTA PROP ERTY HOLDI NGS ULC PH: (25 1) 978--9779 e-----JO-B-N U_M_8_ER---□R-AW_N_8_Y:-J-LG ___ D_A_TE-, -8-/-26_/_2_025--SC-A-LE-,-,-.=-2-0'--+--S-HE_IT_N_Uli1_6_ER_~----------------; 2025--006 CHECKED BY· ___Q;/L_ APPROVED BY: ...9l_ ENCR: --9.1_ 3 OF 1 J C 3 . 0 A l1SSUED FOR REVIEW P,t,11'£ME S:llfl?IN CdNCRm e,1,S AND lrMST----AR ,~...,.,_'-'"'C«.l lJVFF1~ ~~ SI...DillNG J4'± ·1s· RC It#• J1J.16' (N Ram l.11'1>NG/UNL1lll>NC SPAC E IN'l'l 11 2.n• (S ~~~~~:;;;: t ..,, ... I • , REVISIONS A ISSUED FOR REVIEW B 26 20,5 ~Bl'D; ~ITT SIDEYW..K (SEE DmL SITT,) MIN IMUM HIEHWIIY CC>."Cs:Til,U IDN S ETBACK (12 5" CENJERUN'E: OF R.o.w . :'o ~Ji~~~PEBJJ~INr ~~E-! r jf!_K ,Cl 2 25-.□o· C-1 l2S..OO' REO'O; 24'" CU R!:! & GUTTER (SEE OETIJ L SHl.} N 7 .:r10•14~ w N A ZON ED : B-2 S 89"~:2.'J.JK E S B9"52'31" E la Lll!l!l l!NBINl!l!RINB C:ONJAMY '1'0'C, ,. ~IDE WijlJI •1~1ED STRIP E' W/ 4" BOROE'if (m'.J ,EC'o, OOt~EfE SIDE'K>'U< "\. , (~E 0ml SHT) ~1&• MCP OOTFALl. 1m • 109J6' '\.Y 0NIJ]LE TO loGATE ('ii') END mro, CURO RmtRi< HOJ'IJl(:AP p,..p {SEE OETAIL SHl.) COMMON AR EA I OETENT10N FACILITY ~ 'S'TAllcwro mm "5Pl:iu..T PA\'W& i==J C[]/;Cf;£TE SIDlW,!!J( ~ EXISTING ASP H-ll.T f\l!Wffi. fiEO'D: CROSWIJ< 611l~!i6 (SEE DCTAJ L Sl-fT ,) Rrtl'O, l°Wtf STQl'!W< REO'D- "STOP Sr.I<" SIGll'IGE R£Q'[>: 00.,E PA\IERS (5EE DET.il SHI'.) tJlffi INLET ~IJl'O; CURB REn,K;N IWiDlt,\P R-WP (S EE DET,rL SHJ.) FAIRHOP E WENDY'S NOTES: SIT£ DATIi: I, PRCl'OSEl>l!SE: 2.. 1CN NC: :!a , TOTAL AREA: 4-, BUILDING S.F.: 5. PAi!KltiG, SP.61'.ES RE<IUIRED P>/i!<IN<; $P-"ES Pl'°'10CD: 7_ BUILDING HE IGlfT: &, l OlAI... CROSS FLOOR JIRf,11: 9'. PROPOSED 9JW NC COVER.NL l •D, FEl!::EITTAC E !SP9!;IOLIS ARf,I EKCLUDIWJ 9U1Ull11G: I I. PERCl'ITTACE L'-ND9tAPING: 12, PERCENTAGE a!fOOl'.N:(: :.... NORliH ... lim,"'1'WIT B'-2 GEt-.ER>L BUS INESS 1-07± NJ.. {46..47,._ 5.F.) 2.J7o s.r. 1< (68 srns) 1! I, ,IRE OOWA<;I) 20·-2· I 7.J70 s.r, (GOS AC,) (05.17') UIO s.r. (Dll.i AC.) (os.11•) 2<,122 S.F. (0.61 IC,) (>2,SOJI 19);61 S.F. (OAi ,.q (<1J1%) 19,~62 s.r , (o,•s ,.;J t•z..m) l1SSUED FOR RE VI EW NOT VA UD WITH OLIT THE DATED SIGNATURE AND SEAL OF AN ALJ\BAMA LI CENSED ENGINEER. SITE PLAN LI EB ENGINEERINC COMP.ANY AlABAt-.lA LICENSED EfiCINEER: CHRISTOPHER JAY LI IB, P.E. LI CENSE NUMBER 31204 f--"---'--'-------------------l 17.90 MAIN STR EIT, SU rTE E .~LABAMA CERTIFICATE OF AU TH OR IZATI ON NUMB ER: 4938 FAIRHOP E, AL DAPHNE, AL 36526 OWN ER, WEND EL TA PROP ERTY HOLDINGS LlC PH: (25 1) 978-9779 f--JO-B-NU_M_8_ER---□R-AW_N_8_Y:-J-LG ___ O_A_TE-, -B-/-26_/_2_025--SC-A-LE-,-1-.=-2-0'--+--S-HE_IT_N_UM_6_ER_~---------------; 2025-006 CHECKED BY· .J,,iL_ APPROVED BY; ...9l. ENGR:..91. 4 OF 13 C 4. 0 A REVISIONS A P'4\fE MENT -fi-m:lr=t¼t, f',l qRETE Br\,SE ANO MAS'r-AA M•---'--"~l ru mc SIGNAL 'SLOFlitlG ]JI'± tB'" RCP ,1 IN\/; 11.:},16' ~) \-,-Y:C,C<:<X •O<C,00, It«. 112.71 ' (S),-.,1'.'i,i~~,!, ) STOl'N ~H ISSUED FOR REVIEW B 26 20,5 RECII); DOU9IE WL'le 'S' ~IE[ l O!J El....=J17,1t lhV, El....=•12.72 ('O:E DEIAL SHI.) c i 225.00' O 72_55· O) 12."3:3_ (0 Cf 22.S.oo' A: 7 2.7◄' R N 'J, ~;'°l[ YtlN G --g · IN/ ~~•~F Of 113" RCP fl "fllP EL=li1.21 2002: SLOPE IWLI, EL=H l _tO ('H OCT'1l SHL) s 89"?ilJ• £ S 89'52':l l " E ~on,, OOUBI..E \lll t~G "1° 1.1\ill TOP EL-11JJ)2 IW. EL -lHl.2€ (SEE DETNL SHI,) 111 la Lll!l!l l!N1'31Nl!l!RINB C:ONJAMY ~[a r OOOBl..£ Wl»G "s" INill TDF-EL=JH,2\ l>fll, EL=11,.J.7l (SEE DCTAIL SHI,) REQl). l U6 LF , Of 18' r«,p D 2,001; 51.0PE r!Y:~~~~~rf~E m~7~~~~~;:--":e::.----::-:;;=.~--;;;2."'-:"~~~~~i---t-li;~~~~I------RE0'1►.. 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ELEVATION VJEW tJ_T s_ RN/, PROPERTY, OR EASEMENT LINE ..-----e/lST IRON MONUMl"N T BQlC JIW Hi66Wi"S'STAMP OR APPROVED l=OUAL INSTALL FLUSH T O GRAPE .,,,-SOR 2il SEW~R ClEANOUT W/ 2" ~ECESSEO NUT CAP ---~~~~~1;~~H~~ ~~RANOI I SOLVENT WELD JOIN AND r.!U"( NOTE: 1, SANITARY SEWER LATERLS SHALL BE 4• SOR 26 UNLESS DIRECTED OTHERWISE BY THE OWNER. l!.. DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOAi THE BRANCH CONN ECilONS AND G/ISKErEP PUSH-ON ,JOINTS FOR 1)1E RUN CONNEc'r!ONS . NGN...S8ZiE GREASE SUIT ABLE FOR USE wm I P\IC F1mNGS SHALL. BE APPLIED TQ T HE l'l1READS flF TuE CLAENOUT CAP WHERE TME SANITA1'!V SE\'iE R MAIN IS PVC C:900. THE; TEE-WYE SHALL BE GASKfl'ED C-900, Cl.EANOU TS SHALL BE INST AllEJ;I AS NEAR -ro-n,E r.iw. PROPERTY, OR EASEMENT LINE AS POSSIBLJE._ IF A CLEANOUT IS TO BE INSTALLED WHERE SIDEWALK IS F.l'fl.l~R !:X!SnNG OR PROPOSED. IT SI-IAU. ElE Pl.A.CED BETWEEN THE SIOEWALK ANO Tf1ERMI UNE:-WHERE PRACTICAL IF THE SIDEWALK IS INSTALLED AT THERM' L INE. 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USE ,o MIL OR' TH ICKER rN RESISTANT, IM PERMEABLE SHITTIN(;, FREE OF HOIIS /IN D IDJ1S OR OTHER DEFECTs: ll!Al CQMPR\)jjlSE l<IPER11f.l!IILITY OF lHE MATERl,t,L l _ PRO,IDE A SIGN FOR THE •ASHM IN CLOSE l'ROX MITY 10 THE F/\CILITY. CONCR ETE WAS HO UT STRUC TU RE DETAIL 5. KEEP CONCliii ETE WASHOUT STRtJcruR E 'NATER TtCHL REPLJ,CE IM~MEArn.E LLiER IF OAl.411,CED (E.G,, Ji:IP?ED OR PUICT\Jl<Bl), ~PTT ~ lii'EPL.ACE W~HOlI( S'IRIICTIJRE THAT 15 7~ FERCENT FU ll. 4>/0 OISPOSE OF ACCU ~UU.TI'D l,,\TERl'L PROPERLf_ 00 NOT REJJSE Pl..A5T IC LI NER. 'NET-VACI.Ill~ STORED LIOUIDS lH~T HAVE l!OT EV/>PO,;.TEtl ;NO DGl'OS E CF Ill A~ IJ'P•D'IED \WlN ER, PR~ IQ FOREOSTID ll.'IN STOR~S REMO\£ ·u o lilDS OR CO'li~ STRUCllJi;!E T{J PR~rr i:MRFLC''i'S. REMCM: 1-WilOENE!l SOLIDS, WHOL E OFI: ar.ID KE!li! UP-. FOR OlsPO'iAL 0~ RECVCU t-lK p,j,liJNTAI~ RUNOFF DfYEf'tS OO >ROO ND E1C,l"~lED WASHOUT $TRIJC1\JRE WTIL SlRl.iCnJRE IS RE\l()\,EO. 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FINISH SCHEDULE COOE PiWWCTllll/1 .. , llllO, PAINT ~-1 lll0112rnl!a~OO!!Ji,~l)IJlJCIUWIIZ! arolUF SllJIElllllfT '>'1 IR~HIGH~ , ... a= AMIOHEDH..Ull[)lllfll l'ETAIS l"' EJI:EPTKlfW. fll.ml.5-Tll'Q PmI Pr.E-rDfJg!ED, 'IIREGIIT rnll~E!Xr" RE>" ... mEm) .. M£t\l. MillRmf,'Slt.ff"!:11 MEl/illC "" .NJERMiE FORAOl-4 a.EAA.M~JZID "' ffiB1IIDIW MB1J... KD.!.FIINI, '<llWIIDll.00\'" EXrnUllt (Lllll)ING 1'11-1 OOIWOOil lllilll"llAl5iJIJLAlEO WOOD lW-2 OOTWOOO Alll<,Ji"1EY IJH)!U/l , lW-1 lNOTWOOO HRITERID"41l [1llll117/1J MJ4smEMS MJl-l Rflll(JOOfll)PE,4M",lllll/lE&!ElUI! PRU!11151ED; cr,w,mo""' 'UITEil!:D~ ~.MCWJf,11 .IOI-S -PE.4'"·=•1EJUI! lltf.i!ll51ED; CDl.m'i'l"E..Dm.; OJIDl:"5rbiM,-GAAJ JlllB !iEEPAm50!Ellli FOUl.lllmlll 5!l'Pl,]Jf'iOIEruE FORALTOPTDS ~ EXTERIOR SIGNAGE SCHEDULE >1-28 OOIEODEOO. -Cl!fi'llOOl!OECOI. f.l.>I lrnlOOIUII.J.L,iool!DCIMl>I' .... "" D!ln'EIYP!fJIJll.flTERSRII'" OOEIS!ll!W-ITTTEI) .. O!lEIIEIIIr.,. SAl~CWJ!llw..urn} lllltll!l4!11S>lNN.1.EITER oooow.LY ILWl'UMATID l 'A'tE 42' t Ofl ltB) F.WaD !lOIIILkOO'GBl4J-l,lf .....,......, ............ ~ tOMaJ "'91DO.TAPRCf'!Rm!iiQJ)!tG\ lJ«:. --""' iUNilUOll!QAMIAGfflON:i ~UI.D lfltOlET'rlM. 2m!, Dl!!SIGNTYPIJ WJW..Kmla GI.HDIUM 0tW1tD1G utDlifi 9!AJJrlG 11l2S 25-064 - -- ken brown , architect ......... _,._.,,&w...'.IIXI ~..:.-::,-4CQ)d ""-"' COLORED EXTERIOR ELEVATIONS - KNOTWOOD 15"1JEDATB A2.2b MEl>L<D'll<i 0 CllllRHl lll\lATIIJN. ElTIIUOR-WIB -INOT\11'.lOO 1/4"= J'.ll" 6" IRA. cct«Y.m ml.ID MITR.~ EKWJID W/ -=+-, 1---1 "'™"""""~;,. 0 CllUJGIJ lllYATION-EXTllU!ll-!RM 111W -KNOJWOOO 1/4"= r--0· M-7 r-----.-------- Ii r/TOIIIIIEOEIKIRI< I ~ i J -------·-·---·-· J I oorwooow.ou. i (ru) I I I J 0 ,-----·-------T.O,~$ ---~T~~~$ -- IIF-----'ill'I~~ I\IIMN.MMrnl. -,_SISIDI -ll------{AIM-5 p_ GENERAL NOTES -EXTERIOR ELEVATION A. IIHEI. 10 SHIH ~NtJ /'41 RR ~MiJ IMJ()(M' DEWl5. B. 51CNGTOIES,Sll(fjB)lJllER.SEAAAAT'EiBI.MIT,SEPAAATECXMR.~~DESIQi INTENT AHO~. OC TU<DlIDDWE INSfAl..l.AJlON WID1 ~ 9U f:F.AW'Jai. C. OC:10CIXIIDIKATEOOMBWr5 WITHCMl..®WINGS RJll SIU'.MTIE-IN. 0. GClllOXlllJlillj\TfOOEillllUtJITl)jG~llHSITEIWfOElllJCIWIONCM.MAWllill.GC TONOIJFY .w>i!rtCT IK'4ll)Jo.1RY~ N« ~ FINISH SCHEDULE -11.oo.lCTMo./lME PAINT •u ll'ffl illCIICRc' P<X-l BRCfllETOIIEatSIDJII CO'l.f)RS: ~ SRlli1E' PEl,U SW'1'-l•~ pg.j! Si'11il4~Pil" 6lAZING 11/W METNS ,-...1 rnmICfW. Km8 -iWO Pfil Q'.llil'llESlKUf EOOE M-5 ALIR~Ti:mt.lDl-t K-,1 EIID'11llUtLNEJAl... EX1EIUOR QADIJING IW•t ~ l\1-1 lJiCllWilm llX.Cl i\.ACI D,1.U.lillOIIZE TM OAAtom lffl!.F!Xm 'Sll.VC...R ""/WC I.JjHTQAI 'i!MIJWID lfOOl) ARNOOR.GIE'/ >""'1!/l: BRITE «:IDJlt\TT ll11Jl!1/2 p;::......ffWISIEI); OOWi'mllJlll; CW>R:'S!OlMY GIAY" lll!ra S!EPA!JfJSOIEDtl!:~ "'""""" SEEPJ.IlllsrnEDIA.!All AI.T onIDl'6 Sl:EAA!NTSOEllffli~ "-TllPIIDlli SEEAA!JITSCIEDlllfRll AlT OPEDlfi RIOR SlGNAGE SCHEDULE N44 OlEWDOf,IOEfJJ... Cl-54 Irffii.OOJ.l'll.lllm,,\llDOIM0054" DP-Ofi Da.!VOOIIDPLITTEKSCGN,.. D~ f5.Q fEll'iIMCEDA!oliE R-0! !flRl.fffi!t51GJlt 11.i1UOCMADAHAmi'S iITE01Jll915100.llfliEll WE-tl Itm?.Ni\l.J.Ym!HWRIWA\E4t HITT <HIIDfm F PiEIAl.FA~PATIOe~ KW-I Sll'1Cllll0.<00JINS,"'1NJ -1 1 )Jfll:RK3)"JE 9JR)RTR>ltB\Tral PATIOEKl.05ll<E.{m>.) T.n~~ !lallllls:TGBl 4J-l,lf .....,. ...... ............ i0Wl8J "'91DO.TAPRCf'!Rm!iiQJ)!tG\ lJ«:. .............. ""' iUKIIAOll!QABAGfflQN:i ~!l.11.0 illltOllCf'rlAI; 2m$ ,D!SIGNTYPIJ a!lW..KmtB GJml!I.JMDIWltDIGUlfJtlifi snJ.Hl:MllS" 25-064 - - ken brown , architect 1 ... a.<1a-fla!l.&.l..a '.IIXI Lu, .... l(f_~ ~-9)n COLORED EXTERIOR ELEVATIONS - KNOTWOOD A2.3b LANDSCAPE NOTES, I. This section covers. fumishing ~ installing ~I bndsape plants -md non-pbnt mat:2rilk co ... ered by the dnWYlgs ,md these specifiations. 1"he wo,-k sh•II indude rN.te-ids. 12hot-. equipment .and sef'Vices ll described heJ'eil'l md indiated o n the dnwings.. Also~ the wo rk shaU include the mD'lb!nmce: al .. n pb.nts-.and plMlt:.lg:.re.as until xcepb.nce by the Ow.ner. md fulfillment cf .iill gmr.,ntee pnJYisions n he-speafied_ 2. Before begw,ning wa-k. the contr.lc:t.or-sfwl thoroughly .cquu,t himself with die existing site conditions,nd proposed phns. The inb!nt is to prayide ,11 smoath t:n.:nsition between e.xiuing c:onditiom; thilt ;ue to remUI ~d the new' vte fe;ib.if"es with mini~ mJ'lU.ge tc mc:imng trN:S mdv,get.6on 3. Contr:actor is made :aw3re of active exirnng uMerground utiities. It is the contrxt.on: respo.nsibilit)' to bmilarize himself with the loation of gjcf utilities md other-obstructions. The c:ontncto,-sW investjgrte Mxi iwerify. in the fiekf. the existence md 10Cil.tion of .d uti lities .11nd ;;my existing irrig:itioo piping, and uke n.ecess:uy pl'"eallDC>nS to prevemt their diiturb.anc.e ;md ;;avoid intern.ytion of sel'VKe. Contr.r.ctor-15 responsible f or dlting .1ppropn;ite tFne Joation 5-errice... All dimiiged utilities shiaJI be .-epbced to own~ ~n. by cof"lt:r.lctor-with no .dditi~ chMge to 0"""1ef". -4. Dis.cr~ies between site conditions i.nd ,conditions on pb1ns sh.II be all to the iltl:Ention of the Owne,-immedi:1.tety. S. Existing gndes ·dull be verii6ed in fie1d prior-to beginning: my work.. Disc:r~ies sh.Ill be brought to the bndsape architects attention mmedt1t2fy. lin<kape cont:nctor-to pr-o\lide fine p'"&1g to eri sur-e positive drain.age. 6_ The l.artdsape uchitect sh.all h.i.ve the right to r-eject. ~y a.nd ~1 work .and/or-rmif:er"Afa ;n any sta.ge. of progr-ess which in his opinion do not meet the r-&p-1irements of these pbns and spe.cific:nions.. Sud rejected rmt2fiat shall be r-emaved f...-om the me immediately .nd n!pbce.d with &ccepbble m&teriak. 7. Llndsape comncto..-i5 r-esponsible for obtaining ;ail s1::a.t2 a.nd 1~• pennru and license!: r-equir-ed to periorm this work. 8. L1ndscape contnd:or sh.all abide 'by al state ..nd loal· bws a.nd or-dioarices. ContractDr YI.ill -also confo..-m to POA or A'RB guidelines if &pplicabre. 9_ AU woo-k sh.I] comply ,.;th the current edmon ol tho St.ndud Buld;ng Code pu.bll>hed by the Southern Building Code Congress lntematiom.l. Inc.. JO_ Topmi ,W be s,ndylloam n•hrr>I. !ri,.ble. ind fertile with a PH of 5_1 to 6_1_ T op,oi sh.JI be fr-.e from !l'"OOt:s, m>f'les., deb..-t5 , noxious we.eds, or any subst:..nGe hMmful ta pbrlt growth. Qll.ility of Topsoil to b,e appr-a,ed by W d~ Architect. II _ Once de liveM to the site, the contr.u:1Dr-i5 r espom;ible fOII"" thep.-ot:ection. includingthelt.. o f allmi.teri ;Js.. 12. The landsape pbn is to sene ll :ii guide KlC" insblm<>n. Field adjustment and diilnges to byout: may be made by Landsape A.-chitlrl JJ_ Conlr>ctDr shilll l,youtall plant materill per pbnting plans ind sched~e ·, me meeting wit!, l.ndsape uchitectfor ~\41 with a minimum of 48 hours notice. 14_ Quantities; shown on ?lant list are lor conwnience only_ I 5. All g.-oundcater-& flower-beds shall recerff 3• minimum of pb.nting mO: comisUlg of ~ecomposed JM™!lm-k or mushr-oom compost and blended into the top 6• of existing 5-0it R.ake beds smooth ;m,cl kip d= with 2" min_ ol ground pinelwic prior to planting_ 16_ All tree •nd mrub pbnfug pin ,hall be b,ddilled with 751' exmated ,o~ & 25% pbntlng mix consisting of d&ornposed piJ)ebHk or-rnustroom comport. 17_ All trees shrubs andgr<>t61dcoW!rs sh.all be pb.nted with WOCNbc:e fertiliz.erb.bs at ntes pe, manubctun!S recommencbtioM.. AIi pbnting beds diall .kc be top dressed with a slow reJe...se Osmocote fetti lize.--or equal per-man~ r-ecommembbom prior to mulching. 18. All beds shall receive F.-eehand pr-e-<t!me.-genl: herbicide ,or eqtnl. 19_ Unless otherwise noted. a.II beds ,hall receive J" comp.cted depth of fre,h Loog l.E,I pine <tnw free from sticks ilnd pine cones. Grnundcaver-if"NS with 1• p1ants or ~ugs shall be mulched 'With pulverized pinebMii: mt1!ch unless otherwise noted.. 20. AD bed lines ~ hive r V~ped tre:nches. See detail. 21 . Al plant fflilterial shall meirt or exceed fed enl, state. Bid county bws reqWing inspection for pl.mt disease. .and insect control~ ll. All plant ma.terial shall be Aorida .#1 or better &n:d meet the btert: rtandards cf the.•Americ:ln Standards for Nursery Stadt"_ B. All trees shall be~ with m>or guy (or-equ.al) tree stakes per ma,nufactur-es recommenc:btions. 14. All disturbed a..-eas, shall be irrig:it2-d itn:<I sodded. 15. Contractor-.shd mi1.intu, all planting!.; and lawn ue.s w,til :final .i.ccepti.nc:e by owner :and lan,d~ v-chit.E!ct.. Unless specified otherwise. rrwnten~•e includes mewing. edging. we.eding. blowing. pruning.. ~ing.. muk:hing. etc.. 26-Brown..-deloli>ted plants shall be removed and repi><ed immediately_ 'U. Al materials ..nd workfflimship fo, b.nclsape ;md' irrigatiofl shall be guaranteed fon1 minimum of OM )'e!M" from fin..l x.ceptmce. 28. No work shi1.JJ be perlonned rl an)' R.O.W . without: appr~ hr the approprii1a Feder.al State, Cow,ty. o.-Oty authority_ 0 IJ\NDSCAPE NOTES 1 f----------- "" AABORGUY STAY.NG KlnOR EQUAL INSTALL pm. ~CT\JREP.SSPECS.»ll gzJNC_ JREQ.ARED 1-20•NAAT, 1-0GH ViSIBUTY FE.AGGNG TAPE SET TOP Of R0011!AU. [.S-.ABOYEFNSH GRADE. SLOPE son. '4.WAY. FOR POSITIVE OIR:AINAGE. :,_.~'=l,J_M::=::, MUlOllJlfEI\INGJ"DEEP(TYP.) KEE' !il.A.OI CfF"lJlUNIC +1-2• ~ sat. WATER 'Mll ABOVE Ar-.1,g.J GRADE SPE<lRED Pl.ANTING r1X. WA.9-1 IN BAarnU. TO RB10'VE AIR FOCKETS.AN> !HllESOL SPECIFIIDFBlTI.IZB!.TABS FIIG<GIWJF LHJISlUP'.BED SUBGRADE AABORGUY N,ICl,alS TO &1' DIUVEN INTO l.HJISlUP'.BED SUBGP.ADE f',OT PLANTING PfL 2 ----------® TREE PIJ\NTING "-H IA.01 UMrTS Of MULCH B!D EDGEOFSOO. WAJX. J'Oftu.Oi 32" NOJEc I.ANOSCAPECONTII.ACTOR ilS RBPONSIBLETO ENSl.11.E PCGTM DRAJNAGEIN All. DIRECTIONS AND AWAY RI.OM Al.lSTRUCll.JlEK f3'_s _H_R_U_B_P_LAN __ TI_N_G_D_ET_A_IL ________ _ V N.T5. BUll1l!NGFACADEOR Wfil------ UNlllSTIJ\BED!UBGIWJI' ------- utl1'i OF t"Ul.Oi BED. IDGEOFSOO,WIDlORCllU! O.C. SPACING fTYP.) NOTE -CONTRACTOlllSl\£ll'ONIS..ETO ENSURE POll1lVE DIIAIW\GE IN fil OIRfCJlONS ANDAWAYFROMAll.STRu::TlJRES:.. 1Afl2 4 f-----.:..::::.;_c__;~...::::.:::....::....__ __ 0 GROUNDCOVrn PLANTING DETAIL N..T.S. 3" FN&IGRADE ---------- H\A.CH TO BE I~ l.OVVER THAN ---~ ~ GRAOEAJ ~ ~ OF MU.GI AS SPECJRED SlJBCRAlJE I II J _ 11 IIEII1=1II= = _Jfflllm=M111 ~ffiITTI I IT~ 1r-1II=I11=I11=I1 ~I1=III lA.<>l 0 TRENCH BED EDGE 5 1---------- N..TS. PLANT SCHEDU L E BOTANICAL NAME COMMON NAME CONTAINER HEIGHT CITY REQUIRED TREES o~ , 0LM II llexXHtenLliO'E.Jgl~ £.iger"stroernii :x: 'MIJskQgee~ tr.ender Cnpe Myrlie ID g,J lDg,J l"'Cdt-fn. B'f-ft_ Min.. (])~Mal.@ t•;eme B'Ht. Mn.. 0MB 0~ Qav t'b,gnoliilgrandiloc:il 'Brrlens Brown eauty · Bnclcm's; M~ii 10' Ht. Nit. Que<m,lyrm Querms virpiml: Om T.-xodumdi5tichtnl SYMBOL CODE QTY BOTANICAL NAME SHRUBS ~ Pl1 'l-1 Podocarpusmacrop,yllus 'Mak! SYMBOL CODE QlY BOTANICAL NAME GROUND COVERS l::~•L'.::;'.;.:j er 13.079 sf Cynodon dact,lon "Tr~l9' NQla I . LONG lEAf Pl1'E'STRAW All. BEDS EXCEPT 4"& I GAL POTS. 2. .f'"I I GAL POTS TO BE PL.AN:TED IN J• Of PlANTING MDC"'"° TOP DRESSED Wffil CRO!,N[) PN3WU(_ ]_ AP!'L Y GIVNJlAl\ l'RHMB\GENT TO AIL f'IANTINC es:,s_ SEE NOTEi 4. USE WOODACE FERTI LIZER. TABS IN All PI.ANTNG PITS. SEE NOTES. IO'Ht.Mil.. live a-:!9c.LMn. ID' Ht. Mil. &Id Cypress rCli.Mi'I. 10' Ht. Mil.. COMMON NAME SIZE CONTAINER MmYew ~ HL Mft.@ Tme ol Pb.nong COMMON NAME SIZE CONTAINER 419 Benoodil Gr.ass sod CITY OF FAIRHOPE LANDSCAPE REQUIREMENTS: PERIMETER RfQUIRftlENTS: 5. PPH'. Pl.ANTING PfTI & GROUr-oc:ovER A.REASVVllH PI.MfTING MIX. SEE NOTES. Bushel Rood frontage Feet = 25,'/lO' = I Trees in Frn 25' regardless of tree cre<lils. Hwy 181 Road frootage Fttt = IJI'/JO' = 1 Trees i1 Am25' regardless oltree credits_ Rodwell Blvd Froot,ge Fttt =2 11'/JO' = 7 T rees in ~irst25 ' regardless of tree credits_ Remainilg Perimeter fttt = 596'/JO' =20 Trees 6. THIS l'IANT UST ~ FOR COMNJENCE eN_ Y. CONTRACTOR TO \'BIFY. 7.SE~NOm. APPROVED NURSERIE& I. GREEN FOREST NURSERY 2. R.OWERWOOO NURSERY 3_ GREENS t-URSEJIY -4. OU:RRY l.AJ<E NURSERY Othe,-cvseries rm.y he ipproVK it the discretion of the ~ Mehitect. Pir1<ing Requi'ements (I Tree/12 ~ces) = 19 si,.a,s112 = 2 Trees Total Existing Tree Credits= I Total Trees Required= (I) Bmhel. (J) Hwy 181 (Omstory). (7) Rockwell (Dverstory), 20 ~ Trees (At Least 50',\<; O.er.""1'), & 2 Pu1<ing Lot Trees EXISTING TREE CREDIT TABLE TI\.EB f'I\Oi'OSED TO REMAlN: ,lfJ.3" OU:-.18 = I Toai'T~~ ~dits = I DETNL REMARKS Sq1e Tild:.. Tiree Form. No Baa Tre.M Shiil Mfft"SiZ!'Spedfiations Repr-dlessol Con.biru!r Sll2. Appn:,ite photo with LA 'Tree Form. MuJl:i.Trunk, No 8&8.. Trees-Shall Mee:SiZI! Specik:abon:5 Rep,dless of Coobina" Size. ClW!IT)bke Nlinery. Appf"<We photo wih LA FTG. NO B&B. Tree5 Shil Meet Sae Specificmons Regulless of Contiliner-Sill. Cherry~N~ry 351-419-2 1,7 1. Apfin,¥.e phcto WEI LA "frees SIDI Meet Size Speciflatio11s Repnless ofConbi'lerSi:ze. Hunter-Trees No 81:B. Trees: ShilD Meet Sm! Specific:::;IC!ans Reprdless cf Conl:B'H!f' Sm. Che<,)'iake,.,,,.., No 13.\11. T..., Shall Meet.-- Reprdless of Cont;LM Size. DETAIL REMARKS Hedg@ shall be nwnuined ;1t 411 minimum of 4a• ~ Pl!'" Cq requirements. SPACING DETAIL REMARKS ~ ESPA LIE R land1c11H1 architecture Es!Mtler, Li.C P.O, Sox I l -17 Fal rhoJHI , Al abama 36533 P , l5 I .1 S4.JSOO sspallar:r:leslp.com ~~ Thism.l'IIIIISle;~dia ~1:5.-ei:hepr:opertycifEs~. U.Cmd 11UJ noc be <Dpied or IIIIHI in .a'lr-f w:houl: ~ perricion. frcm~. V') >-0 z w ...J ~ a, .2: <( L. ar 0 c.. w al 0 .c .c a.. VI L. :::, 'i.j 0 '° LL I a::: -<( u.. ISS UED/REVI SED LANDSCAPE DETAIL5 [l~l'I "' l•l.2 W.TCHL~~1 CONCAETE ~tlEW~ I S 89"52'3.l• E 3 74.30' (R) J Cllf!~·~cl~--r,r-r----------------------------S_8_9_'5_2_'3_,_•_E_3_7_4_.3_6_'r(O~)'--------------------------------,---,--+-~;Cllf'I I w I j!;· ACCESS. UTILITY 6:: ORAIH.6.GE E:iltSEMENT :i:I ffi ~.. j I JO' UiNOSC.\PE AHO GREEN SPACE SU FFER N °~~-~~o~ ~ I / !I~ ~ J:! ~~ J I VANO MINIAUM l:IU ILD I~ SETBACK N o~g~r(R~ --H 89'52"J1 · W ~(O) Gli:EEN 2X-4-;;;;; --j~Uf ~ g~ ~ ' M 8'it'52'J.1· W lS0.00' t'R) STUB IU.RKER -~ O I ,.• 11,I I ~~ ." ,, <j I : } ,,,.l' ,,l' ,,,~.f / i:li11 ! CRfl tor I, ~ or lOT I ANO COIIIMW MfAS I .t 2, ROCKWfil l'lACf AS RU:Ol!fJUJ Ill __________ Ill THE am:r OF THE JUOOf Of PROBI\Jf. -COUHrr,-- llllRfBY ClilllfY nw AIJ. PARTS or llllS Wlll£Y ANO -f/1,\lf /JIT~ COJIPITTf/) Ill ~ 1111H THC CIJRil[Jff RflX,ffifMf)fl5 or lliE SfNICN!/f; or ~ FOR SUM'llNC rH Tl£ STA!f or AIA8,UM 10 Tl£ BEST or 1W lCl<?il!.lllGf. (M"(l'lljAJl'.W. 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LOT 1, RESUB OF LOT I & C.A. =~ 25-J12 239/24 FAIRHOP E, ALABAMA Solh~--25.1 :s,11111W1 fert,ALHU7 Payton Rogers Denied City of Fairhope Planning Commission October 6, 2025 SR 25.07 -Advanced Auto Parts -Road D B-2 General Business District B-2 LJ Parcel D Corporate Limit Proiect Name: Advanced Auto Parts Site Data: 1.09 acres Project T~e: Site plan approval Jurisdiction: J airhope Planning Jurisdiction Zonina District: 8-2 General Bus iness District PPIN Number: 626314 General Location: Northwest corner of State Highway 181 and State Highway 104 Surve~or otRecord: Jade Consulting, LLC Eng_inee r ot Record: Jade Consulting, LLC Owner L Develoe_er: Plant ers Pointe Partners, LLC School District: Fairhope Elementa ry Schoo l Fai r hope Middle and High Schools Recommendation: Prel!ared bl{: SR 25.07 – Advanced Auto Parts October 6, 2025 Page 1 of 5 SUMMARY OF REQUEST 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. SITE HISTORY The subject site has been included in numerous Subdivision and Multiple Occupancy Project (MOP) requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any lot. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Planter’s Pointe Subdivision establishes setback requirements for Lot 9 to be 20 feet from the West property line along Rockwell Boulevard, 10 feet from the South property line, and 50 feet from the East property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 20 feet. Tree & Landscaping - MORE INFO NEEDED Per the City of Fairhope Horticulturalist’s comments, the Tree Removal table listed on the Tree Preservation & Removal Plan is misleading. The applicant states that four (4) trees are proposed for removal within Rockwell Boulevard right-of-way (ROW), however, the Tree and Landscape Plan does not appear to include a credit of four (4) trees to offset the trees removed. Parking - COMPLIANT Table 4-3, Parking Schedule requires a minimum of 25 parking spaces for the subject site and allows for an overage of five (5) additional spaces not to exceed a total of 30 spaces for the site. As proposed, the Site Plan illustrates 27 parking spaces in total which includes two (2) handicap spaces and eight (8) compact spaces. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity is illustrated along Rockwell Boulevard, as required. Additionally, the proposed Site Plan illustrates the extension of the 15 -foot-wide multi-purpose trailway along State Highway 181. Drainage - COMPLIANT Drainage is unique within the Planter’s Pointe development. Publix, the anchor store, provided underground drainage for itself and those stores connected to it. Notes on the Final Plat for Planter’s Pointe Subdivision SR 25.07 – Advanced Auto Parts October 6, 2025 Page 2 of 5 state that all other lots must have self-sufficient drainage addressing all post-development stormwater runoff on the individual lots. The Applicant is proposing to use Low-Impact Development (LID) methods to control site run off by infiltrating storm water into the ground using bio-retention swales and ponds. Within the provided Stormwater Report the Applicant states that, “The project will include a storm water management system that regulates post - development run off release rates below its respective pre -development rates for all critical storm events”. Article IV Section E.4.c(2) of the Zoning Ordinance requires any parking provided that is more than what is required by Table 4-3 shall be designed with a pervious surfacing. As such, the site is required to provide a minimum of two (2) spaces utilizing pervious material. As illustrated, the applicant is proposing eight (8) parking spaces on the North side of the property to be surfaced with pervious concrete. 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 proposed to be located on the building’s roof and is illustrated in the submitted plans. Dumpster - COMPLIANT The Site Plan illustrates a dumpster with compliant screening in the Southeastern corner of the subject site. Signage - COMPLIANT Signage will be reviewed at time of a sign permit submittal. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A Traffic Study was generated with the application for Planter’s Pointe Subdivision in 2021. At that time there were not any determined land uses for each outparcel. As such, the trip generation analysis produced 395 entering trips and 302 exiting trips during a weekday AM peak hour; 573 entering trips and 559 exiting trips during a weekday PM peak hour. Per the applicant’s submitted traffic letter the proposed Advanced Auto Parts will generate a total of 30 trips during the AM peak hour and a total of 44 trips during the PM peak hour. Lot Access - NON-COMPLIANT As illustrated, the subject site proposes two (2) access drives both entering the site from Rockwell Boulevard, one (1) on the North side of the property 220 ± feet from the intersection of Rockwell Boulevard and State Highway 181 and a second entrance on the South side of the property. If constructed the southern access SR 25.07 – Advanced Auto Parts October 6, 2025 Page 3 of 5 drive would be a shared drive between the subject site, Lot 9 Planter’s Pointe Subdivision, and Lot 8 abutting to the South. A site plan comparison can be viewed as an exhibit at the end of this report. It is important to note that Lot 8 was recently before the Planning Commission at its December 2, 2024 meeting where the Commission recommended approval of a Site Plan Review (SR 24.06) for Express Oil Change, which was subsequently approved by the City Council. The Site Plan associated with SR 24.06 did not illustrate the aforementioned shared drive access between lots. Despite the majority of items associated with this Site Plan Review being compliant, staff cannot recommend approval of a Site Plan which is in direct conflict with another Site Plan already approved by the City Council. Staff has discussed this issue with the Applicant who has indicated a desire to work with Express Oil to address the need for a shared access drive. However, at the time of writing this report no plans detailing such have been submitted to staff. Comprehensive Plan - COMPLIANT Planters Pointe is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site additional commercial uses. Benefits to the Community - COMPLIANT There are a lot of residential units being built in the surrounding area. A commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth the criteria for reviewing rezoning requests. Recommendation: Staff recommends DENIAL of SR 25.07 – Advanced Auto Site Plan due to a direct conflict between the proposed lot access plan and the lot access plan for an abutting development recently approved by the City Council as SR 24.06 – Express Oil Change. EXHIBITS SR 25.07 – Advanced Auto Parts October 6, 2025 Page 4 of 5 Proposed Site Plan ;' I r I . I ~ \ I I \ • ~ .. 6' tv'CAAMP W/ A I UQ0.,2'WIOE YWDIV I " kt(t).,.6'Wlllf:TH 'lfilOWST I ...,,_, 41 / /~. 0 :1:6,889 SF BUILDING LOT9 .i 1.09 AC ( 17,•lqB SF) PROPOSED ST~t.tW,.ff~ M4NAOfMfN'1 ot.AEA I I I . I I a!• . I WI I .., . ~. I i<:1 I .. I I ~ ~ ~ ..., q:i ..., ::,.... ~ ::i:: ~ ~ ~ ~ Cl) 100' HCS EXHIBITS SR 25.07 – Advanced Auto Parts October 6, 2025 Page 5 of 5 Advanced Auto Lot Access Express Oil Lot Access I \ • I . / I ltEQ0.,.6'ti,IC~ REQO , 2' 7' PAINTEOC ~ WARNI :,=! E: I •.~t N: i I~ R7•8 RESERVED PARKI R7•8P VAN ACCESSIB o t O::"' <Ill >1~ ~1> g~ _J J a, :, I I I I I CURB & GUTTER TRANSITION FROM s• TOO" VERTICAL OVER LAST 6 FEET F.F.E. 118.35 ±6,889SF BUILDING LOT9 25' 32' 25' 22''., PROPOSED BUILDING 15,747 SF FFE = 118.00 6 SERVICE BA VS ;,, le .. LOADING/\JNLOAOING AREA ~ a1.6r 25' 1'.,., ..P,,7, IS N; 199484.95 E· 1857433 03 .,,.--(' / I I I I I I I I I I CURB & GUTTER TRANSITION FROM 5• TO o• VERTICAL OVER LAST 6 FEET i I ;:j I ffi~ I ...... I ~~ ::,::, I O'.W I oe> t;;i I " I ,. I I I I I \ ..... 100' HC5 " ~-... I APPLICATION FOR SITE PLAN APPROVAL Application Type: Attachments: [Zbite Plan Qrticles of Incorporation or List all associated investors Date of Application : _0_8_12_6_1_2_5 _____ _ Property Owner / Leaseholder Information Name of Property Owner:Planters Pointe Partners LLC Phone Number: (251) 243-0708 Address of Property Owner: _8_05_T_rio_n_e_A_v_e ________________ _ City: Daphne State: AL Zip: 36526 Proposed Site Plan Name : _A_d_va_n_c_ed_A_ut_o_P_a_rt _s ______________ _ Site Acreage: 1.09 Sq. Footage: _6_,8_89 ______ _ Parcel No: 05-46-02-03-0-000-004.245 Current Zoning: _B_2 ______ _ Authorized Agent Information Name of Authorized Agent: JADE Consulting , LLC Address: 208 N. Greeno Rd ., Ste. C Phone Number: 251 -928-3443 City: Fairhope State: _A_L ____ _ Zip: _3_65_3_2 __ _ Contact Person: Perry C. "Trey" Jinright, 111 , PE Engineer/ Architect Information Name of Firm: JADE Consulting, LLC Phone Number:251-928-3443 Address: 208 N. Greeno Rd., Ste . c City: Fairhope State: AL Zip: _3_65_3_2 __ _ Contact Person : Perry C. "Trey" Jinright. Ill , PE I certify that I am the property owner /leaseholder of the above describ d prop submit this site plan to the City for review. *If property is owned by airho s· an authorized Single Tax representative shall sign this application. 8?EJl0'L Owner/Leaseholder Printed Name Date ~, 2-~}2.f { I Fairhope Single Tax Corp. (If Applicable) Sherry Sullivan Mayor Council Members: Kevin G. Boone Jay Robinson Jack Burrell, ACMO Jimmy Conyers Corey Martin Lisa A. Hanks, MMC City Clerk Kimberly Creech Treasurer 161 North Section St. PO Drawer 429 Fa irh ope, AL 36533 251-928-2136 (p ) 251-928-6776 (f) www .fairhopeal.gov July 8, 2025 Re: PPIN 626314, ADVANCED AUTO AT PLANTER'S POINTE SHOPP ING CENTER ROCKWELL BLVD AND HIGHWAY 181 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 revi.ew. This statement of availability remains effective for twelve (12) months from t he date of this letter, at which time it shall expire and automatically he withdrawn. Water: Based upon a 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 n ecessary infrastructure improvements will be at the developer's expe nse. Sewer: Based upon a review of the proposed development, sewer service by Fairhope Public Utilities is currently available. Gravity sewer will be available on the west side of the property and will be private . Low pressure sewer is available on the east side of the property and is the City of Fairhope's sewer force main. All tap fees and system development charges (SDC's) will apply, and all necessary infrastructure improvements will be at the developer's expense. Sincerely, July 11, 2025 Kenzie McInnis Jade Consulting RE: Service Availability – Parcel ID: 05-46-02-03-0-000-004.245 Dear Ms. McInnis, 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 ~ Proud Sponso, ot the Lf.S, Olympic Team RIVIERA UTILITIES 413 East Laurel Avenue - Foley, AL 36535 Phone (251) 943-5001 7/11/2025 Kenzie McInnis Jade Consulting 208 North Greeno Road, Suite C Fairhope, AL 36532 RE: Parcels 05-46-02-03-0-000-004.245 This letter is to confirm based on the site plan received; Riviera Utilities is willing and able to provide electric service to the above referenced property. Riviera Utilities requires a 10’ easement along all side property lines and a 15’ easement along all front and rear property lines. Please ensure all property plats reflect the easements. Upon final design, Riviera Utilities will provide estimates for service fees and system installation requirements to meet all Riviera specifications. Please contact the following Riviera employees concerning costs and requirements. Name Department Email Wes Abrams Electric wabrams@rivierautilities.com If you have any questions or comments, contact Riviera Utilities at 251-943-5001. Thank you, Tony L. Schachle Jr. LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET R.O.W. W W SS GAS FO FO TEL TEL RIGHT-OF-WAY CENTERLINE CENTERLINE PROPOSED PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLEGUY EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FIBER OPTIC CABLE LINE EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB T G EXIST. POWER POLE EXIST. LIGHT POLE EXIST. ELECTRICAL BOX EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. GAS VALVE EXIST. GAS LINE MARKER EXIST. FIBER OPTIC CABLE BOX EXIST. FIBER OPTIC CABLE POST EXIST. TELEPHONE BOX EXIST. STORM SEWER MANHOLE EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTYCONCRETE (BROOM FINISH) PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH) W EXIST. PROPERTY LINE PROPOSED PERVIOUS CONCRETE TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP C E LP LP 5 S P A C E S 7 S P A C E S 8 SPACES ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R MAIN ENTRANCE DELIVERY DOORS DU M P S T E R E N C L O S U R E REQD., BOLLARDS (COORD W/ ARCH PLANS) 7 S P A C E S F.F.E. 118.35 (C O O R D W / A R C H P L A N S ) RE Q D . , 4 " P A I N T E D B L U E S T R I P I N G REQD., 12" PAINTED BLUE STRIPING RE Q D . , 4 " P A I N T E D W H I T E S T R I P I N G REQD., 24" CURB & GUTTER REQD., 2' WIDE THERMOPLASTIC YELLOW STRIPING RE Q D . , 5 ' W I D E C O N C R E T E S I D E W A L K RE Q D . , 2 ' W I D E P A I N T E D W H I T E S T R I P I N G RE Q D . , 6 ' H / C R A M P W / A D A S U R F A C E REQD., CONCRETE WHEEL STOPS REQD., 24" WHITE THERMOPLASTIC STOP BAR 36" R1-1 "STOP" SIGN REQD., ADA PARKING SIGNS ON BUILDING RE Q D . , 6 " W I D E P A I N T E D W H I T E S T R I P I N G REQD., 6" WIDE THERMOPLASTIC YELLOW STRIPING REQD., ADA SURFACE REQD., 6' H/C RAMP REQD., 6' H/C RAMP W/ ADA SURFACE REQD., 6' WIDE FLUSH SIDEWALK REQD., 6" MONOLITHIC CURB & 6' CONCRETE SIDEWALK REQD., (2 EA) 6' H/C RAMP W/ ADA SURFACE REQD., 6' H/C RAMP W/ ADA SURFACE REQD., 6' H/C RAMP W/ ADA SURFACE REQD., CONNECT TO EXISTING SIDEWALK REQD., CONNECT TO EXISTING SIDEWALK REQD., 4" PAINTED WHITE STRIPING REQD., 6" CURB REQD., 2' WIDE THERMOPLASTIC YELLOW STRIPING REQD., 6" WIDE THERMOPLASTIC YELLOW STRIPING REQD., 24" WHITE THERMOPLASTIC STOP BAR 36" R1-1 "STOP" SIGN TPTPTPTP TP TP TP TP TP TP TP TP TP TP REQD., LOADING SPACE ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 2020 20 SI T E P L A N JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L PARKING STRIPING NOTE: PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKING STRIPES ON ASPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 1" = 20' SITE DATA TABLE STATE OF ALABAMA COUNTY OF BALDWIN CITY OF FAIRHOPE LOT 9 PLANTERS POINTE SUBDIVISION TAX PARCEL ID:05-46-02-03-0-000-004.245 PARCEL SIZE:APPROX. 1.09 ACRES (±47,498 SF) EXISTING ZONING:B-2 GENERAL BUSINESS DISTRICT BUILDING SETBACKS: FRONT:50' SIDE:10' REAR:20' LANDSCAPE BUFFERS: FRONT:20' GREENSPACE BUFFER SIDE:0' REAR:0' PARKING STANDARDS: REQUIRED: VEHICLE PARKING: 0-400 SF = 4 SPACES + 400-5000 SF = 1 SPACE/400 SF + OVER 5000 = 1 SPACE/200 SF 400 SF GFA = 4 SPACES + 4600 SF / 400 SF = 11.5 SPACES + 1889 SF / 200 SF = 9.5 SPACES = 25 TOTAL SPACES *NO USE SHALL PROVIDE MORE THAN 20% MORE THAN THE PARKING REQUIRED BY TABLE 4-3* 25 * 1.2 = 30 SPACES (27 SPACES PROVIDED) *COMPACT SPACES SHALL BE A MINIMUM OF 30% OF THE REQUIRED SPACES AND NO MORE THAN A MAXIMUM OF 40% OF THE REQUIRED SPACES* 25 * 0.30 = 7.5 SPACES (8 COMPACT SPACES PROVIDED) VEHICLE PARKING PROVIDED:27 SPACES (INC. 2 H/C AND 8 COMPACT SPACES) BUILDING HEIGHT & AREAS: BUILDING HEIGHT:20' GROSS FLOOR AREA:6,889 SF BUILDING COVERAGE:6,889 SF ≈ 14.5% OF SITE IMPERVIOUS:22,848 SF ≈ 48% OF SITE (EXCLUDING BUILDING & INC. MULTI-USE PATH) GREENSPACE:24,650 SF ≈ 52% OF SITE C2 3317.83 Max 90° HorizMax 10° Vert 3 23.5 4 25.5 2.5312.5 WB-40 - Intermediate Semi-TrailerOverall Length 45.500ftOverall Width 8.000ftOverall Body Height 12.052ftMin Body Ground Clearance 1.334ftTrack Width 8.000ftLock-to-lock time 4.00sMax Steering Angle (Virtual) 20.40° PROPOSED JOINT LAYOUT: NOTES TO CONTRACTOR: 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER. 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. PROPOSED CONTRACTION/SAWCUT JOINT PROPOSED EXPANSION JOINT I I e ~------.., "-I t>'® & ~~ "-) J [''y 4;i 01 ciJ r; iJ (j (} //2 ~ATER MAI N EASE 'foR FAIRHOPE UTI ;::; E) I 8 PROPOSED STORMWATER MANAGEMENT AREA t. ~ I I I 11 I l'F'l"l"l' ____ ____,;.....,.....,.~-Jr?:1'==~ I I I I I I I LOT9 LOTB ~ ~ I 0 (eJel .<) ~ "ONE WAY" J I I ~ I I I I I I I I I :: 11r ~i 11 I 1~ 12 I i I I I~====, 11 I I I I 11 J ® 100 ' HCS SPEED LIMIT 25 ROCKWELL BLVD SPEED LIMIT 55 AL-181 ~ AXLE b. CMF □ OTF b. CRF b. CRS O --------®,,--- f-------------@,.----- -UGC- IE] 0 ,. •If 0 ., -□ ' D D D ~ □ . ' LOTI o· .JO' e----- ,-!$> -----~-- lf6 UJT 7 LOT a 60' 90' VARIABLE R/W I Ji I 11 11 1: I' ,: 11 1: 11 1: I' ,: , .. II", ~ IL. - I . oo-;;:oo-:;, ; zai ii" - I 24"W 311.29' (A 117 LOT 9 47,498± SJ. 1.090± ACRE'S CURVE DATA 1a1.oo' 14Z17' 313.00' J6.71' 313.001 36.SJ' 88.00' 79.9?' 77.20' 88.00' l!O.Ol' 5SJ'56'57'W RJD' 187.00' 18.36' N02'48'46"E IB.36' 187.00' Ill.JS' N02'49 :I< E 8 . .lo' 187.00' 110,14' N22'l(l'OO"E 108.56' 187.00' 110.14 N22 47E 108.56 187.00 17.JJ' Nl1WJ2"E 17.JY 118 .~ .. 1!1-------------------10 ---------,ll -- 50015'.lS"W 232.30' (R) :)tt - ---S001 5'40"W 232,26' (A)-------- --.-,, ,. .f!ll.lOl r> "' -----, i 112 HJ 110-... __ 112 lll --~--------------~------<iii------====== ____ ,, PROPERTY CORNER DATA PONT IIOIUHING EASllllG DEStRIPllON llR7-01 199649 .lli 1 857 m.28, CAPPEi) R£llAR THOMPSON 8!!702 199 <H90 18572'/a.28 CAl'PCJJ R£ll AR JHOMPSCIN BJl70l 199.~3.43 1.8575".83' CAPf'ED R!llAR lliOMl'SON BR70< 199,648.76 1 857,534.67 CAPPCIJ R!ll AR IBOMJ'SCIN !701 199,819.61 1.857,35Z:I< CAPf'ED RmAR lliOMl'SCIN T702 199,963.07 1,557,:i05.88 CAPP[J) R£BAR OE'to!lERll' f700 199,977.79 1,557,496.1• CAPPCJJ R£llAR lliOMPSON f704 199,964.JO 1,857,l99.87 CAPPCJJ R!llAR lliOlll'SON nre 199,963.04 1,857,428.04 CAPl'ED R£BAR REF. (OCWBERRYJ T706 199,881.08 1,657,4<5,96 CAPPCJJ R£llAR (11iOMJ>SONl T707 199,881.04 1,657.~.]J 5/a" REBAR T708 199,917.lli 1 857.536 . .lll NAIL & DISK (CA100715 AIJlOTI T709 199,8<7.13 1,857,l76.51 CAPPCJJ R£llAR /ll!OMPSCIN) mo 199668.IJ 1657&27 CA1'P!D R£llAR llHOOSONl POI NT N!llllll/G TI 199188.74 T2 199 445,19 Tl 199,5!14.90 T4 199,880.11 T5 200,0 7B.41 TS 199,699.08 § STATE HIGHWAY 181 VARIABLE R/W CON TROL POIN T DATA EASTING l~I ;-vATION lllll 1 857271.88 119.79 Rill CAPPED REBAR WA11TE1l 1857,296.1,l 117.85 Rll)Cl,PPEORJ:BAR -~= 1,857,542.46 11 4.« RED CAPi'EDR£BAA WATTIER 1,857,54 B.5!1 116.22 RED CAPPED RE6AA WATTIER 1,857,55U7 lll.65 ROl CAPPED REIIAR WATTIER 1,857,Jl9.64 118.18 ROl CAl'l'ED REBAR , WATTIER 5URVIT TlPU IOOHC)UY ._ TOPOC IWiklC' "SURVtY INtoAtu.flO N SOURCE ~· ___________ _ BEA ~G ll'UlR£NCE;, STI\Tt l'l.ANE Gal01 NAO &3. AL wrST ZON[. U.S. SURVCY FOOT .1.0.. NO, 2'-0707 COl,I.P , nlf ~ DWG, ""°' S'S-U-03-SV!D DA 1£ Of UST new WORK 0"1/24/20 2~ QJCN'T JAD£ CO,,,SULTINQ;, U..C: LEGAL DESCRIPTI ON STA1EOF- aJ.MY CJ' l!.l1JlWll ' __ ,.,,,L; ---~--- -,,111 ·':" ,11 LOT 9, l\l,'IIERS PO!II[ lim\lSCJ\ RE-SJB llJT 2. 1('11 a;RtR HWY)8!-lff0'104- SAD\ISKI;. JS fCC(l!{E) 1H !I.OE 2954-8 & C CT 11£ RECCllllS ~ 11£ ITTICE CT Tl£ .lllCl: CT PRCIIATE: 811.0ViN co.MY, IUllMIA. SANITAR Y SE~R DATA SSf2 SS/H RIM•l17.51 RIM.=U8.26 LEGEND ACJVM. E!U#lr.. OR CIS'TAHCC llRNNNZ. • IS1IUn' CA5aiDII l~\'(Sr-107.61 INl'(N)•109.l8 llfY(S)=l11.&6 -la!li,IYCIII'"'"''"'"= SS/1~ 1~1'([),a l Ol.'40 RIW=Hl.82 SS#J IN'i(W),a11l6.20 RIM=117.72 IH'l(M)=1116,J1 1~1'([~109.~2 SS#16 1~1'(S =109.47 l~l'(W},107.69 RI M=ll 9.42 l~l'(N)=I 07.67 lll\'(N)=106.0i! llfY(S):106,IB 5Sf1J Sl7 RIM•l18.4 1 l~\'(H)ctll,00 RI =114.28 llfY(S)•ll0,85 111\'(N)=lll'.64 IH'/(5)•104.59 STORM STRUCTURE DATA so;, JJNCllON EO~ Rll,ls1f6,59 INV(N) 18°RCl"•11ZIJ IN\'(S) 22',1J"RCAl'•112.75 INV(W) 44''27"RCAP•11 2.69 &lf2 APPROXIMAlt LOCA~ OF JJNCTION EOt Ull1lER o\SPHAl T sop INV 44 ",27'RCAP=110.09 Sllf! INV 22·xu"RCAP•110,42 Sil~ "S"INL£1 RIM•11 5.22 INV(N) 22"k1J "RCAP•1 1U8 INV(S) 18"RCl';l 11 .12 NOTES 51)~ 'S" INlfT RIM•116.12 INl'(N) 1 S'R0',,,111-57 'Sll/7 "S' INLET RIMca \17,65 INl'(W) lll"RCP-11135 Sllfll "S" ~ITT RIM-117.67 IN\'([) 1B'!l(:P~11:l.20 INl'(S) 18'RC!'~l1J.21 501!1 Al'f'Rll MAI[ LOCI, !ION Cf .AJNCTlON OOX UNO[R ASl'liAlT 51Jfl0 •s• INl.El RIM~111.14 INl'(W) :!4"RCP•1 l1 .97 INl'(E) 18'RCP•\11,95 INl'(S) .!-O'RCP-l1 L86 IIUIJWlO '£fflla UNI: SI.IMY"CXHTJrot.flOHT PR!JIIERl'r CCR(£R I.Dtt f"(lf. 1"li!IC""'"-"'--" I!!. lRNTIC ~ VUl attft t'itAHSfOrd.b~Alill ffi a, ·H ll.ECUIJCH......._, CQfflO, P.w;t ,.,. _,,,, "Ml'EM 'YN.."' "'-'-IWiO""" 8 MICo\DOH txllltl!Q. \'AL~ --s --- W,ODI .:sPICilOT f(All,IIAI.. QAS MWlkDt !XMUOCA~V'"1.T CCIAIIR-IJCA.JD UARi('"t..R --MNHJI£ !WlfAR't'SE.DIWld.£ SMIT.Nff SD£R V"1..ltt 1!RYSOOJl """°' Di!RY ""''" .... ~flB:TrllttH.: ,. It<~ llHE 10" IAmt lK 12"-.IOILM CAA"l'I s,Jff/llT S0tR LI,{ 6".s.uffNfrSE""11f'Ma.,W ,VII ltAUAlWLN: THE Plla£RIY DESCRIBED HER!:ON IS ~ ON 1HE FtMA flO(.(J INSUR.INCX: RAIE 1111' NII. OHIOJCC661 M,. O~l'ED 04/19/2019, >Joi() IS ~ TO 8C It< FlOOO Z()JE ~-UrGl,lllED" 2. THIS $1JR'IEY O({S NOT REF1.£C1 ANY mu 00 £AS£MO<T RtstAACH OT»Ell 1\lAN \\I/AT IS RLJ,lllL Y ',\SIBl[ Gil lliE Sllllf AC!: Of! PRO',\OEO BY 111[ CUOfT . J. afVAllONS SHO'~ HEREON ARE R~CED TO lit: NORIH IMERICAA lffi TICAl IDATIN ()' 19llll (NAW85) ANO '1ER£ ESl'l,BllSHEO ON-SITE \IIA STATIC IFS DlllmV/\TIOl<S 1HAT ..m: PflOCCSSOl 1'1111! OFI/S. 4. HORIZONTAL COQ!IXNAltS SH01'11 tti:R EON AR[ REfEIOCfD 1ll STATE l'lANI' COOl!DiNATIS, M.AllA~A ilEST ZONE, NAO 8.J, U.S. SUfMY roor .... a KllE ES1A9USl€0 011-SIIE "'' STATIC !',PS cmo!VAllONS THAT IIOlE PllOC£S!x:D 'MlH OP\JS. 5. OIST.IHCES SIIO'lill HER£0N All[ STATE PL.INE COOROIN~TE GRID OIST.IHCE.S. SCALE fAClllR: 0.99994151. 6, 8£-GS SH01'11 HEREON ARE 5T~TE P1.MC OOORDtmE Ul!D B£AAINGS. CON.£Rc:rncr ,INGLE f1!0l,I GRID NOl!lH TO GEOOEllC NOflTH IS -00' 10' <7" AT N 199.788.740, E 1,857,271 .883. 7; lJNDIRGROLfll lllllJffES SH01'11 IQEON WERE EST/,lllJSHEO BV FlEW MEASURlMENITS Of IIAIOON.S 1'1.AO:O 014 11!~ QlOUNll BY VARIOUS Ull.llY COMPAAIES IN R(g'ONS{ TO 1.jj[ LOCAIE iCkET NUMBER 151901324 Off AS SIIO\\II ON AS-l!UILT CRAVI NGS ffi01'10£D BY OllUTY COll•ANIES. SURVEYOR CERTIFICATION 'ICR!.lll CE1l111'1 ~•T <U. ._..,s 111 l!IS !UM• iJl'~flth(i lli!.14. BEEN (;:t.MJ'l['fEO ll'j A~ tmJ lllE ~1 ii!IDJIIIDfEN !s. er TM£ m~ a f'ii,icf1'1:: HJR &.I~ IN 1HE SlAl! (J" ,61J,S>,U,t, TO TIC Raif « t,V lfHMIA rnr.E:, INmN,t,IJCfl!, .1.>10-i'E'lfF '/ILJ If '44.tk ,✓' '4,\ A 1Mn£i0U ! A,.S,."' ~El2Sl!<An~ NO M6• f*i 1 ,.) i"\,;].~;t. 1 1~~ .. ~ JJLY 25, 2025 WAmER SUR~NG, INC. PROFESSIONAL LAND SURVEYORS ♦J18 Do-n towner l.oq:, !l, SuJtc, 1-1 Ynbe. Alab<n1a 36609 251-:142-2640 GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM ROCKWELL BLVD (LOT 9 PLANTERS POINTE SUBDIVISION) SEPTEMBER 2025 C0 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 COVER SHEET EXISTING CONDITIONS/DEMOLITION PLAN SITE PLAN GEOMETRIC LAYOUT & UTILITY PLAN GRADING & DRAINAGE PLAN CIVIL CONSTRUCTION NOTES CIVIL CONSTRUCTION DETAILS (1) CIVIL CONSTRUCTION DETAILS (2) CIVIL CONSTRUCTION DETAILS (3) EROSION CONTROL PLAN EROSION CONTROL DETAILS INDEX TO SHEETS: SHEET DESCRIPTION PLANTERS POINTE PARTNERS, LLC HAYMES SNEDEKER P.O. BOX 130 DAPHNE, AL 36526 (251) 243-0708 (251) 252-9898 (FAX) PREPARED FOR: NO CONSTRUCTION AND/OR LAND DISTURBANCE, EXCEPT THOSE NECESSARY TO INSTALL THE BMP'S, SHALL BEGIN ON THIS PROJECT UNTIL THE BMP PLAN HAS BEEN INSTALLED AND APPROVED BY THE CITY/COUNTY. NOTE: UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL) OR BY CONTACTING LOCAL UTILITY COMPANIES WATER/SEWER/GAS: FAIRHOPE PUBLIC UTILITIES 555 S SECTION ST, FAIRHOPE, AL 36532 DARYL MOREFIELD (WATER & SEWER) daryl.morefield@fairhopeal.gov WES BOYETT (GAS) wes.boyett@fairhopeal.gov (251) 928-2136 ELECTRICAL: RIVIERA UTILITIES 413 E LAUREL AVE, FOLEY, AL 36535 WES ABRAMS wabrams@rivierautilities.com (251) 943-5001 TELEPHONE: AT&T ALABAMA 2155 OLD SHELL RD, MOBILE, AL 36607 WADE MITCHELL wm0395@att.com (251) 680-7402 VICINITY MAP NOT TO SCALE SITE CO V E R S H E E T JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L N/A C0 SITE DATA TABLE STATE OF ALABAMA COUNTY OF BALDWIN CITY OF FAIRHOPE LOT 9 PLANTERS POINTE SUBDIVISION TAX PARCEL ID:05-46-02-03-0-000-004.245 PARCEL SIZE:APPROX. 1.09 ACRES (±47,498 SF) EXISTING ZONING:B-2 GENERAL BUSINESS DISTRICT BUILDING SETBACKS: FRONT:50' SIDE:10' REAR:20' LANDSCAPE BUFFERS: FRONT:20' GREENSPACE BUFFER SIDE:0' REAR:0' PARKING STANDARDS: REQUIRED: VEHICLE PARKING: 0-400 SF = 4 SPACES + 400-5000 SF = 1 SPACE/400 SF + OVER 5000 = 1 SPACE/200 SF 400 SF GFA = 4 SPACES + 4600 SF / 400 SF = 11.5 SPACES + 1889 SF / 200 SF = 9.5 SPACES = 25 TOTAL SPACES *NO USE SHALL PROVIDE MORE THAN 20% MORE THAN THE PARKING REQUIRED BY TABLE 4-3* 25 * 1.2 = 30 SPACES (27 SPACES PROVIDED) *COMPACT SPACES SHALL BE A MINIMUM OF 30% OF THE REQUIRED SPACES AND NO MORE THAN A MAXIMUM OF 40% OF THE REQUIRED SPACES* 25 * 0.30 = 7.5 SPACES (8 COMPACT SPACES PROVIDED) VEHICLE PARKING PROVIDED:27 SPACES (INC. 2 H/C AND 8 COMPACT SPACES) BUILDING HEIGHT & AREAS: BUILDING HEIGHT:20' GROSS FLOOR AREA:6,889 SF BUILDING COVERAGE:6,889 SF ≈ 14.5% OF SITE IMPERVIOUS:22,848 SF ≈ 48% OF SITE (EXCLUDING BUILDING & INC. MULTI-USE PATH) GREENSPACE:24,650 SF ≈ 52% OF SITE LEGAL DESCRIPTION STA TE OF ALABAMA COUNTY OF BALDIIIN LOT 2, NW CORNER SUBDl\1SION, RE-SUB DE 2954-B & C OF LOT 9, PL~1:s ~i~~SION, AS REC~(i;~ ~F ~OBA TE, BALDv.lN ~~ :c~DS IN THE OFFlCE OF THE COUNTY, ALABAMA. CONTROL POI NT DATA POINT EASTING ELEVATION DESCRIPTION RED CAPPED REBA:~:~:::! NORTHING 57 271 _85 119.79 199,788.74 1·:5;296.13 117.85 RED CAPPED REBA ATTIER) ' T1 T2 199,445.19 1,85;542.46 114.44 RED CAPPED::~ ;~TTIER) ' T3 199,594.90 1 • ' 59 116.22 :~~ ~~::~ ":: ~~~::: ' T4 199,880.11 1•857 ·:::·77 113.65 ' T5 200,078.41 1 ·::;·339:64 118.28 REDCAPPEDR ' T6 199,899.08 1, ' - PROPERTY CORNER DATA DESCRIPTION = NORlHING 1 ,::;1s;~8G2s CAPPED REBAR (THOMPSON) POINT CAPPED REBAR (THOMPSON) - BR701 199•:·:~ 1:as1'.2as.2a CAPPED REBAR (THOMPSON) BR702 199, 3.43 1,857,533.83 CAPPED REBAR (THOMPSON) - ~R703 ~::·:a·76 1,857,534.67 CAPPED REBAR (THOMPSON) BR704 1 as' s1 a:a1 1,as1 ,352.34 CAPPED REBAR {DEWBERRY) ,----T701 ' 07 1,857,505.88 CAPPED REBAR (THOMPSO~ T702 199,~~-79 1,857,496.14 CAPPED REBAR (THO~~~ r-T703 199,9 ·so 1,857,399.87 CAPPED REBAR REF. (D T704 ~::·:·04 1,857,428.04 CAPPED REBAR (THOMPS~ T705 199' 881 :as 1,Bs7,445.96 5'3' REBAR T706 199,881 04 1,857,535.73 NAIL & DISK (CA 1007LS AL□OTI T707 199,917.84 1,857,536.30 CAPPED REBAR (THOMPSON) T708 199' 847:13 1,857,376.51 CAPPED REBAR (THOMPSO~ J T709 199:688.13 I 1,857,298.27 I I mo l CE AUTO PARTS FAIRHOPE, AL SPEED LIMIT 25 ROCKWELL BLVD SPEED LIMIT 55 AL-181 TP TP TP TP LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET R.O.W. W W SS GAS FO FO TEL TEL RIGHT-OF-WAY CENTERLINE CENTERLINE EXIST. PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FIBER OPTIC CABLE LINE EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR EXIST. GRADE SPOT ELEVATION EXIST. POWER POLE EXIST. LIGHT POLE EXIST. ELECTRICAL BOX EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. GAS VALVE EXIST. GAS LINE MARKER EXIST. FIBER OPTIC CABLE BOX EXIST. FIBER OPTIC CABLE POST EXIST. TELEPHONE BOX EXIST. STORM SEWER MANHOLE EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL TO BE REMOVED TO BE REMOVED T G W TREE PROTECTION GUY TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP C E LP G G G G G LP ±1.09 AC (47,498 SF) 20 ' G R E E N S P A C E B U F F E R TPTPTPTP TP TP TP TP TP TP TP TP NO T E : T R E E S T O B E S A V E D DO N O T D I S T U R B TP TP NOTE: TREES TO BE SAVED DO NOT DISTURB REQD., REMOVE APPROX. 82 LF EX. SIDEWALK REQD., SAWCUT APPROX. 79 LF EX. CURB & GUTTER (SAWCUT TO PROVIDE SMOOTH EDGE) REQD., REMOVE ALL TREES AS INDICATED WITH AN "X" REQD., REMOVE ALL TREES AS INDICATED WITH AN "X" REQD., SAWCUT APPROX. 69 LF EX. CURB & GUTTER (SAWCUT TO PROVIDE SMOOTH EDGE) REQD., REMOVE APPROX. 78 LF EX. SIDEWALK REQD., REMOVE APPROX. 46 LF EX. SIDEWALK REQD., SAWCUT APPROX. 14 LF EX. CURB & GUTTER (SAWCUT TO PROVIDE SMOOTH EDGE) 1. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY WITH APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY THE PROJECT ENGINEER, AND APPROVED. 3. EROSION CONTROL DEVICES ARE TO BE INSTALLED PRIOR TO ANY CLEARING OR EARTHWORK OPERATIONS AND SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ALL DISTURBED AREAS. NOTES: 1. ALL DEMOLITION TO BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. TREES FOR REMOVAL ARE MARKED WITH A DEMOLITION "X". 3. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAY FOOTPRINTS. DEMOLITION NOTE: ACCORDING TO THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP NO. 01003C0661M, DATED APRIL 19, 2019, THE ABOVE DESCRIBED PROPERTY IS LOCATED IN FLOOD HAZARD AREA "X-UNSHADED" AS DETERMINED BY GRAPHIC SCALING. FLOOD ZONE NOTE: EX I S T I N G C O N D I T I O N S / D E M O L I T I O N P L A N JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 2020 20 1" = 20' C1 SURVEY PROVIDED BY: UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL) OR BY CONTACTING LOCAL UTILITY COMPANIES WATER/SEWER/GAS: FAIRHOPE PUBLIC UTILITIES 555 S SECTION ST, FAIRHOPE, AL 36532 DARYL MOREFIELD (WATER & SEWER) daryl.morefield@fairhopeal.gov WES BOYETT (GAS) wes.boyett@fairhopeal.gov (251) 928-2136 ELECTRICAL: RIVIERA UTILITIES 413 E LAUREL AVE, FOLEY, AL 36535 WES ABRAMS wabrams@rivierautilities.com (251) 943-5001 TELEPHONE: AT&T ALABAMA 2155 OLD SHELL RD, MOBILE, AL 36607 WADE MITCHELL wm0395@att.com (251) 680-7402 EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. EXISTING UTILITIES DISCLAIMER: EX., SS#14 RIM-118.26 INV(S)-111.86 1J7,73X EX., SS#1 RIM-118.41 INV(N)-111.00 INV(S)-110.85 ' EX.,SS#1 &------'i-,--- RIM=119.42 INV(N)-106.08 INV(S)-106.18 EX.,SS#1 7 RIM-114.28 INV(N)-104.64 INV(S)-1 04.59 Xl/>_S3 & /·'' LOT9 LOTB :~[ It ' • X -----------===+ X.,SD#5 "S" INLET RIM-116.22 INV(N) 22"x13"RCAP-111.38 INV(S) 18"RCP-111.12 POINT T1 T2 T3 T4 T5 TB "'"-I Cl::) "'"-I >-< ~ ""' ~ ~ ~ ~ :::: 0::: ~ ~ ~ V} HCS CONTROL POINT DATA NORmlNG EASTING ELEVATION DESCRIPTION 199,788.74 1,857,271.88 119.79 RED CAPPED REBAR (WATTIER) 199,445.19 1,857,296.13 117.85 RED CAPPED REBAR (WATTIEA) 199,594.90 1,857,542.46 114.44 RED CAPPED REBAR (WATTIER) 199,880.11 1,857,548.59 116.22 RED CAPPED REBAR (WATTIER) 200,078.41 1,857,554.77 113.65 RED CAPPED REBAR (WATTIER) 199,899.08 1,857,339.64 118.28 RED CAPPED REBAR (WATTIER) PROPERTY CORNER DATA POINT NORmlNG EASTING DESCRIPTION BR701 199,649.64 1,857,298.28 CAPPED REBAR (THOMPSON) BR702 199,464.90 1,857,298.28 CAPPED REBAR (THOMPSON) BR703 199,463.43 1,857,533.83 CAPPED REBAR (THOMPSON) BR704 199,648.76 1,857,534.67 CAPPED REBAR (THOMPSON) T701 199,819.61 1,857,352.34 CAPPED REBAR (THOMPSON) T702 199,963.07 1,857,505.88 CAPPED REBAR (DEWBERRY) T703 199,977.79 1,857,496.14 CAPPED REBAR (THOMPSON) T704 199,964.30 1,857,399.87 CAPPED REBAR (THOMPSON) T705 199,963.04 1,857,428.04 CAPPED REBAR REF. (DEWBERRY) T706 199,881.08 1,857,445.96 CAPPED REBAR (THOMPSON) T707 199,881.04 1,857,535.73 5/ff" REBAR T708 199,917.84 1,857,536.30 NAIL & DISK (CA1007LS ALDOT) T709 199,847.13 1,857,376.51 CAPPED REBAR (THOMPSON) T710 199,688.13 1,857,298.27 CAPPED REBAR (THOMPSON) ~ AXL£ /:, CMF □ OTF /:, CRF 8 CRSO n 0 " ~ L.D D ~ X -7 L_ Wattier Surveying, Inc. Professional Land Surveyors 4318 Downtowner Loop N., SUlte H Mobile, Alabama 36609 251-342-2640 LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET R.O.W. W W SS GAS FO FO TEL TEL RIGHT-OF-WAY CENTERLINE CENTERLINE PROPOSED PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLEGUY EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FIBER OPTIC CABLE LINE EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB T G EXIST. POWER POLE EXIST. LIGHT POLE EXIST. ELECTRICAL BOX EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. GAS VALVE EXIST. GAS LINE MARKER EXIST. FIBER OPTIC CABLE BOX EXIST. FIBER OPTIC CABLE POST EXIST. TELEPHONE BOX EXIST. STORM SEWER MANHOLE EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTYCONCRETE (BROOM FINISH) PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH) W EXIST. PROPERTY LINE PROPOSED PERVIOUS CONCRETE TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP C E LP LP 5 S P A C E S 7 S P A C E S 8 SPACES ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R MAIN ENTRANCE DELIVERY DOORS DU M P S T E R E N C L O S U R E REQD., BOLLARDS (COORD W/ ARCH PLANS) 7 S P A C E S F.F.E. 118.35 (C O O R D W / A R C H P L A N S ) RE Q D . , 4 " P A I N T E D B L U E S T R I P I N G REQD., 12" PAINTED BLUE STRIPING RE Q D . , 4 " P A I N T E D W H I T E S T R I P I N G REQD., 24" CURB & GUTTER REQD., 2' WIDE THERMOPLASTIC YELLOW STRIPING RE Q D . , 5 ' W I D E C O N C R E T E S I D E W A L K RE Q D . , 2 ' W I D E P A I N T E D W H I T E S T R I P I N G RE Q D . , 6 ' H / C R A M P W / A D A S U R F A C E REQD., CONCRETE WHEEL STOPS REQD., 24" WHITE THERMOPLASTIC STOP BAR 36" R1-1 "STOP" SIGN REQD., ADA PARKING SIGNS ON BUILDING RE Q D . , 6 " W I D E P A I N T E D W H I T E S T R I P I N G REQD., 6" WIDE THERMOPLASTIC YELLOW STRIPING REQD., ADA SURFACE REQD., 6' H/C RAMP REQD., 6' H/C RAMP W/ ADA SURFACE REQD., 6' WIDE FLUSH SIDEWALK REQD., 6" MONOLITHIC CURB & 6' CONCRETE SIDEWALK REQD., (2 EA) 6' H/C RAMP W/ ADA SURFACE REQD., 6' H/C RAMP W/ ADA SURFACE REQD., 6' H/C RAMP W/ ADA SURFACE REQD., CONNECT TO EXISTING SIDEWALK REQD., CONNECT TO EXISTING SIDEWALK REQD., 4" PAINTED WHITE STRIPING REQD., 6" CURB REQD., 2' WIDE THERMOPLASTIC YELLOW STRIPING REQD., 6" WIDE THERMOPLASTIC YELLOW STRIPING REQD., 24" WHITE THERMOPLASTIC STOP BAR 36" R1-1 "STOP" SIGN TPTPTPTP TP TP TP TP TP TP TP TP TP TP REQD., LOADING SPACE ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 2020 20 SI T E P L A N JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L PARKING STRIPING NOTE: PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKING STRIPES ON ASPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. 1" = 20' SITE DATA TABLE STATE OF ALABAMA COUNTY OF BALDWIN CITY OF FAIRHOPE LOT 9 PLANTERS POINTE SUBDIVISION TAX PARCEL ID:05-46-02-03-0-000-004.245 PARCEL SIZE:APPROX. 1.09 ACRES (±47,498 SF) EXISTING ZONING:B-2 GENERAL BUSINESS DISTRICT BUILDING SETBACKS: FRONT:50' SIDE:10' REAR:20' LANDSCAPE BUFFERS: FRONT:20' GREENSPACE BUFFER SIDE:0' REAR:0' PARKING STANDARDS: REQUIRED: VEHICLE PARKING: 0-400 SF = 4 SPACES + 400-5000 SF = 1 SPACE/400 SF + OVER 5000 = 1 SPACE/200 SF 400 SF GFA = 4 SPACES + 4600 SF / 400 SF = 11.5 SPACES + 1889 SF / 200 SF = 9.5 SPACES = 25 TOTAL SPACES *NO USE SHALL PROVIDE MORE THAN 20% MORE THAN THE PARKING REQUIRED BY TABLE 4-3* 25 * 1.2 = 30 SPACES (27 SPACES PROVIDED) *COMPACT SPACES SHALL BE A MINIMUM OF 30% OF THE REQUIRED SPACES AND NO MORE THAN A MAXIMUM OF 40% OF THE REQUIRED SPACES* 25 * 0.30 = 7.5 SPACES (8 COMPACT SPACES PROVIDED) VEHICLE PARKING PROVIDED:27 SPACES (INC. 2 H/C AND 8 COMPACT SPACES) BUILDING HEIGHT & AREAS: BUILDING HEIGHT:20' GROSS FLOOR AREA:6,889 SF BUILDING COVERAGE:6,889 SF ≈ 14.5% OF SITE IMPERVIOUS:22,848 SF ≈ 48% OF SITE (EXCLUDING BUILDING & INC. MULTI-USE PATH) GREENSPACE:24,650 SF ≈ 52% OF SITE C2 3317.83 Max 90° HorizMax 10° Vert 3 23.5 4 25.5 2.5312.5 WB-40 - Intermediate Semi-TrailerOverall Length 45.500ftOverall Width 8.000ftOverall Body Height 12.052ftMin Body Ground Clearance 1.334ftTrack Width 8.000ftLock-to-lock time 4.00sMax Steering Angle (Virtual) 20.40° PROPOSED JOINT LAYOUT: NOTES TO CONTRACTOR: 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER. 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. PROPOSED CONTRACTION/SAWCUT JOINT PROPOSED EXPANSION JOINT / ~ I I I I I I I I I I I I / U:o) / I LOT9 LOTB PROPOSED STORMWATER MANAGEMENT AREA e 11 I I I I I I I I I 11 I I I ::::~ I I I I 1~~111 I I I I SPEED LIMIT 25 ROCKWELL BLVD SPEED LIMIT 55 AL-181 I s·I I D&UE I I I 10 0· HCS ~==r==r=====;;;~ I~~~~~ ~ AXL£ I:, CMF □ OTF I:, CRF 8 CRSO n 0 ,;;, u ~ ~ D D D LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET R.O.W. W W SS GAS FO FO TEL TEL RIGHT-OF-WAY CENTERLINE CENTERLINE PROPOSED PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLEGUY EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FIBER OPTIC CABLE LINE EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB T G EXIST. POWER POLE EXIST. LIGHT POLE EXIST. ELECTRICAL BOX EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. GAS VALVE EXIST. GAS LINE MARKER EXIST. FIBER OPTIC CABLE BOX EXIST. FIBER OPTIC CABLE POST EXIST. TELEPHONE BOX EXIST. STORM SEWER MANHOLE EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTYCONCRETE (BROOM FINISH) PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH) W EXIST. PROPERTY LINE PROPOSED PERVIOUS CONCRETE TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP C E LP G G G G G LP 5 S P A C E S 7 S P A C E S 8 SPACES ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R 7 S P A C E S F.F.E. 118.35 REQD., 8"x4" SADDLE-WYE INV: 105.64 (+/-) REQD., 3/4" DOMESTIC WATER METER W/ B.F.P. (COORD W/ LOCAL UTILITY) RE Q D . , C O N T R A C T O R T O S T U B O U T UT I L I T I E S T O W I T H I N 5 ' O F B L D G (C O O R D W / M E P ) RE Q D . , T W O - W A Y C . O . IN V : 1 1 3 . 8 5 RE Q D . , 2 4 L F 4 " S D R 2 6 P V C @ 4 . 0 0 % M A X . REQD., APPROX. 41LF 1" PVC DOMESTIC SERVICE REQD., IRRIGATION METER W/ B.F.P. (SEE IRRIGATION PLANS FOR SIZE & COORD W/ LOCAL UTILITY) REQD., 10"x1" STAINLESS STEEL DBL STRAP SADDLE W/ VALVE (COORD W/ LOCAL UTILITY) UG E UG E UG E UG E UG E UGE UG E UG E UG E UG E UG E UG E UGE UGE UGE UGE PROPOSED APPROX. 175LF PRIMARY CONDUIT (BY OTHERS - SHOWN FOR SCHEMATIC PURPOSES ONLY. COORD W/ LOCAL UTILITY FOR FINAL ROUTING) PROPOSED APPROX. 252LF PRIMARY CONDUIT (BY OTHERS - SHOWN FOR SCHEMATIC PURPOSES ONLY. COORD W/ LOCAL UTILITY FOR FINAL ROUTING) UGEUGE UGE UG E PROPOSED PAD MOUNTED TRANSFORMER LOCATION & APPROX. 46LF UNDERGROUND SECONDARY SERVICE (BY OTHERS - SHOWN FOR SCHEMATIC PURPOSES ONLY. COORD W/ LOCAL UTILITY FOR FINAL ROUTING) TPTPTPTP TP TP TP TP TP TP TP TP TP TP REQD., SEWER LATERAL STACK (COORD. W/ LOCAL UTILITY - SEE DETAIL ON C8) GE O M E T R I C L A Y O U T & U T I L I T Y P L A N JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L DIMENSION NOTE: DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. UTILITY NOTE: CONTRACTOR TO STUB OUT UTILITIES TO WITHIN 5' OF BUILDING. COORDINATE WITH PLUMBING PLANS FOR CONNECTION. PROPOSED JOINT LAYOUT: NOTES TO CONTRACTOR: 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER. 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. PROPOSED CONTRACTION/SAWCUT JOINT PROPOSED EXPANSION JOINT ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 2020 20 1" = 20' C3 SURVEY PROVIDED BY: UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED UTILITIES "LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL) OR BY CONTACTING LOCAL UTILITY COMPANIES WATER/SEWER/GAS: FAIRHOPE PUBLIC UTILITIES 555 S SECTION ST, FAIRHOPE, AL 36532 DARYL MOREFIELD (WATER & SEWER) daryl.morefield@fairhopeal.gov WES BOYETT (GAS) wes.boyett@fairhopeal.gov (251) 928-2136 ELECTRICAL: RIVIERA UTILITIES 413 E LAUREL AVE, FOLEY, AL 36535 WES ABRAMS wabrams@rivierautilities.com (251) 943-5001 TELEPHONE: AT&T ALABAMA 2155 OLD SHELL RD, MOBILE, AL 36607 WADE MITCHELL wm0395@att.com (251) 680-7402 EXISTING UTILITIES INDICATED ON THESE PLANS ARE BASED ON AVAILABLE INFORMATION. CONTRACTOR IS REQUIRED TO VERIFY LOCATION, BURY DEPTH, SIZE AND MATERIAL TYPE PRIOR TO ANY UTILITY IMPROVEMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES THAT ARE FOUND. EXISTING UTILITIES DISCLAIMER: EX., SS#14 RIM-118.26 INV(S)-111.86 EX., SS#1 RIM-118.41 INV(N)-111.00 INV(S)~110.85 EX.,SS#1&--+~~ RIM=119.42 INV(N)-106.08 INV(S)-106.18 .........-..... ,.,.,....,.._,,_~,,_,.,.,.._,.,,, ,¼ J, I ·"' : If!! I tJ I ~I ;,, /Ooi I •-1 • I EX.,SS#1 7 RIM-114.28 INV(N)-104.64 INV(S)~ 1 04.59 LOT9 83' LOTB PROPOSED STORMWATER MANAGEMENT AREA "U) ·"' io j U) y, io :J 1--~ io ------------===+--- X.,SD#5 "S" INLET RIM-116.22 INV(N) 22"x13"RCAP-111.38 INV(S) 18"RCP-111.12 X.,SD#6 "s" INLET RIM-116.12 INV(N) 1 S"RCP-111.57 "'"-I Cl::) "'"-I >-< ~ ""' ~ ~ ~ ~ :::: 0::: ~ ~ ~ V} 100' HCS POINT T1 T2 T3 T4 T5 TB CONTROL POINT DATA NORTHING EASTING ELEVATION DESCRIPTION 199,788.74 1,857,271.88 119.79 RED CAPPED REBAR (WATTIER) 199,445.19 1,857,296.13 117.85 RED CAPPED REBAR (WATTIEA) 199,594.90 1,857,542.46 114.44 RED CAPPED REBAR (WATTIER) 199,880.11 1,857,548.59 116.22 RED CAPPED REBAR (WATTIER) 200,078.41 1,857,554.77 113.65 RED CAPPED REBAR (WATTIER) 199,899.08 1,857,339.64 118.28 RED CAPPED REBAR (WATTIER) PROPERTY CORNER DATA POINT NORTHING EASTING DESCRIPTION BR701 199,649.64 1,857,298.28 CAPPED REBAR (THOMPSON) BR702 199,464.90 1,857,298.28 CAPPED REBAR (THOMPSON) BR703 199,463.43 1,857,533.83 CAPPED REBAR (THOMPSON) BR704 199,648.76 1,857,534.67 CAPPED REBAR (THOMPSON) T701 199,819.61 1,857,352.34 CAPPED REBAR (THOMPSON) T702 199,963.07 1,857,505.88 CAPPED REBAR (DEWBERRY) T703 199,977.79 1,857,496.14 CAPPED REBAR (THOMPSON) T704 199,964.30 1,857,399.87 CAPPED REBAR (THOMPSON) T705 199,963.04 1,857,428.04 CAPPED REBAR REF. (DEWBERRY) T706 199,881.08 1,857,445.96 CAPPED REBAR (THOMPSON) T707 199,881.04 1,857,535.73 5/ff" REBAR T708 199,917.84 1,857,536.30 NAIL & DISK (CA1007LS ALDOT) T709 199,847.13 1,857,376.51 CAPPED REBAR (THOMPSON) T710 199,688.13 1,857,298.27 CAPPED REBAR (THOMPSON) ~ AXL£ /:, CMF □ OTF /:, CRF 8 CRSO n 0 ,;;, u LJ ' . D D D Wattier Surveying, Inc. Professional Land Surveyors 4318 Downtowner Loop N., SUlte H Mobile, Alabama 36609 251-342-2640 LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET 160.50 T.O.C. 160.00 R.O.W. W W SS GAS FO FO TEL TEL RIGHT-OF-WAY CENTERLINE CENTERLINE PROPOSED PROPERTY LINE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLEGUY EXIST. WATER LINE EXIST. SANITARY SEWER LINE EXIST. GAS LINE EXIST. UNDER GROUND CABLE LINE EXIST. FIBER OPTIC CABLE LINE EXIST. TELEPHONE LINE EXIST. FENCE LINE EXIST. PIPE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB T G EXIST. POWER POLE EXIST. LIGHT POLE EXIST. ELECTRICAL BOX EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. GAS VALVE EXIST. GAS LINE MARKER EXIST. FIBER OPTIC CABLE BOX EXIST. FIBER OPTIC CABLE POST EXIST. TELEPHONE BOX EXIST. STORM SEWER MANHOLE EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL PROPOSED LIGHT DUTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTYCONCRETE (BROOM FINISH) PROPOSED HEAVY DUTYCONCRETE (BROOM FINISH) EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR EXIST. GRADE SPOT ELEVATION PROPOSED 1 FOOT CONTOUR PROPOSED 5 FOOT CONTOUR160 FINISHED GRADE ELEVATION (TOP OF CURB) FINISHED GRADE ELEVATION DRAINAGE DIRECTION PROPOSED RIP RAP W/ FILTER BLANKET W EXIST. PROPERTY LINE PROPOSED PERVIOUS CONCRETE 159 TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP C E LP G G G G G LP POND BOTTOM : 113.50 ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R 118.00 T.O.C. 117.50 118.25 118.35 118.20 118.20 118.15 118.20 T.O.C. 117.70 118.60 T.O.C. 118.10 118.20 117.00 11 7 . 2 0 T . O . C . 11 6 . 7 0 118.10 T.O.C. 117.6011 8 . 1 5 T . O . C . 11 7 . 6 5 117.15 117.95 118.10 T.O.C. 117.60 117.50 T.O.C. 117.00 117.50 T.O.C. 117.00 117.80 117.70 118.20 T.O.C. 117.70 11 8 . 2 0 T . O . C . 11 7 . 7 0 118.50 T.O.C. 118.00 117.50 T.O.C. 117.00 117.55 T.O.C. 117.05 117.85 T.O.C. 117.35 118.35 118.20 118.35 118.20 118.25 118.10 119.35 118.90 T.O.C. 118.40 118.00 T.O.C. 117.50 118.35 T.O.C. 117.85 11 7 . 8 5 11 7 . 8 5 11 7 . 8 5 117.25 116.80 116.55 11 7 . 0 0 T . O . C . 11 6 . 5 0 11 7 . 4 0 T . O . C . 11 6 . 9 0 116.70 T.O.C. 116.20116.70 T.O.C. 116.20 11 7 . 0 0 T . O . C . 11 6 . 5 0 11 7 . 1 5 T . O . C . 11 6 . 6 5 11 7 . 5 0 T . O . C . 11 7 . 0 0 11 8 . 0 0 T . O . C . 11 7 . 5 0 117.05 117.50 T.O.C. 117.00 117 . 0 0 T . O . C . 116 . 5 0 117.40 T.O.C. 116.90 117.90 T.O.C. 117.40 117.95 T.O.C. 117.45 117.90 T.O.C. 117.40 117.25 117.35 116.85 119.30 T.O.C. 118.80 118.75 OS-1 REQD., 24" DOME GRATE RIM ELEV = 115.00 (N)15" RCP INV (OUT): 111.84 REQD., 24LF 15" RCP @ 1.00% BUBBLE UP STRUCTURE REQD., 4'x4' WEIR INLET RIM ELEV = 114.50 (S)22" RCAP INV (IN): 111.84 SI-1 REQD., NEENAH CURB INLET RIM ELEV = 116.50 (W)22" RCAP INV (IN): 112.60 (N)22" RCAP INV (OUT): 112.60 REQD., 151LF 22" x 14" RCAP @ 0.50% SI-2 REQD., NEENAH CURB INLET RIM ELEV = 117.05 (E)22" RCAP INV (OUT): 113.00 REQD., 81LF 22" x 14" RCAP @ 0.50% END-2 REQD., 8" 3:1 END TREATMENT INV. 114.00 11 6 11 6 . 5 11 7 116 116.5 117 118 117 118 11 8 11 7 118 116 115 116 115 113.5 114 115 117 117 117 117 117 117 F.F.E. 118.35 REQD., CONNECT 15" RCP TO EX. SD#6 VIA CORE DRILL (S)15" RCP INV (IN): 111.84 REQD., 24" SAND FILTER REQD., 24" SAND FILTER REQD., 61LF 8" UNDERDRAIN @ 0.50% REQD., 86LF 8" UNDERDRAIN @ 0.50% REQD., 24" SAND FILTER 11 6 . 5 0 11 6 . 2 5 TPTPTPTP TP TP TP TP TP TP TP TP TP TP 116.25 T.O.B. GR A D I N G & D R A I N A G E P L A N JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L SURVEY PROVIDED BY: ( IN FEET ) 0 1 inch = ft. GRAPHIC SCALE 2020 20 1" = 20' C4 NOTES TO CONTRACTOR: 1. EVERY EFFORT HAS BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE AGREEMENT BETWEEN THE BUILDING FOOT PRINT SHOWN IN THESE PLANS AND THE ARCHITECTS BUILDING FOOTPRINT AND FOUNDATION PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. THE CONTRACTOR SHALL PROTECT AND MAINTAIN ANY EXISTING SLOPES AND INFRASTRUCTURES ON THE SITE ( I.E. PONDS, INLETS, ETC.). 3. CONTRACTOR TO VIDEO ALL EXISTING SEWER AND DRAIN LINES TO ENSURE THEY ARE CLEAR AND IN PROPER WORKING ORDER. PROVIDE VIDEO TO THE OWNER. 4. AFTER THE STORM DRAIN SYSTEM IS COMPLETED THE CONTRACTOR SHALL VIDEO THE SYSTEM AND SUBMIT VIDEO TO THE OWNER FOR REVIEW. 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF THE PROJECT. 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. DRAINAGE INLET NOTE: FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE GUTTER FLOW LINE ELEVATION. AS BUILT/RECORD DRAWINGS: 1. CONTRACTOR SHALL PROVIDE ENGNEER OF RECORD TWO SIGNED AND SEALED COPIES OF AS-BUILT DRAWINGS OF ALL FINISHED IMPROVEMENTS. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS OF ALL FINISHED IMPROVEMENTS IN PDF AND DWG FORMAT. 2. AS-BUILT DRAWINGS TO BE PERFORMED AND CERTIFIED BY A ALABAMA LICENSED PROFESSIONAL LAND SURVEYOR. 3. AS-BUILT DRAWINGS SHALL BE SUBMITTED AFTER COMPLETION OF ALL IMPROVEMENTS AND PRIOR TO FINAL INSPECTION. 4. AS BUILT DRAWINGS SHALL INCLUDE, BUT NOT BE LIMITED TO: A. DETAIL OF THE POND CONTROL STRUCTURE INCLUDING STRUCTURE TYPE, STRUCTURE SIZE, INVERT OF ALL PIPES, ORIFICES, WEIRS AND THE INVERT CONNECTIONS AT OFF-SITE CONVEYANCE SYSTEMS, GRATES AND SKIMMERS. B. POND CONSTRUCTION DETAILS SHOWING THE POND TOPOGRAPHY, TOP OF THE POND BERM/WALL AND POND BOTTOM ELEVATIONS AND THE LOCATION OF SAND FILTERS. C. SHOW ENTIRE STORM WATER CONVEYANCE SYSTEM INCLUDING THE SIZE TYPE AND INVERT OF ALL PIPES, CHANNELS, ROOF DRAIN SYSTEMS, STRUCTURES, CURBING AND SPOT SHOT ELEVATIONS IN VEHICLE USE AREAS. DRAINAGE STRUCTURES SHALL INCLUDE "X" AND "Y" COORDINATES. D.SHOW ALL TRAFFIC CONTROL DEVICES INCLUDING SIGNS, SIGNALS, PARKING STRIPING AND PAVEMENT MARKINGS. E. DELINEATE CONSERVATION AND DRAINAGE EASEMENT BOUNDARIES AND LABEL WITH THE "OR" BOOK AND PAGE NUMBER.Ð F. ANY ADDITIONAL ITEMS REQUIRED BY PERMITTING JURISDICTION. FOUNDATION FOOTING NOTE: CONTRACTOR TO REVIEW SPOT ELEVATIONS IMMEDIATELY SURROUNDING BUILDING AT THE TIME OF FOOTING PREPARATION. CONTRACTOR TO ENSURE STRUCTURAL DETAILS MATCH CIVIL DESIGN AND ACCOUNT FOR ELEVATIONS TO ENSURE NO CONFLICT WITH FOOTING DEPTHS. CONTRACTOR TO INFORM ENGINEERS AND OWNER OF ANY DISCREPANCIES IMMEDIATELY UPON DISCOVERY AND ENSURE RESOLUTION BEFORE SCHEDULING FOOTINGS TO BE POURED. EX., SS#14 RIM-118.26 INV(S)-111.86 1J7,73X EX., SS#1 RIM-118.41 INV(N)-111.00 INV(S)~110.85 ' EX.,SS#1 &----ll-,--- RIM=119.42 INV(N)-106.08 INV(S)-106.18 XIJ>_S3 EX.,SS#1 7 RIM-114.28 INV(N)-104.64 INV(S)~ 1 04.59 «5··.•········/•" LOT9 LOTB x,,.,.J> x111.~ x,,.,,.,., o._ 1 -0: I : I XIJo.r, ii' I I x,,~~ :~\ It ' • X I I d I I ·x,,f I •/9 X//1t',> / -----------===+---- X.,SD#5 "S" INLET RIM-116.22 INV(N) 22"x13"RCAP-111.38 INV(S) 18"RCP-111.12 POINT T1 T2 T3 T4 T5 TB ci3 ""-i >-< ~ ""' ~ ~ ~ ~ :::: 0::: ~ ~ ~ V} HCS CONTROL POINT NORll,ING EASTING ELEVATION 199,788.74 1,857,271.88 119.79 199,445.19 1,857,296.13 117.85 199,594.90 1,857,542.46 114.44 199,880.11 1,857,548.59 116.22 200,078.41 1,857,554.77 113.65 199,899.08 1,857,339.64 118.28 DATA DESCRIPTION RED CAPPED REBAR (WATTIER) RED CAPPED REBAR (WATTIEA) RED CAPPED REBAR (WATTIER) RED CAPPED REBAR (WATTIER) RED CAPPED REBAR (WATTIER) RED CAPPED REBAR (WATTIER) ~ AXL£ /:, CMF □ OTF /:, CRF 8 CRSO n 0 ,;;, " - Wattier Surveying, Inc. Professional Land Surveyors 4318 Downtowner Loop N., SUlte H Mobile, Alabama 36609 251-342-2640 CI V I L C O N S T R U C T I O N N O T E S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L PROJECT NOTES: N/A C5 1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL AND FEDERAL LAWS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL OF THESE LAWS AND REGULATIONS HAVE BEEN MET. 2. THE CONTRACTOR SHALL NOTIFY JADE CONSULTING'S RESPECTIVE TESTING COMPANY AND ANY LOCAL JURISDICTIONAL INSPECTOR FOR APPROVAL 48 HOURS BEFORE THE BEGINNING OF ANY SUBSEQUENT PHASE OF CONSTRUCTION. 3. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE ENGINEER OF ANY DISCREPANCIES OR ERRORS DISCOVERED IN THE PLANS. 4. THE CONTRACTOR IS REQUIRED TO COORDINATE WITH THE ONE-CALL LINE LOCATE CENTER FOR THE MARKING OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL RENEW CONFORMATION NUMBERS AS OFTEN AS REQUIRED DURING THE DURATION OF THE PROJECT. THE CURRENT CONFIRMATION NUMBER SHALL BE ON PROJECT SITES AT ALL TIMES. 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE LOCATION OF ANY AND ALL EXISTING UNDERGROUND UTILITIES AND TO TAKE WHATEVER STEPS ARE NECESSARY TO PROVIDE FOR THEIR PROTECTION. THE ENGINEER HAS DILIGENTLY ATTEMPTED TO LOCATE AND INDICATE ALL EXISTING FACILITIES ON THESE PLANS. HOWEVER, THIS INFORMATION IS SHOWN FOR THE CONTRACTORS CONVENIENCE ONLY. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE LOCATION OF UTILITIES SHOWN OR NOT SHOWN. THE CONTRACTOR IS TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. ANY AND ALL DAMAGE MADE TO UTILITIES BY THE CONTRACTOR SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AND REPLACE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING INFRASTRUCTURE. 7. ALL WATER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBLIC UTILITIES. 8. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBLIC UTILITIES. 9. ALL MANHOLES WITHIN THE 100 YEAR FLOOD PLAIN SHALL BE CONSTRUCTED THREE (3) FEET ABOVE GRADE. 10. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY MEASURES TO ENSURE THAT THE PROJECT IS OSHA COMPLIANT. 11. THE CONTRACTOR SHALL EXPLORE EXISTING STRUCTURES, UTILITIES AND PIPING SO THAT ANY REQUIRED ADJUSTMENT MAY BE MADE. 12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTIVITIES SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. 13. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION AND INVERTS OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY WORK ITEM. THE PROJECT ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 14. CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH ALL RESPECTIVE UTILITY PROVIDERS AND AUTHORITIES. PROPER NOTICE SHALL BE GIVEN PRIOR TO ANY WORK STARTING. 15. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BEDDING AND HAUNCHING FOR ALL IMPROVEMENTS. 16. CONTRACTOR SHALL REPLACE ANY FAULTY OR IMPROPERLY INSTALLED IMPROVEMENTS AT THEIR EXPENSE. 17. THE CONTRACTOR SHALL EMPLOY A LAND SURVEYOR REGISTERED IN THE STATE OF ALABAMA TO RESET ANY PROPERTY MARKERS DAMAGED DURING CONSTRUCTION AT THEIR EXPENSE. 18. ALL PRESSURE PIPE FITTINGS, WATER AND SEWER SHALL BE DUCTILE IRON. 19. CONTRACTOR SHALL NOT DEVIATE FROM PLANS WITHOUT PROPER CONSENT. 20. NO SEPARATE PAY ITEM FOR REMOVAL OF ASPHALT, CONCRETE, PIPE, INLETS, ETC. WORK TO BE CONSIDERED A SUBSIDIARY ITEM OF CLEARING AND GRUBBING. 21. CONTRACTOR SHALL STRICTLY FOLLOW THE LOCAL AUTHORITIES AND/OR GEOTECHNICAL REPORTS FOR ALL GRADING, BACKFILLING, AND PAVING REQUIREMENTS. ALL RESPECTIVE TASKS SHALL BE APPROVED BY RESPONSIBLE INSPECTOR PRIOR TO ACCEPTANCE. 22. THE CONTRACTOR WILL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS. THIS MAY INCLUDE, BUT NOT BE LIMITED TO, REPLACEMENT OR RECONSTRUCTION OF EXISTING DRAINAGE STRUCTURES THAT HAVE BEEN DAMAGED, REMOVED OR REGRADED AS REQUIRED BY THE ENGINEER. 23. ALL GRAVITY PIPES SHALL BE LAID ON SMOOTH CONTINUOUS GRADES WITH NO DETECTABLE BENDS AT JOINTS. 24. ALL STORM DRAINAGE INLET STRUCTURES SHALL HAVE A NEENAH CAST IRON FRAME AND COVER, OR APPROVED EQUAL, FOR ACCESS. 25. SOIL TESTING AND ON-SITE INSPECTION SHALL BE PERFORMED BY AN INDEPENDENT GEOTECHNICAL ENGINEER. THE SOILS ENGINEER SHALL PROVIDE COPIES OF TEST REPORTS TO THE CONTRACTOR, THE OWNER AND THE OWNER'S REPRESENTATIVE AND SHALL PROMPTLY NOTIFY THE OWNER, HIS REPRESENTATIVE AND THE CONTRACTOR SHOULD WORK PERFORMED BY THE CONTRACTOR FAIL TO MEET THESE SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ADEQUATE NOTICE TO SOILS ENGINEER FOR THE REQUIRED TESTING OF THE PROJECT. 26. THE CONTRACTOR SHALL PROVIDE ANY EXCAVATION AND MATERIAL SAMPLES NECESSARY TO CONDUCT REQUIRED SOIL TESTS. ALL ARRANGEMENTS AND SCHEDULING FOR THE TESTING SHALL BE THE CONTRACTORS RESPONSIBILITY. SITE NOTES: 1. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 2. ALL TRAFFIC PLANS SHALL BE COORDINATED WITH THE CITY OF FAIRHOPE PUBLIC WORKS DEPARTMENT AND ALDOT. 3. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS MAY BE NECESSARY AS PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, PART IV. THESE DEVICES SHALL BE PROVIDED AND MAINTAINED THROUGHOUT CONSTRUCTION. NO SEPARATE PAYMENT WILL BE MADE FOR TRAFFIC CONTROL REQUIREMENTS. 4. ALL TEMPORARY TRAFFIC CONTROL SHALL COMPLY WITH PART VI OF THE MUTCD LATEST EDITION. TRAFFIC CONTROL NOTES: 1. ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE "ALABAMA HANDBOOK FOR EROSION CONTROL AND STORMWATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS". 2. ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES SHALL BE IN PLACE AND INSPECTED PRIOR TO ANY LAND DISTURBING ACTIVITY. 3. ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE LEFT UNATTENDED FOR 13 DAYS. 4. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR. 5. CONSTRUCTION ENTRANCE/EXIT PADS SHALL BE INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT. (NO DIRECT PAYMENT) 6. THE APPROVED BEST MANAGEMENT PRACTICES PLAN SHALL BE PRESENT ON THE SITE WHENEVER LAND DISTURBING ACTIVITY HAS BEGUN. 7. SILT FENCE AND/OR EROSION CONTROL NETTING SHALL BE PLACED ALONG THE DOWNSTREAM SIDE OF ALL PROPOSED FILL CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. 9. WHEN REQUIRED CONTRACTOR SHALL INSPECT EROSION CONTROL MEASURES AT THE END OF EACH WORKING DAY AND RAIN EVENT TO ENSURE MEASURES ARE FUNCTIONING PROPERLY. CONTRACTOR SHALL PROPERLY MAINTAIN ALL BMP'S IN ACCORDANCE WITH THE "HANDBOOK". 10. CONTRACTOR SHALL IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED OR IMPROPERLY FUNCTIONING BMP. 11. ANY SILT IN THE DETENTION POND SHALL BE REMOVED AS DIRECTED BY THE PROJECT ENGINEER OR LOCAL AUTHORITY. THE DETENTION POND SHALL ALSO BE REGRADED TO FINAL DESIGN PRIOR TO FINAL ACCEPTANCE OF PROJECT. THERE IS NO DIRECT PAYMENT FOR THIS ACTIVITY. 12. ALL DISTURBED AREAS MUST BE PERMANENTLY STABILIZED IN ACCORDANCE WITH THE HANDBOOK PRIOR TO FINAL ACCEPTANCE. 13. CONTRACTOR SHALL ROUTINELY CLEAN OUT ANY SILT ACCUMULATION FROM THE PROJECTS DRAINAGE STRUCTURES AS REQUIRED BY PROJECT ENGINEER AND/OR LOCAL AUTHORITY. 14. CONTRACTOR IS SOLELY RESPONSIBLE FOR SEDIMENT CONTROL AND STORMWATER MANAGEMENT FOR PROJECT. CONTRACTOR SHALL NOTIFY PROJECT ENGINEER IMMEDIATELY OF ANY FAILING BMP. SEDIMENT CONTROL & STORMWATER MANAGEMENT NOTES: PARKING STRIPING NOTE: PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKING STRIPES ON ASPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. PHASE ONE ·INSTALL CONSTRUCTION ENTRANCE/EXIT ·CLEAR AREA REQUIRED FOR SILT FENCE PLACEMENT ·INSTALL SILT FENCE (SBA) PHASE TWO ·CONSTRUCT AND STABILIZE WATER QUALITY PONDS/SEDIMENT BASINS ·INLET AND OUTLET PROTECTION TO BE INSTALLED PHASE THREE ·DEMOLITION AND REMOVAL OF DEMO DEBRIS ·CLEAR/GRUB REMAINING SITE AREAS PHASE FOUR ·INSTALL STORM DRAINAGE MEASURES ·GRADE SITE TO ROUGH GRADES PHASE FIVE ·CONSTRUCT UTILITIES (WATER, SEWER) ·BUILDING CONSTRUCTION BEGINS PHASE SIX ·CONSTRUCT ROADS (PAVING, CURB AND GUTTER, SIDEWALKS) ·BUILDING CONSTRUCTION CONTINUES PHASE SEVEN ·BUILDING CONSTRUCTION COMPLETED ·CONVERT SEDIMENT BASINS TO PERMANENT FUNCTION BIO-RETENTION PONDS BY REMOVING CAPTURED SEDIMENT AND REPLACING THE TOP 6" OF FILTER MEDIA INSTALLED IN PHASE TWO WITH CLEAN 6" FILTER MIX OF 50% COMPOST/50% SAND ·STABILIZE DISTURBED AREAS WITH SOLID SOD ·INSTALL PERMANENT LANDSCAPING PHASE EIGHT ·REMOVE BMP MEASURES PHASE NINE ·REMOVE SILT FENCE ·PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION CONSTRUCTION PHASE SEQUENCE: ADVANCE AUTO NOTES: NOTES: 1. BELOW EXCERPT IS FROM ADVANCE AUTO PARTS Q2-23 83x83 PLANS AS REQUESTED BY TENANT. THEY ARE NOT SITE SPECIFIC. 2. THIS EXCERPT IS NOT TO SCALE ON THIS CIVIL PLANSET. 3. CONTRACTOR TO COORDINATE WITH TENANT IF NEEDING ANY CLARIFICATION AND NOTIFY PROJECT ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. NO-E, FOR EX IST ING STORE S B0_LARDS A RE TO 5 = iNS-A L =:D IN Frc;:O'\ T C:·r 4 _L GLA:'£) A~E 4S J.IT-P ARK ING II'\ F~ON-OF 1-!~- 1~ 2 -\ EN~LRC ED PL AN \ Cl J SC A_E NTS A STEEL FIFE EMBEDDED IN 1'-6 " 0 CONCRETE FOOTING. / I ~~~CEJ~l~;;~G R~T~i;t / CONC~ETE N COi'\!TI NJOUS ::i4 "xb 0 ' :::L!::A~ / TR FNC !-! AND RfP .,./4Cf /1 J=PRO,1.c µ AREA !;,'-6" / CONC"2E TE Tel _ I Kc ,EW ,/ CON D ITIOf\!_ □ F;';f;; 'Fl_, P~::TF'::- :,'-6 " SIDEWALK-----+ • 4'-6" I-IOLD t-ED<:iE OF FIFE TO ft 6 UILD ING CLE1RA_N_C_E_,--t-~-, I EXTERIOR • FOR EXISTING STORES, PREFERRED CLEARANCE BETWEEN BUILDING AND BOLLARDS EDGE 15 4 '-b ". MINIMUM CLEARANCE 51-!0ULD BE NO LESS TI-IAN 3 '·/Z>" CLEAR / EDGE OF BUILDING SAUCUT CONTROL JOINT AT EACI-I BOLLARD STEEL PIPE EMBEDDED IN CONCRETE FOOTING. 4'-~" PLAN DETAIL A -A PRCVIDE TOOLED GROOVE 6 " FROM EDGE OF CONCRETE WALK- EDGE OF CONCRETE SIDEWALK PRCVIDE A 1/2 " EXPANSION JOINT FROM EACI-I PIPE TO EDGE OF CONCRETE SIDEWALK 1'-6 " 0 BOLLARD FOOTING BELOW PROVIDE A 1/2 " EXPANSION JOINT FI LLER AT EACI-I BOLLARD BASE TI-IICKENED CONCRETE WALK EDGE 6" 5CI-IEDULE l<Z> STEEL PIPE BOLLARD FI LLED Wi CONCRETE. REFER TO PLANS FOR LOCATION PROVIDE BOLLARD SLEEVE MANUFACTURED BY INNOPLA5T (W0-516-9281 ! COLOR 51-!ALL BE MANUFR STANDARD 'RED' -TYP ICAL AT EACI-I STOREFRONT BOLLARD . EXTERIOR EDGE OF BUILD ING --------i~''?;;C;'~.;t= -➔ 4'-6" 1/2 " EXPANSION JOINT ANCI-IOR PARKING ~EEL STOPS _ / l '-b " FROM SIDEWALK • TYF. ,,,-~~~NT x-~ 4 " CONCRE TE SIDEWALK SLOPED AWAY FROM BUILDING WITI-I bXb l<Z>~<Z>WWF ON COMPACTED 5UBGRADE WITI-I CONTI NUOUS '4 REBARS AT TOP AND BOTTOM OF TI-I ICKENED EDGE. RUN TI-IICKENED EDGE SLAB TI-IROUG I-I EACI-I BOLLARD FOOTING. BTM/BOLL AF?D E L.• -3'-0 " BTM/ElOLL AF?D FTC:. EL .• -4 '-12"' :;·\ ST0~[1 F=:ONT BO ~L AR D !J ET A l~ I r'."")l_AI\I \,.~lj $C A_E NTS CI V I L C O N S T R U C T I O N D E T A I L S ( 1 ) JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L NTS C6 PARKING LOT PAVING ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY "GEOCON ENGINEERING & MATERIALS TESTING" DATED JULY 22, 2025. LIGHT - DUTY LIGHT - DUTY HEAVY - DUTYCONCRETE PAVING REFER TO GEOTECH REPORT FOR DETAILS ON ALL CONCRETE CONSTRUCTION AND EXPANSION JOINTS 8" CONCRETE PAVEMENT (4,000 PSI COMPRESSIVE STRENGTH) (550 PSI FLEXURAL STRENGTH) 24" COMPACTED STRUCTURAL FILL (TOP 6" COMPACTED TO 100% STANDARD DENSITY) 2" ALDOT SECTION 424A, BITUMINOUS WEARING SURFACE (220 LB/SY) 6" ALDOT SECTION 825 CRUSHED AGGREGATE BASE (100% STANDARD DENSITY) 24" COMPACTED STRUCTURAL FILL (TOP 6" COMPACTED TO 100% STANDARD DENSITY) HEAVY - DUTY 2" ALDOT SECTION 424A, BITUMINOUS WEARING SURFACE (220 LB/SY) 2" ALDOT SECTION 424B, BITUMINOUS BINDER (220 LB/SY) 6" ALDOT SECTION 825 CRUSHED AGGREGATE BASE (100% STANDARD DENSITY) 24" COMPACTED STRUCTURAL FILL (TOP 6" COMPACTED TO 100% STANDARD DENSITY) 5" CONCRETE PAVEMENT (4,000 PSI COMPRESSIVE STRENGTH) (550 PSI FLEXURAL STRENGTH) 24" COMPACTED STRUCTURAL FILL (TOP 6" COMPACTED TO 100% STANDARD DENSITY) CONCRETE CURB AND GUTTER NOTE: 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL. 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER. 3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. ADDITIONALLY EXPANSION JOINTS TO BE PROVIDED AT ALL CURB PC'S, PT'S, AND AROUND ALL STRUCTURES. 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. 5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL). PAVING ASPHALT NTS ALDOT SECTION 405 TACK COAT NTS PERVIOUS CONCRETE PAVINGSTOP SIGNTRAFFIC SIGN DETAIL NTS PIPE BOLLARD NTS ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY "GEOCON ENGINEERING & MATERIALS TESTING" DATED JULY 22, 2025. 1" BATTER PAVING NOTE: 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER 3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. NTS 6" CONCRETE CURB (OR APPROVED EQUAL) 4. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) 6" CONCRETE HEADER CURB (OR APPROVED EQUAL) NTS NOTE: 1. CURB TO BE PLACED BY SLIP FORM METHOD OR APPROVED EQUAL. 2. TRAVERSE JOINTS TO BE FORMED IN CONCRETE INTEGRAL CURB DIRECTLY OVER EACH TRAVERSE JOINT IN PAVING OR GUTTER. 3. CONTRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 4. GRADING AND SOD PLACEMENT SHALL BE INSTALLED TO ENSURE POSITIVE SURFACE WATER DRAINAGE OVER TOP OF CURB. 5. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) ELEVATION A-A RETURNED CURB RAMPS SECTION B-B ISOMETRIC VIEW Non-Walking Surface VALLEY GUTTER CURB 12:1 MAX. CONC. RAMP 4" Grass Planting or Other Non-Walking Surface Grass Planting or Other Match Existing if Existing Sidewalk 1. CONCRETE SIDEWALK CURB CUT RAMPS FOR PHYSICALLY HANDICAPPED NTS RAMPS ARE DESIGNED TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. 2' x 4' ADA COMPLIANT DETECTABLE WARNINGS SURFACE TACTILES 2' x 4' ADA COMPLIANT DETECTABLE WARNINGS SURFACE TACTILES 2' x 4' ADA COMPLIANT DETECTABLE WARNINGS SURFACE TACTILES CONCRETE SIDEWALK CONCRETE WALK SECTION TYPICAL CONCRETE WALK DETAILS NTS NTS NTS CONTRACTION JOINT EXPANSION JOINT TYPICAL SIDEWALK JOINT DETAILS PLAN NTS CONCRETE SIDEWALK JOINT DETAILS TONGUE AND GROOVE CONTRACTION CONCRETE PAVING JOINT DETAILS NTS EXPANSION JOINT CONTRACTION JOINT MONOLITHIC CURB AND SIDEWALK NTS SQUARE, 1 /s• THICK WALL, EXTRUDED ALUMINUM POST PAVIN s·x2·-e· CONCRETE MASS. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2" ABOVE LEVEL OF TURF /SOD. OR PAVING :::m111 1 I =111-I I, -tJ . . ' ~-~~ =---, PIE«)WJED~~---I ~l~LL~l\~~~~ L J (O~N'l'~EOI..W.) {OR APPROVED EQUAL) --J. -, (OR APPROVED EQUAL) PREMOULDED EXPANSION JOINT FUER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) NOTE:TOBEUSEOWHE~AOJACENTTOCURBOOCURBNIDOOTTER GREY FLEXIBLE SELF-LEVELING JOINT FILLER (DOW 890SL, CRAFCO ROADSAVER SILICONE OR APPROVED EQUAL) 40' o• {MAXIMUM) GREY FLEXIBLE SELF-LEVELING JOINT ' ' R {DOW 890SL, CRAFCO ROADS.A.I/ER ONE OR APPROVED EQUAL) PREMOULDED EXPANSION JOINT FILLER CONFORMING TO ASTM D1751 OR D1752 (OR APPROVED EQUAL) , ... ~-=: I ffiANSITION I DROP CURB r---------------, 1-1/2• R CURB THICK PERVIOUS CONCRETE PSI COMPRESSIVE STRENGTH) 1/4• TOOLED CONTRACTION JOINT SEE PLAN FOR WIDTH (MIN. 5' TYPICAL) BROOM FINISH --SLOPE 1 :60 OR AS INDICATED l_i ~ ~--· ·., / ~ "'.,:i _._ .... ~ 4" 1/2• R •• ..•..•• ,.~ ~~~~~~L ;~ ... • ... ~ ... ·.·•·j-/-.:~;.:-,~----."./<, ., ·:,_.,~--~ .:·-•··::-'·.,._•~·-·-- ~~~~ ·, ,. ')..:')y')-y)V')V'_),::''o,f • x<e~«~-~000~'<;, '>-' » / ' , 3000 PSI FIBER MESH CONCRETE "-(1-1/2 LBS. FIBER MESH PER CU. YD.) COMPACTED SUBGRADE NOTE: 1. MONOLITH WALK ANO CURB REQUIRED AT ALL LOCATIONS WHERE PROPOSED SIDEWALK ABUTS ASPHALT PAVEMENT UNLESS CURB OR CURB AND GUTTER IS USED. 2. SIDEWALK MUST BE 5• MINIIAUM THICKNESS AT DRIVEWAYS. CONCRETE SIDEWALK - -,--JL---..1!:::=='s,-+- Curb if Existing e• Vertical Curb in Transition SOLID SOD 6" I ffiANSITION I BACK OF ~DEWALK 1~4 J 1• DOv.EL BARS, a• LONG, 3' O.C., TO BE PLACED IMMEDIATELY AFTER FlNISHING CONCRElE PAVING NOTES: 24" 18" 2" R .. ] CI V I L C O N S T R U C T I O N D E T A I L S ( 2 ) JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L NTS C7 MONOLITHIC CURB AND SIDEWALK NTS NTS DRAIN BASIN DETAIL W/ DOME GRATE LID AND FRAME MUST BE SUPPORTED BY CAST-IN-PLACE CIRCULAR REINFORCED CONCRETE COLLAR REINFORCED CONCRETE SEE PLAN FOR SIZE #4 BARS @ 9" O.C. 6" 6" MIN. 24" EAST JORDAN GRATE ASSEMBLY, RIM EL. SEE PLAN 8" 2-#6 BARS ALL AROUND 8" 6' - 0 " U N L E S S O T H E R W I S E S H O W N 15 ' M A X . D E P T H CORNER FILLET ** BOTH WAYS #4 BARS @ 9" CTRS. ** #4 BARS @ 12" CTRS. BOTH WAYS 1-1/4" CL. 4'-0" 6" 12 " 4'-0" 4' - 0 " #6 BARS ALL AROUND FILLET EACH CORNER 4'-0 " D i a . 4'-0" DIA.OR 6" REINFORCED CONC. REINFORCED CONCRETE 8" BRICK OR NON- ** #4 BARS @ 9" CTRS. BOTH WAYS 15 ' M A X . D E P T H 6' - 0 " U N L E S S O T H E R W I S E S H O W N 8" ** ALTERNATE B ALTERNATE A NEENAH R-3067 W/ TYPE C GRATE WITH TYPE "P" BOTTOM DETAIL NON-WOVEN GEOTEXTILE FABRIC WRAPPED PIPE JOINT DETAIL PIPE DIAMETER/RISE PIPE DIAMETER/RISE PI P E D I A M E T E R / R I S E NTS NTS WASHED, COARSE SAND PERFORATED SDR 35 PVC SHALL CONFORM TO ASTM F-758. PERFORATIONS ON BOTTOM ONE-THIRD OF PIPE CIRCUMFERENCE FACING DOWNWARD. PERFORATIONS TO BE WRAPPED WITH FILTER FABRIC * 6" WASHED COARSE SAND INSTALLED DURING PHASE 2 CONSTRUCTION REMOVED AND REPLACED WITH INSTALLATION OF PERMANENT LANDSCAPING NTS POND UNDERDRAIN AND SAND FILTER DETAIL (SEE PLAN FOR SIZE) PERFORATED SDR 35 UNDERDRAINS EMBEDDED IN STONE, SEE DRAINAGE PLAN FOR CLEANOUT INVERT ELEVATIONS WASHED, COARSE SAND NON-WOVEN FILTER FABRIC WRAPPED AROUND 30" LAYER OF WASHED, COARSE SAND 90 LB MIN. GRAB TENSILE STRENGTH 8" OF CLEAN #57 CRUSHED AGGREGATE 18 " FILTER BLANKET CONCRETE FLUME DETAIL 6x6 W1.4 x W1.4WELDED WIRE FABRIC BASE COURSE CONCRETE HEADER CURB 4" 12" BERMED RIPRAP RIPRAP AS REQUIRED NON-WOVEN GEOTEXTILE SECTION A-A CONCRETE, 3000 PSI, TYPE II SEE PLAN 6x6 W1.4 x W1.4 WELDED WIRE FABRIC TOP OF CURB 4" 6" LENGTH VA R I E S - S E E P L A N S SECTION B-B A A B B 6" 1" PVC PIPE FOR TEMPORARY STORMWATERDRAINAGE DURING CONSTRUCTION 1" PVC PIPE FOR TEMPORARY STORMWATERDRAINAGE DURING CONSTRUCTION 4" ,=_ ~.-----------....... ---=-,...., ~-~..,,Olffl~.....,. ~--N.ICl.-...a. 1-1/2" R PAVEMENT 1/+~ TOOLED CONTRACTION JOINT SEE PLAN FOR WIDTH (MIN. 5' TYPICAL) NOTE: 1. MONOLITH WALK AND CURB REQUIRED AT ALL LOCATIONS WHERE PROPOSED SIDEWALK ABUTS ASPHALT PAVEMENT UNLESS CURB OR CURB AND GUTTER IS USED. 2. SIDEWALK MUST BE 6w MINIMUM THICKNESS AT DRIVEWAYS. WEIR OPENING. ( 4 SIDES) REQ"D., SUPPORT BLOCK AT EACH OF THE FOUR CORNERS. WALLS SHALL BE a• THICK, POURED-IN-PLACE REINFORCED CONCRETE OR PRE-CAST CONCRETE 4'-0" ._-_-_-:.::::::::::::_-_-_-.::_ -_,-.. ~ SECTION "A A" UP WEIR STRUCTURE DETAILS STORM SEWER RING AND COVER STORM SEWER RING AND COVER CONCRETE BOTTOM W/ /14 BARS AT 9" O.C. R-3067 Combination Inlet Frame, Grate, Curb Box Heavy Duty WEIil SO PEfllMETm CATALOG GllATE fT llflEAL StandardGrate(showntTvµeR-d iagonal Alterna te Grate(s ) f~l-~~:~.:="'===TV~a':'::O:>EN-'i:-:"~t~a = t"·~3Q~6'::::i::::~'~":j5•t'=-iil=E:Ea _!!:,30 67 5.8 E:1:1::Ei:1 IDIUII -,, ... Ava1lab l.e Cur b Boxes : t'Ra d1us Open, rRadius Open, 6-Rad iui Open, 1D-Rad1us Open, Mounta ble/Ba rred Env1ro -Curb Bbxes-availab le, seep 129 For Do uble and Tn ple units, refer to R-3295-2 and R-3295-3 3700 0 Gr.lie NTS ej w~ --0~ -=-~f---:-:=:-- OOTJDI""'" -- ti;.-~ .11 4•0111,- L , --,,..r--,..,..~-= -~-io--= --- ~-k-- CI V I L C O N S T R U C T I O N D E T A I L S ( 3 ) JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L NTS C8 18" NOTE: CONCRETE PAD SHALL BE 6" LARGER THAN FOOTPRINT OF INSULATED BOX. INSULATION WILL BE PROVIDED FOR BACKFLOW PREVENTER FOR FREEZE PROTECTION. 2" 6" MIN. 2" BACKFLOW PREVENTER TYPICAL VALVE, BOX AND TRACER WIRE INSTALLATION VALVE BOX COVER (PVC OR PE PIPE NOT ACCEPTABLE) VALVE 8" MIN ADJUSTABLE VALVE BOX 4" THICK CONCRETE PAD (PRECAST OR POURED-IN-PLACE) FINISHED SURFACE ELEVATION 2" X 12" TREATED TIMBER 5" COMPACTED AGGREGATE AS DIRECTED WATER LINE (2 LAYERS) TRACER WIRE TRACER WIRE MAY BE HOUSED IN THE VALVE BOX IN LIEU OF TRACER WIRE HOUSING UNIT WHEN APPROPRIATE WIRE SHALL ENTER VALVE BOX THRU A DRILLED HOLE BOX. TAPED AT 18' INTERVALS, COILED TRACER WIRE TO EXTEND 2' MIN. ABOVE SURFACE CONCRETE PAD. 36 " M I N - 4 8 " M A X NOTE: 1. NEW TRACER WIRE TO BE RUN ON OUTSIDE OF VALVE BOX 2. DRILL HOLE 12"Ø MINIMUM AND 1"Ø MAXIMUM IN VALVE BOX AND INSERT TRACER WIRE TO INSIDE OF BOX. PROVIDE A SMOOTH EDGED GROMMET ON THE DRILLED HOLE TO PREVENT WIRE DAMAGE, HOLE TO BE 2"-4" BELOW BOTTOM OF VALVE PAD AND/OR VALVE COVER. 3. COILED CONTINUOUS TRACER WIRE TO EXTEND 2' MIN ABOVE SURFACE OF CONCRETE PAD. PROVIDE SUFFICIENT LENGTH OF CONTINUOUS WIRE INSIDE VALVE BOX TO ALLOW WIRE TO EXTEND A MINIMUM OF 2' ABOVE GROUND WHEN NECESSARY. NOTE: POUR-IN-PLACE MONOLITHIC PAD REQUIRED FOR MULTIPLE VALVES. LATERAL TRENCH SECTION EXTRA HEAVY DUTY CAST IRON ADJUSTABLE SCORIATED SECURED COVER. FLUSH WITH GRADE LINE. FLANGE. WASTE LINE LENGTH TO SUIT. FLOW 2" 4" MIN. FLOW 4" MIN. BRONZE TAPER THREAD PLUG WITH COUNTER SUNK HEAD. NTS TWO-WAY CLEANOUT DETAIL J 30" MIN. COVER SERVICE sADDLE:c~~~~g ~~2c~TL~~~g~ _// SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQ UAL (IF REQUIRED) CITVOF I~ FAIRHOPE ~ 1" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR FOR POTABLE WATER SERVICE WATTS SERIES U009 OR APPROVED EQUAL 1" THICK CONC. PAD 111TH FlBERMESH 1" GALV. 90" BEND 7" OPENING FlLLED 111TH GRAVEL NTS FORD BALL CORP FB1 000 (SEE NOTE NO 2) ELEVATION VIEW N.T.S WATER METER MATERIAL SCH EDULE OR AS REQUIRED BY LOCAL UTIUTY AUTHORITY NTS 1 CURB STOPS SHALL BE DESIGNED FOR MIN IMUM PRESSURE OF 175 PSI AND SUITABLE FOR SERVICE PIPING AND SHALL BE FORD 643-332 RGW-NL OR EQU IVALE NT. CURB STOP SHAL L HAVE PADLOCK W ING AND "365" DEG REE VALVE OPERATION WITH NO STOPS. 2. CORPORATION STOPS WHE RE REQU IRED OR D IRECTED, SHALL HAVE STANDARD CC CORPORATI ON STOP THREAD ON INLET AS SPECIFIED BY AWWA C800, AND COPPER TUB ING SIZE 0.D. OUTLET SU ITABLE FOR SERV ICE PIP ING. CORPORATION STOPS SHA LL BE FORD BALLCORP FB-1000 SER IES WITH GRIP NUT OR APPROVED EQU IVALENT. CORPORATION STOPS SHALL BE TAP PED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADD LE. 3 WATER METERS WILL MEET OR EXCEED THE REQU IREMENTS OF AWWA SPECIFICATION C700 , LATEST REVISION, AND AN AFF IDAVIT OF COMP LIANCE ANO CERTIFICATE OF T EST ING FOR ACCURACY WILL BE FURN ISHED. METERS MAY BE EITHER NUTATING DISC, POSITIVE DISPLACEMENT, OR OSCILLATING PISTON. FROST PROTECTION WILL NOT BE REQU IRED. REG ISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S GALLONS . SERIA L NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON T HE REGISTER BOX LID. MATERIALS USED FOR METERS SHAL L BE AS SPECIFIED IN AWWA SPECIFICATION C700. 4. METER BOX AND COVER A. BOXES WI LL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LI DS. BOXES WILL BE SUFFIC IENT SIZE TO HOUSE THE METER AND CURB STOP. WATER DETAILS 12 -07-20 ~ / SANI TARY SEWER / MAIN CAS1j~$~5~~i~~l.~\2s~ -\ 1 r RJW . PROPERTY. OR EASEMENT LINE OR APPROVED EQUAL \ TEE WYE INSTALL FLUSH TO GRADE \,\ II/ • .,/ / SAN ITARY SEWER , / LATERAL I / J-I • r~i JI i(7}Ll ' ' \ ~e,, I '~---CAP \ \ BEND I '---STACK REQ'D FOR SAN ITARY SEWER MAI NS I OVER 8-FT IN DEPTH OR AS DIREC TED BY THE OWNER PLAN VIEW N.T.S . FINISHED~ ____ G_R_A□E •~ ,---CAST IRON MONUME NT BOX / EJ IW 1566 WI "S" STAMP / OR APPROVED EQUAL / INSTALL FL USH TO GRADE 14" TYP ./ /~ SOR 26 SEWER CLEANOU T 1 WI 2" RECESSED NUT CAP I.I / -- ~ gg~~~'t-f11g~E[HlIE ~iRANCH l ~ MIN 4" THICK GRAVEL BASE /,,-SOR 26 RISER ~ SOR 26 SEWER / / SOLVENT WELD JOINT AND RUN I,-450 MINIMUM / LATERAL / ~~~~f-fJ~OPNUssi~t~Lj gfNTS TO / J' ____ ,.) 1~ PRO HIBITROTATIONOFTH E I &·----nf-----D U ______[J_______~ RISER SECTION. 11/ ~-L['.j ' li1 f . ~sDR26BEN □ MIN. "~s □R26CAP r J I / -..._ (MAX 45°) 1 ,,_ t~1~KlF\9~ 6~tT~A~kTt~61ii~i~DMt~Ns iii~ ,<: THE OWNER _ j~ _ J '-.._ \_ STACK SHALL REST ON UNDISTURBED SOI L ~ TEE WYE ELEVATION VIEW N.T.S. NOTES MINIMUM TRENCH WIDTH SHAU. BE THE DIAMAETER OF Tl-lE PIPE PWS s• ~ ll~FINISHGRADE ™™-1 ,~ I I Io I L -_J 1. SANITARY SEWER LATERALS SHALL BE 4" SOR 26 UNLESS DIRECTED OTHERWISE BY THE OWNER 2. DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOR THE BRANCH CONNECTION AND GASKETED PUSH -ON JOINTS FOR THE RUN CONNEC TI ONS . 3. NON-SE IZE GREASE SUITABLE FOR USE WITH PVC FITTINGS SHALL BE APPLIED TO THE THREADS OF THE CLEANOUT CAP 4 WH ERE THE SANITARY SEWER MAIN IS PVC C900 , TH E TEE -WYE SHALL BE GASKETED C-900. 5. CLEANOUTS SHALL BE INSTALLED AS NEAR TO THE RN-/, PROPERTY, OR EASEMENT LINE AS POSS IBLE . IF A CL EANOUT IS TO BE INSTALLED WHERE SIDEWALK IS EITHER EXISTING OR PROPOSED, IT SHALL BE PLACED BETVVEEN THE SIDEWALK AND TH E RN/ LI NE WHERE PRACT ICAL. IF THE SIDEWALK IS INSTALLED AT THE RNo/ LI NE, THE CLEANOUT SHALL BE PLACED BETWEEN TH E SIDEWALK AND THE EDGE OF PAVEMENT IMMEDIATELY ADJAC ENT TO THE SIDEWALK . THE CLEANOUT SHALL NO T BE PLACED IN THE SIDEWALK OR A PAVED DR IVEWAY UNLESS APPROVED IN WR ITING BY THE FAIRHOPE UTILI TIES AND THE CITY OF FAIRHOPE. 6. NO HORIZONTAL BENDS SHALL BE ALLOWED BETWEEN THE MAIN AND THE CLEANOUT UNLESS AP PROVED IN WR ITING BY THE CITY OF FAIRHOPE WHERE HOR IZONTAL BENDS AR E ALLOWED , AN ADDITIONA L CLEANOUT SHALL BE INSTALLED AT EACH BEND 7. PVC LATERALS SHALL BE MARKED WITH 14-GAUGE COATED COPPER WIRE BURIED 3 TO 6 INCHES ABOVE THE TOP OF THE PIPE IN ACCORDANCE WITH SECTION 400.07 OF FAIRHOPE UTILITI ES' STANDARD SPECIFICATIO NS. THE END OF THE LOCATE WIRE SHALL STUB-UP AT THE CLEANOUT INTO THE MONUMENT BOX. STANDARD SANITARY SEWER DETAILS 11 /25/20 CITY OF FA IRH OPE PUBLIC UTI LITIES 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251 .928 .8003 TYPICAL ¾" WATER SERVICE METER DETAIL W-1 CITY OF FAIRHOPE CITY OF FAIRHOPE PUBLIC UT ILITIES 555 SOUTH SECT ION STREET FAIRHOPE, ALABAMA 36532 251.928.8003 TYPICAL SANITARY SEWER LATERAL CONNECTION S-6 L E G E N D BE N C H M A R K EX I S T I N G A X L E F O U N D CO N C R E T E M O N U M E N T F O U N D OP E N T O P I R O N P I P E F O U N D CA P P E D R O D F O U N D CA P P E D R O D S E T 16 0 . 5 0 T . O . C . 16 0 . 0 0 R. O . W . W W SS GA S FO FO TE L TE L RI G H T - O F - W A Y CE N T E R L I N E CE N T E R L I N E PR O P O S E D P R O P E R T Y L I N E PR O P E R T Y L I N E ( A D J A C E N T ) EX I S T . E A S E M E N T L I N E EX I S T . O V E R H E A D U T I L I T Y A N D U T I L I T Y P O L E EX I S T . G U Y W I R E A N D U T I L I T Y P O L E GU Y EX I S T . W A T E R L I N E EX I S T . S A N I T A R Y S E W E R L I N E EX I S T . G A S L I N E EX I S T . U N D E R G R O U N D C A B L E L I N E EX I S T . F I B E R O P T I C C A B L E L I N E EX I S T . T E L E P H O N E L I N E EX I S T . F E N C E L I N E EX I S T . P I P E PR O P O S E D E A S E M E N T L I N E PR O P O S E D S E T B A C K L I N E PR O P O S E D 2 4 " C O N C R E T E C U R B & G U T T E R PR O P O S E D 6 " C O N C R E T E C U R B T G EX I S T . P O W E R P O L E EX I S T . L I G H T P O L E EX I S T . E L E C T R I C A L B O X EX I S T . W A T E R M E T E R EX I S T . W A T E R V A L V E EX I S T . F I R E H Y D R A N T EX I S T . S A N I T A R Y S E W E R M A N H O L E EX I S T . G A S V A L V E EX I S T . G A S L I N E M A R K E R EX I S T . F I B E R O P T I C C A B L E B O X EX I S T . F I B E R O P T I C C A B L E P O S T EX I S T . T E L E P H O N E B O X EX I S T . S T O R M S E W E R M A N H O L E EX I S T . A S P H A L T P A V I N G EX I S T . C O N C R E T E EX I S T . G R A V E L PR O P O S E D L I G H T D U T Y A S P H A L T PR O P O S E D H E A V Y D U T Y A S P H A L T PR O P O S E D L I G H T D U T Y CO N C R E T E ( B R O O M F I N I S H ) PR O P O S E D H E A V Y D U T Y CO N C R E T E ( B R O O M F I N I S H ) EX I S T . 1 F O O T C O N T O U R EX I S T . 5 F O O T C O N T O U R EX I S T . G R A D E S P O T E L E V A T I O N PR O P O S E D 1 F O O T C O N T O U R PR O P O S E D 5 F O O T C O N T O U R 16 0 FI N I S H E D G R A D E E L E V A T I O N ( T O P O F C U R B ) FI N I S H E D G R A D E E L E V A T I O N DR A I N A G E D I R E C T I O N PR O P O S E D R I P R A P W / F I L T E R B L A N K E T W EX I S T . P R O P E R T Y L I N E PR O P O S E D P E R V I O U S C O N C R E T E 15 9 TPTP TP TP TP TP TPTP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TP TPTP TP TP TP TP TP C E LP G G G G G LP ±1 . 0 9 A C ( 4 7 , 4 9 8 S F ) ±6 , 8 8 9 S F BU I L D I N G 20' GREENSPACE BUFFER MA I N E N T R A N C E DE L I V E R Y D O O R S DUMPSTER ENCLOSURE 116 116.5 117 116 11 6 . 5 117 11 8 11 7 11 8 118 117 11 8 11 6 11 5 11 6 11 5 11 3 . 5 11 4 11 5 11 7 117 117 117 117 11 7 F. F . E . 1 1 8 . 3 5 IP CW A DC CE P CE P IP IP IP IP IP OP OP IP TP TP TP TP TP TP TP TP PP SB A SB A SB A SB A TP TP TP TP TP TP TP TP TP TPTP SS SS SS SS SS SS SD B ER O S I O N C O N T R O L L E G E N D IP - I N L E T P R O T E C T I O N OP - O U T L E T P R O T E C T I O N DC - D E B R I S C O N T A I N M E N T CW A - C O N C R E T E W A S H O U T A R E A TP - T R E E P R O T E C T I O N SB A - S E D I M E N T B A R R I E R ( S I L T F E N C E , T Y P E A ) SD B - S T O R M W A T E R B A S I N CE P - C O N S T R U C T I O N E X I T P A D SS - S O L I D S O D / S E E D A N D M U L C H AL L A R E A S R E Q D T O B E P E R M A N E N T L Y S T A B I L I Z E D PP - P O R O U S P A V E M E N T OP / R S - R I P R A P O U T L E T P R O T E C T I O N / R I P R A P L I N E D S W A L E TP TP RA I N F A L L I N S P E C T I O N N O T E : SI T E C O N S T R U C T I O N D E B R I S D I S P O S A L N O T E : EROSION CONTROL PLAN JO B N O : SC A L E : DA T E : DR A F T E R : SH E E T : 25 - 1 9 8 6 . 2 0 SE P T 2 0 2 5 TV M L 208 Greeno Rd. North, Ste. C Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 jadengineers.com (AL) CA-3157-E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N APPR.DATEREVISIONNO. 8/25/25VARIOUS SUBMITTALS 9/17/25CITY RESUBMITTAL PH A S E O N E · IN S T A L L C O N S T R U C T I O N E N T R A N C E / E X I T · CL E A R A R E A R E Q U I R E D F O R S I L T F E N C E P L A C E M E N T · IN S T A L L S I L T F E N C E ( S B A ) PH A S E T W O · CO N S T R U C T A N D S T A B I L I Z E W A T E R Q U A L I T Y P O N D S / S E D I M E N T B A S I N S · IN L E T A N D O U T L E T P R O T E C T I O N T O B E I N S T A L L E D PH A S E T H R E E · DE M O L I T I O N A N D R E M O V A L O F D E M O D E B R I S · CL E A R / G R U B R E M A I N I N G S I T E A R E A S PH A S E F O U R · IN S T A L L S T O R M D R A I N A G E M E A S U R E S · GR A D E S I T E T O R O U G H G R A D E S PH A S E F I V E · CO N S T R U C T U T I L I T I E S ( W A T E R , S E W E R ) · BU I L D I N G C O N S T R U C T I O N B E G I N S PH A S E S I X · CO N S T R U C T R O A D S ( P A V I N G , C U R B A N D G U T T E R , S I D E W A L K S ) · BU I L D I N G C O N S T R U C T I O N C O N T I N U E S PH A S E S E V E N · BU I L D I N G C O N S T R U C T I O N C O M P L E T E D · CO N V E R T S E D I M E N T B A S I N S T O P E R M A N E N T F U N C T I O N B I O - R E T E N T I O N P O N D S B Y RE M O V I N G C A P T U R E D S E D I M E N T A N D R E P L A C I N G T H E T O P 6 " O F F I L T E R M E D I A IN S T A L L E D I N P H A S E T W O W I T H C L E A N 6 " F I L T E R M I X O F 5 0 % C O M P O S T / 5 0 % S A N D · ST A B I L I Z E D I S T U R B E D A R E A S W I T H S O L I D S O D · IN S T A L L P E R M A N E N T L A N D S C A P I N G PH A S E E I G H T · RE M O V E B M P M E A S U R E S PH A S E N I N E · RE M O V E S I L T F E N C E · PR O J E C T C O M P L E T E , F I N A L I N S P E C T I O N , F I L E N O T I C E O F T E R M I N A T I O N CO N S T R U C T I O N P H A S E S E Q U E N C E : ER O S I O N C O N T R O L N O T E S : 1. A L L E R O S I O N C O N T R O L M E A S U R E S A R E T O B E I N S T A L L E D A N D M A I N T A I N E D I N A C C O R D A N C E W I T H T H E L A T E S T A D E M S T A N D A R D S . 2. A L L A R E A S L E F T U N A T T E N D E D F O R L O N G E R T H A N 1 3 D A Y S S H A L L B E C O V E R E D W I T H S E A S O N A L T E M P O R A R Y S E E D I N G A N D M U L C H I N G . 3. A L L S L O P E S S H A L L B E T R A C K E D P E R P E N D I C U L A R T O T H E S L O P E . 4. N O W O R K S H A L L C O M M E N C E U N T I L A L L A P P L I C A B L E E R O S I O N C O N T R O L M E A S U R E S H A V E B E E N I N S T A L L E D , I N S P E C T E D B Y T H E P R O J E C T EN G I N E E R , A N D A P P R O V E D . 5. S T O R M W A T E R D E T E N T I O N P O N D O R S E D I M E N T B A S I N S H A L L B E C O N S T R U C T E D , I N S P E C T E D , A N D A P P R O V E D P R I O R T O W O R K O N A N Y O T H E R TA S K , U N L E S S O T H E R W I S E A P P R O V E D B Y T H E P R O J E C T E N G I N E E R . 6. A L L D I S T U R B E D A R E A S W I L L B E P R O P E R L Y S T A B I L I Z E D . C O N T R A C T O R T O C O O R D I N A T E W I T H L A N D S C A P E P L A N F O R F I N A L P L A N T I N G RE Q U I R E M E N T S . 7. 4 " M I N T O P S O I L T O B E S P R E A D A C R O S S D I S T U R B E D S U R F A C E S O N C E F I N A L G R A D I N G H A S B E E N E S T A B L I S H E D . C O N T R A C T O R T O P R O V I D E SE E D / S O D A S P E R E R O S I O N C O N T R O L P L A N A N D S T A B I L I Z E D I S T U R B E D A R E A S P E R A D E M R E Q U I R E M E N T S . 8. B M P ' S S H A L L B E C L E A N E D O U T W H E N T H E Y R E A C H 13 F U L L . 9. I N A C T I V E P R O J E C T S ( M O R E T H A N 7 D A Y S ) S H A L L B E M U L C H E D I F I N A C T I V E F O R L E S S T H A N 6 0 D A Y S . I F P R O J E C T T O R E M A I N I N A C T I V E F O R M O R E TH A N 6 0 D A Y S , P R O J E C T S H A L L B E S E E D E D A N D M U L C H E D . 10 . C O N T R A C T O R S H A L L U S E A L L M E A N S N E C E S S A R Y T O M I N I M I Z E D U S T G E N E R A T I O N D U E T O C O N S T R U C T I O N A C T I V I T I E S . A D U M P S T E R O F S U I T A B L E S I Z E S H A L L B E O N - S I T E D U R I N G A L L P H A S E S O F C O N S T R U C T I O N AC T I V I T I E S A N D E M P T I E D A T A S U I T A B L E P E R M I T T E D D I S P O S A L S I T E A N D R E P L A C E D A S N E E D E D TH R O U G H O U T T H E D U R A T I O N O F T H E P R O J E C T . A L L D I S P O S A L S H A L L M E E T A L L L O C A L , S T A T E , AN D F E D E R A L C O D E S A N D R E G U L A T I O N S . AL L E R O S I O N C O N T R O L S S H A L L B E I N S P E C T E D B Y A Q U A L I F I E D P E R S O N W I T H I N 2 4 H O U R S O F A RA I N F A L L E V E N T O F 3 / 4 I N C H O R G R E A T E R A N D R E P A I R E D A S N E E D E D . ( I N F E E T ) 0 1 i n c h = f t . GR A P H I C S C A L E 20 20 20 1" = 2 0 ' C9 ""=-------115--... T3 6"~----- ---113 - --_ ----112- - --___ _ =------------------t.,/------- 12''W --u''w.11r=-=-:::---1;1'~-~~2"W --=-=----=-!;'W --=--=---=--=1i•'W-- -112- -11s --- ---------- . --115----115· - --1H- -------- ----12"1¥ - - -113 - ----114- t---------~-·11 4 -_· -----------o I I ffl i1 111\\1\ I I o_ I n V, □LJ./· ..... • ...• ·,_ .. • -115------------ STATE HIGHWAY 181 VARIABLE R/W □□□□ o 0 :::::: 7, 0 ~ x, 0 _:j -{)- I I I I • I I I I I I I I I I ~ ~ ~ ~ ~ I I I I 01>1>□1>~ I I I I I I I I I ER O S I O N C O N T R O L D E T A I L S JOB NO: SCALE: DATE: DRAFTER: SHEET: 25-1986.20 SEPT 2025 TVML 20 8 G r e e n o R d . N o r t h , S t e . C Fa i r h o p e , A l a b a m a 3 6 5 3 2 P. O . B o x 1 9 2 9 Fa i r h o p e , A l a b a m a 3 6 5 3 3 Ph o n e : ( 2 5 1 ) 9 2 8 - 3 4 4 3 ja d e n g i n e e r s . c o m ( A L ) C A - 3 1 5 7 - E PRE L I M I N A R Y P L A N S O N L Y NOT F O R C O N S T R U C T I O N AP P R . DA T E RE V I S I O N NO . 8/ 2 5 / 2 5 VA R I O U S S U B M I T T A L S 9/ 1 7 / 2 5 CI T Y R E S U B M I T T A L NTS C10 WIDTH = FULL WIDTH OF VEHICULAR STONE SIZE = 1 1/2" TO 3 1/2" DIA. PROVIDE PERIODIC TOP DRESSING WITH COARSE AGGREGATE N.S.A. R-2(1.5"-3.5") GEOTEXTILE UNDERLINE REQUIRED AS HA R D S U R F A C E PU B L I C R O A D ACCESS, 20' MINIMUM. 2" STONE, AS NECESSARY. 20' MIN. 6" MIN. MINIMUM 50' AA CONCRETE WASHOUT SIGN DETAIL STAPLE DETAIL PLAN SECTION A-A THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. SPECIFIC APPLICATION 1) THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MAINTENANCE 3) STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE 2) SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1/2 THE DESIGN REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. MADE AS NEEDED. SURFACE ROUGHENING NTS .WA TILE .. ... ... .. ... .. .. .. ... .. ... s_.uR~O~NDLNG _. ST!'9Iy z~ ~E} TYPICAL INLET EROSION CONTROL NTS Tab le SB -1 Snecmca ti ons for Silt Fe nce Sooclflcatlons TvDeA Teniilo Strongth Werp-260 (Lb>. Min.' ASTM D--4632) Fill-100 Elongation(% Max.) 40 (ASTM D--4632) AOS (Apparent Opening Siu,) (M••· Slovo Site) IASTM 0-4751) no.30 Flow Ra te (G>VM ln/Sq, Ft.) 70 IGDT-67) Ultravtolot St abUfty2 (ASTM D--4632 aftor 300 hours 80 we.11heting in ~ccordance wlth ASTM D-4355) Bur<ling Slronglh (PSI Min.) (ASTM D--.3786 Di:ilphragm Bu rsting 175 Strength Toster) Mlnl'mum Fabric Width (tnche-s) 36 .. M1l'llmum roll ave~ 015 Specim.eR,-, Perceiu of required lnlt1'1 n,i,-imurn temlle, Slfengll'I. STONE PAD CONSTRUCTION EXIT NTS RUNOFF WATER W/ SEDIMENT Poot ~ Wow,n wire fence J,V Geotextie fat.fc 'i 'i "i Flow ~'11 1 6""""· - Notas: SIOEVIEW (~) Figure SB-1 Silt Fence-Type A 1. The woven wire fencing mall be lastened ~ tho upsm,am, side al po.i, by oiaples o, wire ties. 2. Geo1""1Jle fabl1c shall bo """""'Y festMod b tho "°""" wire fenan11, (1) For rabfic m.l1efial req uiremen1.$ see Tallie SB-1 (2) FOi' post material reql.1iremen1s see Ta bles SEJ.3 and SB--4 Table SB-3 Post Size for Silt Fence Minimum Length Type of Post Size of Post Type A 4' Steel 1.31b,/fl. min. CURB & GUTTER ,FROffT VJ EW (N'cl b> sca'e) GENERAL NOTES 1. T'/PE "A" SILT FENCE SHAU. BE USED IN AREAS OF CONCENTRATED FLOW. 2. SILT FENCES ARE TEMPORARY EROSION CONTROL ITEMS lHAT SHAU. BE ERECTED OPPOSITE ERODIBLE AREAS SUCH AS NEWLY GRADED Fill. SLOPES AND ADJACENT TO STREAMS AND CHANNELS. 3. SILT FENCE SHOULD BE PLACED WELL INSIDE PROPERTY BOUNDARY AND ALONG EDGE OF CLEARING LIMITS. lHIS Vt1LL ALLOW ROOM FOR A BACK-UP FENCE IF FIRST BECOMES FULL. SILT FENCES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION OPERATION. 4. WHEREVER POSSIBLE, SILT FENCES SHALL BE CONSTRUCTED ACROSS A FLAT AREA IN lHE SHAPE OF A HORSESHOE. lHIS AIDS IN POND ING OF RUNOFF AND FACILITATES SEDIMENTATION. 5. AFTER lHE CONSTRUCTION AREA IS STABILIZED AND EROSION ACTIVITY CURTAILED, SILT FENCES SHAU. BE REMOVED. 6. RING FASTENERS USED TO SECURE GEOTEXTILES TO WOVEN Vt1RE SHAU. BE 13 GA. (AMERICAN). 7. IF WOOD POSTS ARE USED, STAPLES FOR SECURING WOVEN V.,RE TO POSTS SHALL BE NINE (9) GAUGE, GALVANIZED, 1 1/2" LONG, FIVE (5) PER POST Cl APPROXIMATELY 1'-o• ON CENTER. 8. WOVEN V.,RE TO BE 12 1 /2 GAUGE (MINIMUM). SPECIFICATIONS CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION AND lHE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWA TER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS BLOCK & GRAVEL CURB INLET SEDIMENT FILTER STRAW BALES (2 BALES HIGH MAX) l- PLASTIC LINER 14'-9" MIN 0 STRAW BALES WOOD OR METAL STAKES WEDGE LOOSE o n STRAW BETWEEN u BALES c ~--~---~---~-'--',r--GRAVEL-FILLED ~ 0 0 0 BAGS IN CORNERS CONCRETE WASHOUT PLYWOOD 4'-o-X 2'-0" PAINTED WHITE BLACK LETTERS 6-HEIGHT f-¢•1 SCREWS 0 io□n 16 GAUGE 1 rsTEEL WIRE TEMPORARY CONCRETE WASHOUT FACILITY (ON GRADE) C C S S S TR TR TR TR E LP S S S W G G G G G G CC LP E LOT 9 ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R 11 6 11 6 . 5 11 7 116 116.5 117 118 117 118 11 8 11 7 118 116 115 116 115 113.5 114 115 117 117 117 117 117 117 LOT 8 F.F.E. 118.35 © 00 20'40' N O R T H Scale: 1"= 20' TREE PRESERVATION & REMOVAL PLAN1 TREE PRESERVATION NOTES TREE PROTECTION FENCE - FAIRHOPE NOTES: 1. Fencing to be installed prior to construction. Fencing type shall be chain link. 2. The fence shall be erected w/ a min. distance of 20' from the trunks of heritage trees & 10' from all other retained trees. If installing underground utilities near tree roots becomes a hardship, a soil auger shall be used to tunnel under tree roots. 3. All roots to be removed during site clearing &/or construction shall be severed cleanly at the perimeter of the protected radius. 4. Footers for walls shall end at the point where large roots are encountered, and the roots shall be bridged. Post holes and trenches located close to retained trees shall be adjusted to avoid damage to major roots. 5. Fencing cannot be removed until land alteration, site clearing, and construction activities are complete. METAL POST FENCE TIE FINISH GRADE No entry, storage, temporary parking, ordisturbance will be allowed within barricade REQUIRED SIGNAGESNOW FENCE OR CHAIN LINK METAL POST 2 TEMPORARY PROTECTION FENCING ' ++++,&,++ + + + .--1- + + + + + 1\ + +++++++\ + + + + + + + + + + + + + + + + + + + + + ~r;,-,.:::,:r "> \ \ ------. l_____('. ' , __ ...:....\_ ~:I / ~ I -~ I .. : I ; .1 . I ,,___ I I/ ( it \ I J:: I , I I I i I \ I I I I "' I 1\I I I I 0\ r--... \ \ \ I \ \ \ I I ~ t,-11, I \ \ I I I \ j I I I I I I \ \1 ii I I "' -, Cl::) -, TREE PRESERVATION CREDITS· Sec. 20.5-4(m) T,01c11 Tr ee5 'To Be Preservecl: T,otal Tree Credits Earned : GUNS SP..E_CIE.S CO.MMOltl'IAME QD' 2.. Lagerstroemia indica Crape Myrtle 9 CRED_LT.S_l'EllIREE 0 9Tree5 O Credits I.D_l.A.LCREDHS 0 TREE REMOVAL 4 Trees I ·r Be Removed · Tota Tre,es o -• I d 'th 'n Rockwell Blvd. ROW and require removal where driveways *All trees proposed for removal are ocate w, 1 are proposed o Debits Total Tre-e Debits: s..e.i:_cru C~Oltl'IAME QIY D~B.IIS..l'E.llIREJ: I.QJAJ.Jll.BJIS ~ ~ 0 0 5" Ta.xod ium distichum Bald Cypress O 0 6" Taxod ium dis;tichum Bald Cypress TR EE SURVEY DISCLAIMER: ALL TREE SURVEY INFORMATION HAS BEEN PROVIDED TO LANDSCAPE ARCHITECT BY JADE CONSUL TING. TREE PRESERVATION /REMOVAi NOiffr ~~6PTR~fL:~fLO~~E[0fo R:~i~~~E~~Ds~ir S~O~ :iJJ~;R::AY W/ AN •x• 2. V'1-IER'E TREES ARE INDl~1~~ET~M~~c~~gU~ou~~~~RESEEN ACTIVITY. IN THIS g~~~~~~ng~Sl~~~D PRESERVED TREE IS REMOVED, CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT TO UPDATE PLANS ACCORDINGLY. 0 1/'1'-1'-0" 329343.06 05 landscape architecture land planning plocemoking [Ni]@LJ li"@ffl! ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, __________ _ ~ ~ Revisions / Submissions 08.25.25 CITY SUBMITTAL 09.16.25 CITY SUBMITTAL ~t 2025 WAS Oesi11n Inc. These documents and their :~~. °:cJtt,:a=~ ~ ~ =n~;r::!~the expms written conent of w,s Dwgin is prohibited by law. BB '"""' WI Project Manager cw Princ!pal 253097-225 Project No. BB Dot, Sheel:Tltle TREE PRESERVATION & REMOVAL PLAN Sheet No. TP200 C C S S S TR TR TR TR E LP S S S W G G G G G G CC LP E LOT 9 ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R 11 6 11 6 . 5 11 7 116 116.5 117 118 117 118 11 8 11 7 118 116 115 116 115 113.5 114 115 117 117 117 117 117 117 LOT 8 F.F.E. 118.35 (12) SB (34) LJ (14) LJ(5) LJ © 00 20'40' N O R T H Scale: 1"= 20' LANDSCAPE PLANTING PLAN1 I I I I I ff I , I I I" /f"'' I I I " l ~ ;" I / I I I /I I \ I I I I \ I I I l I T ii '° I 1 I l I I I~ I ~I ~\ I I I I I I -------- :- ,-.._, Cl:) ,-.._, La n dscape Adjacent to Public R.O.W. Requirements · Sec . 20.5-4 (4) Re-quired: 48· high viSUOI SC:l'ffl'I bttWN-1'1 vohlc: .. uS<O ....... & public R.0.W . Provid..ed: 4a· high visual scree:n Dfltwttn vehlckl USfl llrN & put>11c R,O,W, Perimete r Requirements• Sec.20.5-415) R.oa_d_Ero.ntage ov·ustory_Irees Hwy.11\1 1 lree: pet 30 lf ROW @I 232.3 LF z Required Froncaa:e Overstory trees : Provi ded Frontage Oven:tory Trees; 7.74trus 8t:rees 6tree:i -.Remaining 2 required overstory trees will be met from preservation of 9 Crape M:,-rtles flocl!;well 1etvd , 1 tree per 30 1.F ROW @ 296.5 LF • R.equlrNI Fr ont1lSe Overstory Trees : Pro1,1 ldt-d Fr ont11e overstory Trt-es : Remaining Outside Lot Per i meter SOiuth Pro ptn y Une 1 tree per 30 LF Perimeter @ 236.4 LF • Required Trees: Prolil1ded Trees: 9.88 tree s. 10 tr eeJ 10trHI 7.88 trees. 8tree:s 8trees -tOue to drlv,:w,il)' 1l1ong South property line. P'ovided tree$ Qre place(! ~round 5,ite Internal Parki ng Requirements • Sec. 20.5-4 (6) 1 tree per 12 spaces. @ 27 spates • Requl red P~r klng Trees: Provi ded Pa rking Trees: landscape architecture land planning placemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 :_. ~ ~ t~c~;z~-l9~~;~i1lppl D ES I G N Poosooolo, ,,,ddo P. 850.203.4252 landscape architects www.was-design.com [Ni]@LJ li"@ffl! ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINisian_, __________ _ ~ ~ Revisions / Submissions 08.25.25 CITY SUBMITTAL 09.16.25 CITY SUBMITTAL ~t 2025 WAS Oesi11n Inc. These documents and their contents ore the property of WAS Design. Mt reprod~ons, IW'lilliona rnodificotion11 or U11e of th1111e documents without. the expma :.mten conent of w,s Dwgin is prohibited by law. BB '"""' WI Project Manager cw Princ!pol 253097-225 Project No. BB Dot, Sheet:Tltle LANDSCAPE PLANTING PLAN Sheet No. LP200 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS TREES LN 2 LAGERSTROEMIA INDICA `NATCHEZ` `NATCHEZ` CRAPE MYRTLE 30 GAL 8`-10`MINIMUM 3 TRUNKS; FULL HEAD LT 6 LIRIODENDRON TULIPIFERA TULIP TREE B&B OR CONT 2"10`FULL HEAD, SPECIMEN QUALITY MA 9 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA B&B OR CONT 8`-10`3 TRUNKS; FULL HEAD PC 10 TAXODIUM ASCENDENS POND CYPRESS B&B OR CONT 2"10`FULL HEAD, SPECIMEN QUALITY SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS SHRUBS LJ 53 LIGUSTRUM JAPONICUM WAX LEAF LIGUSTRUM CG 48"48" o.c.FULL TO GROUND SB 12 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL 48" o.c. SOD/SEED SOD 17,305 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD PLANT SCHEDULE ©SHRUB PLANTING1 MULTI-TRUNK TREE STAKING 1/2" = 1'-0" 2X BALL DIA. SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. FORM SAUCER WITH 3" CONTINUOUS RIM 3" MULCH 2 STRAND 12 GAUGE GALV. WIRE TWISTED AND ENCASED IN RUBBER HOSE 6-9" FROM TOP OF STAKE. 2 WIRE SUPPORTS SHALL BE USED ON MAIN STRUCTURAL TRUNK. 2" x 2" HARDWOOD STAKES DRIVEN FIRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING. · · 4 329343-01 STAKING DETAIL PLANT PIT DETAIL TREE PLANTING - GUY STRAP 1" = 1'-0" SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. TENSION BAR 1" GUYLINE WEBBING ARROWHEAD ANCHOR KEEP TURF CLEAR FOR A 24" RADIUS CIRCLE AROUND THE TREE - MULCH WITH A 3" THICK LAYER OF SHREDDED BARK. SET ROOTBALL CROWN 1 1/2" HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. KEEP MULCH 2" - 3" FROM BASE OF TREE. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS FINISHEDGRADE EXISTING SUBSOIL ROOTBALL 3" HIGH WATER WELL AT SHRUB AREA ROOTBALL 2X ROOTBALL PLANTING AT SHRUB AREAS FINISHED GRADE AT LAWN PLANTING AT LAWN AREAS FINISHED GRADE AT SHRUBS MULCH WATER WELL AREA TO 3" DEPTH.TRENCH EDGE RE: DETAIL 5 329343.26-02 SHRUBS AND GROUNDCOVERS ADJACENT TO STRAIGHT EDGES SHALL BE TRIANGULAR - SPACED IN ROWS PARALLED TO THE STRAIGHT EDGE. SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. A A B B BEDLINE CURB TYPICAL PLANT SPACING NOT TO SCALE2 329399-04 CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN LAWN OR TOP OF CURB/ PAVING GRADE PREPARED SUBGRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. MULCH LAYER TRENCH EDGE 3" = 1'-0"329413.23-023 QUANTITY TAKEOFF DISCLAIMER: QUANTITIES NOTED ON PLANS ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. GENERAL CONDITIONS ·CONTRACTOR SHALL BE RESPONSIBLE FOR THE SITE INSPECTION PRIOR TO LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO ACQUAINT HIMSELF WITH EXISTING CONDITIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL EXISTING UNDERGROUND UTILITIES BEFORE BEGINNING CONSTRUCTION. ·CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF LANDSCAPE MATERIAL AT ALL TIMES. LANDSCAPE CONTRACTOR TO COORDINATE SAFE STAGING AREA WITH 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 ·PLANTING SOIL SHALL BE CREATED BY AMENDING TOPSOIL WITH THE ADDITION OF COMPOST. COMPOST TYPE SHALL BE MUSHROOM COMPOST OR DECOMPOSED PINE BARK, AND SHALL BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE. COMPOST 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 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 REQUIRED PER SOIL TEST (IF REQUESTED BY OWNER). ·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 ALL PLANTING BEDS. ANY OTHER PROPOSED DRAINAGE METHODS SHALL BE COORDINATED WITH PLANTING EFFORTS TO MINIMIZE CONFLICTS AND MAINTAIN PROPER FUNCTION OF DRAINAGE SYSTEMS. 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 ANY TIME. ·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 QUALITY AS DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARDS 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 MINIMUM OF 24" BEHIND BED LINE @ LAWNS OR WALKS AND A MINIMUM OF 36" BACK OF CURB @ PARKING SPACES. ·NO PRUNING SHOULD BE PERFORMED DURING FIRST GROWING SEASON EXCEPT FOR REMOVING DAMAGED OF DEAD GROWTH. WOUND PAINT IS NOT RECOMMENDED FOR ANY CUTS. ·ALL PLANTING AREAS, TREE PITS, AND OTHER AREAS INDICATED ON PLANS SHALL BE MULCHED WITH A SETTLED LAYER OF THE INDICATED MULCH: ·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 FROM EXCESSIVE WINDS. ALL TREE-STAKING APPARATUS SHALL BE 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. 3" DEPTH LONG LEAF PINESTRAW, SETTLED 4" DEPTH SHREDDED HARDWOOD MULCH 3" DEPTH PINE BARK GENERAL PLANTING NOTES 1" = 1"329399-016 AlabamaSafely.Dig 800-292-8525 #DIG (Cellular)Call 0 0 0 0 u 0 I L___I• _------iiiiiiiii;_ L----------------~ FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT SET ROOTBALL CROWN 1 " HIGHER THAN SURROUNDING FINISHED GRADE. SLOPE FINISHED GRADE AT BACKFILL AWAY FROM ROOTBALL. MULCH TO DEPTH AT WATER WELL. ,..,.i"x,e<x,~-;;~j ~'.;;;:_~i,i~y=""-FINISHED GRADE. 111 Ill 11 Ill + 0 1·~1·-0" 17llTTTJl,----I I 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 329333.13-01 \ Qt------- = STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES "' + i Jlnklrr= 1=-111=11=1 1c- II!HLJU 0 "' ---;s=---~""1"'1 11 li=I -+------ □ □ C8J 0----o~----0-----0~---- landscape architecture land planning plocemoking Foley, Alabama ~ P. 251.948.7181 .. ~obMe, Alabama P. 251.344.4023 .1...,_ ~ ~ ~ Jackson, Mississippi D ES I G N :~,:~~:,!~~~~:da P. 850.203.4252 landscape architects www.wos-design.com ~©U li'@lnl ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. .Q O g C: +-.8 ~ <(:::::, 0 1: < ~ u g_ a. (I) .s::. .Q 2 ~ 0 o G) C LL o C !> ~u C: <( _g < RMion_, ___________ _ ~ ~ Revisions / Submissions _ oa.2s.2s -=c,,.nv,_.,,,su,,,s"wm,,M.""-------- -09.1s.2s .=c,,.nv,_.,,,su,,,s,,wm-"M.""-------- --------------- --------------- ----------- --------------- --------------- --------------- Cov,right 2025 WAS Design Inc. The9e documents and their contents are the property of w,,S Delign. MY reproductlo111, rtYisione, modif'ications or use of theee docllTllnts without. the expreeewrittenconmtof~DNginisprohibitedl1flaw. BB WI Project Manager cw Principal 253097-225 Project No, BB Sheirtlille LANDSCAPE PLANTING DETAILS Sheet No. LP500 C C S S S TR TR TR TR E 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 W W W W W W W W W W W W W W W W W LP S S S W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 W W W W SS SS SS SS SS SS SS SS SS SS SS G G G G G G CC LP E SS SS SS SS SS SS SS SS SS SS SS SS SS SS LOT 9 ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R 11 6 11 6 . 5 11 7 116 116.5 117 118 117 118 11 8 11 7 118 116 115 116 115 113.5 114 115 117 117 117 117 117 117 LOT 8 F.F.E. 118.35 (12) SB (34) LJ (14) LJ(5) LJ 35 Q 35 H 35 H 35H 35Q M 51 51 51 51 51 51 5151 51 35 H 25 H 01 01 01 01 01 21 21 21 21 35Q 35 H 35H 35 H 35 H 35Q 35 H 30H L S 8 8 8 51 515151 51 5151515151515151 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 51 5151 51 51 51 515151 51 51 51 RS 8 BF 112" 1 13.31" 2 19.01" 3 4.381" 4 11.71" 5 6.731" 6 13.01" 7 121" 8 10.71" 9 20.61" 10 22.21" 11 4.291" 12 8.331" 13 14.31" RS CRS SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI RAIN BIRD 1806-SAM-PRS 15 STRIP SERIES TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 4 30 RAIN BIRD 1806-SAM-PRS 8 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 4 30 RAIN BIRD 1806-SAM-PRS 10 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 5 30 RAIN BIRD 1806-SAM-PRS 12 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 4 30 RAIN BIRD 1806-SAM-PRS 15 SERIES MPR TURF SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING. 49 30 RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES 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. 16 30 RAIN BIRD 1812-SAM-PRS 5 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. 1 30 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. 1 30 RAIN BIRD 1812-SAM-PRS 10 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. 1 30 RAIN BIRD 1812-SAM-PRS 15 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. 1 30 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. 15 35 24' SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY RAIN BIRD PGA 1" ELECTRIC REMOTE CONTROL VALVE 13 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 ESPLXME2P 12 STATION, TRADITIONALLY-WIRED COMMERCIAL CONTROLLER W/ FACTORY INSTALLED PRO SMART MODULE. INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE. 1 RAIN BIRD RSD-BEX RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. 2 WATER METER 3/4" BASIS OF DESIGN: 1" METER W/ 37.5 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. 1,683 LF IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 1 1/2" ONLY LATERAL TRANSITION PIPE SIZES 1 1/4" AND ABOVE ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1" IN SIZE. 59.5 LF IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1 1/2"868.9 LF PIPE SLEEVE: PVC SCHEDULE 40 133.4 LF EST CST SSTRCSLCS E L R C S FHTQ 8 8 8 8 Q T H F 01 01 01 01 Q TQ FHT 21 21 21 21 21 Q TQ FHT 51 51 51 51 51 EST CST SSTRCSLCS Q H F FHTQ Q T H F Q TQ FHT 25ARC BF C RS M Valve Number Valve Flow Valve Sie Valve Callout # ##" IRRIGATION SCHEDULE © 00 20'40' N O R T H Scale: 1"= 20' LANDSCAPE IRRIGATION PLAN1 AlabamaSafely.Dig 800-292-8525 #DIG (Cellular)Call QUANTITY TAKEOFF DISCLAIMER: QUANTITIES NOTED ON PLANS ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR FOR BID PURPOSES ONLY. CONTRACTOR SHALL VERIFY ALL QUANTITIES AND REPORT ANY DISCREPANCIES TO THE LANDSCAPE ARCHITECT. CONTRACTOR TO COORDINATE W/ OWNER & OR GENERAL CONTRACTOR ON EXACT PLACEMENT OF IRRIGATION CONTROLLER & RAIN SENSOR CONTRACTOR TO COORDINATE W/ GENERAL CONTRACTOR & UTILITY COMPANY ON EXACT LOCATION OF IRRIGATION METER = ii -- '------~---J~,--------__J :' :! ' l::;:::::::::::!;;:!::::i \ -· I \ l;::=~#==:I I ·: I r---~~·-- ,. ~~cr"'/r""""":',r-~-. -r-i.1--_J · · · • I • I' ' , , -· ·. -r ;., ...... -, .. I '/ ! • : i • . '"" I. • , . 'tr ·.'~-~~/1/: · .. •· .... T .:? ~ .• •, ... -•· I I I~ 11 II I I I ~ I f I I I I I I I -, co -, 0000 0000 00000 00000 0 0 □ 0 □ ---------------- @C---- landscape architecture land planning plocemaking Foley, Alabama P. 251.948.7181 Mobile, Alabama P. 251.344.4023 :.;, ~ ~ Jackson, Mlssisslppl D ES I P. 601.790.0781 GN Pensacolo.F'lorido P. 850.203.4252 la nd scape architects www.wos-design.com RINision1 [Ni]@LJ li"@ffl! ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ~ ~ Revisions / Submissions _ 08.25.25 .=CITY"-'S,e,UB""'MITT-""AI.~-- -09.16.25 ~CITY~S=UB=MITT"'AI.~--- cut 2025 WAS Oesi11n Inc. These documents and their :ViBioo1, ~tt,:□=~ ~ ~ =n~rr:r::!~the expms written conent of w,s Dwgin is prohibited by law. BB '"""' WI Project Manager cw Princ!pol 253097-225 Project No. BB Dot, Sheel:Tltle LANDSCAPE IRRIGATION PLAN Sheet No. Ll200 © 3" = 1'-0" TURF SPRAY FLEX ASSEMBLY1 328403.13-02 3" = 1'-0" TURF ROTOR MARLEX ASSEMBLY2 328403.16-01 3" = 12" SHRUB SPRAY HIGHPOP W/ FLEX ASSEMBLY3328403.29-01 1 1/2" = 1'-0" ELECTRIC REMOTE CONTROL VALVE4328406.13-01 1" = 1'-0" WALL MOUNT CONTROLLER5 328409.13-01 1 1/2" = 1'-0" REDUCED PRESSURE BACKFLOW6 328409.43-02 SLEEVING DETAIL 1/2" = 1'-0" 1' - 0 " VA R I E S 1' - 0 " MI N . 1'-6" 7 328409.76-05 1. ALL MAINLINES TO HAVE A MINIMUM OF 18" OF COVER. (CLASS 200 PVC PIPE). 2. ALL LATERAL AND SUB-MAIN PIPE TO HAVE A MINIMUM OF 12" OF COVER. (CLASS 200 PVC PIPE). 3. NO ROCKS, BOULDER, OR OTHER EXTRANEOUS MATERIALS TO BE USED IN BACKFILLING OF TRENCH. 4. ALL PIPE TO BE INSTALLED AS PER MANUFACTURERS' SPECIFICATIONS. 5. ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE OR LIQUID TEFLON. 6. ALL LINES TO BE THOROUGHLY FLUSHED BEFORE INSTALLATION OF SPRINKLER HEADS. 7. SPRINKLER AND RELATED EQUIPMENT TO BE INSTALLED AS PER DETAILS. 8. ALL ELECTRICAL JOINTS TO BE MADE USING WATERPROOF CONNECTIONS AS SHOWN ON DETAILS. 9. ALL EQUIPMENT NOT SPECIFIED IN THE LEGEND SHALL BE DETERMINED AND 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). GENERAL IRRIGATION NOTES 1" = 1" 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: A. TWO WRENCHES FOR DISASSEMBLING AND ADJUSTING EACH TYPE OF SPRINKLER HEADS AND VALVE SUPPLIED. B. TWO KEYS FOR EACH OF THE AUTOMATIC CONTROLLERS. C. TWO QUICK COUPLER KEYS WITH MATCHING HOSE SWIVELS. 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 FOR PROPER COVERAGE. 24. CONTRACTOR SHALL INSTALL SPRINKLER EQUIPMENT 12" FROM FOUNDATIONS. ALSO INSTALL SPRINKLERS 4" FROM CURB OR WALKS.. 25. PRIOR TO BID, IRRIGATION CONTRACTOR SHALL VERIFY RIGHT-OF-WAY AND BACKFLOW REQUIREMENTS. NO LATER THAN FIVE DAYS BEFORE BID SUBMITTALS. 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 SUBSTANTIAL COMPLETION IS ACCEPTED. START UP AND ADJUSTING OF SYSTEM IN SPRING TIME SHALL BE INCLUDED IN WARRANTY. 9 328415-01 1 1/2" = 1'-0" TRUE UNION BALL ISOLATION VALVE8328406.33-04 ~ TURF POP UP HEAD.-------, ::,; ~ 1 /2" MARLEX STREET ELL.-~ 4" TO CURB OR WALK. BARB ELL X MIPT. ~/ l\J 1 /2" MAR LEX / STREET ELL. / o)! I I I ~ PVC TEE (SXSXT) OR ELL. ;__ LATERAL LINE. "-1/2" POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. of------- SET CONTROLLER 60" ABOVE FINISHED GRADE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" DIAMETER RIGID STEEL CONDUIT FOR 110 VAC ELECTRICAL SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. in 1 1 /2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. USE PVC SCH. 40 BELOW GRADE. of------- 6" ~~~~c~[E~~~R~R ~ APPLICABLE. TURF ROTOR POP UP. MARLEX STREET ELLS, INLET SIZE DIAMETER. SCHEDULE 80 PVC NIPPLE AS REQUIRED, SET AT 45 DEGREE ANGLE. of------- EXTEND CONCRETE PAD 12" BEYOND BACKFLOW AT ALL SIDES. REDUCED PRESSURE BACKFLOW DEVICE AS SPEICIFED. GALVANIZED NIPPLES AND ELL AS REQUIRED. GALVANIZED UNIONS AT EACH SIDE. GALVANIZED RISERS. 01------- INSTALL ASSEMBLY 1" TO 1 1/2"ABOVE FINISHED GRADE. ~ DO NOT USE SIDE INLET. ----01 N 1/2" MA STREET /.----•• ~ LATERAL LINE. ~-, - PVC TEE (SXSXT) OR ELL. 1/2N POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. TO CURB OR WALK. 01------- = INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. 7 Q1-------- 2" MINIMUM, 4" MAXIMUM ----- BELOW TOP OF BOX. 10X15 RECTANGULAR VALVE BOX. PLASTIC 1.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. SCHEDULE BO RISER. MAIN LINE. ------~ 0---- 1O"X15" RECTANGULAR BOX WITH 6" EXTENSION. ADAPTER. 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. SET BOX FLUSH TO GRADE. of------- landscape architecture land planning placemaking Foley. Alabama ,!!! P. 251.948.7181 ii Mobile, Alabama P. 251.344.4023 i._~~ ~Jackson,Mlssisslppl D ES I G N :~:.~;:,!~~~~:,, P. 850.203.4252 landscape architects www.was-design.com [Ni]@LJ li"@ffl! ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINisian_, ___________ _ ~ ~ Revisions / Submissions _ 08.25.25 0C~ITY~SU=B=MITT~~AL _____ _ _ 09.16.25 CC~ITY~SU=B~MITT~AL _____ _ --------------- --------------- --------------- --------------- --------------- --------------- ~t 2025 WAS Oesi11n Inc. These documents and their contents ore the property of WAS Des111n. Ifft reproductions, 1WVillion11, rnodificotion11 or U11e of th1111e documents without. the expma written conent of WIS Dwgin is prohibited by law. BB '"""' WI Project Manager cw Princ!pol 253097-225 Project No. BB Dot, Sheel:Tltle LANDSCAPE IRRIGATION DETAILS Sheet No. LISOO C C S S S TR TR TR TR E 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 W W W W W W W W W W W W W W W W W LP S S S W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 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 W W W W SS SS SS SS SS SS SS SS SS SS SS G G G G G G CC LP E SS SS SS SS SS SS SS SS SS SS SS SS SS SS LOT 9 ±1.09 AC (47,498 SF) ±6,889 SF BUILDING 20 ' G R E E N S P A C E B U F F E R 11 6 11 6 . 5 11 7 116 116.5 117 118 117 118 11 8 11 7 118 116 115 116 115 113.5 114 115 117 117 117 117 117 117 LOT 8 F.F.E. 118.35 00 20'40' © N O R T H SITE LIGHTING PLAN1 STREET LIGHT DETAIL NOT TO EXCEED MAX. HEIGHT PER AHJ REQ'S 6" 3' 2 GENERAL LIGHTING NOTES · · LUMINAIRE SCHEDULE "DD NDT ENTER" ' I I I 1---~--------------------------~---------1 / I CALLOUT SYMBOL LAMP DESCRIPTION MODEL NOTE 3 QUANTITY MOUNTING LUMENS ; I / Q HEIGHT / LAMP b ~P-1-----+-------+-(_1_)-XP ___ G_2_L_E-Ds---+-Tw_e_ll_l_Me-d-iu-m-w/-B-LS-,-2-0_L_ED_s-,-+-c,-.-.-Li-gh-t-in_g ___ -+-C-,e-e--R-E_S_R_,-12_/_2_9/_2_0_16-,----+-13---~9-'--6-.. ----+-2-06_4 _ ___,/ / 525mA, 3000K , For use with Series Measurement orientation: base up, /wA9~CX/ O. o-0 E EDGE, 228, 304 and Serial Number: PL01023-001, 120.14 ~ P2 LEDwoy Luminaires Voe, 101W, TEST PROCEDURE: IESNA-LM-79-08, TEST DISTANCE ~ 29.36 Feet, Philips LED-INTA-0530C-280DO, 7602.1 (1) Sixty Cree XP-G2 LEDs Type V Medium, 20 LEDs, 525mA, 3000K Cree Lighting . For use with Series Cree-RESTL, 9/6/2016, Measurement orientation: base up, Serial Number: o---lZI ALL SITE LIGHT POLE FIXTURES ARE MODELED AT A 9'-6" MOUNTING HEIGHT. ALL PORTIONS OF THE LIGHT POLE AND FIXTURE SHALL NOT EXCEED 1 O' OVERALL HEIGHT PER CITY REQUIREMENTS. BUILDING MOUNTED LIGHTING TO ILLUMINATE PORTION OF PARKING LOT NEAREST BUILDING. REFER TO ARCHITECT PLAN SET FOR ADDITIONAL INFORMATION. 0.0 0.0 I ¢at I '1 Io • I a I I" o /r:5 · I I E EDGE, 228, 304 and LEDway Luminaires PL09285-001, 120.10 Vac, 134W, TEST PROCEDURE: IESNA-LM-79-08, TEST DISTANCE = 29.36 Feet, Philips LED-INTA-0700C-210DO, 13136.0 0 ,Clrr'O'~OVO , 0.0 0 00 00 0 ' 00 0 0 0 0 I " dt II\ \I i ts -~ I t I 0 \ \ o.~::>;,-, I o. I a.a ~- .~ .{ 0.8 1.3 1.2 :'/-0.3 0 .5 0.7 QI:!!:]~ .P 0.2 0.3 0.8 . 1 • 0.1 ~ .1 0.2 0 .3 0.6 1,1 0.5 0.6 \ ~ I o.o 0.6 0.0 o1 0.8 \ 0.0 0 \ \ 0.0 \ \°'a I a. %° Loo a; 100 '. 0.0 \ 0.0 0.0 0.0 ... a.a If I I 0.0 0.0 . _. -_;;~k l 5 . .-~! . , ~~ ~-lJ_ ':. • • - ;, • ,1 .or --P:-r;:-1),6,-.-1 .0~--,_~--o y---o.6--;0.'7 1.3 U'Flt'"'77'9','$' • •1• ·._: .•• _. 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Alabama r~ P. 251.948.7181 ,::;;;;;;;;; ii Mobile, Alabama P. 251.344.4023 i.._~ ~ ~ Jackson, Mlssisslppl D ES I G N :~,:~;:,!~~~~:,, P. 850.203.4252 landscape architects www.wos-design.com [NI]@LJ ~ ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RINision_, ___________ _ ~ ~ Revisions / Submissions _ 08.25.25 -=C=ITY_,S=UB=M=ITT'-'AI.~----- -09.16.25 ..:C=ITY_,S=UB=M"-'ITT'-'AI.~----- ------------ ------------ ------------ ------------ ------------ ------------ ~t 2025 WAS Design Inc. These documents and their contents ore the property of WAS Design. hry reproductions, rwi1ions, modificotions or ust of theee documents without. tht expmawrittenconsentofmDNi;iinisprohibitedbylaw. AS '"""' WI Project Manager cw Princlpol 253097-225 Project No. BB Sheel:Tltle SITE LIGHTING PLAN ShNI: No. LElOO 22 6 1 5 H i g h w a y 5 9 N o r t h Ro b e r t s d a l e , A l a b a m a 3 6 5 6 7 Of f i c e : 2 5 1 . 9 4 7 . 3 8 6 4 P. O . 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SFCT c:,f<:11":::: 5A"<:1= 4R::::As Jrl--.-::.::, ,,;.'M') ~ST l'\-1:?:ITIVI= "'RMI=~ FO~ n::::-.L_ SL,Vt.c::::s OR FO~ .:::,)__ 0-1--::RSU":fAC-ES BK 13 AA'.::_p, vr, "":,,<'\\,D F'FY-:iS':i'?:5 :; ADVA'--.C._ A~ C F'A, $ :CLACK ':LACK 14 EXERIO'-:. BLOC-:K U,,/4L$, EIFS, s-~-::co. r--Er A_ ...,-TA r:x:::::RS r.zt: rl'slS l[D '1[-/l_ ( A::::-c~" s-vc::::::::: Er=s, E3_CCK -SLLC< SIG'\E3At-D 15 16 A B E F G l-+--+--+--+--+-+--+---1 H N Payton Rogers Approved City of Fairhope Planning Commission October 6, 2025 ZC 25.09 -Hill Top North ~ Proie ct Name: Hill Top North Site Data: 14 ac res Protect Tvoe: Conditional annexation to R-1 Low Density Single-Family Jurisdiction : Fairhope Planning Jurisdiction Zonina District: N/A PPIN Numbe r: 3747 General l ocation : Southwest of the intersection of Section Street and Twin Beech Road Surve't_or o[Record: Jade Consulting, LLC ---Eng_ineer o[ Record: Jade Consulting, LLC Owner L Develoe,e r: Achee Pro perties School Dis trict : Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Pre~ared b~: --Road D PUO -Planned Unit Development D R-1 Lo w Density Singl e-Famil y IZ'Z] TR -Tourism Resort District LJ Parcel ZC 25.09 – Hill Top North October 6, 2025 Page 1 of 6 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Achee Properties, for conditional annexation to R-1, Low Density Single-Family Residential District for Hill Top North. The property is approximately 14 acres and is located at 6796 Twin Beech Road. SITE HISTORY The subject site is currently located within Baldwin County jurisdiction. There have been no City of Fairhope Planning Commission or Board of Adjustment applications associated with this site. STAFF COMMENTS The subject site is currently zoned Base County Zoning District (BCZ) within Baldwin County jurisdiction. The Baldwin County Zoning Ordinance does not provide dimensional standards and is very vague regarding BCZ as it is intended to be a placeholder zoning designation. The site directly abuts TR, Tourism Resort District to the South as well as the original Hilltop Subdivision, zoned PUD within the City of Fairhope. All other properties abutting to the North, East, and West are located within Baldwin County jurisdiction and similarly zoned BCZ. All abutting properties are either undeveloped or being utilized for residential uses. An existing telecommunications tower is located on the subject site. As previously mentioned, if approved, the Applicant requests an R-1, Low Density Single-Family Residential District zoning designation. The City of Fairhope dimension standards and use table have been attached at the end of this report as an exhibit. Article III of the City of Fairhope Zoning Ordinance defines R-1 Districts and allowed Uses as follows: “R-1 Low Density Single-Family Residential District: This district is intended to provide choices of low- density suburban residential environment consisting of single -family homes on large parcels of land. It is sub- classified into four categories (R-1, R-1a, R-1b, and R-1c) based on lot sizes.” Properties zoned R-1 have a minimum lot area requirement of 15,000 square feet. The subject site is 13.71± acres (597,361± square feet) and as such, if approved, would have the potential for 39± lots to be proposed on site. However, it’s important to note that this calculation does not account for the existing telecommunications tower, lot setbacks, buffering, or consideration of other necessary infrastructure which will drastically reduce the number of potential future lots. If approved and annexed into the City, Staff supports the requested R -1 zoning designation as it is most analogous to the surrounding lots dimensions and existing land uses. Citizen Comments At the time this report was drafted no public comments were received. Wetlands The existence of wetlands on site will be confirmed, and protections will be addressed during the standard Subdivision and development process. ZC 25.09 – Hill Top North October 6, 2025 Page 2 of 6 Utilities Utility information was not provided with this application and is not required. Utility requirements will be addressed during the standard Subdivision and development process. ZC 25.09 – Hill Top North October 6, 2025 Page 3 of 6 REZONING CONSIDERATIONS Standards of Review: Article II Section C.1.e of the City of Fairhope Zoning Ordinance sets forth the following criteria for reviewing rezoning requests: 1) Compliance with the Comprehensive Plan; Staff Response: Compliant 2) Compliance with the standards, goals, and intent of this ordinance; Staff Response: Compliant 3) The character of the surrounding property, including any pending development activity; Staff Response: Compliant. Nearby properties consist of large parcels of land currently being utilized for residential and/or undeveloped areas. 4) Adequacy of public infrastructure to support the proposed development; Staff Response: The current application is a conditional annexation request for R -1 zoning without a Site Plan review. Future projects within the subject site shall be required to provide adequate public infrastructure. Development of the subject site requires Fairhope Water and Sewer services, hence the proposed annexation petition. 5) Impacts on natural resources, including existing conditions and ongoing post -development conditions; Staff Response: Existing conditions are primarily undeveloped aside from an existing telecommunications tower. Post development conditions may impact the existing natural resources on site. However, negative impacts will be limited as all future development must comply with the City of Fairhope Subdivision Regulations and Zoning Ordinance. 6) Compliance with other laws and regulations of the City; Staff Response: Full compliance with all municipal codes and ordinances will be required at the time of any future development. 7) Compliance with other applicable laws and regulations of other jurisdictions; Staff Response: Full compliance with all municipal codes and ordinances will be required at the time of any future development. 8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and Staff Response: Site conditions are primarily undeveloped aside from an existing telecommunications tower. Post development conditions may impact property adjacent to the site. However, negative impacts will be limited as all future development must comply with the City of Fairhope Subdivision Regulations and Zoning Ordinance. ZC 25.09 – Hill Top North October 6, 2025 Page 4 of 6 9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Staff Response: Site conditions are primarily undeveloped aside from an existing telecommunications tower. Post development conditions may impact the surrounding neighborhood. However, negative impacts will be limited as all future development must comply with the City of Fairhope Subdivision Regulations and Zoning Ordinance Recommendation: Staff recommends APPROVAL of ZC 25.09 – Hill Top North Conditional Annexation. EXHIBITS ZC 25.09 – Hill Top North October 6, 2025 Page 5 of 6 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Min. Lot Area / Allowed Units Per Acre (UPA) Min. Lot Width Front Setback Rear Setback Side Setback Street Side Setback Max. Total Lot Coverage by All Structures Max. Height R/A 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ R-1 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a R-1a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ R-1b 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ R-1c 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ EXHIBITS ZC 25.09 – Hill Top North October 6, 2025 Page 6 of 6 Excerpt from Table 3-1: Use Table Zoning Districts R-1 (a, b, c) Zoning Districts R-1 (a, b, c) Use Categories / Specific Uses Use Categories / Specific Uses Dwelling Service Single-Family ● Convalescent or Nursing Home ○ Two-family Clinic ○ Townhouse Outdoor Recreation Facility ○ Patio Home Day Care ○ Multiple-family / Apartment General Personal Services Manufactured Home Mortuary or Funeral Home Mixed-use Automobile Repair Accessory Dwelling Indoor Recreation Estate Dry Cleaner / Laundry Civic Personal Storage Elementary School ● Bed & Breakfast Secondary School ● Hotel / Motel Education Facility ● Boarding House or Dormitory Library ● Recreational Vehicle Park Place of Worship Restaurant Cemetery ○ Bar Hospital Entertainment Venue Public Open Space ● Marina Common Open Space ● Kennel or Animal Hospital Community Center or Club ○ Warehouse Public Utility ○ Junk Yard or Salvage Yard Office Manufacturing General Limited Professional Light Home Occupation э General Retail Food Processing Grocery Rural Convenience Store Agriculture General Merchandise Rural Market Shopping Center Plant Nursery Automobile Service Station Outdoor Sales Limited Outdoor Sales Lot Garden Center ● = Allowed By-Right Э = Special Conditions ○ = On Appeal Page 4of6 APPLICATION FOR ZONING DISTRICT CHANGE Property Owner / Leaseholder Information N arne: Achee Properties Phone Number: (251) -379-6218 ----------------Street Address: _1_s2:_s_2_H.:.lgh_w_a.:..y_1a_1 _____________________ _ City: Fairhope State: _AL __ _ Zip: _3_65_3_2 _______ _ Applicant / Agent Information rr different from above , Notarized letter from property owner is required if an agent is used for representation. Nanie: JADE Consulting, LLC Phone Number: 251-928--3443 ----------Street Address: 208 N. Greeno Rd., Ste. c City: Fairhope State: AL Zip: _3_65_3_2 _______ _ Current Zoning of Property: _s_c_z_. _Ba_s_e_co_m_m_u_n __ ity_Z_o_nl __ ng _______________ _ Proposed Zoning/Use of the Property: _R_1 _____________ _ Property Address: 6796 Twin Beech, Fairhope, AL 36532 Parcel Number: 05-46-09-30-0-000-021.000; PIN 3747 Property Legal Description: _s_ee_e_n_cJ_osed _________________ _ Reason for Zoning Change: Annexation and Rezone to R-1 to allow a 13 lot single family reslclentlat subdivision Property Map Attached Metes and Bounds Description Attached Names and Address of all Real Property Owners within 300 Feet of Above Described Property Attached. Character of Improvements to the Property and Approximate Construction Date: _212_6_12_& __ _ 13 lot single family resldenUal subdivision Zoning Fee Calculation: Reference: Ordinance 1269 I certify that I am the property owner/leaseholder of the above described property and hereby submit this application to the City for review. *If property is owned by F • Single Tax Corp. an authorized Single Tax representative shall sign thi P. a • Chris Achee Property Owner/ seholder Printed Name ~ Z5' Date Signature NA Fairhope Single Tax Corp. (If Applicable) Revised 06 2006 CITY OF F Al RH OPE P.O. DRAWER 429 FAIRHOPE, AL 36533 251/928-2136 PETITION FOR ANNEXATION STA TE OF ALABAMA )( COUNTY OF BALDWIN )( We, the undersigned PETITIONER(S), owner(s) of the lands in fee simple described in the attached EXHIBIT A, such property being without the Corporate Limils of the City of Fairhope, Alabama, but being contiguous to the said Corporate Limits; and such property not lying within the corporate limits or police jurisdiction of any other municipality, do, by these presents, hereby petition the City of Fairhope, a municipal corporation, that said property be annexed into the City of Fairhope, Alabama. The subject land is delineated on the map anached hereto as EXHIBIT B. This petition is filed under authority of Section 11-42-21, Code of Alabama, 1975, as amended. !✓I This petition is for R-1 Zoning D The condition of the Petition is that zoning he established as ________ _ Concurrent with Annexation. (Zonioi Request) Is this property colony property ___ Yes .ll}_No. If this property is colony p'Jferly the Fairho.pe Sin~•• Office must sign as a petitioner. d~~-. · Sandra Bonner Signature of Petitioner Print petitioner's name Signature of Petitioner Prinl petitioner's name Signature of Petitioner Print petitioner's name Physical Address of property being annexed: 6796 TWIN BEECH RD, FAIRHOPE Petitioner's Current Physical Address: 259 Washington Ave Apt 205 Miami Beach, FL 33139 Telephone Number(s): __ Home Petitioner's Current Mailing Address: Work County Tax Parcel Number. 05-46-09-30-0-000-021 .00_o ___ _ Backroom:Uscrs :mray :L1brary .Mail· POP ,..,.r,,,o h•""A"'n ---~ ,t•~"'V"J~ift:Q ",.,,fflrJQ{1V mhn• J:'UT c--"_..., (',.,,. th• 11 • ~o"'•"tt.,.~h D-hhl'\1"1 fnr "'""•Y ,t,...,,. Revised 06 : 2006 U.S JUSTICE DEPARTMENT INFORMATION 0 Size of property (acres or square feet) 13 .97 D If property is occupied, gi ve number of housing uni ts_? O Number of Persons residing in each unit, and their ra ce~-- 0 If property is unoccupied, give prop osed use Single Family Residential D If property is being developed as a subdivision , gi ve subdivision name Hill Top North O Number of lots within proposed subdivision _1_3 ___________ _ l,~CCA-~.tt-rJcJt~tary Public in and for said State and County, hereby certify that Sandra BoMiir whose namc(s) is/are signed to the forgoing Petition and who is :arc known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she /they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this {J_ day or/lUjll rt 20a.....-_ ......... __.,._~------ _.,.~fii ··, REBECCA SANCHEt (i~~\ !loury Public • sute of FIOr\dl ~Wj} Commlnton, HH 573959 6 ~ ~ rf .. / ».y Comm. £xplrfl IAAY 11' 102 f-Notary Public My commission expires M,a(1:= ~ @P9i.p_ I,-----~-------a Notary Public in and for said State and County, hereby certify that ____________ whose name(s) is ,are signed to the forgoing Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ___ day of _____ , 20 __ , (Seal) Notary Public My commission expires _______ _ I, _____________ a Notary Public in and for said State and County, hereby certify that ____________ whose name{s) is/arc signed to the forgoing Petition and who is/are known to me, this day appeared before me and, being first duly sworn, acknowledge that he/she/they have voluntarily executed this Petition on this day same bears date. Given under my Hand and Seal this ___ day of _____ , 20 __ , (Seal) Notary Public My commission expires Backroom·Users:mray .Library Mail · POP tnr,,,,. 1..,..,,,-1,.,.,. ,.,. .,, .,,.Q s:c;o "·· U,1,'Rnv· '" ..... ,.. .... r.'\l• C",-.,rm r..., .. ,'h .. ,~ -ft'Uft'I .. .,, ..... ~ p,.,.;hl"'lo., ,,.. .... ""'.,.. ,._ NOTARlZED AUTHORIZATION OF OWNER I/We, Sandra Bonner as the sole or joint fee simple title holder(s) of the property described as parcels 05-46-09-30-0-000-021.000 in the City of Fairhope, County of Baldwin, State of Alabama, authorize and JADE Consulting, LLC and/or their consultants to act as our agent to seek plan/development plan approval, DOT approvals, and /or all regulatory approvals in connection therewith, on the above referenced property. Company: ;J~~~ By: Sandra Bonner As Its: Owner Address: 259 Washington Ave. Apt. 205 Miami Beach, FL 33139 Phone:,~ la--~ ~ lo-Cjs \ fa S Fax: --------- Em a i I: s a bcnne.t-fut>@ ~-CL~O_~. C.Off\ STATE OF f/Drid q COUNTY OF /J4./.£4.MA-· ~ T he forgoing instrument was acknowledged before me this / / day offtc4ju..S 1"2"025 by Sandra Bo nner as its Owner . who is personally known to me or who has produced ~P L-(type of ID) as identification and who did not take an oath. Mm·~~~\ REBECCA WICHEZ l,ai; ~ii Notary Pllbllc • Stat@ of Florida \:!f-~r,.,~/ Commission II HH 573959 • ..... ,, .. ,,.. My Comm. Explm May 21, 2026 '\ STATE OF ~ ~cc~ 29NZJ1ez NAME OF NOTARY TYPED OR PRINTED COMMISSION NO:l-lft.6 '1Y{ ..j7 STELLAR Team – eXp Realty LLC 11 N Water Street, Suite 10290 Mobile, AL 36602 Date: July 17, 2025 To: City of Fairhope AND Mr. Pat Achee RE: Official Tower Ownership and Tenancy Disclosure – 6570 Twin Beech Road, Fairhope, Alabama Dear City of Fairhope and Mr. Achee, Please accept this letter as formal documentation regarding the ownership and tenant details for the telecommunications tower located at 6570 Twin Beech Road, Fairhope, Alabama as provided by Crown Castle USA Inc. In response to your request, we are providing the following verified information: Tower Owner: Crown Castle USA Inc. 8020 Katy Freeway Houston, TX 77024 www.crowncastle.com Crown Castle Contact: Jim W. Robinson Real Estate Specialist III – Foreclosures / Operational Support Phone: (713) 570-3071 Fax: (724) 416-6271 Confirmed Tenants: (Lessee Carriers on the Tower) ● Verizon Wireless ● Southern Communications Services, Inc. ● AT&T Mobility ● DISH Wireless LLC If you require any additional documentation or clarification, please don’t hesitate to contact me directly. Sincerely, Cheryl Stovall STELLAR Team – eXp Realty LLC cheryl.stovall@exprealty.com (251) 206-9336 STATE OF ALABAMA COUNTY OF BALDWIN COMMENCING AT THE NORTHEAST CORNER OF SECTION 30, TOWNSHIP 6 SOUTH, RANGE 2 EAST BALDWIN COUNTY, ALABAMA AS SHOWN ON SURVEY BY GEO-SURVEYING, INC. DATED 11/08/99; THENCE RUN SOUTH 89°-53'-59" WEST ALONG THE NORTH LINE OF SAID SECTION 30 A DISTANCE OF 1,115.33 FEET; THENCE SOUTH 00°-06'-01" EAST A DISTANCE OF 41.51 FEET TO A CAPPED REBAR (WATTIER) ON THE SOUTH RIGHT-OF-WAY LINE OF TWIN BEECH ROAD (80' R/W) AND THE POINT OF BEGINNING OF THE FOLLOWING DESCRIBED PARCEL; THENCE RUN SOUTH 03°-08'-50" WEST A DISTANCE OF 165.57 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN SOUTH 87°-16'-08" EAST A DISTANCE OF 209.00 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN SOUTH 40°-15'-32" EAST A DISTANCE OF 28.00 FEET TO A 1/2" OPEN TOP PIPE; THENCE RUN NORTH 84°-29'-43" EAST A DISTANCE OF 167.50 FEET TO A 1" OPEN TOP PIPE; THENCE RUN NORTH 89°-36'-27" EAST A DISTANCE OF 232.03 FEET TO A CAPPED REBAR (R&C); THENCE RUN SOUTH 00°-05'-46" EAST A DISTANCE OF 428.55 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN SOUTH 89°-57'-54" WEST A DISTANCE OF 165.27 FEET TO A CAPPED REBAR (FAIRHOPE) AT THE NORTHEAST CORNER OF HILL TOP SUBDIVISION, PHASE TWO AS RECORDED IN SLIDE 2893-F OF THE RECORDS IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA; THENCE RUN SOUTH 89°-19'-43" WEST ALONG THE NORTH LINE OF SAID SUBDIVISION A DISTANCE OF 457.58 FEET TO A CAPPED REBAR (HMR) AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE RUN NORTH 89°-41'-56" WEST A DISTANCE OF 541.09 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN NORTH 00°-03'-42" WEST A DISTANCE OF 603.45 FEET TO A CAPPED REBAR (ILLEGIBLE) ON THE SOUTH RIGHT-OF- WAY LINE OF TWIN BEECH ROAD; THENCE RUN NORTH 89°-17'-51" EAST A DISTANCE OF 547.34 FEET TO THE POINT OF BEGINNING. THE DESCRIBED PARCEL CONTAINS 13.71 ACRES, MORE OR LESS, AND IS THE SAME PARCEL AS DESCRIBED IN THE STATUTORY WARRANTY DEED RECORDED AS INSTRUMENT 1873518 OF THE RECORDS IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA. NOTES 1 1£Ftn'UITVDJH11~15-!illl'lll(lllffJIYA.fl.ml6.JWU lt~T[llil"lit:,. Q"~ 1(1 41G'OIQ)JC(.Ulll.1)4rE:l~On,:rtf, IIICIIS !Jjll'#,I 10 EK. Ill F1,IDI ~ :C~IMitAOCO'"- Z. N5~1XeHQJ~J;t--,TIIU"l;IIIE.l.:DiiJIIJ~OnlDI 1t".Jl,l'Jtt,l,fli!I-IOtt.T '¥r:aE"Ollff.DF,UCl!'~WI' Tltl QDI, ~ f)jUlt[J,1'5!fiOW,i~~~ll;l~p,[l!lll~\O!IICl,i._ IM.IIJM ~ 11M (NA~ AMII tat[ lUIA.QO ON-.'giI ~.A SUK lf'5 r::85P:,•POISffl>.l ll(Jitf'lroCC.SSO llf~('j\,S, t . ~.iiL.cotelNlD~IO£ai~ltGDDGll10Sl~•~ =<lll~~~~~~y~~~~ ~ ~lift"" ~ IEl'olilllE59ICN!KmlJ,AIILST~Etl'I..All:(D[Cllil~lt:CRll!ls'lllaS. SCl,LlF.\CQOJl'IQUI~ t, ll[Mll!tiSSI01M lllGIN,All!.s'r•~Pu.1£~t!IMI~ tlJll{IIOOl(t. 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