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HomeMy WebLinkAbout12-01-2025 Planning Commission Agenda Packet Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer Fairhope Planning Commission Agenda December 1, 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 Jimmy Conyers (CC) (CC) City Council Representative 2. CONSENT AGENDA • Approval of Minutes – November 6, 2025 • UR 25.14 Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 11,905 LF of buried cable at 8528 Lake View Drive. 3. REGULAR AGENDA OLD BUSINESS NEW BUSINESS A. SR 25.06 Request of the Applicant, Element 3 Engineering, LLC, on behalf of the Owner, Coast Properties LLC, for Site Plan Approval of Pelc Tire Auto Service Center. The property is approximately 1.22 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of the Encounter Development on the northeast corner of State Highway 181 and State Highway 104. PPIN #: 627497 B. SR 25.07 Request of the Applicant, Jade Consulting, LLC, on behalf of the Owner, Planters Pointe Partners LLC, for Site Plan Approval of Advanced Auto Parts. The property is approximately 1.09 acres and is zoned B -2 – General Business District. The property is located on Lot 9 of the Planters Pointe Development on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 626314 Council Chambers, Fairhope Municipal Complex, 161 N Section St For more information, please visit: fairhopeal.gov/departments/planning-and-zoning Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer C. SR 25.09 Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is approximately 1.01 acres and is zoned B-2 – General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 626310 D. SR 25.10 Request of the Applicant, Kadre Engineering, on behalf of the Owner, Fairhope Land LLC, for Site Plan Approval of Culver’s Fairhope. The property is approximately 1.31 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. PPIN #: 626312 E. SR 25.08 Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B-2 – General Business District. The property is located at 301 Fairhope Avenue. PPIN #: 14359 F. SD 25.16 Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit multiple occupancy project. The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. PPIN #: 14359 G. SD 25.17 Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, 68V Harvest Green West 2022, LLC, for Final Plat Approval of Harvest Green West, Phase 2, a 72-lot subdivision. The property is zoned PUD – Planned Unit Development. The property is approximately 41.65 acres and is located on the west side of State Highway 181 near The Waters Subdivision. PPIN #: 17737 H. SD 25.19 Public hearing to consider the request of Dewberry, on behalf of the owners, James M and SM Scopolites, for preliminary plat approval of Dresden Woods, a 4-lot subdivision. The property is zoned R-1 – Low Density Single-Family Residential District. The property is approximately 4.62 acres and is located on the northeast corner of Bishop Road and Gayfer Road Extension. PPIN #: 43888 4. ADJOURN November 6, 2025 Planning Commission Minutes The Planning Commission met Monday, November 6, 2025, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Erik Cortinas; Hunter Simmons, Planning and Zoning Director; Payton Rogers, Planning and Zoning Manager, and Cindy Beaudreau, Planning Clerk. Absent: Hollie MacKellar Chairman Turner called the meeting to order at 5:00 PM. Consent Agenda • Approval of the Minutes October 6, 2025 • Approval of Amended 2026 Meeting Schedule • UR 25.13 Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 20,984 LF of buried cable at 9148 Fairhope Avenue. Hunter Simmons, Planning and Zoning Director, presented the request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of approximately 20,984 LF of buried cable at 9148 Fairhope Avenue. Mr. Simmons shared the zoning map and aerial map. Staff recommends approval of UR 25.13 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. November 6, 2025 Planning Commission Minutes 11. For permitting purposes, applicants shall provide subsurface utility engineering quality-level C, unless otherwise required by the Fairhope Building Department. John Worsham made a motion to approve the consent agenda including the minutes. Kim McCormick seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None Old Business • ZC 25.06 8505 County Road 34 – Request to withdraw by applicant New Business A. ZC 25.10 Public hearing to consider the request of the Applicant, S.E. Civil, on behalf of the Owner, FST Bonnie Baker, to rezone property from R-A, Residential/Agriculture District to R-1, Low Density Single-Family Residential District. The property is approximately 10 acres and is located at 19763 State Highway 181. PPIN #: 15456 Payton Rogers, Planning and Zoning Manager, presented the request of the Applicant, S.E. Civil, on behalf of the Owner, FST Bonnie Baker, to rezone property from R-A, Residential/Agriculture District to R-1, Low Density Single-Family Residential District. The property is approximately 10 acres and is located at 19763 State Highway 181. Mr. Rogers shared the zoning map and aerial map. Staff recommends approval of ZC 25.10 to City Council. Larry Smith, S.E. Civil, explained that they had suggested R-2, but Planning and Zoning recommended R-1 and continued that the owner wants to build something that Fairhope would be proud of. Will Hightower, Tower Homes, shared that they are a family owned and operated business in Birmingham. They noticed a gap of homes ranging from $500,000 to $1,000,000 and want to work on filling that gap with this project. John Worsham made a motion to recommend approval of ZC 25.10 to City Council. Erik Cortinas seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner; Rebecca Bryant; Jimmy Conyers; John Worsham; Harry Kohler; Paul Fontenot; Kim McCormick; Erik Cortinas Nay: None November 6, 2025 Planning Commission Minutes Adjournment John Worsham made a motion to adjourn. AYE: Rebecca Bryant; Kevin Boone; John Worsham; Paul Fontenot; Kim McCormick Nay: None Adjourned at 5:10pm. _______________________ ________________________ Lee Turner, Chairman Cindy Beaudreau, Secretary This digital package has been condensed for size and some documents may not contain all the original pages. All submittals were reviewed in full by staff in preparation for the reports prepared for the Planning Commission. City of Fairhope Planning Commission December 1, 2025 UR 25.14 -8528 Lake View Drive Project Name: 8528 Lake View Drive -Site Data: N/A Project Tvoe: 11,905 LF of buried cable Jurisdiction: Fairhope Planni ng Jurisdiction -Zoning District: N/A PPIN Number: N/A General Location: North of Twin Beech, between Greeno and County Road 13 Surve'{_or o[ Record: N/A -Engineer o[ Record: N/A Owner L Develoe_er: C-Spire School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Prel!ared bl£: Name -8·1 Local Shopping District c::J 8-2 General Business District -8·3b Tourist Resort Commercial -B-4 Business and Professional c::J HTD -Highway Transitional District c:::J M-1 Light Industrial District c::J PUD • Planned Unit Development c::J R-1 Low Density Single-Family D R-2 Medium Density Single-Family D R-3 High Density Single-Family c::J R-3 PGH High Density Single-Family c::::J R-3 TH High Density Single-Family -R-4 Low Density Multi-Family N ~ WWE s UR 25.14 – 8528 Lake View Drive December 1, 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 11,905 LF of buried cable at 8528 Lake View Drive. 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. FAIRHOPE IIAI.DhlN coutffT,AI.AIL-.i.v. e .., 3 a: :,,.. cc i ... -~ 1 a: ~ 6 V i s Fe.,,1,~7,.,.41 ~ ~ >-., '0 Twin BeKh R UR 25.14 – 8528 Lake View Drive December 1, 2025 Page 2 of 4 • 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. • 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. UR 25.14 – 8528 Lake View Drive December 1, 2025 Page 3 of 4 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. • 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 25.14 – 8528 Lake View Drive December 1, 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 25.14 – 8528 Lake View Drive 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 Null City of Fairhope Planning Commission December 1, 2025 SR 25.06 -Pelc Tire Auto Service Center Project Name: Pelc Tire Auto Service Center Site Data: 1.22 acres Project Tvoe: Site pla n approval Jurisdiction: Fairhope Planning Jurisdiction Zoning_ District: B-2 General Business District PPIN Number: 627497 General Location: Northeast corner of State Highway 181 and State Highway 104 Surve'L,or ot Record: Element 3 Engineering, LLC Eng_ineer ot Record: Element 3 Engineering, LLC Owner L Deve/012.er: Coast Properties, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommendation: f pproved w/ Conditions Preeared hll: Name --Road c::::J B-2 General Business District LJ Parcel c::::J Corporate Limit s N & WW E s APPLICATION FOR SITE PLAN APPROVAL Application Type : Attachments : 0 Site Plan 0 Alticles of Incorp oration or Li st all a ssociated in ve stor s Date of Application : _______ _ Property Ow ner / Leaseho l der Information Name of Property Ow ner: Coast Properties LLC Phone Number : 251-332-4413 Address of Property Ow ner : _67_S_h_el_l_R_o_ad ______________ _ City: Saraland State: AL Z i p : 36571 Proposed S i te Plan Name: Pelc Tire Auto Service Center Site Acreage: 1.22 Sq . Footage: _5_3 __ ,_18_1 _____ _ Parcel No: 05-46-01-02-0-000-001 .973 Current Zon i ng: __ B_-_2 ____ _ Authorized Agent Information Name of Authorized Agent: Element3Eng ineering LLC Address: 3938 Government Blvd. Bldg. A Suite 104 Phone Number: 251-287-1296 City: Mobile State: _A_L ____ _ Z i p: _3_66_9_3 __ _ Contact Person: Dustin Britton Eng i neer / Architect Inform at ion Name of F i rm: Element 3 Engineering LLC Phone Number: 251-287-1296 Address: 3938 Government Blvd . Bldg . A Suite 104 City : Mobile State: AL Z i p: _3_66_9_3 __ _ Contact Person: Dustin Britton I cer t if y th at I am the p r opert y ow ner / leasehol d er of t he above desc r i b ed proper t y a n d her eby submit th i s s it e p lan t o the C it y for rev i ew . *If p r opert y is ow ned b y Fairhope Single Tax Corp . an au t hor ized Si n gl e Ta x representat ive shall sign t h i s applicat i o n . Toby Williams ___ """2""""'_17 ___________ _ Pr opert y Ow ner / Leaseholder Pr i nt ed Name Signat u re 08/25/2025 Dat e Fa i rh ope Si ngle Tax Cor p. (If App li ca b le) SR 25.06 Pelc Tire Auto Service Center December 1, 2025 Page 1 of 8 SUMMARY OF REQUEST Request of the Applicant, Element 3 Engineering, LLC, on behalf of the Owner, Coast Properties LLC, for Site Plan Approval of Pelc Tire Auto Service Center. The property is approximately 1.22 acres and is zoned B-2 – General Business District. The property is located on Lot 7 of the Encounter Development on the northeast corner of State Highway 181 and State Highway 104. SITE HISTORY The Encounter Development was annexed into the City on March 22, 2023, via Ordinance #1772 (ZC 23.01). The Ordinance and ZC 23.01’s NOA are within the packet. SD 24.13 subdivided the subject property into the current existing lots in July 2024. SD 24.13’s NOA is within the packet. There are no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. The Encounter Development has the following setbacks: Front – 20’; Rear -0’ (20’ if abutting residential); Side – 0’ (10’ if abutting residential); Side Street – 20’; AL Hwy 104 – 100’ from ROW centerline; and AL Hwy 181 – 125’ from ROW centerline. The building on Lot 7 is situated so that it faces Bushel Drive where the entrance is located. The side street is Encounter Drive where there is a 25’ setback. The side street setback is the only setback that exceeds the minimum setbacks for Encounter Development. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30’. The proposed building height for the one-story structure is 22’-8”. The proposed building is 7,965 sf and occupies almost 15% of the site. Building materials consist of EIFS siding and stacked stone veneer with metal flashing. Building elevations have been attached to the end of this report as an exhibit. Parking – The site plan illustrates a surplus of parking with an acceptable 21 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 provides three (3) pervious parking spaces facing Encounter Drive. There are seven (7) compact parking spaces. More than the 30% required. SR 25.06 Pelc Tire Auto Service Center December 1, 2025 Page 2 of 8 Trees and Landscaping - The City Horticulurist states that the proposed palm trees do not count towards the required perimeter trees. There are existing overstory (frontage) trees that do count towards the required perimeter trees. He further suggests spacing the proposed palm trees away from the existing frontage trees for optimum growth and to use appropriate tree protection during the construction phase. Section 20.5-4(4) of the Tree and Landscape Ordinance (#1444) calls for “The required landscape area between vehicle use area and public right-of-way shall be planted with a solid unbroken visual screen at least forty-eight (48) inches in height at planting…” The northern part of subject property that is adjacent to Encounter Drive is lacking the aforementioned requirement. Proposed sweet viburnum provides the “solid unbroken visual screen” along Bushel Drive and AL Hwy 104. Forty-eight inch (48”) plantings need to be added along Encounter Drive. This will help screen the dumpster enclosure as well. See Exhibits. Connectivity - COMPLIANT The site plan includes an existing concrete sidewalk along Encounter Drive. The concrete sidewalk connects with an existing asphalt path parallel to Bushel Drive. There is an additional access from the parking lot to the aforementioned asphalt path. There is a 5’ interior sidewalk or 6’ concrete apron around ¾ of the building. Drainage - COMPLIANT Drainage has been accounted for the entire Encounter Development in accordance with SD 24.13; thus, there are no retention/detention facilities required on individual lots. Stormwater from the site will be distributed to a pipe network that runs along the east property line that carries runoff to the existing shared detention pond on Lot 12. Drainage Report included in the packet. Exterior Lighting - Per Article IV, Section B(3) parking lots with 50 or fewer spaces shall have light poles that do not exceed 10’ overall height. There are 21 proposed parking spaces. Sheet C1.2 is the photometric plan. The second light listed (Label G) on the Luminaire Schedule reads 14’ for mounting height. These lights shall be amended or replaced so as not to exceed 10’ overall height, and an amended photometric plan shall be submitted with the building permit. Mechanical Equipment - COMPLIANT The proposed mechanical equipment is included in the plans with proper screening. There is not any mechanical equipment located on the roof. Dumpster - COMPLIANT The Site Plan illustrates a dumpster with fenced screening just northwest of the proposed building. The dumpster enclosure is adjacent to Encounter Drive. Extending the aforementioned required “solid unbroken visual screen” along the northern property line adjacent to Encounter Drive beyond the vehicular use area to include the dumpster enclosure better satisfies screening requirements. Signage - TBD Signage will be reviewed at time of a sign permit submittal. NON-COMPLIANT NON-COMPLIANT SR 25.06 Pelc Tire Auto Service Center December 1, 2025 Page 3 of 8 Erosion and Sediment Control – 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 are met and at time of building permit will be further verified. Traffic – Note #8 on the Final Plat for Encounter Commercial Development requires a projected trip generation for each lot. Applicant provided a Trip Generation Memo that is included in the packet. The Memo concluded that the trip generation rates should not negatively impact the overall traffic flow within Encounter Development. Three (3) turning radii are provided to illustrate how each type of vehicle will maneuver throughout the site. See Sheets C1.3-C1.5. Lot Access - SD 24.13 provided certain road cuts for each lot within Encounter Commercial Development. Lot 7 may have up to two (2) turn-outs. One (1) from Encounter Drive and one (1) from Bushel Drive. The site has one (1) entrance/exit to Bushel Drive. Comprehensive Plan - Encounter Development is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are additional commercial uses. Benefits to the Community - COMPLIANT There are several 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. COMPLIANT COMPLIANT COMPLIANT COMPLIANT SR 25.06 Pelc Tire Auto Service Center December 1, 2025 Page 4 of 8 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth the following criteria for reviewing rezoning requests: 1) Compliance with the Comprehensive Plan; 2) Compliance with any other approved planning documents; 3) Compliance with the standards, goals, and intent of this ordinance and applicable zoning districts; 4) Compliance with other laws and regulations of the City; 5) Compliance with other applicable laws and regulations of other jurisdictions; 6) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; 7) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values; 8) Overall benefit to the community; 9) Compliance with sound planning principles; 10) Compliance with the terms and conditions of any zoning approval; 11) Any other matter relating to the health, safety, and welfare of the community; 12) Property boundaries with dimensions and setback lines; 13) Location of proposed buildings and structures indicating sizes in square feet; 14) Data to show percentage of lot covered with existing and proposed buildings; 15) Elevations indicating exterior materials; 16) The locations, intensity, and height of exterior lights; 17) The locations of mechanical equipment; 18) Outside storage and/or display; 19) Drive-up window locations (must be away from residential uses/districts and not in front of building); 20) Curb-cut detail and location(s); 21) Parking, loading, and maneuvering areas; 22) Landscaping plan in accordance with the City Landscape Ordinance; 23) Location, materials, and elevation of any and all fences and/or walls; 24) Dumpster location and screening; and 25) Location and size of all signage. Recommendation: Staff recommends APPROVAL of SR 25.06 –Pelc Tire Auto Service Center Site Plan with the following conditions: 1. Revise landscape plans to add perimeter landscaping on property that is adjacent to Encounter Drive ROW (including screening the dumpster enclosure in that area) per Ordinance #1444 and staff comments; and 2. Revise photometric plan in compliance Article IV, Section B(3) (10’ MAX height limit for parking lot lighting). EXHIBITS SR 25.06 – Pelc Tire Auto Service center December 1, 2025 Page 5 of 8 Proposed Site Plan SSW _,,,_.,. ll\._,_la2.l!llil'(I"} lhV-101-46'(0Ul) CII.AlilAGE llit.ET ~112.•· 1h:r-=1CIU2'{11t) 11tV-1~N'(OOT} 11-11t0AT=11I.t2' FHfl.. ~ Q STATE HIGHWA Y 104 (R/''11 VARl ~S ~- ~ p ii ♦5' ltl t ..._ <.:> ~o O U") -~ 85 ± (/)(I) -0 l5 U.: II a::: (/) w 0... lJj u..: <O • O'> LL r< 18U(~S[TRQO WTII~~ ►1"917'-'2 £-'!!lllll.1.36 [Lf¥--oll1.N' q ~ ill 1 , ~ I ~ ~ L ·-··-··-··- ~~~ ◄• 'SEJ8,\QC ::;~ ~~~ DlST ~ 8 ~ EXIST. 2'' OAK :z· OA ½=0 =-: N a51·~e·33· w ao.21 · (ACT} 1f" Wl!ll.17' EXHIBITS SR 25.06 – Pelc Tire Auto Service center December 1, 2025 Page 6 of 8 Elevations Pelc Tire A UTO SEDVI CE C FNl£rl ..,.,.__) ,,._, ~ 1/a!'",Mm + ,..vJi.li + ~ ./ • EXHIBITS SR 25.06 – Pelc Tire Auto Service center December 1, 2025 Page 7 of 8 Proposed Landscape Plan , ISrit-""I P; n B'ct. • I SwLJ(ll \lib!.011u11 ,'I 'll. 1, e,;1m,:,11.-, $a,· 'l'.l.M. Ru,:m 1 g11. l'Oci. Ma!lie i;i rse' -.:U:a!B::aftl~Q/f~in~=::l!,.· ---~ Z'cd ... Brodie' Jimlpi!r I :2' 1G s,a], -._ ''---?..!!., ~tdl~Dri~ • .!!:·n'..!R<~•~""'-fl--:J:::_611_at.7. \" IBal:I 1r,,.;; I 6 ~ il.JI. 1~t. M;Y~ Fl<>So I 11° g, I ;'ll,:I Ml ··1 ;r-u l I • "'-.,-...___J. .... 1<1[ lllln'IU!l j ,~ .t t·,t. I ·1 -. ' . ~ --~,.-~, Lil:'Jr, _________ •-••- EXHIBITS SR 25.06 – Pelc Tire Auto Service center December 1, 2025 Page 8 of 8       !"!#$% "#&'(( Q]^TR^T]TVSITE PLAN SCALE, 1" ~ 20' 2rf rt 2rf I I I-:" -------- 1 20'-o" <I> +c-...J.===~<f- ZONING, 8-2 NEW BUILDING SIZE: 7,965 sf USE,TIRESTORE BUILDING HBGHT, 22'-B' REfAILSEIBACKS: FRONT= 20'-o" SIOE = 0'-0" REAR= 0'-0' DESCRIPTION PROPERTY AREA BUILDING AREA Q ASPHALT/CONCRETE PAVING GRASSED/LANDSCAPED AREA REQD 56 THICK CONG APRON W/ ONTROL JOINTS O 10' o/c. REF CITY OF MOBILE R.O.W DWG 3 PROPOSED 7,965 S.F. BUILDING F.F.E. = 114.50 ,------~ l"J -LJ ----~ _ _., ~ ~ _§] --q ~uuuuuuu «uuuuuuuuuuuu~ SITE S 00'02'57" W 315.90' (ACT) S 00"03'43N W 315.94' (REC) DATA: ill '§~~ lilil ~!/ff "' 0 f&I ,. !:l !{J '--fo oi?i N, "' 8 n ~ ~ PARKING DATA AREA 53,181 SF= 1.22 ACRES 7,965 SF = 0.18 ACRES 22,095 SF = 0.43 ACRES 23,121 SF= 0.53 ACRES % OF PRCPERTY AREA 1-4.75% 41.81~ 43.44% PARKING REQUIRED OFFICE 2,285 SQ.FT. - (400-5000 SQ.FT. 4 + 1 PER ADDITIONAL 400 SQ.FT.) AlITOMOBILf SERVICE STATlON 7 BAYS (2 + 1 PER BAY) PARKING PROVIDED COMPACT PARKING SPACES (8',15') PARKING SPACES (10'x20') HANDICAPPED PARKING SPACES (11 \20') TOTAL PARKING SPACES PROVIDED 0 )> ;s $>' ~0 1 ~-d 9 SPACES 9 SPACES 7 SPACES 13 SPACES 1 SPACES 21 SPACES I ~ "' FEMA FLOOD NOTE: I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP # 01003C0661 M , AND FOUND THAT THE ABOVE DESCRIBED PROPERTY IS SHOWN IN FLOOD ZONE '')(" UNSHADED ON PANEL 661, APRIL 19, 2019 LEGAL DESCRIPTION LOT 7 OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDl"1SION. INSTRUMENT NUMBER, 2024468 AS RECORDED IN THE JUDGE OF PROBATE'S OFFICE, BALD\\1N COUNTY, ALABAMA. G-\ , ........ \..J VICNITY MAP N.T.S. 0 UTILITY NOTE: SITE CONTRACTOR SHALL CONTACT ALABAMA 1 CALi AND HAVE ALL EXISTING UTIUTlES LOCATED PRIOR TO EXCAVATlON. All UTILITIES TO SERVE BUILDING SHALL BE COORDINATED WITH OWNER AND RESPECTIVE UTILITY COMPANY PRIOR TO COMMENCEMENT OF SITE WORK. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDmON, PART VI, REV. 3, SECTION 6F, OURING ANY CONSTRUCTION WITHIN RIGHT OF WAY ADJACENT TO ENCOUNTER ORM: engineering Element; engineering 2 0 0 JOB NO. <!] (II (II "' ~ " " z < "' "' "' "' (II 0 0 " a. 0: ~ :::, a. u I ,= 0: ...J "' :::, a. "' 0 0 "' "' (II 0 :, 0 "' < 0: r--- II) N N'- '-0 O> ~ 25-053 DATE: 09/22/2025 DRAWN BY: DHB SCALE: SHOWN SHEET NO.        !"#  $ %&'' P\]SQ]S\SU I I I I ( r~ c.o. "- 0 "- 4" CURB 6' HIGH WOOD FENCE W/ GAIT (OPTIONAL) CONCRETE Fl LLED STEEL PIPE BOLLARD, TYP. OF 6 4" HIGH CONC CURB TYP ALL SIDES "- I "- TO S.S. r-- I 4" 5'-0" CAN WASH >-lw HOT & COLD }1---CL ro o WAlER '--" -(n "-"- • • 10'-0" PLAN VIEW N.T.S b I 1n ., "' :::, 0 ':.t z 'i b ~ b ..!. 6X6 TREATED POSTS @ 5'-0" O.C. FOR FENCE ENCLOSURE, TYP. ON THREE SIDES 1 ,_,• 6" SLAB / #4 BARS @12" O.C., E.W. DUMPSTER PAD NOTES: 1. ALL CONCRETE TO BE 3000 PSI AND ALL REINFORCEMENT TO BE GRADE 60. 2. ALL WOOD FOR ENCLOSURE TO BE PRESSURE TREATED PINE AND SHALL BE PRIMED AND PAINTED. COLOR PER OWNER. 5. GATE FROM EXISTING DUMPSTER TO BE REUSED AT NEW DUMPSTER. 6. CURB AND GUITTR ON SOUTH SIDE OF NEW DUMPSTER SHALL REMAIN AS IS FOR PROPER DRAINAGE. 6X6 TREATED POSTS (BEYOND) H/C WAlER TOP OF DRAIN 6" HIGH CURB ON THREE SIDES 2 #4 BARS, CON'T I B" I COMPACTED FILL ,l'-------t EXISTING ASPHALT TO BE REMOVED TYPICAL SECTION DUMPSTER PAD N.T.S engineering Element; engineering 2 0 0 JOB NO. 25-053 DATE: 09/22/2025 DRAWN BY: SJF SCALE: SHOWN SHEET NO.       ! "#$ !% &'(( LUMINAIRE SCHEDULE S)'Tibol Lobel Qty Catalog Number Description Mounting Height Fffe Lumens LlF ! H 8 BLS-ARL.ll-14-0-27-l£D 10' AFG DDK-D-SQ-T3----AD BLS-ARLM-16985 0.32 120-1-27-T3.les "2" G 5 OWP-FC-201-l£D-14' >FF 4500L-600Cl.-OWP-FC-201-7242 0.BO DIM10-MVOLT-30K-l£D-4500L- -4-0K-50K-6000L-DIM10- BZ(6000L) MVOLT-30K- 4-0K-501<- BZ(6000L).IES "2" OWS-FC-213-l£D- F 10 CCT-RD-2000L-10' >FF OWS-FC-213-1867 0.BO DIMlR-MVOLT-L£D-CCT-RD- 2700K-3000K-2000L-DIM1R- 3500K-4-000K-MVOLT-2700K- 5000K-BK 3000K-3500K- 4-000K-5000K- BK.les STATISTICS Description S)'Tibol A,g Max Min Mox/Min A,g/Mln Parking + 1.9 fc 9.6 fc 0.2 48.0:1 9.5:1 Property Line + 0.0 fc 0.4 fc 0.0 fc N/A N / A ENCOUNTER DRIVE 0 1B . <C on. N 0 ~~ i.e +2.3 +1.4 L -g +0.2 +0.2 +0.2 +0.2 +o.3 •0.2 •0.2 •0.2 •a.3 \ •o.4 •a.3 •0.2 •a.J i.o •0.1 •0.2 •o.3 \ •2.5 •1.1 •0.2 •0.2 •a.1 •0.2 •1.4 •a.2 •1.8 •o.4 •1.1 •o.e \ Watts t\ •o.s •o.4 •o.e •a.4 "%.: \ <~\ •a.a i.o 'i <" \ 120 55.9 22.62 \ \ ---------- +0.1 •0.1 •0.1 •o.e .... 0.0 •0.1 •0.1 •o.s •0.1 •0.1 •0.1 •a.a l.O i.2 •1.4 i.9 •2.1 i.3 •o.s •a.s •a.3 •0.1 •0.2 •0.2 •0.2 •o.4 •o.J "'i.s •2.s H STATE HIGHWAY 104 engineering Element; engineering U) z 0 U) ~ a:: "O ., > e C. C. < I!! C: z "' 0 "' :g_ "' 0 ·c: " u 1:: en ., Cl c3 "' "' a. C "' "' :;: "' "' 0, 2 -::::. 0 Cl ,,,,1111111/1 ,,, .......... , :, ,,,,,,,,,111 NEI\,,,,,,,,' ""'f\ /19/2025 JOB NO. 25-053 DATE: 09/22/2025 DRAWN BY: BNG SCALE: SHOWN SHEET NO.         !"#  $ %&'' UU^US^X\XR l TRAVEL PA TH PLAN SCALE: 1" = 20' ~ u ~ ~ --------~ Q REQD 5• THICK CONG APRON W/ CONTROL JOINTS @ 10' 0/C. PROPOSED 7,965 S.F. BUILDING F.F.E. = 114.50 ,------~ l"J -LJ ----~ ---" ~ Iii_§] --q kl§§§§§§§ 1' § § § § § § § § § § § #/4 [i] S 00·02'57" W 315.90' (ACT) S 00"03'43" W 315.94' (REC) i$f "'~~ fE;,,,§ fil fi ::ti: ~ffffff 1:1 _1.~fg FEMA FLOOD NOTE: UTILITY NOTE: "{ ~ 8 n I ~ I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP # 01003C0661M , AND FOUND THAT THE ABOVE DESCRIBED PROPERTY IS SHOWN IN FLOOD ZONE •x• UNSHADED ON PANEL 661, APRIL 19, 2019 SITE CONTRACTOR SHALL CONTACT ALABAMA 1 CAl.l. AND HAVE ALL LEGAL DESCRIPTION EXISTING UTILITIES LOCATED PRIOR TO EXCAVATION. ALL UTILITIES TO SERVE BUILDING SHALL BE COORDINATED WITH OWNER AND RESPECTWE UTIUlY COMPANY PRIOR TO COMMENCEMENT OF SITE WORK. LOT 7 OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDl~SION. INSTRUMENT NUMBER, 2024468 AS RECORDED IN THE JUDGE OF PROBATE'S OFFICE, BALD\\1N COUNTY, TRAFFIC CONTROL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCDRDANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, PART VI, REV. 3, SECTION 6F, DURING ANY CONSTRUCTION WITHIN RIGHT OF WAY ADJACENT TO ENCOUNTER DRM' ALABAMA. 0 )> ;,; ~~~ ~~~ w "' -s;-.-..1 ,.,>I 82 I I ~ GARBAGE TRUCK TURN RADIUS N.T.S. engineering Element; engineering "O ., > e ID ID ID C. C. I I I < C C C <9]~ (II z w (II ,. w ~ u :,; C: u z 0 U) < w u z 0 w "' ~ :g_ :,; 0 (II 0 U) 'C: 0 u u a. ~ u 0: ~ 0: en :::, w a:: ., a. u a. Cl I ,= 0: C w ..J w C :::, a. C ,. C < C w I-w (II w C :;; w C w I < 0: (II ,-... 0, 2 II) N '-N-....._ 0 -...... 0 Cl O> ~ JOB NO. 25-053 DATE: 09/22/2025 DRAWN BY: DHB SCALE: SHOWN SHEET NO.    !" #$% "& '()) WW`WU`Z^ZT ~ TRAVEL PA TH PLAN SCALE: 1" = 20' 'JS/ rJ 'JS/ 411 -------- \:l ~ I ~ Q S 00"02'57" W 315.90' (ACT) S 00-03'43• W 315.94' (REC) FEMA FLOOD NOTE: I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP # 01003C0661M , AND FOUND THAT THE ABOVE DESCRIBED PROPERTY IS SHOWN IN FLOOD ZONE •x• UNSHADED ON PANEL 661, APRIL 19, 2019 LEGAL DESCRIPTION LOT 7 OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDl~SION. INSTRUMENT NUMBER, 2024468 AS RECOROEO IN THE JUDGE OF PROBATE'S OFFICE, BALD\\1N COUNTY, ALABAMA. ~ ii{ ~ fs:!~ 0 n l>lif ~ ~fil'fil ~ 18!1>,§ fPN,:: ~s!;] &!? UTILITY NOTE: SITE CONTRACTOR SHALL CONTACT ALABAMA 1 CAU. AND HAVE ALL EXISTING UTILITIES LOCATED PRIOR TO EXCAVATION. ALL UTILITIES TO SERVE BUILDING SHALL BE COORDINATED WITH OWNER AND RESPECTWE UTIUlY COMPANY PRIOR TO COMMENCEMENT OF SITE WORK. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, PART VI, REV. 3, SECTION 6F, DURING ANY CONSTRUCTION WITHIN RIGHT OF WAY ADJACENT TO ENCOUNTER DRM' 0 ► ;,c; "ii' ........ , ~i',1 ~..:; ~ PASSENGER CAR TURN RADIUS N.T.S. AASHT □ ~ PATH [F □VERH,.... PATH IF F1DfT \iHE£l. ~ engineering Element; engineering U) z 0 U) ~ a:: "O ., > e C. C. < C: 0 :g_ ·c: u en ., Cl 2 0 Cl JOB NO. DATE: ID I C (II (II w u u < w (II 0 "-0: :::, "- I ,= ...J :::, "' C w C C < DRAWN BY: SCALE: SHEET NO. ID ID I I C C <9]~ z w "' ~ ::> z 0 w u "' ~ ::> 0 u u ~ 0: w u "- 0: C w w C "-C C < w I-(II w :;; w w I 0: (II 25-053 09/22/2025 DHB SHOWN    !"#$%& '()!&"*+",-- [[d[Yd^b^X 1 TRAVEL PA TH PLAN SCALE: 1" = 20' 'JS/ rJ 'JS/ 40' --------~ Q REQD 5• THICK CONG APRON W/ CONTROL JOINTS @ 10' 0/C. PROPOSED 7,965 S.F. BUILDING F.F.E. = 114.50 r------11.!'!l _l"J -LJ ____ _1:1-_ ___ a~_[!e] __ i:'] ____ q ~QQQQQQQ «QQQQQQ#QQQQQ~ [i] S 00'02'57" W 315.90' (ACT) S 00"03' 43• W 315. 94' (REC) FEMA FLOOD NOTE: if{ f:i!~ /ilil ~ !ff !ii I\J 0 !&I .! !21:!1 UTILITY NOTE: u " "' 0 § 1" ~ I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP # 01003C0661M , AND FOUND THAT THE ABOVE DESCRIBED PROPERTY IS SHOWN IN FLOOD ZONE •x• UNSHADED ON PANEL 661, APRIL 19, 2019 SITE CONTRACTOR SHALL CONTACT ALABAMA 1 CAl.l. AND HAVE ALL 0 J> ;,; EXISTING UTILITIES LOCATED PRIOR TO EXCAVATION. ALL UTILITIES TO SERVE BUILDING SHALL BE COORDINATED WITH OWNER AND RESPECTWE UTIUlY COMPANY PRIOR TO COMMENCEMENT OF SITE WORK. LEGAL DESCRIPTION LOT 7 OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDl~SION. INSTRUMENT NUMBER, 2024468 AS RECOROEO IN THE JUDGE OF PROBATE'S OFFICE, BALD\\1N COUNTY, TRAFFIC CONTROL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, CURRENT EDITION, PART VI, REV. 3, SECTION 6F, DURING ANY CONSTRUCTION WITHIN RIGHT OF WAY ADJACENT TO ENCOUNTER DRM' ALABAMA. u, "5 "' (J7 ;;J ;;j g q ~­,,., ,,; a, m ~! ~~ ;~ AASHT □ SU-40 TRUCK TURN RADIUS N.T.S. engineering Element; engineering JOB NO. DATE: DRAWN BY: SCALE: SHEET NO. ID ID I I 0 0 25-053 09/22/2025 DHB SHOWN          !"#  $ %&'' UU^US^X\XRI;;; GRADING & DRAINAGE PLAN SCALE: 1" = 20' 20· o' 211 40' --------~ 0 S 00"02'57" W 315.90' (ACT) S 00'03'43" W 315.94' (REC) BEST MANAGEMENT PRACTICES 1.CONlRACTOR TO EMPLOY BEST MANAGEMENT PRACTICES AS DEFlNED BY EPA ~1H RESPECT TO STOOM WATER MANA(LMENT DURING CONSTRUCTIOO AS SHO'tit-l ON SITE PLAN 00 AS OTHERVtlSE REQUIRED TO PREVENT EROSION OR SEDIMENT BEING WASHED FROM ~TE CONlRDI. MEASURES SHAll INCLLOE, BUT NOT BE LIMIT£D TO, 9LT FENCES, HAY BALE BARRIERS, EAR1H DIKES, STORM DR~N INLET PROT£CTION AND T£MPORARY SEDIMENT BASINS. 2.CONlRACTOR SHALL ADHERE TO 1HE ALABANA HANDS()()( FOR ER090N CONlROL, SEDIMENT CONlROL AND STORM WATER f.lANAGEf.lENT FOR CONSTRUCTION SITES AND URBAN AREAS BY THE ALABAMA SOIL & WATER Cc»lSERVATION Cc».IMITTEE VOLUMES I & II, LATEST EDlllOO TO PRrn:NT SEllMENT LADEN STORM WAlER FR~ LEAVING TI,E CONSlRUCTION SIT£. 3. PERMIT TO DE'v£LCPMENT WILL BE ISSUED &: MUST BE POSTED ON SITE. FAILURE TO DO SO WILL RESULT IN A STOP WORK ORDER BY THE OTY OF FAIRHOPE (/) (/) SITE NOTES: 1. TOP SOIL MAY BE STOCKPILED ON SITE AND REUSED FOR AREAS TO BE GRASSED. ALL UNSUITABLE MATERIAL TO BE REMOVED FROM SITE 2. STOCK PILES THAT ARE ON SITE TO HAVE SILT FENCE BARRIER 3. ANY STOCK PILES TO BE REMOVED FROM SITE ONCE CONSTRUCTION IS COMPLETE 4. ALL DISTURBED AREA SHALL BE COVERED WITH 2• OF TOP SOIL AND SODDED OR SEEDED AS PER OWNERS INSTIRUCTIONS. 5. ALL DISTIURBED AREAS IN THE ALDOT R.O.W. TO BE COVERED WITH 4" OF TOP SOIL & SODDED. 6. ALL CONCRETE FOR FLUMES, HEADWALLS, ETC. SHALL BE 3000 lb. ALL REBAR SHALL BE GRADE 60 I I ~ V, ;,J o, c,1 ~ ;;f i$ q ~· "',,; a,~ i i ~~~ o -S .;:j CONTOUR LEGEND -W-- ~ --------00----- ---x ~ EXISTING ELEVATION EXISTING CONTOUR NEW ELEVATION NEW CONTOUR SILT FENCE WA ffiE PROTECTION PIPE --- • --R.O.W LINE ADEM NOTE: ADEM NOTICE OF RrnSTIRATION 111LL NOT BE REQUIRED FOR THIS SITE TOTAL DISTURBED AREA -0.72 ACRES. FEMA FLOOD NOTE: I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP # 01003C0661M , AND FOUND THAT THE ABOVE DESCRIBED PROPERTY IS SHOWN IN FLOOD ZONE •x" UNSHADED ON PANEL 661, APRIL 19, 2019 engineering Element; engineering 2 0 0 JOB NO. <!] (II (II "' ~ " " z < "' "' "' "' (II 0 0 " "-0: ~ :::, "-u I ,= 0: ...J "' :::, "-"' 0 0 "' "' (II 0 :;: 0 "' < 0: ,-... II) N N-....._ -...... 0 O> ~ 25-053 DATE: 09/22/2025 DRAWN BY: DHB SCALE: SHOWN SHEET NO.           ! "#$ !% &'(( Q]^TR^T]TV DOWNSPOUT---DO NSPOUT 9CT ADS ELBOW U.G. DOWNSPOUT DETAIL 9CT ADS ELBOW N.T.S. 24"x24" NEENAH FOUNDRY SQUARE FRAME AND GRATE PATTERN NO. R-4810, HEAVY DUTY TYPE C OR EQUAL 6" THICK CONC. INLET TOP #4 BARS O 12" 0/C ---r-:::-cl=[II:ccclfu:ccp-:::::;;f----1'·W. CATCH BASIN DETAIL N.T.S. 1'-o" x 1' -6"x.080" ALUMINUM HANDICAPPED PARKING SIGN SIGN TO READ "RESERVED PARKING" W/IDENTIFICATION SYMBOL BOLT TO STEEL WBE W/ 3/8' CADMIUM PLATED BOLTS, NUTS AND WASHERS (USDOT MUTCO R7-8) VAN ACCESSIBLE SPACES SHALl HA\1£ AN ADDITIONAL SIGN MOUNTED BELOW STANDARD SIGN 1.A.W. A.D.A. 4 64 {USDOT MUTCD R7-8P) 2"x2"x.188" STEEL TUBE EXlEND INTO CONG FlllfD PIPE 2'-0" PROVIDE WELDED WATERTIGHT CAP. PAINT P & L #6118, BLACK COFFEE PAVEMENT 1'-6"; CONG BASE ""'""' PARKING "' I -;... 0 I "' "' I °' HANDICAPPED PARKING SIGN NlS NOTE: HANDICAPPED PARKING SIGN SHAf.l CONFORM WITH CURRENT STATE AND LOCAL CODES AND REGULATIONS l.016I ~t~I2:'~fN1i iwACTED ;s PER 1/2" MAX AGGREGATE SIZE ESAL RANGE •s" PRIME COAT t-s PER AD.O.T. SPEC. 401-A 6" COMPACTED CRUSHED LIMESTONE PLACED IN 2 -3" LIFTS AND COMPACTED TO 95~ MODIFlED PROCTOR DENSITY OR 8" OF SAND-CLAY BASE COMPACTED TO 95% MODIFIED PROCTOR DENSllY STANDARD DUlY ASPHALT PAVING DETAIL N.T.S. engineering Element; engineering I!! C: z U) "' z 0 "' :g_ "' 0 0 U) ·c: " ~ u 1:: en a:: ., c3 Cl "' "' a. C "' "' 5' "' "' " 2 ~ 0 Cl 0 SUBGRADE JOB NO. 25-053 DATE: 09/22/2025 DRAWN BY: SJF SCALE: SHOWN SHEET NO.     !" #$% "& '()) R^_US_U^UWEROSION CONTROL PLAN SCALE: 1 ~ = 20' 20' O' 20' 40' -------- Q CONl"WCTDR lD INSfAl..1 .AND MAINTAIN SILT FENCE DURING CONSTRl.CTION Material Handling and Waste Management 1.Contractor will maintain portable restroom facilities and dumpster for construction waste during entire project period. 2.AII Portable toilets are to be kept away all storm drain/inlets. 3. Following completion of concrete slab, building construction materials (emu block, steel beam, frames, wood structure, sheet rock, etc) will be stored on the slob to minimize exposure to storm water. ADEM NOTE: ADEM NOTICE OF REGISTRATION \\1LL NOT BE REQUIRED FOR THIS SITE TOTAL DISTURBED AREA= 0.72 ACRES. 120' (/) (/) PROPOSED if .IQ ~ 7,~~5 S.':i BUILDJNg ~" ~ ~ ~~. !I.J P'"",f.E. . 114.5f:%, "'· ·"" ,., i ~ r~~~~ "'· IL!!I l':'I ~ ~ ~~~-1:l-• /,, L.........J ~ J~ t:::;i • ~uuuuuuu 4 uuduuuuuuuuu~ DAILY INSPECTION NOTE: CONTRACTOR IS RESPONSIBLE FOR DAILY INSPECTIONS AND INSPECTIONS AFTER EACH RAINFALL EVENT. AS A MINIMUM, INSPECTlONS WILL BE CONDUCTED MONlliLY ANO FOLLOWING EACH SIGNIFICANT RAIN EVENT. IF BMP'S ARE FOUND DEFICIENT, CONTRACTOR 'MLL BE NOTIFIED AND FOLLOW-UP INSPECTIONS 'NILL BE CONDUCTED TO ENSURE DEFICIENCIES HAVE BEEN CORRECTED. I I ~ GENERAL NOTES: "' ;,J u, cA ~ J i q ~· ,,., "; N~ SI ..; ~E -::! 1. TOP SOIL MAY BE STOCKPILED ON SITE AND REUSED FOR AREAS TO BE GRASSED. ALL UNSUITABLE MA TERI AL TO BE REMOVED FROM SITE 2. STOCK PILES THAT ARE ON ~TE TO HAVE ~LT FENCE BARRIER 3. ANY STOCK PILES TO BE REMOVED FROM SITE ONCE CONSTRUCTION IS COMPLETE 4. ALL DISTURBED AREA SHALL BE COVERED WITH 2• OF TOP SOIL ANO SODDED OR SEEDED AS PER OWNERS INSTRUCTIONS. 5. ALL DISTURBED AREAS IN THE ALDOT R.O.W. TO BE COVERED 111TH 4" OF TOP SOIL & SOOOED. ·1slX3 EROSION CONTROL NOTES: 1. SILT FENCE SHALL BE INSTALLED AS SHOWN ON PLAN PRIOR TO EXCAVATION AND/OR WHERE DEEMED NECESSARY BY ENGINEER. CONTRACTOR SHALL M.AJNT.AJN SILT FENCE ON SITE UNTIL .AJN ACCEPTABLE STAND OF PERMANENT GRASS IS ESTABLISHED. CONTRACTOR SHALL USE ADEQUATE EROSION CONTROL PROCEDURES DURING 2. THE CONSTRUCTION PERICO IN ORDER TO PREVENT SEDIMENTS FROM BEING WASHED FROM THE SITE DURING HEAVY RAINS. CONTRACTOR SHALL INSTALL WATTLE PROTECTION BARRIER AROUND ALL EXCAVATIONS 3. WHERE EROSION IS A POTENTIAL PROBLEM DURING CONSTRUCTION. WATTLES SHALL BE SECURELY TIED, EMBEDDED IN THE SOIL A MINIMUM DEPTH OF 3 INCH TRENCHES AND SECURELY ANCHORED IN PLACE WITH STAKES OR REBAR. SILT FENCES SHALL BE INSTALLED AS SHOWN AND IN OTHER PROBLEM AREAS AS REQUIRED. 4. ALL AREAS WHERE EROSION HAS OCCURRED SHALL BE PROPERLY REPAJRED. 5. ALL AREAS DISTURBED TO BE SOLIO SODOED. 6. ANY DISTRUBED AREAS MAY NOT REMAIN DENUDED LONGER THAN 13 DAYS 7. TECHNIQUES SHALL BE EMPLOYED TO PREVENT THE BLOWING OF DUST OR SEDIMENT FROM THE SITE ONTO ADJACENT PROPERTIES. 9. ALL SEDIMENT MUST BE REMOVED FROM ALL INLETS ANO PIPES PRIOR TO ACCEPTANCE OF SITE 10. CONTRACTOR SHALL ACHERE TO THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORM WATER MANAGEMENT FOR CONSTRUCTION SITES AND URBAN AREAS BY THE ALABAMA SOIL &: WATER CONSERVATION COMMITTEE VOLUMES I &: II, LATEST EDITION TO PREVENT SEDIMENT LADEN STORM WATER FROM LEAVING THE CONSTRUCTION SITE. Phase Construction Activity Phase I Installation of BMP's BMP's include installation of silt fencing around perimeter of work area Stabilization shall include all areas to be to seeded prior to 13 days of no activity in that area using temporary seed methods. Phase II Clearing and Grubbing BMP's include silt fencing around perimeter and excavated areas os needed. Phase Ill BMP's Include silt fencing around perimeter of excavated areas and wattles at all inlets All topsoil stockpiled from this site shall be properly maintained with silt fencing and temporary seeding for stabilization. Side slopes not to exceed 2: 1 slope Stabilization shall include all areas to be to seeded prior to 13 days of no activity in that area using temporary seed methods PHASE IV Construction of building, paving &: utilities PHASE V Complete landscaping, establish grassing Uniformly spread top soil, 2 depth min. prior to seeding or sodding. Permanent seeding with Bermuda grass, common 5 lbs/acre Solid sod using Bermuda grass H)brid. Mulching shall consist of bark (35 cyd/acre) or pine straw (45-901bs/acre) CONTOUR LEGEND ~~ ~-EXISTING ELEVATION -111--EXISTING CONTOUR ~ NEW ELEVATION ------G[}---NEW CONTOUR --x SILT FENCE ~ WATTLE PROTECTION -----PIPE ----- --- • --R.O.W LINE engineering Element; engineering "O ., > e ID ID C. C. I I < C C <!] (II (II "' ~ u C: u z U) < "' z 0 "' "' :g_ ,. 0 (II 0 U) ·c: 0 u a. ~ u 0: ~ en :::, ., a. u a:: Cl I ,= 0: ...J "' :::, a. ,. C C "' "' (II C :;: C "' < 0: ,-... 2 II) N N-....._ 0 -...... 0 Cl O> ~ JOB NO. 25-053 DATE: 09/22/2025 DRAWN BY: DHB SCALE: SHOWN SHEET NO.            !"#  $ %&'' P\]SQ]S\SU NOTE: TEMPORARY CONSTRUCTION DRIVEWAY: 12"min THICKNESS ALDOT No.1 STONE 50' MIN. LENGTH X 15' MIN. 'MOTH (WIDTH SHALL NOT BE LESS THAN FULL WIDTH OF ACCESS) EXACT LOCATION TO BE FIELD DETERMINED (REF AL.D.O.T. SP DWG EC-502) THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL AllOW IT TO PERFORM IT'S FUNCTION TO PREVENT OFF-SITE TRACKING. THE STABILIZED CONSTRUCTION ENTRANCE SHALL BE RINSED WHEN NECESSARY TO MOVE ACCUMULATED MUD DOWNWARD THRI.J STONE. ADDmotw_ STABILJZATION OF THE VEHICULAR ROUTE LEADING TO THE STABILIZED ENTRANCE MAY BE REQUIRED TO LIMIT THE MUD TRACKED. CONSJRUCTION DRIVEWAY DETAIL N.T.S. 20" wattle ~ PLAN VIEW GEOTEXllLE UNDERLA YMENT I SECTION A-A i1t WA ffiE PROTECTION DETAIL N.T.S. CHANNEL BOTTOM 2 WIRES TWISTED TO SIGNING TALJTNESS (12 GA t.4IN.) SILT FENCE JYPE A PEIHL (D'Pr&} N.T.S. RING FASTENERS {TOP ONLY) 0 APPROXIMATELY 2'-0" 0.C. 10'-0" (lYP) / ,,,-....._ \ FOLD TOP TO GET FOUR{-4-) / \ THICKNESSES OF GEOTEXTILE I I I I r----._ '\ I I I / I I POST <?FLOW STOP GEOTEXTLE HERE TRENCH (APPROX. 6"x6") BACKFILL ON TOP OF GEOTEXTIL.£ WITH EARTH ,SEC:Jlli N.T.S. engineering Element; engineering 2 0 0 JOB NO. DATE: DRAWN BY: SCALE: SHEET NO. 25-053 09/22/2025 SJF SHOWN         !"#$%&%'#() &"'*+,,  UabXVbXaXZ 1 UTILITY Sil£ PLAN SCALE: 1' ~ 20' 2rl rt 20' -------- NOTE: VERIFY ALL EXISTING UTILmES LOCATIONS WITH ALL UTILITY COMPANIES 20·-o· <I' .,.._J::;;;==~·r Q 120' V) V) PROPOSED 7,965 S.F. BUILDING F.F.E. = 114.50 ,~~~~-~I.!"] I"] ~ LJ ~~~-,Q-. ~ ~ ~ J"l ~~ q ~RRRRRRR «RRRRRRRRRRRR~ S 00"02'57" W 315.90' (ACT) S 00'03'43" W 315.94' (REC) FEMA FLOOD NOTE: I HAVE CONSULTED THE FEDERAL INSURANCE ADMINISTRATION FLOOD HAZARD BOUNDARY MAP # 01003C0661 M , AND FOUND THAT THE ABOVE DESCRIBED PROPERTY IS SHOWN IN FLOOD ZONE "X" UNSHADED ON PANEL 661, APRIL 19, 2019 lllI , ___ , ___ , u.u. WJ. ---WJ. --'-,-'-..,...-/,,,'--J..J ---ss--~~ s 180 LF. CF NEW 4" St\NITARY SEVtER UNE TO EXISTING SEYIER CONNECTION UTILITY NOTE: SITE CONlRACTOR SHALL CONTACT ALABAMA 1 CALL AND HAVE ALL EXISTNG U]LmES LOCATED PRIOR TO EXCAVATION. ALL UTILITIES TO SERVE BUILDING SHALL BE COORDINATED WITH OWNER AND RESPECTM: UTILITY COMPANY PRIOR TO cmAMENCEMENT OF SITE WORK. LEGAL DESCRIPTION LOT 7 OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION. INSTRUMENT NUMBER: 2024468 AS RECORDED IN THE JUDGE OF PROBATE'S OFFICE, BALDWIN COUNTY, ALABAMA. TRAFFIC CONTROL NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL IN ACCORDANCE WnH THE FEDERAL MANUAL ON UNIFORM TRAFFlC CONTROL DEVICES, CURRENT EDITION, PART VI, REV. 3, SECTION 6F, DURING ANY CONSTRUCTION WITHIN RIGHT OF WAY ADJACENT TO ENCOUNlER DRM: ~ \ , ........ \..J VICNITY MAP N.T.S. UTILITY COMPANY PROVIDERS: 1. City of Fairhope Public Utilities 161 North Section St. Fairhope, AL 36532 Public Utilities: 251-928-8003 2. BCSS 14747 Underwood Rd, Summerdale, AL 36580 Public Utilities: (251) 971-3022 0 1. ALL MATERIALS AND INSTALLATION SHALL CONFORM TO LOCAL & UTILITY REQUIREMENTS AND SPEaFICATIONS. 2.ALL SEWER AND WAlER PIPING PIPE TO BE INSTALLED IN CLASS C BEDDING. WA lER PIPING IS TO BE ENOLOSED IN SlEEL PIPE (ASlM A-53) SCH 40 SLEEVE OR EQUAL UNDER ROADS OR DUCTILE IRON PIPE SHALL BE USED. PIPING SEWER-POL ""1NYL CHLORIDE SOR 35 ASlM D-3034 JOINTS PUSH ON O TYPE GASKET 111TH INlEGRAL BELL AND SPIGOT MEEllNG ASlM A-3212 WA lER -POL ""1NYL CHLORIDE MINIMUM CLASS 900 SDR18 JOINTS 111TH ELASTOMERIC GASKETS BOTH BELL ENDS AND OOUPLINGS MEETING ASlM A-D3139 FOR PIPE SIZES GREAlER THAN 3 DIAMETER POL ""1NYL CHLORIDE SCHEDULE 40 111TH SCHEDULE BO FITTINGS SOLVENT WELDED FOR PIPE SIZES 3 AND LESS DUCTILE IRON SHALL BE USED WHERE WAlER LINES ARE UNDER ROADS CLASS 50 MECHANICAL JOINT NI.SI/AWWA C151/A21.51 111TH FITTINGS OONFORMING TO ANSI/AWWA C110/A21.10 3. MmR BOXES SHALL BE AMR RADIO READ LID 111TH AMR LOCATOR MFGR BY DFW PLASllCS, INC., BEDFORD, TX. 4. ALL WATER SER\10E LINES MAIN TO MElER SHALL BE TYPE K OOPPER. 5. FIRE HYDRANTS SHALL BE PER LOCAL REQUIREMENTS. 6. ALL VALVES SHALL BE PER LOCAL REQUIREMENTS. 7. WAlER AND SEWER LEAK lESTS SHALL BE PERFORMED PER THE STANDARDS ESTABLISHED BY THE LOCAL REQUIREMENTS. 8.PLASTICIZED METAWC TAPE SHALL BE INSTALLED ABOVE ALL PVC PIPING AT APPROXIMAmY 30 BELOW FINISHED GRADE. TAPE SHALL BE SUITABLE FOR DmCTION 111TH METAL PIPE LOCATION EQUIPMENT, COLOR CODED, AND LABELED TO IDENTIFY OONlENTS OF PIPE AND BRIGHTLY OOLORED TO CONTRAST 111TH THE SOIL. 9. MINIMUM PIPE OOVERS STORMWATER DRAINS 12 WA lER LINES 30 SEWER LINES 24 ELECTRICAL CONDUIT 40 10. SEPERATION BETWEEN SANITARY SEWERS AND WAlER MAINS SHALL BE A MINIMUM OF 10 FEET HORIZONTALLY. WHEN CROSSING A WATER MAIN, THE TOP OF THE SANITARY SEWER SHALL BE A MINIMUM OF 24 INCHES BELOW THE BOTTOM OF THE WATER MAIN. IF CIRCUMSTANCES REQUIRE THAT THE SANITARY SEWER BE CLOSER THAN 10 FEET HORIZONTALLY THE SEWER MUST BE A MINIMUM OF 24 INCHES BELOW THE WAlER LINE. 11. AN AS BUILT DRA\11NG SH0\11NG THE LOCATIONS OF ALL SEWER MAINS AND LATERALS SHALL BE FURNISHED TO THE LOCAL AUTHORITY. LOT LATERALS SHOULD BE SHO~ 111TH DIMENSIONS FROM THE MANHOLES. engineering Element; engineering 2 0 0 JOB NO. <!] (II (II "' ~ " " z < "' "' "' "' (II 0 0 " a. 0: ~ :::, a. u I ,= 0: ...J "' :::, a. "' 0 0 "' "' (II 0 :;: 0 "' < 0: ,-... II) N N-...._ -...... 0 O> ~ 25-053 DATE: 09/22/2025 DRAWN BY: DHB SCALE: SHOWN SHEET NO. SR 25.06 Pel c Tire @ Encounter (Lot 7) Disposition 1. Updated landscaping plan per previous comments/requests; The Landscape Architect is working d i ligently on completing these revisions. 2. Current fire flow letter and addressing any other comments from Erik Cortinas attached to the original DRC letter dated Sept. 11 , 2025; and Fire Flow test from Fairhope Utilities is attached in this resubmittal. 3. Direct access to existing asphalt multi-modal trail in the below section. The access f rom the multi-use trail has been added to all the plan sheets in this resubmittal. Pelc Tire (HWY 181 & HWY 104) DRC Le.er #2 Disposi.on 1. On Sheet C2.0, Site Note #4: remove reference to deten on pond because there is not one on site. Note has been removed from sheet C2.0. 2. Please include an addi onal turning radius for the dumpster enclosure as well as the ingress/egress to Bushel Drive (already provided). Three different turning radius layouts have been provided to show how each vehicle will maneuver through the site. 3. Please provide an updated photometric plan with ingress/egress to Bushel Drive as well as the heights of the poles (maximum is 10’). An updated Photometric Site plan has been included in this resubmi al with the heights shown on the pole lights in the parking lot. 4. Compliance with all other DRC Staff Review Comments a ached to this Le er as exhibits. All other comments have been addressed. EXISTING TREE PROTECTIVE BARRICADE, TYP. 531181.89±, SF. 1,22± AC. . I ---7 1_ _ 15'~11" t, J ,.,.- ,fil_ I \ • - \ -LL 01 I rrul [lj ll i ~ I ii I ii Ji D LL Ii ! UJ (/) (/) (/) (/) (/) (/) (/) (/) I- --f EXISTING TREE INVENTORY Tree fype 1 Quercu, vlrgInlono / Live Oak 1 Quercus virg1nlano / Live Oak 3 Quercul virglnlono / live, Ool 4 Quercus virginlono / Live Oak 5 Overcvs virginiona / Live Oa~ 6 Quercvs shumard11 / 'Shumard' Oak 7 Quercus shumotdii / 'Shumard' Oak 8 Quercus shumOid~ / 'Shumord' Oo~ 9 Quercu, shumardo / 'Shumard' Ook 10 Quercu, shumarda / 'Shumard' Oak II Quercus shumo,d! / 'Shumo,o' Oak 12 QHercus sh1Jmordi1 / 1Shumord' Oak TOTAL PROJECT NOTES: The <Xln1racior st,,11 !horw;jl~ ""luaill lwnseffft,erself prior 1o torrmer<:ing """1. Conlracior shall COIIPll"eexisling a)'Oli with the proposed layai before site preparation/ demoiticn begflS. The interi is to construct a smooth transition bet1Aeen the new site elements and m;tng elements to refmin. and to execute the work wi'!h a minirun mlWi of distubance 1o the exis1ing trees, ,egetaoon and ,,e ekmerls 1o remoil. Prior 10coornencemenl of ""'1<Ca-..-shal: l V<rif =!i,g grades prior to ooomencemenl of site prepi>lllon. It existng grades are at variin:e with ctamgs. notify L.andxape Afchitect inmediately and rea,ive instruction, prix to proceedng. 2. Coordinate,,;,, a..m Aepresentalive delirealiorl of stagilg arees and proceru-es. 3, Vefify "'111 °""""' representaM existing trees &vegetation lo remain. Tree Pn:tectnn Dtmg Exea.mcn awooc t Prolecl tree ,001 system lrom damage ooe 1o delelBrious materiais caised 17/ nn-otf or spilage duilg mixing, w,g or discordngol c:oris1ruction maierial, or dramgelrom slored maienals. Protect roo1 system lrom corr.,.aim t,,,firuar & pedest1ian -), lloodng, ef'O!DlOfexteSSNeYl'tffi'g. 2. No cais!ructiorJ maierials, debris 101<:avated material: shall be stored wilm the profecled root zorie. Permit no-pad(ingl'lithin ~oteded root zone cl'ea. 3. Engage a qualified tree sagea, 1o rerooie branches 1mm i ees wtich are 1o remain, I required 1o dear tor """construction Where dreded 17/ Ol\rer, extend pNlir,j operations to resfae nahral shape of trees 4. Where aitng ts 1e<pred, tree ,ugeor, sh~I ct.i txarK:hes and root, with sha,p pru1ng ilslnme!it~ do nol break or chop. &.cawtioo .AJolm Trees to Remail: 1. No 1-eocmg is permilted Mil~ lree dripfl,,. Where treocmg lor ulifflies is 1e<pred near lhedr'!>b, hand dig a-omd or l.llder roots. Cutnotrleral rooo; or taproots: rutooy smallef roots Viitich interfere vdlh new c:onstA.dion.. Ylhen cutting, make a1 cuts cteanty at 90 degees. 2. Whereexov~fcr newconstructioni.\requi'edwfilvtciip ftoftrees, hand excavate lo rrmmze damage to root systems am ~e sheetilg af eiCCB,.'S!:icm if requied, u se naroNfine spaci,g kriis and corm sd to ~ roots. Relocate roots in bacffll areas. rt IMQe, man ~ roo1 is encouE'ed, bend and reloca'te withool: breakrlg. 3. Alow no expooed roots to ciyool before pemooen! backlil "placed: prOYide temporary earth 00',lel', or pack wnhpeatmossan::I wrep with lxrlap. Water and mailtall in mci concltion and lmµ>raiy &wort and proled lrom damage 111~ pem1onenlly relocaled and covered ~ilh bacl<lil. 4. PrUle tnn:hes in 8CCOJdance ....tth standfrd hatituii.n pactice to b11arlce lo:.s to root ,r,;lem caused 17/ danoge or wltilg of roof sr..tem. Tiealmenl ol Damaged Trees: 1. Engage a quaJitied lree sugeor, to pe<lorm tree repair 1'0ilt 2. Make repails prompt~-damage occus :o pr....rn progi=ive delenoration of <l3maged trees. Sl1e " Comments Tree Credits 2 preserve I 2 oreserve 1 3 oreserve I 3 oreserve I 3 preserve I 3 oreserve 1 J o reserve l 3 preserve I 3 relocate I 3 dead / teploce I 3 relocate I 3 preserve 1 11 WllGCAPf l'VII-ITlNG Mulch all trees and shnbs with 4' of new loogfeat pre stnrHrn.Jch. t.Mch al .,,..-and color pl,nlingswith 'S of """shredded pile birt< mulch. Remarks All excavaloos shal be dug 17/ hand in al R.O.W.s and 1S 1mm lhe ~ lne of e,i,ting trees. Pny root pru1ng to existng tree, shal be done 17/hand w,g sharp rutting toofs soch as shears a q>per'S for a clean smooih rut Also, oo lmcxfs or equpment shall enter or parl< JM!h~ drl) Ines of extsm,g lrees. Install fencng and baimrdes to prevent eq""""'11 l'anentemg these arees. (See Tree Pro;ect;on' ~-) All nah.<af butlers shaJ be l.'1dlstiroed cimg cooslnx:lion. Prior to coostruction these areas and extsm,g trees will be 11,gged 17/ the landscape a'chned and tree prorection <flM=/barricades erected lo p,""'"181"f damage or disfubance. ._.□VOi VIR[ (39' !<k. ~T J rcvO!EII ._.,r1o1 c,rJJT[,:1[lC (9 ~E PROTECTION BARRIER n-r1 @ SCALE 1"=20'--0" NORTH ARCHrrE.CTURE. f LANNING f'ROJE..CT MANAGE.ME.NT 6 +z;, Jorda n Road D a p hn~,At }6,26 fl, l)l-'JJ-<llf7 en 0::: z w <( I- _J z a.. w I-0 z w w 0 ~ > a.. 0 0::: 0::: _J w w o en > LL O w I- 0 ::::, w <( a.. w <( 0::: 0 I-en 0 0 z _J ::s w a.. DATE: 8125125 DRAWN: CHL CHECKED:CHL TITlE: ffiEE SURVEY REVISION: NO. OATE: 1 9.26.25 2 10.2.25 3 1027.25 4 11.11.25 SHEET: Ll -;t_ u.i a. 0 :c 0::: ~ ~ ii: 0 ...J w :c (J) :::> co -ss Sweet Viburnum 22 Sweet Viburnum 4'hl 4 Sabal Palm Q 8' c.t. 8 Sweet Viburnum 4'ht. 11 I Camellia sas. "O.M. Rose' 7 gal. 'Oct. Magic Rose' 3 I Bald Cypress 2'cal. -•-' 1.1--r•-.. ·•f 53,16 1.89½ ·SP; •• 'Ll2:I_ Ae . " + -, ~· ~ I ....:J I ~ ~ 'Brodie' Juniper I 2 15 gal. 6 ,, /Red' Drift Rose 3 gal . Bald ress 6 2' cal. Camellia sas. 'O.M. Rose' 10 'Ocl Magic Rose' 7 gal. Bald 2' cal . Sweet Viburnum 23 4' hl LANDSCAPE ORD INANCE REQUIREMENTS Descriptk>n StahJ5 FRONT AGE : I tree per 30 Lf of P(OVldi!:td fro!"ifoge I58 I lF/30 -5tree> PERIMETER • • tri!le p€l" 30 Lf o( provided 1 ... , , i•#'\11¥ .LCT, nlil I &l ,221,,.,, PAR~!NG Lot nee 1 1tee pe, 12 pcrlong spaces 24 / 12 .,._ 2 lree~ provided PARKING SCREEN : 1 shrub PE!'" 4 lf orovldei::1 o t ltot1toge= 77 :Shrub~ l.QIAl,S; TYPE ·­lrav ,,.. freq 'C"..ami..'ho_, ln;i• Shtub GC, Requtremenf 5 Trmi!. J?Tree,LJP-dl!'I"/ !fiflE'P.t 1 Trees. Tl snn/b, Provided 5Tr~l:l5 12 T,e,:a Credit'-f 10 free, ?TrP.e$ nSm>bs 21 lWt::i l ZZ ~b!Mbl n,. 1 Uh."JOQ fl.111 1-=-:1 lullhieo!::i n-r1 @ SCALE 1"=20-0" NORTH AKCHrrE.CTURE. fl.ANNING f ROJE.CT MANAGEMENT 6 +25 Jorda n Roa d D a p hn~,A I. }6526 fii 1;1--+}l~l l l U) a::: z w <( I- _J z a.. w I-0 z w w 0 ~ > a.. 0 a::: a::: _J w w OU> > u_ 0 w I- 0 :::::, w <( a.. w <( a::: 0 I-U) 0 0 z _J :5 w a.. DATE: 8125125 DRAWN: CHL CHECKED:CHL ;t_ u.i a. 0 :c 0::: ~ ~ ~ 0 ...I w :c (J) ::> co TITlE: PLANTING Pl.AN REVISION: NO. OATE: 1 9.26.25 2 102.25 3 1027.25 4 11.11.25 SHEET: L2 J J l I ~Z::Z-:,._, ~ --<-'1 ~· •. , ·.;. :.,:.,,,-~->:,,j;::~Xi:Sf (1\r· ~ ,,~~~1!11 L EGEND Zme #18 GPM3277 1 112'F-8 ,, .. 151 Pllll'm'IIXC!-f;i){CSC:ndZmeKt ~R:mdffil V:h 1$ Raiid5XO~fm' (:)R.imri:13:!00Serie::.fmi, ~RaiO,H.DSp::.Jtu:I •fuirtid~ 9 btildRJ.\l,Nlbd:s • R;nid9SST • F.wm:IFWM+-IC ....... """"' *~~~rratJr --1·Dii..<k52CKI~ --.::.e::~~~';r., ==~'Df'\IC~ --RRiv:<i 1."t~ilmng --Rai!tiiid XfS&!ri!:::TIOIIOJ ------.. ~----_,, ... _________ __ n-r1 @ SCALE 1"=20'-0" NORTH AKCHrrE.CTURE. fl.ANNING f ROJE.CT MANAGEME.NT 6 +25 Jord a n Roa d D a p hn~,AI. }6 526 fii l jl•-+}}..Oll l ;j_ u.i Q. en 0 0::: :c z w 0::: <( I-~ __J z Q_ w I-0 z w w 0 ~ > Q_ 0 0::: 0::: __J w w oen > u_ 0 w I- 0 :::::, w <( Q_ w <( 0::: 0 I-en ~ 0 0 z __J ~ ~ w 0 Q_ ...I w :c (J) ::> co DATE: 8125125 DRAWN: CHL CHECKED:CHL TTTlEJRRJGATION PlAN REVISION: 9 ,26,25 2 102.25 3 102 7 .25 4 11.11.25 SHEET: L3 DRAINAGE DESIGN PACKAGE PROJECT NAME: PELC TIRE PROJECT#: 25-053 08/25/2025 EJ em,ent3 e n g.r n e ,er t n g 3938 GOVERNMENT BOULEVARD BLDG. A SUITE 104 MOBILE, AL 36693 251-287-1296 DRAINAGE NARRATIVE Pelc nre (181 & 104) Existing Conditions Total lot area for this site is 1.22 acres . Existing runoff sheet flows southeast to northwest across the property. The only existi ng development on the property is .08 acres of shared asphalt sidewalk along the east and north property li nes. Pre-construction flow calculations for all events are included in attached run-off calculations. Proposed Design New development consists of 1 building with a footprint of 8,493 square feet (0.19 acres). It also includes 0.45 acres of asphalt paving along with concrete sidewalk and concrete curb. The remaining .SO acres will remain undeveloped and covered with vegetation. Stormwater from this site will be distributed to a pipe network that runs along the east property line which carries all runoff to an existing shared detention pond that was designed to meet the needs for the entire subdiv ision. The maximum 10-yr post construction discharge from this site area is 6.80 cfs Element3 Engineering 3938 Government Blvd Mobile, Alabama 36693 (251) 284-1296 DRAINAGE CALCULATION REPORT for Pelc Tire 25-053 August 25, 2025 COMPOSITE C CALCULATION PROJECT : DESIGNED FOR A 10. YEAR STORM FREQUENCY Initial Composite "C" Calculation Area "C" BUILDING = 0 .00 ac X 0.90 CONC/ASPHAL T = 0 .08 ac X 0.90 LIMESTONE PAVING = 0.00 . ac X 0.70 UNDEVELOPED AREA = 1.14 ac X 0.25 1.22 Initial Composite "C" = 0.36 = ~ 0 .29 1.22 F i nal Composite "C" Calculation Area "C" BUILDING* = 0.19 ac X 0 .90 CONC/ASPHAL T = Q,53 ac X 0 .90 LIMESTONE PAVING = 0.00 ac X 0 .70 UNDEVELOPED AREA = 0.49 ac X 0 .25 1.22 Composite "C" = 0.78 = ~ 0.64 1.22 Page2 Job# Date = = = = ;;;7 = = = = ~ 0.00 0.07 0.00 0.29 0.36 0.18 0.48 0 .00 0 .12 0 .78 FLOW DATA PROJECT: 'EAR STORM RUNOFF CALCULATION IN CFS PRE-DEVELOPED .Q ! 8 Q2 0.29 6.05 1 .22 as 0.29 7 .51 1 .22 Q10 0.29 8.75 1.22 Q25 0.29 9 .63 1.22 Q50 0.29 10.50 1.22 Q 100 0 .29 10.94 1.22 POST-DEVELOPED .Q 1 8 Q2 0.64 6 .05 1.22 Q5 0 .64 7.51 1 .22 Q 10 0 .64 8.75 1 .22 Q25 0 .64 9.63 1.22 Q50 0 .64 10 .50 1.22 Q100 0.64 11.00 1.22 Page 3 = = = = = = = = = = = = Job# Date Q 2.1 5 2.67 3.11 3.42 3.73 3.89 Q 4 .70 5 .8 4 6.80 7.49 8 .1 6 8 .55 CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS CFS uocus1gn bl1Velope IU: lj4l:J!)Al,l:S/•Ul:IUl"-4l,l:ll·tsl"Ut>·t:t:/ /Ul:Sl,l,tx)UU Pelc Tire Trip Generation Memo Study Performed by: 11L0() Ell~IIIEER/11~ ~ERVI/Jt:f October 2025 Docus1gn Envelope ID: 8 495AC87-O9 DF-4C91 -BF06 -EE7708CC680D ALCO Engineering Services, LLC 8024 Tanner W illiams Rd Luceda le, MS 39452 (256) 542-7058 10/4/2025 Element 3 Engineering C/O : Dustin Britton 3938 Government Blvd #104 Mobile, AL 36693 RE: Trip Generation Memo -Pelc Tire (Fairhope) This analysis includes the t rip generation for the proposed development for an outparcel within the Encounter Development located at the NE corner of AL 181/ AL 104 in Fair hope , AL. General Project Information The Pelc Tire development is located on the southeast corner of AL 181/ Bushell Drive. Bushell Drive is an east-west shared-access connection to AL 181 from the Encounter Development. The Pelc Tire site will have no direct access connection to AL 181. It will have sole access to Encounter Drive, which is a north­ south internal shared-access road connecting to the south to AL 104. According to the Pelc Tire site plan, included in the Append ix, this development is planned to consist of a single structure 7,818 SQFT. This is a tire store and services offered are consistent with those of any typical tire store, sell ing tir es and other re lated automotive services such as wheel alignment, brake repair, etc. Typ ical operating hours are Monday thru Friday: 7:30 AM -5:30 PM, Saturday: 7 :30 AM -1:30 PM . G>ocusign Envelope ID: B495AC87-D9DF-4C91-BF06-EE7708CC680D Trip Generation: Trip generation estimates were derived using the Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition, for Land Use Code 848 for Automotive Tire Store, this usage falls under the LU Code section 800 for Reta il Services. Based on the applicable land use, the site is projected to generate trips as presented i n the table below. Unit of AM Peak PM Peak Land Use Measure Daily Trips Hour Hour (units, sqft, etc.) In Out In Out Tire Store 7818 sqft 217 13 7 13 16 (ITE 848) Conclusion: Given the internal connections to the residential development to the north, this site may rea lize many of the estimated trips as internal capture. This would be an added benefit to the LOS operations of the main roadway access points. Based on the above trip generation rates the addition of this development should not add undo congestion or operational issues to the overall traffic flow of the Encounter Development. Please contact me if further information or clarification is required. Sincerely, Michael Smith, P.E. Owner AES Oocus1gn Envelope 10: 8 495AC87-O9OF-4C91-BF06-EE7708CC680O PELC TIRE (FARIHOPE) . ,' •• • '. • • OCOTBER 2025 , ... • • • • I ' ' Appendix EXHlBIT A -Pelc Tire Site Plan ITE LAND USE CODE 848: Tire Store Docusign linvelope ID: 8495AC87-O9OF-4C91 -BF06-EE7708CC680O ., U!! I ~!!;l:51 ~~d11!! 11 • ! Bn ; '4 ~ ,c II: ~: : : ! -l', -~ uu : IB I e J> n1 1 11 ij HP 11d 'I'' ~ ··;1 r· ~ lbt l 1~;1 i 111-. ;;11 ~ h/ !is! • 1;; rt .• I "" ~ z ·,). ;-i'. ;::. ·•.: ·> .1k.'I •• ,, •' ... -·.·· \." "T1 ~ .• ·>, .. '::·~~-.:.: '~:~ ... ,.,.·· .. , '·. ~ Q :"~ , • ·.,._:_ :.· •• -.:.;, <.-• ol•) tOI AVllllelH 31VlS -( :: ~5: •' .... ' •.. ..,.. = a ~ -i-·-+·--"· .... ""'· .7.:' •• --,,.,~~· . ...,,,...~:;ic', ~ g!2 :_, •• ·\:-:,·: ,.',(l !)-7.•, .. . ~ . ' . . . . ' .... ,. ~ I •4', IH ,._. •I Vt•J•_,., ... t4'•­ ~ .. ··•1 --[~ ~ ~~;~~.-;·. ~ '. -: ., - ~ 1 1 • \)\('.;:, ;#; \ll T O •'••,•• :: ' ~-·• ::.:.(.:/\: ..,.:~h•;;,=j": • •• ' :·.-·.-•• :; ' -'· ~~~~~~"1 \f. 1~~;:; :{E=f t 1'' ., ,:ti~-. ~~~~~ :ii::~t f:t(~:::-::--:-:::-···:-:-:-:-::.:/i:'.·:-::-.:.:-:-:-:·:•. '"~•~· _.:01~ .. •• ~ .... ="~'::· i:;~if r:1 PELC TIRE (FAIRHOPE) NEW BUILDING XXXX XXX XXX. FAIRHOPE, AL. XXXXX Docusign Envelope ID: 8495AC87-O9DF-4C91-BF06-EE7708CC680O Description Land Use: 848 Tire Store The primary business associated with a tire store is the sale of tires for automotive vehicles. Services offered by these stores usually include tire installation and repair, as well as other automotive maintenance or repair services and customer assistance. These stores generally do not contain large storage or warehouse areas. Automobile parts sales (Land Use 843), tire superstore (Land Use 849), and automobile parts and service center (Land Use 943) are related uses. Additional Data The technical appendices provide supporting information on time-of-day distributions for this land use. The appendices can be accessed through either the ITETripGen web app or the trip generation resource page on the ITE website (~~~.1?.~/!.~.~Y:'A~:~:.9!~~~-~-r:t.i.~~!:~~~~~~~~-~/!~P.!~~!!:.iP.:. ~ !)~:P.~ ~~! ~9.:9.~.".1.~.r-~_t_i_<?_rV). The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 201 Os in Florida, Minnesota. New Jersey, New York, Oregon, Pennsylvania, South Dakota, Texas , and Wisconsin. Source Numbers 328,359,438,555,571,583,599,870,886,887,959, 1049 310 Trip Generation Manual 11th Edition • Volume 5 Uocusign ~nvelope 10: 8495AC87-O9OF-4C91-BF06-EE7708CC680D Tire Store (848) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday Setting/Location: General Urban/Suburban Number of Studies: 13 Avg. 1000 Sq. Ft. GFA: 5 Directional Distribution: 50% entering, 50% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 27.69 Data Plot and Equation 200 X X "' "0 C: w X X I I I I ,'X X I I I I I Range of Rates 13.23 -88.78 X -x ' I I I ' I X X X "' I . Standard Deviation 15.90 a. ·c: 100 I- , ..................................... ········:· ................... ········ ............... ., ....... •· . . . .. ... . .. II I- I I 0 0 I I ' I I I X I X Study Site I I I X Fitted Curve Equation: Not Given 10 20 X = 1000 Sq. Ft. GFA -----Average Rate General Urban/Suburban and Rural (Land Uses 800-999) 311 Docus1gn Envelope ID: B495AC87-D9DF-4C91-BF06-EE7708CC680D Tire Store (848) Vehicle Trip Ends vs : 1000 Sq. Ft. GFA On a : Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location : General Urban/Suburban Number of Studies: 22 Avg. 1000 Sq. Ft. GFA: 6 Directional Distribution: 64% entering, 36% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate 2.61 Data Plot and Equation V, 'O C: w V, a. ·c I­ ll I- 30 20 X X xx ....... -x X X, X ,' , ~, , , X , , Range of Rates 0.51 -7.78 , , , ... ., ..... X,' X , , , , , I ) ·X ,' X !X 10 ... ,r.... --X --·X .................................. ,. ....... .. I X I I , , X , , X , I , X X 00 10 X = 1000 Sq. Ft. GFA Standard Deviation 1.50 X Study Site -- ---Average Rate Fitted Curve Equation : Not Given 312 Trip Generation Manual 11 th Edition • Volume 5 20 D'ocusign r!nvelope ID: B495AC87-D9DF-4C91-BF06-EE7708CC680D Tire Store (848) Vehicle Trip Ends vs: 1000 Sq. Ft. GFA On a: Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m . Setting/Location: General Urban/Suburban Number of Studies: 25 Avg. 1000 Sq. Ft. GFA: 6 Directional Distribution: 43% entering, 57% exiting Vehicle Trip Generation per 1000 Sq. Ft. GFA Average Rate Range of Rates Standard Devi ation 3.75 0 .78-12.76 2.09 Data Plot and Equation "' -0 C: w "' .g- I­ ll I- 80 60 40 20 , , : , , , , , , ·····~·-·· . , ................................................... ·:· .. ;;,. ........................................................... - - - :, , X X X X X , : , . , . , : , . , : , . , . ", : X X x,,' X :X , . ······ .... ····X····~~~········;/···················;>( ............................................ . , . X , , , . , : ,X X X : ,' X : ,, X X X 00 10 X = 1000 Sq. Ft. GFA X Study Site -- -- -Average Rate Fitted Curve Equation: Not Given 20 iti: General Ur ban/Suburban and Rural (La nd Uses 800 -999} 313 Fairhope Public Utilities I ~ Fairhope Water Utility Hydrant Flow Test Date: September 19, 2025 Time: 1:15 PM Flow Hydrant Hydrant Location I Planters Point, SR-181 Latitude: .... I __ 3_0_.5_4_7_93_0 _ ___, Longitude: .... I ___ -8_7_.8_5_34_6 ___ __. Size of Water Main (Inches) al Type of Material: Ductile Iron Pitot PSI 44 I Outlet Diameter (in): I 2.5 Number of Outlets Flowing C factors for outlets of less than 4-inches in size and type are g iven below. Outlet less than 4" in size , smooth and rounded: Outlet less than 4" in size , square and sharp: Select Appropriate C Value: Calculated Flow (Q) Test Hydrant 0.90 0.80 0.91 ......__1_1_13_.0_2 _ ___,IGPM Hydrant Location !Planters Point, SR-181 1 Latitude: .... I __ 3_0_.5_4_9_23_0 _ ___, Longitude: .... I ___ -8_7_.8_5_3_06 ___ _, Size of Water Main (Inches) Static Pressure (PSI) 8 54 Calculated Fire Flow @ 20 PSI (AFF): Signatures: Operator: Engineer of Record : Type of Material: Residual Pressure {PSI) ,___2_61_3_.0_5_~1GPM Mike Bazinet Ductile Iron 47 Publix Phar macy at Planters Pointe Shopping Center 4.0 Pharmacy•~ Overview 0 Di rections (12) □ Save Reviews (~ El Nearby Send to phone ✓ In -store shoppi ng • ✓ In -store pickup ~ 9867 AL-104, Fa irhope, AL 36532 About < Share Located in: Publix Super Ma rket at Planters Pointe Shopping Center (9 Closed • Opens 9 AM Confirmed oy th'S business 2 weeks ago See more hours ~ pub lix.com ~ (251) 279-6157 G4WV+RW Fairh ope, Alabama ·~ LGBTO+ fr iendly > > AMENDED AND REST A TED LIMITED LIABILITY COMP ANY AGREEMENT OF COAST PROPERTIES, LLC (An Alabama Limited Liability Company) THIS AMENDED AND RESTATED LIMITED LIABILITY COMPANY AGREEMENT ("Agreement") is entered into and effective as of the 1st day of January, 2023, by and among MICHAEL G: ADAMS and TOBY D. WILLIAMS, JR., and such other persons who become parties hereto pursuant to the provisions hereof (such persons being sometimes hereinafter referred to collectively as the "Members" and individually as a "Member"). WHEREAS, the Company was organized in the State of Alabama on December 4, 2019 as Tire Group Properties, LLC; and WHEREAS, the original Members of the Company entered a Limited Liability Company Agreement on December 5, 2019 (the "Original Agreement"); and WHEREAS, since the date of formation the Company's name has changed from "Tire Group Properties, LLC" to "Coast Properties, LLC" and there have been other changes in its business model that have caused the Members to conclude that it would be in their best interests and the best interests of the Company to amend and restate the Company's Limited Liability Company Agreement; and NOW THEREFORE, in consideration of the mutual covenants and promises contained herein and for other good and valuable consideration, the receipt and adequacy of which are hereby acknowledged, the Members hereto agree and certify that the Original Agreement is hereby amended and restated as follows: "ARTICLE ONE FORMATION OF THE COMP ANY 1.1. Formation of Limited Liability Company. The Members organized the Company pursuant to the applicable provisions of the Alabama Limited Liability Company Law of 2014 (the "Law") and the Alabama Business and Nonprofit Entity Code (the "ABNE Code") and any act amendatory thereof, supplementary thereto or substituted therefor (hereinafter collectively referred to as the "Applicable Statutes"). Except as otherwise provided herein all rights, liabilities and obligations of the Members, both as among themselves and as to persons not parties to this Agreement, shall be as provided in the Applicable St atutes. 1.2. Principal Office. The principal and registered office of the Company shall be 4060 Tunbridge Wells Drive East, Semmes, Alabama 36575, or at such other place in the State of Alabama as may be designated by the Members. The registered agent shall be Toby D. Williams, Jr. until replaced by the Members. (D) "Person" means any individual, corporation, trust, partnership, joint venture, limited liability company, association, cooperative or other entity. (E) "Remaining Member" shall mean any Member who is not a Transferor with respect to a particular Transfer. (F) "Representative" means the legal representative or successor of any Member that is not a natural person, the legally appointed guardian of a mentally incapacitated Member, the conservator of the estate of a mentally incapacitated Member or the legally appointed and qualified executor or personal representative of the estate of a deceased Member. In the event no such guardian, conservator, executor or personal representative is appointed and then serving, then the term "Representative" shall mean the spouse of such incapacitated or deceased Member, or if such Member does not have a spouse or the spouse is not then living or is unable or unwilling to act, such Member's then living lineal descendants who are willing and capable of acting, one at a time in descending order of age but in no event younger than twenty­ one (21) years. (G) "Transfer" means, with respect to an Interest, a sale, assignment, gift, bequest or any other disposition by a Member, whether voluntary, involuntary or by operation of law. (H) "Transferable Interest" means a Member's right to (1) his, her or its distributive share of profits, losses and other items of income, gain, loss and deduction of the Company; and (2) his, her or its distributive share of Company property; a Transferable Interest is personal property. (I) "Transferor" means a Member who proposes to make a voluntary Transfer of such Member's Interest, or a Divorced Member, or the Representative of a Deceased Member. 2.2. Requirements for Admission. No transferee of the whole or any portion of a Member's Transferable Interest shall have the right to become a Member unless and until all of the following conditions are satisfied: (A) A duly executed and acknowledged written instrument of transfer approved by the Company has been filed with it setting forth (i) the intention, if any, of the transferee to be admitted as a Member; (ii) the notice address of the transferee; and (iii) the Transferable Interest transferred by the Transferor to the transferee; (B) The Transferor and transferee execute and acknowledge, and cause such other persons to execute and acknowledge, such other instruments and provide such other evidence as the Company may reasonably deem necessary or desirable to effect such admission, including without limitation the written acceptance and adoption by the transferee of the provisions of this Agreement; (C) The admission is approved by the unanimous consent of the Remaining Members, the granting or denial of which shall be within their sole and absolute discretion; and 2.3. Rights of Mere Assignees. If the transferee of a Transferable Interest is not admitted as a Member, he, she or it shall be entitled to receive the allocations and distributions 3 affirmative vote of a Majority In Interest it is determined that additional funds are required to pay the cost of operating the Company, such additional funds shall be contributed by the Members in proportion to their percentage Membership Interests. 3.4. Defaulting Members. If any Member is unwilling or unable to make, within thirty (30) days, any or all of such Member's proportionate contribution upon a capital call, then the other Members shall each have the right to make up such deficit amount in any proportion that they decide. If the other Members, or any one of them, make a contribution pursuant to the foregoing, such Member(s) shall have the option to treat the contribution as additional capital of the Company, or to treat the contribution as a loan to the defaulting Member. Such election shall be made, in writing, at the time the contribution is made. (A) If the contributing Members elect to treat their contribution as additional capital, then after such contributions are made, each Member's Membership Interest in the Company (and their respective interests in the net profits, net losses and cash flow) shall be adjusted and determined by dividing the total amount of capital contributed to the Company by each Member since the Company's inception by the total amount of capital contributed to the Company since its inception by all Members. The resulting quotient, with respect to each Member, shall be the adjusted percentage Membership Interest of each Member in the capital of the Company (and in the net profits, net losses and cash flow). (B) If the contributing Members elect to treat their contributions as a loan to the defaulting Member, then no adjustment shall be made to the percentage capital interest of the contributing Members, and each Member's share in the profits and losses and cash flow of the Company shall remain the same. The defaulting Member's capital account shall be increased in the same amount as would occur if the defaulting Member had made the additional capital contribution in the amount of the loan. In addition, the defaulting Member's share in the net profits, net losses and cash flow of the Company shall be adjusted, if necessary, as if he or she had made a contribution to the capital of the Company in the amount of such loan. The amount advanced by the Members on behalf of the defaulting Member shall be a debt of the defaulting Member to the contributing Members and shall bear interest at the prime rate or base lending rate as published in the Wall Street Journal as of the date such loan is made and shall be repaid on demand by contributing Members or out of available cash flow after the payment of all other amounts due on debt owed to third parties, but prior to any distributions to the Members. (C) Each Member grants to the Company, and to the lending Member with respect to any loans made to that Member, as security, ratably for the payment of all capital contributions that such Member has agreed to make and the payment of all loans and interest accrued made by lending Members to that Member, a security interest in his or her Membership Interest under the Uniform Commercial Code of the State of Alabama. On any default in the payment of a required capital contribution or in the payment of a loan or interest accrued, the Company or the lending Member, as applicable, is entitled to all the rights and remedies of a secured party under the Uniform Commercial Code of the State of Alabama with respect to the security interest granted. Each Member shall execute and deliver to the Company and the other Members all financing statements and other instruments that the Manager or the lending Member, as applicable, may request to effectuate and carry out the preceding provisions of this section. At the option of the Manager or a lending Member, this Agreement or a carbon, photographic, or other copy of this Agreement may serve as a financing statement. The 5 No Member shall have the right to demand and receive any distribution in any form other than cash. 4.3. Tax Distributions. To the extent that funds are available, the Company shall make pro-rata distributions to the Members for the payment of taxes in accordance with the following: (A) The amount distributable with respect to any year shall be equal to the aggregate amount of federal, state and local income taxes payable by the Members as a result of the Company being taxed as a partnership for federal income tax purposes, assuming, for purposes of determining the amount of such distribution, that each Member will be taxed on the net amount set forth in his or her respective K-1 at the highest marginal individual federal income tax rate for such year, and at the highest marginal individual state and local income tax rates applicable to any Member for each such taxable year; and (B) Such distributions shall be payable at such time or times and in such amounts as will enable the Members to avoid penalties and interest otherwise payable on account of the failure to pay a sufficient amount of estimated taxes as required by law. AR TI CLE FIVE MANAGEMENT 5.1. Management. The management of the Company, and all of the authority of the Company, shall be under the direction of, and shall be exercised by, the Members. Provided, however, the Members may designate one or more Members to act as Manager(s) of the Company by the affirmative vote of the Members holding a Majority in Interest, and all references herein to a "Manager" shall only be applicable in the event that the Members elect to appoint a Manager. A Manager shall cease being a Manager of the Company upon such Manager's death, adjudication of incompetency or removal by the Members pursuant to the provisions of this Agreement. Any action of the Managers must b e made upon the unanimous agreement of all persons collectively acting as Managers. 5.2. Unanimous Member Approval for Certain Actions. Notwithstanding the provisions of Sections 5.1 above, each of the following actions shall require the unanimous vote of the Members: (A) the lease, sale, exchange, transfer or other disposition of all, or substantially all, of the assets, with or without the goodwill, of the Company; (B) a consolidation or a merger of the Company with any other entity, regardless of whether the Company is the surviving or the disappearing entity; (C) the voluntary dissolution of the Company; (D) any act which would make it impossi b le to carry on the business of the Company including any disposition of the goodwill of the business of the Company; 7 make such records and books of account available for inspection by any Member, or any Member's duly authorized representative, during regular business hours and at the principal office of the Company. Within seventy-five (75) days after the end of each calendar year, there shall be prepared and distributed to all Members reasonable tax-reporting information, in sufficient detail to enable such Member to prepare such Member's federal, state and local income tax returns. All books, records, tax reports, budgets and plans shall utilize the cash method of accounting. 5.9. Taxable Year. The taxable year of the Company shall be a calendar year, and the first taxable year shall end on December 31 st of the year in which the Company is formed. ARTICLE SIX INDEMNIFICATION; CONFLICT OF INTEREST 6.1. Indemnification. The Company shall indemnify any present or former Member, or Manager (individually "Indemnified Party" and collectively "Indemnified Parties"), against expenses actually and reasonably incurred in connection with the defense of an action, suit, or proceeding, civil or criminal, in which any of the Indemnified Parties is made a party by reason of being or having been a Member or Manager, except in relation to matters as to which the Indemnified Party is determined in the action, suit, or proceeding to be liable for gross negligence, willful or reckless conduct in the performance of duty, or a knowing violation of the law. Additionally, the Company may purchase and maintain insurance on behalf of any of the Indemnified Parties against any liability asserted against and incurred by the Indemnified Party in any capacity arising out of his, her or its status as a Member or Manager of the Company, whether or not the Company would have the power to indemnify the Indemnified Party against that liability under this subsection. 6.2. Conflict of Interest. (A) The Members or their respective Affiliates, or any shareholder, officer, director, or employee thereof, may not engage in or possess an interest in other business ventures of every nature and description, independently or with others, but not including the ownership, operation, management, or syndication of businesses the same or similar to that of the Company, unless such opportunity is first presented to the Company and the Company declines. A Member or any of their respective Affiliates shall be obligated to present any business opportunity, which is the same or similar to that of the Company, to the Company. (B) A Member will not violate a duty or obligation owed to the Company merely because the conduct of the Member furthers his or her own interest. A Member may lend money to and transact other business with the Company. The rights and obligations of a Member who lends money to or transacts business with the Company are the same as those of a person who is not a Member, subject to other applicable law. No transaction with the Company shall be voidable solely because a Member has a direct or indirect interest in the transaction if the material facts of the transaction and the Member's interests have been disclosed to all Members and either (a) the transaction is fair to the Company, or (b) disinterested Members authorize, approve, or ratify the transaction. 9 settlement agreement or other action by which the Divorced Member's Spouse becomes entitled to all or any portion of the Divorced Member's Transferable Interest (the "Spouse's Interest"), the Divorced Member, for a period of ninety (90) days after the effective date of such transfer, shall have the option to purchase all or any portion of the Spouse's Interest, for the price and upon the terms set forth in Section 7.l(D). If the Divorced Member does not exercise his option to purchase all of the Spouse's Interest, for a period ending thirty (30) days after the close of the Divorced Member's ninety (90) day option period, the Company shall have an option to purchase the balance of the Spouse's Interest, and, if the Company does not exercise its option to purchase all of the balance of the Spouse's Interest, for a period ending thirty (30) days after the close of the Company's thirty (30) day option period, the Remaining Members other than the Divorced Member shall have an option to purchase the balance of the Spouse's Interest (in proportion to the Membership Interests of the Remaining Members exercising the option granted in this Section), at the price and upon the terms set forth in Section 7. l(D). (3) If the Company fails to exercise its options to acquire all of a deceased or Divorced Member's Transferable Interest, the options provided in this Section shall be deemed unexercised with respect to the entire Transferable Interest; provided, however, that the applicable provisions of Article Two shall apply. (D) Purchase Price and Terms. (1) Purchase Price. If the Company and the Remaining Members (collectively, the "Optionor") exercise their options to acquire all of a Transferor's Transferable Interest, the purchase price shall be an amount equal to: (a) the purchase price as stated in the Transfer Notice where (i) the proposed transfer is for full and adequate consideration, and (ii) the transferee identified in the Transfer Notice is not a member of the Transferor's family or an entity in which the Transferor directly or indirectly contracts or holds more than ten percent (10%) of the power to vote the equity interests of such entity ("Affiliate") of the Transferor; or (b) in all other cases the fair market value of the Transferor's Transferable Interest as mutually agreed upon by the Optionor and the Transferor. If the parties to the transaction cannot agree within ten (10) days after the date of the Exercise Notice, the fair market value of Membership Interest shall be the amount determined in accordance with the provisions of Exhibit B which is attached hereto and incorporated herein by this reference. (2) Payment of Purchase Price and Closing. The closing of any sale and purchase of the Transferor's Transferable Interest shall occur within thirty (30) days from the later of (a) delivery of the final valuat ion performed pursuant to this Paragraph l(b), above or notic e of exercise to acquire pursuant to a Transfer Notice . The Optionor shall pay the purchase price: (a) in accordance with the terms set forth in the Transfer Notice; or (b) in all other cases by paying twenty percent (20%) of the purchase price in cash on the day of the closing, and with the balance of the purchase price to be paid in 11 bound by the provisions of this Section 7.4; or (3) of information received by a Member from a source independent of the Company that the Member reasonably believes to have been obtained without breach of any obligation of confidentiality. The Members acknowledge that breach of the provisions of this Section 7.4 may cause irreparable injury to the Company for which monetary damages are inadequate, difficult to compute, or both. Accordingly, the Members agree that the provisions of this Section 7.4 may be enforced by specific performance without posting bond. 7.5. Withdrawal. Except as otherwise permitted by unanimous consent of the Members or specifically provided herein, so long as a Member continues to hold any Membership Interests, such Member shall not have the right or power to withdraw from the Company or resign as a Member prior to the dissolution and winding up of the Company and any such withdrawal or resignation or attempted withdrawal or resignation by a Member prior to the di ssolution or winding up of the Company shall be null and void. 7 .6. Lack of Authority. No Member has the authority or power to act for or on behalf of the Company, to do any act that would be binding on the Company, or to incur any expenditures on behalf of the Company, except to the extent that such act or expenditure has been approved by the Manager. ARTICLE EIGHT DISSOCIATION 8.1. Events of Dissociation. A person ceases to be a Member of the Company (a "Dissociated Member") upon the occurrence of one or more of the following events (an "Event of Dissociation"): (A) With respect to the transfer of a Member's entire Transferable Interest, (i) when the transferee of such Transferable Interest is another Member or upon any such transferee's becoming a Member, or (ii) the Member is otherwise removed by the affirmative vote of a Majority Interest of the non-Transferring Members. (B) The Member dies or is adjudicated incompetent by a court of appropriate jurisdiction. (C) In the case of a Member who is a trustee or is acting as a Member by v irtue of being a trustee of a trust, the death of the grantor of the trust or the termination of the trust (whichever first occurs), but not merely the s ubstitution of a new trustee. (D) In the case of a Member that is a partnership or separate limited liability company, the dissolution of the partnership or separate limited li ability company. (E) In the case of a Member that i s a corporation, the filing of articles of dissolution or its equivalent for the corporation, or revocation of its charter and elapse of ninety (90) days after notice to the corporation of revocation without a reinstatement of its charter. 13 Agreement, the "bankruptcy" of a Member shall be deemed to have occurred upon the happening of any event described in the Applicable Statutes. 9.3. Withdrawals ; Continuations. It is agreed that so long at least one Member remains after an event of dissolution described in Section 9.1, the Company shall be permitted to continue without being wound up, and the business of the Company shall be ca1Tied on by the Manager or a successor Manager appointed by such Member. 9.4. Effects of Dissolution. Upon the occurrence of a Dissolution Event, the Company shall cease carrying on its business, except insofar as may be necessary for the winding up thereof. The existence of the Company shall continue until the winding up of the affairs of the Company is completed and a certificate of dissolution has been issued by the probate judge in the county where the Certificate of Formation was filed. 9.5. Distribution of Assets on Dissolution. Upon the winding up of the Company, the Company's property shall be liquidated and sold and any net profits or net losses shall be allocated among the Members in accordance with Article Four above. After such allocation the liquidation proceeds shall be distributed as provided in Section 9 .2 hereof. Liquidation proceeds shall be paid within sixty (60) days of the end of the Company's taxable year or, if later, within ninety (90) days after the date of liquidation. Such distributions shall be in cash or property (which need not be distributed proportionately) or partly in both, as determined by a Majority in Interest of the Members. Upon the approval of a Majority in Interest of the Members, the Company may distribute part or all of the Company's property to the Members in kind in lieu of selling the property, provided that all such in kind distributions are made as if such distributed in kind property were hypothetically liquidated and sold at fair market value and the proper allocations of hypothetical net profits and net losses made. 9.6. Winding Up and Certificate of Dissolution. The winding up of the Company shall be completed when all debts, liabilities, and obligations of the Company have been paid and discharged or reasonably adequate provision therefor has been made, and all of the remaining Property and assets of the Company have been distributed to the Members. Upon the completion of the winding up of the Company, a certificate of dissolution shall be delivered to the probate judge in the county where the Articles were filed. The certificate of dissolution shall set forth the information required by the Applicable Statutes. ARTICLE TEN DISPUTE RESOLUTION 10. l. Disputes Among Members. The Members agree that in the event of any dispute or disagreement solely between or among any of them arising out of, relating to or in connection with this Agreement or the Company or its organization, formation, business or management ("Member Dispute"), the Members shall use their best efforts to resolve any dispute arising out of or in connection with the Agreement by good-faith negotiation and mutual agreement. The Members shall meet at a mutually convenient time and place to attempt to resolve any such dispute. However, in the event that the Members are unable to resolve any Member Dispute, such parties shall first attempt to settle such dispute through a non-binding mediation proceeding. In the event any party to such mediation proceeding is not satisfied with the results thereof, then 15 Majority in Interest. For each taxable year during which the Company is eligible to do so, the Company shall "elect out" of the partnership level audit rules as provided in section 6221 (b) of the Code, and with respect to any notice of final partnership adjustment pertaining to a taxable year (the "Audit Year") for which such an election has not been made, then except as otherwise unanimously agreed by the current Members of the Company, the Company shall make the "push out" election described in section 6226(a)(l) of the Code and provide the statements described in section 6226(a)(2) of the Code such that the adjustment is taken into account by those who were members of the Company during the Audit Year as provided in section 6226(b) of the Code. AR TI CLE TWELVE MISCELLANEOUS 12.1. Amendment by Unanimo·us Consent of the Members. Without the approval of all the Members, no amendment may be made to the Certificate of Formation or this Agreement which shall: (i) change the limited liability of the Members; (ii) modify the provisions relating to the amount or character of the capital contribution of any Member or the obligation of a Member to make any type of contributions to the capital of the Company; (iii) modify the provisions of the Agreement relating to the allocation for the sharing of net profits or net losses of the Company unless specifically authorized hereunder; (iv) change the manner in which distributions of net cash flow and sale proceeds are to be distributed to the Members unless specifically authorized hereunder; (v) change the definition "fair market value" for purposes of determining the purchase price of a Membership Interest; or (vi) change the term set forth in Section 1.4 above. 12.2. Amendment by Majority of Member Approval. Other than as set forth in Section 12.1 above, the Certificate of Formation and the Agreement may be amended by the approval by the affirmative vote of a Majority In Interest. 12.3. Notices. Any notice, demand, or communication required or permitted to be given by any provision of this Agreement shall be deemed to have been sufficiently given or served for all purposes if delivered personally to the party or to an executive officer of the party to whom the same is directed or, if sent by registered or certified mail, postage and charges prepaid, addressed to the Manager's, Member's and/or Company's address, as appropriate, which is set forth in this Agreement. Except as otherwise provided herein, any such notice shall be deemed to be given three (3) business days after the date on which the same was deposited in a regularly maintained receptacle for the deposit of United States mail, addressed and sent as aforesaid. 12.4. Meetings. The Applicable Statutes require no Member meetings, whether annual or special, therefore, nothing in this Agreement is to be construed as a requirement that the Members hold meetings. If, however, the Members elect to hold meetings, such meetings shall be held and conducted in the same manner as corporate meetings are held and conducted under the Alabama Business Corporation Law. In lieu of any meeting at which the Members are entitled to vote, the Members may take any action by written consent. 12.5. Construction. Whenever the context so requires, the gender of all words used in this Agreement includes the masculine, feminine, and neuter, and the singular shall include the 17 12.14. Entire Agreement. This Agreement contains the entire agreement among the Members with respect to the matters of this Agreement and shall supersede and govern all prior agreements, written or oral. 12.15. Further Action. The parties hereto shall execute and deliver all documents, provide all information and take or refrain from taking action as may be necessary or appropriate to achieve the purposes of this Agreement. 12.16. Waiver. No failure by any Member to insist upon the strict performance of any covenant, duty, agreement or condition of this Agreement or to exercise any right or remedy consequent upon a breach thereof shall constitute a waiver of any breach or any other covenant, duty, agreement or condition. 12.17. Offset. Whenever the Company is to pay any sum to any Member, any amounts that Member owes the Company may be deducted from that sum before payment. 12.18. Disclosure. Each of the Members acknowledges that he (a) was urged in advance by the attorney who prepared this Agreement to secure separate independent legal counsel in connection with signing and making this Agreement and its effect upon him, (b) has carefully read and understood the provisions of this Agreement, ( c) is signing and making this Agreement voluntarily, (d) has been provided a fair and reasonable disclosure of the property and financial obligations of the other Members as they might pertain to the Company, and (e) hereby voluntarily and expressly waives in this writing any right to disclosure of the property and financial obligations of the other Members beyond the disclosure provided. IN WITNESS WHEREOF, each party has executed this Limited Liability Company Agreement on the day and year first written above. MEMBERS: ~ ~L MICHAEL G. ADAMS, Member TOBY D. WILLIAMS , JR., Member P:\Cllcnl o;,ec1orles\Coas1 Proper1,es LLC (Jo<mcrly TI,e Group Proper1ies LLC)IAmendcd and Rcslaled LLC Agreemenl • 1·30·23.clocx 19 EXHIBITB The fair market value of all or any portion of a Membership Interest shall be determined by appraisal in accordance with the following procedure: (A) Each party shall appoint its own appraiser, each of whom shall independently determine the fair market value of the company's underlying real estate in writing. Each party appointing an appraiser shall pay the fees of that appraiser; (B) If there is no more than a five percent (5%) variance between the appraised value as determined under subsection (A) above, the average of the two values shall be the fair market value of the Membership Interest; (C) If there is more than a five percent (5%) variance between the appraised value as determined under subsection (A) above, the appraisers appointed by the parties shall, within ten (10) days following the completion of the initial appraisals, select a third appraiser, who shall proceed to apprllise the company's property in writing. The parties shall share equally in the cost of the third appraisal. The three appraised values shall then be compared and the two values bearing the closest relationship to one another shall be averaged. The resulting amount shall be the fair market value of the member's interest; 1 (D) All appraisals performed pursuant to this Exhibit B shall be directed to be completed within thirty (30) days following the appointment of the respective appraiser. SIGNED FOR IDENTIFICATION Date MICHAEL G ADAMS Date ' TOBY D. WILLIAMS, JR. 21 STATE OF ALABAMA DOMESTIC LIMITED LI;~BILITY COMP ANY (LLC) CERTIFICATE OF AMENDMENT PURPOSE: In order to amend a Limited Liability Company's (LLC) Certificate of Formation under Section l0A-SA-2.02 of the Code of Alabama 1975, this Certificate of Amendment and the appropriate filing fees must be filed with the Office of the Secretary of State. INSTRUCTIONS: Mail 2 copies of this completed form along with a self-addressed, stamped envelope to: *Secretary of State, Business Services, P.O. Box 5616, Montgomery, Alabama 36103. *Include a check, money order, or credit card payment for the $100.00 processing fee. *The request is only accepted via mail or courier and will not be accepted via email. *You may file the amendment on line in the time it takes to type this request. *Your filing will not be indexed if the credit/debit card does not authorize and will be removed from the index if the check is dishonored ($30 fee). This form must be typed and will not be accepted via email. 1. The current recorded name of the Limited Liability Company: Tire Group Properties, LLC 2. The date the Certificate of Formation was filed: 12 I 04 I 2019 (MM/DD/YYYY) 3. Alabama Entity ID Number (Format 000-000-000): 000 -594 -826 TO OBTAIN ID NUMBER, go to our website at www.sos.alabama.gov, click on Business Services (below picture), click on Business Entity and Name Search, click on Entity Name, enter the name of the entity in the appropriate box, and enter. Click on the number and verify that this is the correct entity. This step is strongly recommended. This form was prepared by: (type name and full address) John J. Crowley, Jr. Coale, Dukes, Kirkpatrick & Crowley , P.C. 2610-B Dauphin St., Suite 101 Mobile, AL 36606 DLLC Amendment -1/2022 page I of 2 (For SOS Use Only) Alabama Sec. Of State Entity Change 000-594-826 DLL Date 7/15/2022 Tiu 11:15 220715 3 Pg File County fotcll 06/014 u00.00 $.00 u00.00 DOMESTIC LIMITED LIABILITY COMP ANY AMENDMENT 4. The following amendment was adopted on 07 /_jl__/2022 (MM/DD/YYYY): The name of this Company is changed to "Coast Properties __D_ Additional Amendments and the dates on which they were adopted are attached. *Be very specific about what must be changed if you are amending existing information. *If the amendment includes a name change, a copy of the Name Resenration Certificate issued by the Office of Secretary of State must be attached . *Registered agents and registered agent addresses are changed by filing a Change Of Registered Agent Or Registered Office By Entity form directly with the Office of the Secretary of State {the new agent's signature is required agreeing to accept responsibility). Agent information will NOT be changed with an amendment. 5. The undersigned authorized signature certifies that the amendment or amendments have been approved in the manner required by Title I0A of the Code of Alabama o/1975 and the governing documents of this entity. 07 I 11 / 2022 Date (MM/DD/YYYY) Toby D. Will iams, Jr. Typed name of above signature Manager Typed title/capacity to sign under I 0A-SA-2.04 DLLC Amendment -l /2022 Page 2 of2 Secretary of State C r edit Ca:rd or Prepaid Payment Option/Return/Hold S heet:.:. If you do not send an acknowledgement copy and a pre-addressed postage paid envelope with the filing you will not receive a receipt from the Secretary of State's Office. Hold for pickup request will have the receipt attached. The document of record will be stamped showing the receipt of the filing fee but will not show convenience fees (generally these fees are between 2% and 5% of the total charge). lnfonnation MUST be twed or illing will be rctumcd witJ1out review. Entity Name: Tire Group Properties, LLC AL Entity ID #, required for all filings other than formation/registration: Service Requested: f7l $100.00 Amendment filing fee 000 -594 -826 ( ex: 000-000-000) Hold at Front Desk for pick-up by:._ _______________________ _ There is no notification service/call for pick-up. Choose one of the following: ® Check/money order is attached-Please make one check payable for each filing to the Alabama Secretary of State. Do not use one check for multiple filings. Q Charge fees to prepaid account: Account Number _________________ _ and Account Nam e ___________________________ _ Typed Name & Signature of Authorized Individual on Account Q Credit Card Ty pe: ___________ (Visa, MC, Discover & AmEx) Card Number: ____________ Expiration Mo/Yr.: __ / __ (MM/YY) Card Holder Name:. ___________________________ _ Comp lete Billing Address: _________________________ _ Street or PO Box City State Zip Signature of Card Holder: ________ --,-----.,,....-...,......,.------,--.,----.--------- MUST b_e.Signature of Card '.flolder Domestic Amendment Credit Card/Prepaid Account Payment Slip -1/2022 John H . Merrill Secretary of State P .O. Box 5616 Montgomery, AL 36103 -5 6 16 STATE OF ALABAMA I, John H. Merrill, Secretary of State of Alabama, having custody of the Great and Principal Seal of said State, do hereby certify that pursuant to the provisions of Title I0A, C hapter 1, Article 5, Code of A labama 1975, and upon an examination of the entity records on file in this office, the following entity name is reserved as available: Coast Properties LLC This name reservation is for the exclusive use of John J. Crowley, Jr., 2610-B Dauphin St., Suite 101 , Mobile, AL 36606 for a period of one year beginning July 08, 2022 and expiring July 08, 2023 RES033317 In Testimony Whereof, I have hereunto set my hand and affixed the Great Seal of the State, at the Capitol, in the city of Montgomery, on this day. July 08, 2022 Date John H. Merrill Secretary of State ..- CX) ..- >- <C (/) ~ w :::r: QC <( C) > -3: :::r: ------QC w I- <C I- (/) J.O. NO. 23-0217 COMP. FILE J~.?_~ DWG. NO. 6S-2E-02-04 N45'14'56"E 42.52' 6"x6" CONCRETE MONUMENT ELEVATION=116.57 NAVD88 N89'56'19"W 1,146.03' STATE HIGHWAY 104 VARIABLE R/W 400E -, 2141670 l!!~!!l BALDWIN COUNTY, ALABAMA m HARRY D'OLIVE, JR. PROBATE JUDGE Filed/cert. 08/16/2024 02:34 PM TOTAL $55.00 3 Pages SLIDE 0002963-A .,-;1------------0 ,- co - 20'BSL ~ CAJ 30,483:1: S.F. 0. 70:1: ACRE § 66.00' \a., ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION PLAT OF SUBDIVISION g CRF(2) N w s o· 50' 100' 150' ~ ---w I I CRF(1) CRF(2) CRF(3) CMF(1) CMF(2) SSL GSB COFUE PUE DE 1 .. -50' LEGEND CAPPED REBAR FOUND (WA HIER) CAPPED REBAR FOUND (MOORE) CAPPED REBAR FOUND (DEWBERRY) 4"x4" CONCREfE MONUMENT FOUND 6"x6" CONCRETE MONUMENT FOUND SETBACK LINE GREEN SPACE BUFFER CITY OF FAIRHOPE UTILITY EASEMENT PUBLIC UTILITY EASEMENT DRAINAGE EASEMENT JUNE 10, 2024 WA 1TIER SURVEYING, INC, PROFESSIONAL LAND SURVEYORS C M I iii iii IMMMM MMIMMIMMEI SHEET 1 OF 3 4318 Downtowner Loop N., Suite H Mobile, Alabama 36609 251-342-2640 CRF(I) ~ (X) ~ >- <( V) :s: w :r: 0-'. <( (.9 > -3: :r: ..___,__ CL w 1--- <( 1--- (f) CURVE DATA CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH Cl 10'00'00" 300.00' 52.36' S84'56'17"E 52.29' C2 1 o·oo·oo" 300.00' 52.36' S84'56'17"E 52.29' C3 30'00'00" 200.00' 104.72' NI 4'56'08"W 103.53' C4 30·03'35" 200.00' 104.93' N14'54'21 "W 103.73' C5 20·00'00" 200.00' 69,81' N09"52'33"W 69.46' C6 20-00·00" 250,00' 87.27' N09"52'33"W 86.82' C7 25·00'00" 300,00' 130.90' N12'37'27"E 129.86' CB 25·00·00" 100.00' 43.63' N12"37'27"E 43.29' C9 14·59'51" 300,00' 78.53' NOT33' 4 7"E 78,30' C10 15·00·00" 200.00' 52.36' NOT33'43"E 52.21' C11 90·03'44" 25.00' 39.30' S44'54'25"E 35,37' C12 89'56'16" 25.00' 39.24' N45'05'35"E 35,34' C13 90'03'44" 25.00' 39.30' N44'54'25"W 35,37' C14 89'56'16" 25,00' 39.24' N45"05'35"E 35.34' C15 10'00'00" 275.00' 48,00' S84'56'17"E 47.94' C16 10·00·00" 325.00' 56.72' S84'56'17"E 56,65' C17 10·00'00" 275.00' 48,00' S84'56'17"E 47.94' C18 10·00'00" 325.00' 56,72' S84'56'17"E 56,65' C19 90·00·00" 25.00' 39.27' S44'56'17"E 35,36' C20 90'00'00" 25.00' 39.27' N45'03'43"E 35.36' C21 25'47'03" 175.00' 78.75' N1T02'37"W 78.09' C22 26'26'52" 225.00' 103.86' N16"42'42"W 102.94' C23 30·03'35" 225.00' 118.04' NI 4"54'21 "W 116.69' C24 30-03'35" 175.00' 91.81' NI 4'54'21 "W 90.76' C25 20·00·00" 175.00' 61.09' N09'52'33"W 60.78' C26 20·00'00" 225,00' 78.54' N09"52'33"W 78.14' C27 20·00'00" 275.00' 95.99' N09'52'33"W 95.51' C28 20·00·00" 225.00' 78,54' N09'52'33"W 78.14' C29 1 T01'24" 325.00' 96,56' N08"38'09"E 96.21' C30 25'00'00" 275.00' 119, 99' N12'37'27"E 119.04' C31 07°58'36" 325.00' 45.25' N21 '08'09"E 45.21' C32 25'00'00" 75.00' 32.72' N12'37'27"E 32.47' C33 25'00'0D" 125.00' 54.54' N12'37'27"E 54.11' C34 29·03'54" 171.17' 86,83' S75'22'04"E 85,91' C35 29"06'28" 225.00' 114.31' S75'20'37"E 113.08' C36 89"23'29" 40.00' 62.41' S44'29'05"E 56.27' C37 14'59'51" 275.00' 71.98' NOT33'47"E 71.78' C38 14·59'51" 325.00' 85.07' NOT33'47"E 84.83' C39 1s·oo'oo" 175.00' 45.81' NOT33'43"E 45.68' C40 15·00'00" 225.00' 58.90' NOT33'43"E 58,74' C41 61"34'29" 49.00' 52.66' N7T01'21"E 50.16' J.O. NO. 23-0217 COMP. FILE 2872. DWG. NO. 6S-2E-O2-O4 I POINT OF BEGINNING N.E. CORNER OF THE S.W. 1/4 OF THE S. W. I/ 4, SECTION 2, T-6-S, R-2-E 2141670 l!l.~l!l BALDWIN COUNTY, ALABAMA~ HARRY D'OLIVE, JR. PROBATE JUDGE Filed/cert. 08/1612024 02:34 PM TOTAL $55.00 3 Pages SLIDE 0002963-B j CRF(3) S89'54'01 "E 1,190.55' CMF(I) ~ 3: 0, 0, ..___,__ m m n-: <O 00 "' "' N N 0 LO w (.) ]--.. N .....J 1---O'.J ,::, ::, 0 ()_ 0 ~ z CURVE DATA CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH C42 61 '34'29" 29.00' 31.17' N7T01'21"E 29.69' C43 23'42'06" 196.00' 81.08' S84'02'28"E 80.50' C44 23'42'06" 216.00' 89,35' S84'02'28"E 88.72' C45 11'32'34" 830.01' 167.21' N89"52' 46"E 166.93' C46 11'32'34" 810.01' 163.18' N89'52' 46"E 162.91' LINE DATA C47 38'28'33" 96,00' 64,47' N76"24'47"E 63,26' LINE BEARING DISTANCE C48 38"28'33" 116.00' 77.90' N76"24'47"E 76.44' L 1 N46'14'06"E 3.04' C49 01·53'00" 175.00' 5.75' N05"05'36"W 5.75' L2 N46'14'06"E 3.04' C50 05·33'20" 175.00' 20.02' N0918'46"W 20.01' L3 N5T10'30"E 12.02' C51 --- ------------L4 N5T10'30"E 12.02' C52 22'17'32" 244.47' 95.12' NI 8"44' 49"W 94,52' L5 N78"43'09"E 7.39' C53 30·03'35" 156.00' 81.84' N14"54'21"W 80,91' L6 N78'43'09"E 6.70' C54 10'00'00" 156.00' 27.23' N05'07'27"E 27.19' L7 N78"43'09"E 18.09' C55 10·00·00" 136,00' 23.74' N05'07'27"E 23, 71' L8 N29'56'08"W 39,27' C56 30'00'00" 116.00' 60.74' N04"52'33"W 60.05' L9 N00'07'27"E 30.77' C57 30'00'00" 136.00' 71.21' N04"52'33"W 70.40' L10 N65'03' 43"E 48,30' C58 30'29'56" 176.00' 93,69' N04'37'35"W 92.58' L11 S89'52'33"E 3.00' C59 30'29'56" 196.00' 104.33' N04"37'35"W 103.1 O' L12 N00"07'27"E 26.16' C60 29'49'14" 266.00' 138.44' N04'17'14"W 136.89' L13 N00'07'27"E 34.16' C61 29'49'14" 246,00' 128,03' N04'17'14"W 126.59' L14 NI 9'52'33"W 9.28' C62 19'19'18" 204,00' 68.79' N09'32'12"W 68.47' L15 N19'52'33"W 9.28' C63 19'19'18" 184.00' 62.05' N09"32'12"W 61.76' L16 N10-37'23"E 22.54' C64 23'13'27" 156,00' 63.23' N11"44'10"E 62.80' LI? N10'37'23"E 22.54' C65 23'13'27" 176,00' 71.34' N11"44'10"E 70.85' L18 N19'11'51"W 20.41' C66 19'32'46" 176,00' 60.04' N13"34'30"E 59.75' L19 N19"11'51"W 20.41' C67 19'32'46" 196.00' 66,86' N13'34'30"E 66.54' L20 N00"07'27"E 8.50' C68 44·20'55" 76,00' 58.83' N25"58'34"E 57.37' L21 N00'07'27"E 8.50' C69 44·20'55" 56,00' 43,35' N25'58'34"E 42.27' L22 N23'20'53"E 10.46' C70 48'01'35" 56.00' 46,94' N24'08'14"E 45.58' L23 N23'20'53"E 10.46' C71 48'01'35" 76.00' 63.70' N24"08'14"E 61.86' L24 N03'48'07"E 22.84' C72 90·00·00" 28,00' 43.98' N44'52'33"W 39,60' L25 N03'48'07"E 22.84' C73 90·00'00" 16.00' 25.13' N44'52'33"W 22.53' L26 N48'09'02"E 14.37' C74 1 o·oo·oo· 342.00' 59.69' S84'56'17"E 59.61' L27 N48'09'02"E 14.37' C75 1 o·oo'oo" 258.00' 45.03' S84'56'17"E 44.97' L28 N00'07'26"E 38.75' C76 08"49'58" 96,00' 14.80' N85"38'44"E 14.78' C77 17°39'55" 516.00' 159.09' S89"56'17"E 158.46' C78 15'01'31" 496.00' 130.07' S89'56'17"E 129.70' C79 03·49'55" 96.00' 14.80' S85'31'19"E 14.78' C80 01 ·55'21" 275.00' 9.23' S00"50'14"E 9.23' C81 21'32'39" 84.00' 31.59' N6T56'49"E 31.40' C82 21'32'39" 104.00' 39.11' N67'56'49"E 38,88' C83 22"43'57" 225.00' 89.27' N18'34'10"W 88.69' ~ NOTES: LINE DATA LINE BEARING DISTANCE I. FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. L29 N00'07'26"E 46.75' A PROPERTY OWNERS ASSOCIATION (POA) IS REQUIRED TO BE FORMED. THE POA L30 N89"52'33"W 17.00' 2. L31 N89"52'33"W 9.00' IS REQUIRED TO MAINTAIN ANY AND ALL STORM WATER FACILITIES AND STRUCTURES LOCATED OUTSIDE OF THE PUBLICLY ACCEPTED RIGHT-OF-WAY. L32 N00'07'27"E 20.00' L33 S62"27'33"W 31.06' 3, STORM WATER DETENTION AREAS ARE NOT THE RESPONSIBILITY OF BALDWIN L34 S62"27'33"W 30.28' COUNTY OR THE CITY OF FAIRHOPE TO MAINTAIN. L35 Noo·14'31"E 7.75' L36 soo·oo·oo"E 20.15' 4, THERE IS A DEDICATED DRAINAGE, UTILITY, AND MAINTENANCE EASEMENT OVER L37 soo·oo·oo"E 19.85' THE ENTIRETY OF COMMON AREAS 1 AND 2. L38 N89'54'01"W 20.00' L39 S89'56'17''E 75.63' 5. CAPPED REBARS (WATTIER) HAVE BEEN SET AT ALL CORNERS UNLESS OTHERWISE L40 S79"56'17''E 62.68' NOTED. L41 S89'56'17"E 91.98' 6. THE PROPERTY OWNERS ASSOCIATION WILL BE RESPONSIBLE FOR THE L42 S89'56'17"E 211.98' MAINTENANCE, IF APPLICABLE, AND ENERGY COSTS OF THE STREET LIGHTS. L43 NI 0"07'27"E 14.10' L44 NI 0'07'27"E 14.10' 7. EACH LOT SHALL REQUIRE A MANDA TORY SITE PLAN REVIEW. L45 N43'45'54"W 37.21' L46 N43"45'54"W 20.00' 8. EACH LOT SHALL PROVIDE THE PROJECTED TRIP GENERATION DURING THE SITE L47 N43"45'54"W 14.45' PLAN REVIEW. L48 S89"53'51 "E 15.07' NO DIRECT ACCESS FROM ANY LOT WITHIN THIS PLAT SHALL BE ALLOWED TO L49 N89'54'01"W 36.76' 9. ALDOT HIGHWAY 104 OR ALDOT HIGHWAY 181. ALL LOTS SHALL ACCESS VIA L50 S35'05'59"W 12.21' ENCOUNTER DRIVE, BUSHEL DRIVE, OR HIDDEN GLEN. L51 soo·o5'59"w 18.00' L52 N89'54'01"W 30,00' 10, REFER TO THE JULY 2024 PLANNING COMMISSION MINUTES CASE SD 24.13 FOR L53 N00"05'59"E 18.00' ADDITIONAL ROAD CUT REQUIREMENTS. L54 S89'54'01"E 11.69' L55 N35'05'59"E 12.21' L56 S89"54'01"E 18.31' ENCOUNTER COMMERCIAL RETAIL SUBDIVISION PLAT OF SUBDIVISION CENTER I I . I I 40 DE I 1 20'BSL I I m "" 0 " I I I I I I I I I I o· CRF( 1) CRF(2) CRF(3) CMF(I) CMF(2) SBL GSB COFUE PUE DE 00 ~ <O a::, <N . ~ 3: : <N LO I"') p 0 0 V) w N ~ E s 50' 100' 150' 1 " -50' LEGEND CAPPED REBAR FOUND (WA TTIER) CAPPED REBAR FOUND (MOORE) CAPPED REBAR FOUND (DEWBERRY) 4"x4" CONCRETE MONUMENT FOUND 6"x6" CONCRETE MONUMENT FOUND SETBACK LINE GREEN SPACE BUFFER CITY OF FAIRHOPE UTILITY EASEMENT PUBLIC UTILITY EASEMENT DRAINAGE EASEMENT JUNE 10, 2024 WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS iiiiiiihikSCMMMIMIMIMMMIMI SHEET 2 OF 3 4318 Downtowner Loop N., Suite H 251-342-2640 Mobile, Alabama 36609 CERTIFICATION OF OWNERSHIP AND DEDICATION THIS IS TO CERTIFY THAT ENCOUNTER DEVELOPMENT, LLC IS THE OWNER OF THE LAND SHOWN AND DESCRIBED HEREON, AND THAT THE SAME HAS CAUSED SAID LAND TO BE SURVEYED AND SUBDIVIDED AS INDICATED HEREON, FOR THE USES AND PURPOSES HEREIN SET FORTH, AND DO HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE DESIGN AND TITLE HEREON INDICATED; AND GRANT ALL EASEMENTS AND DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS AND OTHER OPEN SPACES TO PUBLIC OR PRIVATE USE AS NOTED, TOGETHER WITH SUCH RESTRICTIONS AND COVENANTS NOTED BELOW OR ATTACHED IN A SEPARATE",LEGAL DOCUMENT. /2-~ l DA TED THIS ____ DAY OF _r:..J.2-~.y+---20/:f __ . ~>~t\~ OWNER CERTIFICATION BY NOTARY PUBLIC STATE OF ALABAMA COUNTY OF BALD\\1N I, l_e..s),'e__. 'J,'Ju,.r, ICnOY A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, HEREBY CERTIFY THAT 5c.o rt: '\)e.l o.ne_ '/ , WHOSE NAME AS __ L!.1§.JI "-;:ier --OF ENCOUNTER DEVELOPMENT, LLC, IS SIGNED T0 1 THE FOREGOING INSTRUMENT, AND WHO fi KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY, THAT BEING INFORMED OF THE CONTENTS OF THE INSTRUMENT, AND AS SUCH OFFICER AND 111TH FULL AUTHORITY, EXECUTED THE SAME VOLUNTARILY FOR AND AS THE ACT OF SAID CORPORATION. GIVEN UNDER MY HAND AND NOTORIAL SEAL THIS j_~~-DAY OF __ J~\_ L/ 202.!:l__. ~--~~ \~[ NOTARY PUBLIC My Commission Expires September 6, 2026 SURVEYOR'S CERTIFICATE STATE OF ALABAMA COUNTY OF BALDWIN ' I, MARK A. WATTIER, A LICENSED SURVEYOR IN THE STATE OF ALABAMA, HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY OF ENCOUNTER DEVELOPMENT, LLC, SITUATED IN BALDWIN COUNTY, ALABAMA AND DESCRIBED AS FOLLOWS: BEGINNING AT A 4"x4" CONCRETE MONUMENT AT THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 2, TOWNSHIP 6 SOUTH, RAI-IGE 2 EAST, BALDWIN COUNTY, ALABAMA; THENCE RUN SOUTH 00"-03'-52" WEST ALONG THE EAST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 2 A DISTANCE OF 1,286.18 FEET TO A CAPPED REBAR (MOORE) ON THE NORTH RIGHT-OF-WAY LINE OF STATE HIGHWAY 104 (VARIABLE R/W); THENCE RUN NORTH 89'-56'-19" WEST ALONG SAID NORTH LINE A DISTANCE OF 1,146.03 FEET TO A 6"x6" CONCRETE MONUMENT; THENCE RUN NORTH 43'-45'-54" WEST ALONG SAID NORTH LINE A DISTANCE OF 71.67 FEET TO A 6"x6" CONCRETE MONUMENT ON THE EAST RIGHT-OF-WAY LINE OF STATE HIGHWAY 181 (VARIABLE R/W); THENCE RUN NORTH 00'-18'-27" EAST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 504.90 FEET TO A CAPPED REBAR (WATTIER); THENCE RUN NORTH 45'-14'-56" EAST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 42.52 FEET TO A 6"x6" CONCRETE MONUMENT; THENCE RUN NORTH 00'-14'-31" EAST ALONG SAID EAST RIGHT-OF-WAY LINE DISTANCE OF 50.41 FEET TO A 6"x6" CONCRETE MONUMENT; THENCE RUN NORTH 45'-06'-24" WEST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTANCE OF 42.09 FEET TO A 6"x6" CONCRETE MONUMENT; THENCE RUN NORTH 00'-17'-39" EAST ALONG SAID EAST RIGHT-OF-WAY LINE A DISTAi-iCE OF 620.32 FEET TO A CAPPED REBAR (WATTIER) ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 2; THENCE RUN SOUTH 89'-54'-01" EAST ALONG SAID NORTH LINE A DISTANCE OF 1,190.55 FEET TO THE POINT OF BEGINNING. THE DESCRIBED PARCEL CONTAINS 35.16 ACRES, MORE OR LESS. AND THAT THE PLAT OR MAP CONTAINED HEREON IS A TRUE AND CORRECT MAP SHOWING THE SUBDIVISION INTO WHICH THE PROPERTY DESCRIBED IS DIVIDED, GIVING THE LENGTH AND BEARINGS OF THE BOUNDARIES OF EACH LOT AND EASEMENT AND ITS NUMBER, AND SHOWING THE STREETS, ALLEYS AND PUBLIC GROUNDS, AND GIVING THE BEARINGS, LENGTH, WIDTH AND NAMES OF THE STREETS. SAID MAP FURTHER SHOWS THE RELATION OF THE LAND so PLA mo TO THE GOVERNMENT SURVEY, AND THAT PERMANENT MONUMENTS HAVE BEEN PLACED AT POINTS MARKED THUS (El) AS HEREON SHOWN. I FURTHER CERTIFY THAT ALL PARTS OF THIS SURVEY AND DRAWING HAVE BEEN COMPLETED IN ACCORDANCE WITH THE CURRENT REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR SURVEYING IN THE STATE OF ALABAMA TO THE BEST OF MY KNOWLEDGE, INFORMATION, AND BELIEF. WITNESS MY HAND THIS THE ts±'DAY OF _;f~~,r.e;.c-=-~ 202_4:-_. SURVEYOR 'ill. . .,,, i. _ _;l_. !zdd/t& ALABAMAL~ ENGINEER'S CERTIFICATE STA TE OF ALABAMA COUNTY OF BALDWIN I, THE UNDERSIGNED, A REGISTERED ENGINEER IN THE STATE OF ALABAMA KOLDING CERTIFICATE NUMBER 25748, HEREBY CERTIFY THAT I HAVE DESIGNED THE WITHIN IMPROVEMENTS IN CONFORMITY WITH APPLICABLE CODES AND LAWS AND WITH THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION OF THE WITHIN IMPROVEMENTS, THAT THE SAME CONFORMS TO MY DESIGN, THAT THE WITHIN IS A TRUE AND ACCURATE REPRESENTATION OF IMPROVEMENTS AS INSTALLED AND THAT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY THE CITY OF F 61R~OPE, ALABAMA.::.. - _,C"''j:, PROJECT ENGINEtR ------J ('2'£6 {Z., __ '--+-·( __ _ DATE ' !-\ ?-- ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION, WHICH ARE CERTIFIED, CONSIST OF PAGE~ THRU t~, EACH OF WHICH BEARS MY SEAL AND SIGNATURE. J.O. NO. 23-0217 COMP. FILE 287~ OWG. NO. 6S-2E-02-04 I CERTIFICATE OF APPROVAL BY THE CITY OF FAIRHOPE PLANNING COMMISSION THE WITHIN PLAT OF ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION, FAIRHOPE, AJ.~BAMA IS HEREBY ~PPROVED ~y THE CITY OF FAIRHOPE PLANNING AND ZONING COMMISSION, THIS THE ~ DAY OF ~~i-t~--202~_. < SECRETARY, PLANNING COMMISSION CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES: THE UNDERSIGNED, AS AUTHORIZED BY RIVIERA UTILITIES, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAMIJ_N THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE --/7-n, DAY OF -l~-~~~ AUTHORIZED REPRES~ --======- CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES WATER AND SEWER DEPARTMENT: THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE PUBLIC UTILITIES, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE ;).6r< DAY OF _ _,.,,svlv 202.':/ __ ~ ~~4~~-;~E_--7_. _· ---_-___ _ / ~£_.Ktt' CERTIFICATE OF APPROVAL BY FAIRHOPE PUBLIC UTILITIES GAS DEPARTMENT: THE UNDERSIGNED, AS AUTHORIZED BY FAIRHOPE PUBLIC UTILITIES GAS DEPARTMENT, HEREBY APPROVES THE WITHIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWlt-1 COUNTY, ALABAMA, THIS THE .2.~,(,~+_i.-__ _ DAY OF j,.Jly 202.!:f_ ___ u~=---- AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY AT&T: THE UNDERSIGNED, AS AUTHORIZED BY AT&T, HEREBY APPROVES THE 1'<1THIN PLAT FOR RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS THE /or"-DAY OF -~'-'t . .;,..-~--- 202!/.._ezf'.L ~ - AUTHORIZED REPRESENTATIVE CERTIFICATE OF APPROVAL BY BALDWIN COUNTY 911: THE UNDERSIGNED, AS AUTHORIZED BY BALDl'<1N COUNTY 911, HEREBY APPROVES ~ WITHIN PLAT FOR RECORDING ~~~ THE PROBAz1i2%'.CE OF BALDWIN COUNTY, ALABAMA, THIS THE • DAY OF ~J)LfJ±b.a.J-f.ob.a.rd:w__ 0 AUTHORIZED REPRESENTATIVE ENGINEER: JADE CONSUL TING, LLC. P.O. BOX 1929 FAIRHOPE, AL 36533 251-928-3443 ----------, 2141670 l!\~l!l BALDWIN COUNTY, ALABAMA~ HARRY O'OLIVE, JR. PROBATE JUDGE Filed/cert. 08/16/2024 02:34 PM TOTAL S55.00 3 Pages SLIDE 0002963-C FLOOD CERTIFICATE: FALLING WATER BLVD ST. MICHAEL WAY s NOT TO SCALE §! STATE HIGHWAY 104 ii5 ~ VICINITY MAP THE PROPERTY DESCRIBED HEREON IS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER 01003C0661 M, DATED 04/19/2019, AND IS SHOWN TO BE IN FLOOD ZONE "X-UNSHADED". SITE DATA CURRENT ZONING: LINEAR FEET OF STREETS: 82, GENERAL BUSINESS DISTRICT 2,808 LF NUMBER OF LOTS: LARGEST LOT SIZE: SMALLEST LOT SIZE: COMMON AREAS: TOTAL AREA: 13 16.045 AC 0.962 AC 0.902 AC ±35.16 AC LOT UTILITY & DRAINAGE EASEMENTS (EXCEPT AS OTHERWISE SHOWN) ROADWAY FRONTAGES: 15' PUE ALONG ALL ROAD FRONTAGES SIDE: AS SHOWN LOT SIDEWALK EASEMENT AS SHOWN 5'/12' MULTI-USE TRAIL REQUIRED SETBACKS (EXCEPT AS OTHERWISE SHOWN) FRONT: 20' REAR: 0'/20' IF ABUT RESIDENTIAL SIDE: O' /10' IF ABUT RESIDENTIAL SIDE STREET: 20' AL-104 HCS: 100' FROM R.O.W. CENTERLINE AL-181 HCS: 125' FROM R.O.W. CENTERLINE UTILITIES WATER, SANITARY SEWER & GAS: FAIRHOPE PUBLIC UTILITIES 555 SOUTH SECTION ST., FAIRHOPE, AL 36532 JAY WHITMAN (251) 928-8003 ELECTRICAL: RIVIERA UTILITIES 413 E. LAUREL AVE, FOLEY, AL 36536 SCOTT SLIGH (251) 943-5001 COMMUNICATIONS: AT&T 2155 OLD SHELL ROAD, MOBILE, AL 36607 WADE MITCHELL (251) 471-8361 SURVEYOR: WA TTIER SURVEYING, INC. 4318 DOWNTOWNER LOOP N., STE K MOBILE, AL 36609 251-342-2640 DEVELOPER/OWNER: ENCOUNTER DEVELOPMENT, LLC 1189 POST ROAD, STE 3B FAIRFIELD, CT 06824 203-955-1978 ENCOUNTER COMMERCIAL RETAIL CENTER SUBDIVISION JUNE 10, 2024 WATTIER SURVEYING, INC. PROFESSIONAL LAND SURVEYORS PLAT OF SUBDIVISION SHEET 3 OF 3 4318 Downtowner Loop N., Suite H Mobile, Alabama 36609 251-342-2640 City of Fairhope Planning Commission December 1, 2025 SR 25.07 -Advanced Auto Parts -Road c::::J B-2 General Business District B-2 LJ Parcel c::::J Corporate Limit Proiect Name: Advanced Auto Parts Site Data: 1.09 acres Project T'tJ!.e: Site plan approval Jurisdiction : Fairhope Planning Jurisdiction Zoning District: 8-2 General Bus iness District ,- PPIN Number: 626314 General Location: -Northwest corner of State Highway 181 and State Highway 104 Survel/_or o[Record: Jade Consulting, LLC Enaineer of Record: Jade Consulting, LLC Owner L Develoe_er: Plant ers Pointe Partners, LLC School District: Fairhope Elementary Schoo l Fairhope Middle and High Schools Recommendation: Approved w/ Conditions Pref!ared bl{: s N & WW E s SR 25.07 – Advanced Auto Parts (Tabled) December 1, 2025 Page 1 of 6 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. This application came before the Planning Commission at its October 6, 2026 meeting and was requested to be tabled by the applicant due to unresolved conflicts between the site plan proposed at that time and the site plan for Lot 9 Planters Pointe which has already been approved by the City Council. STAFF COMMENTS As previously mentioned, this application came before the Planning Commission in October to request Site Plan approval. However, at that time the proposed site plan , which illustrated shared access between the subject site, Lot 9 Planters Pointe (Advanced Auto Parts), and the abutting property to the South, Lot 8 Planters Pointe (Express Oil Change). This was in direct conflict with the Site Plan that was approved for Lot 8 by the City Council in March, 2025. As such, the Applicant requested to table the application at the October meeting until such time that a shared access plan could be agreed upon by both parties. Since that time, the current application has been modified by the Applicant to now include a revised site plan illustrating both Lots 8 and 9 Planters Pointe Subdivision with a proposed fourty two (42)-foot wide shared access between the two (2) lots. The access consists of a standard 28-foot wide two-way driveway plus a 14- foot wide striped area to allow for maneuverability on site for delivery trucks (exhibits). Article V-E.2.c of the Subdivision Regulations establishes driveway access widths for lots based on the street classification and provides three (3) possible options: (1) Arterial streets serving non-residential lots- 40 feet at the curb cut and 30 feet at the intersection with the sidewalk; (2) Collector streets serving non-residential lots- 30 feet at the curb cut and 20 feet at the intersection with the sidewalk; and (3) Lanes serving non-residential lots – 25 feet. It’s important to note, however, that this portion of Rockwell Boulevard, though public right-of-way (ROW), does not meet the definition of any of the above street classifications and as such the Subdivision Regulations do not explicitly provide a required driveway access width. As the shared access is designed to provide ingress/egress to two (2) separate businesses’ customer traffic, delivery vehicles, and feed directly into the three (3) bays for Express Oil Change, a wider access width may be SR 25.07 – Advanced Auto Parts (Tabled) December 1, 2025 Page 2 of 6 appropriate to accommodate vehicular needs. As such, Staff is in support of the proposed shared access plan. Staff has received a letter from Mr. John Davis, Vice President of Engineering & Permitting with Express Oil, confirming the conceptual plan approval of the proposed shared site access (agenda package). It’s important to note that development permits for Lot 8 (Express Oil Change) have already been issued. As such, if approved, revised construction plans will be required for Express Oil Change in order to update their active permits. Tree & Landscaping - MORE INFO NEEDED The previous Tree & Landscape Plan submitted for the October meeting stated that four (4) trees were proposed for removal within Rockwell Boulevard right-of-way (ROW) but did not illustrate new trees to replace them. Other than this item the plan reviewed in October was compliant per the City of Fairhope Horticulturist. The Applicant has not submitted a revised Tree & Landscape plan addressing the replacement trees. Additionally, the proposed shift in landscaping due to the new shared access would presumably have some effect on proposed tree plantings and total landscape area for the site. Both items, however, will have a minor effect on an otherwise compliant Tree & Landscape plan and as such can be addressed prior to City Council review. If approved, the Applicant should submit a revised Tree & Landscape Plan illustrating full compliance with the City of Fairhope Tree and Landscape Ordinance to be reviewed by the City of Fairhope Horticulturist prior to the application being presented to the City Council. All other Site Plan review items included in the staff report for the October 6, 2025 Planning Commission meeting are copied below and remain the same. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing Site Plan requests. Recommendation: Staff recommends APPROVAL of SR 25.07 – Advanced Auto Site Plan with the following conditions: 1. Provision of a complete Tree & Landscape Plan for Advanced Auto Parts illustrating full compliance with the City of Fairhope Tree and Landscape Ordinance to be reviewed by the City of Fairhope Horticulturist prior to review of case SR 25.07 by the City Council; 2. Provision of a revised Site Plan and Tree and Landscape Plan for Express Oil Change, in association with SR 24.06, adjusted to accurately depict the final agreed upon proposal for shared access between Lot 8 and Lot 9 Planter’s Pointe Subdivision, prior to review of case SR 25.07 by the City Council; 3. Provision of revised plans and submittal documents for Express Oil Change for all active development permits; and 4. If the Applicant elects not to pursue a proposal for shared access between Lot 8 and Lot 9 Planter’s Pointe Subdivision, the application and all supporting documents for SR 25.07 – Advanced Auto Parts SR 25.07 – Advanced Auto Parts (Tabled) December 1, 2025 Page 3 of 6 must be revised and resubmitted in accordance with the next available standard submittal deadline, as outlined by the Fairhope Planning Commission Meeting and Deadline schedule. STAFF COMMENTS (OCTOBER 6, 2025) Site 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 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”. SR 25.07 – Advanced Auto Parts (Tabled) December 1, 2025 Page 4 of 6 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 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 SR 25.07 – Advanced Auto Parts (Tabled) December 1, 2025 Page 5 of 6 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. Surrounding Impacts - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site additional commercial uses. Community Benefits - 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 (OCTOBER 6, 2025) Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth the criteria for reviewing Site Plan 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 (Tabled) December 1, 2025 Page 6 of 6 REVISED Site Plan for Lot 8 & Lot 9 Planter’s Pointe ~ iij It, ')~ {;j ;/ ~WATil'_,EASt f ()f! FAlRt<OPC UT ~ ---.:.~ ----- ' 11 ........... r: .-.an..&, ,1 II II II ll II II 11 ~ fl ;:: ~ I( I / lt _I I -r I I · I I ±6,889 SF BUILDING ! Advanced Auto Parts I -- PROPOSt;O BUii DING ~1◄1SF FFE • 118 00 Ex_press Oi l Chan ge - ·- - I. ---~ ~~ <~ ~; It 2 I I I.., I I llt I I I 1~1 I i :-... , •' I ,•, .. ~ I .. ~ I ., .. . I r :•: I .. I -::.1 % ~ f I .. , I : I ... . ":-1 '·• . ..... ,. • ~---1 ::: •• I ~--·-1 .... :· .:1 C ... : .-~ .• I¾ APPLICATION FOR SITE PLAN APPROVAL Application Type: Attachments : [Zhite Plan Qrticles of Incorporation or List all associated investors Date of Application: _0_B_l2_6_!_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_e_d _A_ut_o_P_a_rt_s ______________ _ Site Acreage: 1.09 Sq. Footage: _6_,8_89 ______ _ Parcel No: 0546-02-03-0-000-004.245 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, Ill, 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: _A_L ____ _ Zip: _3_65_3_2 __ _ Contact Person: Perry C. "Trey" Jinright, 111, PE I certify that I am the property owner /leaseholder of the above describ d p~op hereby submit this site plan to the City for review. *If property is owned by airho s· gle Tax Corp. an authorized Single Tax representative shall sign this application. ;-f)EJl87- Owner/Leaseholder Printed Name <1' } 'LS-} 25 Date / / Fairhope Single Tax Corp. (If Applicable) dotl oop signature ver ificatio n: 11 1n-1 , ...,PB '-' • NOTARIZED AUTHORIZATION OF OWNER Vincent Cave Jr I/We,-=======::::::===--as the sole or joint fee simple title holder(s) of the property described as p arcel 05-46-02-03-0-000-004.245 .Iot 9 in Planters Pointe Subdivision authorize Planters Pointe Partners LLC & JADE CONSULTING; LLC and/or their consultants to act as our agent to seek site plan/development plan approval, DOT approvals, and/or all regulatory approvals in connection therewith, on the above referenced property. Company: Cave/Mitchell 1 LLC By: As Its: Member Address: PO Box 81322 Mobile, AL 36689 Phone: 2s1-421-2641 Fax: Em ail: vwcave2@lwcrei.com STATEOF ~ COUNTY OF ~µ) {\ dotloo p verifl~d 08/26/25 9:17 AM EDT LHMQ -TE69-GK2T-8PA I --------- ~going ~ent was acknowledged before me this ck, day of flt-§ , 2025 by -1..uf.e(\j l.1\M-Gi . . who is personaJly known to me or who has produced ___________ _ ofID) as identifi tion and who did not take an oath. RY -TYPED OR PRINTED COMMISSION NO : 7\9 \1£ LLC Cert of Formation - 11/2021 Page 1 of 2 STATE OF ALABAMA DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION PURPOSE: In order to form a Limited Liability Company (LLC) under Section 10A-5A-2.01 of the Code of Alabama 1975, this Certificate of Formation and the appropriate filing fees must be filed with the Office of the Secretary of State. The information required in this form is required by Title 10A. 1. The name of the limited liability company (must contain the words “Limited Liability Company” or the abbreviation “L.L.C.” or “LLC,” and comply with Code of Alabama, Section 10A-1-5.06. You may use Professional or Series before Limited Liability Company or LLC (or PLLC or SLLC) if they apply: 2.A copy of the Name Reservation Certificate from the Office of the Secretary of State must be attached. 3. The name of the registered agent (only one agent): Street (no PO Boxes) address of registered office (must be located in Alabama): *COUNTY of above address: Mailing address in Alabama of registered office (if different from street address): 4.The undersigned certify that there is at least one member of the limited liability company. $200.00 ------- Alabama $100.00 06/16/2025 001-195-755 DLL Time 12:01:00 Date Haymes S Snedeker Sec. Of State File 805 Trione St Daphne, AL 36526 Planter's Pointe Partners, LLC BALDWIN $100.00 County Total [] - DOMESTIC LIMITED LIABILITY COMPANY (LLC) CERTIFICATE OF FORMATION LLC Cert of Formation – 11/2021 Page 2 of 2 5.Check only if the type applies to the Limited Liability Company being formed: Series LLC complying with Title 10A, Chapter 5A, Article 11 Professional LLC complying with Title 10A, Chapter 5A, Article 8 Non-Profit LLC complying with Section 10A-5A-1.04(c) 6.The filing of the limited liability company is effective immediately on the date received by the office of the Secretary of State, Business Services Division or at the delayed filing date (cannot be prior to the filing date) specified in this filing complying with Section 10A-1-4.12 The undersigned specify / / as the effective date (must be on or after the date filed in the office of the Secretary of State, but no later than the 90th day after the date this instrument was signed) and the time of filing to be : AM or PM. (cannot be noon or midnight – 12:00) Attached are any other matters the members determine to include herein (if this item is checked there must be attachments with the filing). Date (MM/DD/YYYY) Signature as required by 10A-5A-2.04 Typed title (organizer or attorney-in-fact) *County of Registered Agent is requested in order to determine distribution of County filing fees. Haymes S Snedeker6 2025 // Member 16 01 6 12 4 2025 16 _O _o _O _O_ --□ ---□-~----- STATE OF ALABAMA June 16, 2025 Date Wes Allen Secretary of State RES225021 I, Wes Allen, Secretary of State of Alabama, having custody of the Great and Principal Seal of said State, do hereby certify that P.O. Box 5616 Montgomery, AL 36103-5616 Planter's Pointe Partners, LLC In Testimony Whereof, I have hereunto set my hand and affixed the Great Seal of the State, at the Capitol, in the city of Montgomery, on this day. This name reservation is for the exclusive use of Haymes S Snedeker, 805 Trione St, Daphne, AL 36526 for a period of one year beginning June 16, 2025 and expiring June 16, 2026 pursuant to the provisions of Title 10A, Chapter 1, Article 5, Code of Alabama 1975, and upon an examination of the entity records on file in this office, the following entity name is reserved as available: Wes Allen Secretary of State 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 Fairhope, 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 SHOPPING 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 review. This statement of availability remains effective for twelve (12) months from the date of this letter, at which time it shall expire and automatically be withdrawn. 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 necessary infrastructure improvements will be at the developer's expense. 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, August25,2025 City of Fairhope Hunter Simmons 555 S. Section St Fairhope, AL 36532 JINRIGHT & ASSOCIATES DEVELOPMENT ENGINEERS RE: Advance Auto Parts (Lot 9 -Planters Pointe) Traffic Generation Rockwell Blvd. Fairhope, AL Dear Mr. Simmons: Please accept the below information in regards to your request for trip generation figures for the proposed Advance Auto Parts Store. Standard traffic generation characteristics compiled by the Institute of Transportation Engineers (ITE) in their report entitled Trip Generation Manual, 9th Edition was applied to the proposed land use in order to estimate the peak hour vehicle trips for the development. A vehicle trip is defined as a one-way vehicle movement from point of origin to point of destination. This particular retail use actually has it very own Land use Code in the ITE manual. This proposed Advance Auto Parts Store (ITE Land Use Code 843) traffic characteristics are listed in the following table. Table 1 Trip Generation Table. TRIP GENERATION VOLUME SUMMARY ·-·--TOTAL TRIP GENERATED ITE 24 AM PEAK HOUR -PM PEAK HOUR CODE LAND USE UNIT HOUR ENTER EXIT TOTAL ENTER EXIT TOTAL 843 I Automobile 1 6.89 426 N/A N/A 30 22 22 44 Parts Sales KSF Note: AM Peak Hour • 4.41 • 6,889 /1000 = 30 total Tnps , Note: DirectIonal Distnbulion not available for weekday AM Peak Hour. PM Peak Hour= 6.44 • 6,B89 /1000 = 44 total Trips Respectfully, Paul W. Marcinko, P.E. POST OFFICE BOX 1929 • F,-\IRHOPE , :\L-\B:\;\L-\ 36533 TELEPHONE (251) 928-34-B • F.-\CSl;\lILE (251 ) 928-3665 ----------- $j ~ ') ~ t"::? "' !;:'{ l;j ,t::5 ~ al en L t. ~ I . I I _I , I • I I I I I I I I 11 ~--~ "' "' ±1.09AC (47,498 SF) ±6,889 SF BUILDING LOTS PROPOSED BUILDING ±5,747 SF FFE = 118.00 ... .... PROPOSED STORMWATER MANAGEMENT AREA ff} -'o ~ ~ :);..---~-­... 1 s·I I D&Uf I I ~~1:~ '.:I I ·:1¼ I • •-• I ,:-., I') 1-<:J OJ 1 oo · HCS I -i ~ -i >-.. ~ ~ ~ ~ ~ V) "" ~ kl o:l ::ii ~ ;;: I a. ::; ~ II >-~ :::; □ w w a. "' □ I!' ~ Jinright & Associates Development Engineers 208 Greeno Road N,, Ste, C Fairhope, Alabama 36532 P.O. Box 1929 Fairhope, Alabama 36533 Phone: (251) 928-3443 Fax: (251) 928-3665 20 GRAPHIC SCALE 0 ( IN FEET) 1 inch= 20 ft. 20 SITE DATA TABLE Sll'lE OF MAMMA CXUffl'OFMUIWIN CITY OF FAIRHOPE jadengineers,com IDT I PIMIBIS PlllNIE SIIIDMSlllN TAX PARCEL ID: 05-46-02-03-0-000-004 .245 PARCEL SIZE: APPROX. 1.09 ACRES EXISITNG ZONING: B-2 GENERAL BUSINESS DISTRICT lllllllli!!lEIIIMB: FRONT: 50' SIDE: 10' REAR: 20' LMDl!il"ME lllffEIIS• FRONT: 20' GREENSPACE BUFFER SIDE"J O' REAR: O' .........i:m:- REQUIRED: 0-400 SF = 4 SPACES 400 SF GFA = 4 SPACES + + 4600 SF/ 400 SF= 11.5 SPACES VEHICLE PARKING: 400-5000 SF= 1 SPACE/400 SF + + OVER 5000 = 1 SPACE/200 SF 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 SHAU. 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: I 27 SPACES [INC. 2 H£C AND 8 COMPACT SPACES} LEGEND ------PROPERTYLINE m [E] D D D D ~ EXIST. ASPHALT PAVING EXIST. OONCRETE PROPOSED LIGHT DIJTY ASPHALT PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DIJTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED PERVIOUS CONCRETE ~ ~ 45.500ft 8.0oon: 12.052ft 1.334ft 8.000ft 4.00s 20.40° PRELIMINARY SITE PLAN APPROX. 1.09 ACRES PROPOSED COMMERCIAL DEVELOPMENT AL HIGHWAY 181 AND ROCKWELL BLVD FAIRHOPE, AL 1/'l N 0 N -­,...., N -­,...., ,...., Via: Email November 21 , 2025 To Whom It May Concern: EXPRESS OIL CHANGE ,a M I NUTIE ·•Rv1c• li7ltf!! Tll?E !lll!i£! ENGINEERS 1,. __ '-s ..,,-.., ~ ~,c. ,euro ~ U.S-Cll<t: ~~ -~--- Re: Conceptual Plan Approval and Shared Access Driveway Agreement John Davis Vice President of Engineering & Permitting 1880 Southpark Drive Birmingham, Alabama 35244 Direct Dial: 205.397 .1 164 jdavis@expressoil.com www.expresso il.com Express Oil Change hereby confirms that it has conceptually approved the site plan submitted by Advance Auto Parts for the proposed development adjacent to our parcel of land to be known as "Outparcel 7" and located on Highway 18 I, Fairhope, Alabama, consisting of approximately 1.00 acre of land. Furthermore, Express Oil Change agrees in principle to the incorporation and use of a shared access driveway between the two properties, as depicted in the conceptual plans provided by Advance Auto Parts. This agreement is intended to facilitate coordinated site access, improved traffic flow, and mutual benefit for both businesses . Please note that this letter reflects conceptual approval only. Final approval will be subject to review and execution of any required formal agreements, easements , legal documents, or engineering plans deemed necessary by Express Oi l Change and applicable authoritie s. If you have any questions or require additional information , please feel free to contact us. Kindest regards, John Davis LEGAL DESCRIPTION ST A TE CF ALABAMA COUNTY CF BALD'MN PLANTERS POINTE SUBDlv130N, RE-SIJB LOT 2, NW COONER SUBDIVISION, AS RECCRDED IN SLIDE 2954-B & C OF THE RECCRDS IN THE OFFICE OF THE JJDGE Cf PROOATE, BALDWN COUNTY, ALABAMA. CONTROL POINT DATA POINT NORTHING EASTING ELEVATION DESCRIPTION T1 199,788.74 1,857,271.88 119.79 RED CAPPED REBAR (WATTIER) T2 199,445.19 1,857,296.13 117.85 RED CAPPED REBAR (WATTIER) T3 199,594.90 1,857,542.46 114.44 RED CAPPED REBAR (WATTIER) T4 199,880.11 1,857,548.59 116.22 RED CAPPED REBAR {WATTIER) T5 200,078.41 1,857,554.77 113.65 RED CAPPED REBAR {WATTIER) TB 199,899.08 1,857,339.64 118.28 RED CAPPED REBAR {WATTIER) PROPERTY CORNER DATA POINT NORTHING EASTING DESCRIPTION BR701 199,649.84 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 5/8' REBAR T708 199,917.84 1,857,536.30 NAIL & DISK /CA 1007LS ALDOTI T709 199,847.13 1,857,376.51 CAPPED REBAR (THOMPSON) T710 199,688.13 1,857,298.27 CAPPED REBAR (THOMPSON) UTILITY INFORMATION CONTRACTOR SHALL HAVE ALL EXISTING BURIED lJTILITIES "LINE SPOTTED" BY CALLING 1-800-292-8925 (ALABAMA ONE-CALL) OR BY CONTACTING LOCAL UTILITY COMPANIES FAIRHOPE PUBLIC UTILmES 555 5 SECTION ST, FAIRHOPE, AL 36532 DARYL MOREFIELD (WATER & SEWER) WATER/SEWER/GAS, daryl.morefield@fairhopeal.gov WES BOYETT (GAS) wes.boyett@fairhopeal.gov (251) 928-2136 RIVIERA UTILITIES 413 E LAUREL AVE, FOLEY, AL 36535 ELECTRICAL, WES ABRAMS wabrams@rivierautilities.com (251) 943-5001 AT&T ALABAMA 2155 OLD SHELL RD, MOBILE, AL 36607 TELEPHONE: WADE MITCHELL wm0395@att.com (251) 680-7402 Magnolia Beach Cl AUTO PARTS FAIRHOPE, AL ROCKWELL BL VD (LOT 9 PLANTERS POI NTE SUBDIVISION) GRADE, DRAIN, BASE AND PAVE WATER DISTRIBUTION SEWAGE COLLECTION SYSTEM SEPTEMBER 2025 !! Mantra 35 ·ends . metery •. 6,(1,s co~ .. f":_r---;) VICINITY MAP NOTTO SCALE 14 I (, 8, 2 \ SITE DATA TABLE 517(1'EDfA!AMMA CXlll'flYDF IINJlWIN aTYDF FAIRHIIPE IDT 9 PIMTBIS POINIE SUIIDM5lDll 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 111 lllli REIIIICCS• FRONT: SO' SIDE: 10' REAR: 20' IMDSllVE IIJlftllS: FRONT: 20' GREENSPACE BUFFER SIDE: O' REAR: O' PMICDG IIeraBRli REQUIRED, 0-400 SF = 4 SPACES 400 SF GFA ■ 4 SPACES + + VEHICLE PARKING: 400-5000 SF = 1 SPACE/400 SF 4600 SF / 400 Sf = 1 l.5 SPACES + + OVER 5000 = 1 SPACE/200 SF 1889 SF/ 200 SI' = 9.S SPACES =25 TOTALSl'AO'S *NO USE SHALL PROVIDE MORE THAN 20% MORE THAN THE PARKING REQU1RED BY TABLE 4·3• 25 * 1.2 = 30 SPACES [27 SPACES PROVIDED} *COMPACT SPACES SHALL BE A MINIMUM OF 30% OF THE REQUIRED SPACES AHO NO MORE TIW-i A MAXIMUM OF 40% OF THE REQUIRED SPACES* 25 "'0.30 -7.5 SPACES [8 COMPACT SPACES PROVIDED} VEHICLE PARKING PROVIDED: BUILDING HEIGHT: GROSS FLOOR AREA: BUILDING COVERAGE: SPEED LIMIT 25 IMPERVIOUS: GREENSPACE, ROCKWELL BLVD NOTE: 27 SPACES [INC. 2 H£C AND 8 COMPACT SPACES ! IIJIUllllGtEatT•- 20' 6,889 SF 6,889 SF:::: 14.5% OF SITE 22,848 SF ~ 48% OF SITE (EXCLUDING BUILDING &.INC. MULTI -USE ~ATH) SPEED LIMIT 55 AL-181 24,650 SF :::: 52% OF SIT~ INDEX TO SHEETS: SHEET co Cl C2 C3 C4 cs C6 0 C8 C9 C10 DESCRIPTION COVER StiEET EXISTING CONOmONS/OEMOL!TION PIAN SITE PlAN GEOMETRJC LA~OVT & UTILITY PINI GRADING & DRAINAGE Pt.AN ClVI L CONSTRUCTION NOTES Cl\llL CONSTRUCTION DETAILS (I) CML CONSTRUCTION DETAILS (2) CML CONSTRUCTION DETAILS (3) EROSlON CONTROL PlAN EROSION COHTROL DETAILS PREPARED FOR: PLANTERS POINTE PARTNERS, LLC HAYMES SNEDEKER P.O. BOX 130 DAPHNE, AL 36526 (251) 243-0708 (251) 252-9898 (FAX) 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. ~ w w :::r:: V) er: UJ > 8 JOB NO: SCALE: :G i ~ ;,, ~ ':i. I:: le. 1 l ti at "' 8 ~ f t,E z2 2 I= Q ~ 25-1986.20 N/A DATE: SEPT 2025 DRAFTER: lVML SHEET, co ~ s C z 0 i;; § 0 % INV(S)~ 111 86 INV(N)~111.oo INV(S)~11 0 85 I EX. ,SS# 1 tr---fc--t-~ RIM= 119.42 INV(N)~ 106.08 INV(S)~ 106.18 INV(N)~104.64 INV(S)~104.59 10.09 NOTES: I. ALL NEW WORK SHOWN IN THESE PLANS SHALL COMPLY W!Tli APPLICABLE STATE, FEDERAL AND LOCAL BUILDING AND UTILITY INSTALLATION CODES. 2. NO WORK SHALL COMMENCE, INCLUDING DEMOLITION, UNTIL ALL APPLICABLE EROSION CONlROL 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. DEMOLITION NOTE: I. 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 RX". 3. CLEAR AND GRUB ALL AREAS WITHIN POND AND ROADWAY FOOTPRINTS. GRAPHIC SCALE 20 ( IN FEET) 1 inch= 20 ft. ;;;;,----------------FLOOD ZONE NOTE: ~ --------------+ ACCORDING TO THE FEDERAL INSURANCE ADMINISTRATION FLOOD LEGEND HAZARD BOUNDARY MAP NO. 0I003C066IM, DATED APRIL 19, 2019, THE ABOVE DESCRIBED PROPERTY IS LOCATED IN FLOOD HAZARD AREA "X-UNSHADED" AS DETERMINED BY GRAPHIC SCALING. ~ BENCHMARK AXL[ ~. EXISTING AXLE FOUND CMF □ CONCRETE MONUMENT FOUND Off 8_ OPEN TOP IRON PIPE FOUND CRF 8 CRSO CAPPED ROD FOUND CAPPED ROD SET RIGHT-OF-WAY CENTERUNE EXIST. PROPERTY UNE PROPERTY LINE (ADJACENT) EXIST. EASEMENT UNE 20 UT APPROX. 14 LF EX. CURB & GUTTER PROVIDE SMOOTH EDGE) --------ew--EXIST. OVERHEAD lITTLITY AND lITTLITY POLE POINT T1 T2 T3 T4 T5 TB ""'"-I CONTROL POINT DATA NORTHING EASTING ELEVATION DESCRIPTICN 199,7B8.74 1,857,271.88 119.79 RED CAPPED REBAR (WATTIER) 199,445.19 1,857,296.13 117.85 RED CAPPED REBAR (WATTIER) 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 ATTIER 199,899.08 1,857,339.64 118.28 RED CAPPED REBAR ATTIER PROPERTY CORNER DATA POINT NORTHING EASTING DESCRIPTICN BR701 199,649.84 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) D01 199,819.61 1,857,352.34 CAPPED REBAR (THOMPSON) D02 199,963.07 1,857,505.88 CAPPED REBAR (DEWEERRY) D03 199,977.79 1,857,496.14 CAPPED REBAR (THOMPSON) D04 199,964.30 1,857,399.87 CAPPED REBAR (THOMPSON) D05 199,963.04 1,857,428.04 CAPPED REBAR REF. (DEWBERRY) DOB 199,881.08 1,857,445.96 CAPPED REBAR (THOMPSON) D07 199,881.04 1,857,535.73 5/8' REBAR DOB 199,917.84 1,857,536.30 NAIL & DISK (CA1007LS ALDOT) DOB 199,847.13 1,857,376.51 CAPPED REBAR (THOMPSON) mo 199,688.13 1,857,298.27 CAPPED REBAR (THOMPSON} EXISTING UTILITIES DISCLAIMER: 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. 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 FAIRHOPE PUBLIC UTILffiES 555 S SECTION ST, FAIRHOPE, AL 36532 DARYL MOREFIELD (WATER & SEWER) WATER/SEWER/GP$: daryl.morefield@fairhopeal.gov WES BOYETT (GPS) wes.boyett@fairhopeal.gov (251) 928·2136 RIVIERA lJTILffiES 413 E LAUREL AVE, FOLEY, AL 36535 ELECTRICAL: WES ABRAMS wabrams@rivierautilities.com {251) 943-5001 AT&T ALABAMA 2155 OLD SHELL RD, MOBILE, AL 36607 TELEPHONE: WADE MITCHELL wm0395@att.com (251) 680-7402 f---GUY ~ EXIST. GUY WIRE AND l/ITLITY POLE --w---w---EXIST. WATER UNE ---ss---EXIST. SANITARY SEWER UNE --GAS --EXIST.GA.SUNE ---UGC ---EXIST. UNDERGROUND CABLE UNE -FO --FO -EXIST.FIBEROPTICCABLEUNE -m --m -EXIST. TELEPHONE UNE EXIST. FENCE UNE EXIST. PIPE EXIST. 1 FOOT CONTOUR EXIST. S 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 UNE 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 TREE PROTECTION SURVEY PROVIDED BY: Wattier Surveying, Inc. Professional Land Surveyors 4318 Downtowner Loop N., Suite H MobDe, Alabama 36609 251-342-2640 g I z iii Bl ~ ~ ~ § a o! ~ g z ::i a.. z l,E 0 ..... I-..... ...J z2 0 ::E UJ e Cl I= V) z 0 Q ..... I-..... Cl ~ z 0 u l9 z ..... I- V) ..... >< UJ JOB NO: 25-1986.20 SCALE: 1" = 20' DATE: SEPT 2025 DRAFTER: lVML SHEET: Cl REQD., 6' H/C RAMP I REQD., 2' WIDE y I REQD,, 6" WIDE y ,-.....!Z"---l=::.--~-, I ~ 1 0 =00] 1,1 .,, l.r~~-•n, ll U WB-40 -Intermediate Semi-Trailer overall h overall ~;~~d ~~~~~earance Tc Lock-to-lock time Max Steering Angle (Virtual) ~ ~ REQD,, 24" W Q:j t REQD., 2' WI "-;, O:; (j;j !;J REQD., 6" WI ~ ~ I ~ Q! REQD., (2 (j :{! REQD., CONNECT TO EXISTING SIDEWALK F.F.E. 118.35 ±6,889 SF BUILDING LOT9 ±1.09 AC (47,498 SF) REQD., 12" PAINTED BLUE STRIPING LOTB 0 PROPOSED STORMWATER MANAGEMENT AREA ~ iii I ~ !a! " ,: 8 ~ ;Ii ~ iil z ? §: ~ ., w "' "' ~ " ci " w §: ~ ~ " N §: ci- ~ O' ci iii ~ "DO NOT ENTER" ' ® 0 ~ "ONE WAY° J I SSL ' SWE I I D&UIE I i I if ~ J!~ © 1 oo' HCS I '-I Ct) '-I >-... ~ ~ ~ ~ ~ \/) a:: ~ kl 55 c:i ll:; ~ NOTES TO CONTRACTOR: 1. EVERY EFFORT HA.S BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILJTY 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 INFRA.STRUCTURES 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 IBE OWNER FOR REVIEW. GRAPHIC SCALE 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE SITE FOR THE DURATION OF IBE PROJECT. 20 6. ALL EARTHWORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH GEOTECHNICAL RECOMMENDATIONS. ( IN FEET) 7. ALL CONDUIT LOCATIONS FOR POWER, TELEPHONE, AND CABLE SHALL BE COORDINATED WITH ARCHITECTURAL PLANS AND LOCAL UTILITY PROVIDERS. PARKING STRIPING NOTE: PARKING STRIPES ON CONCRETE SHOULD ALWAYS BE YELLOW AND PARKING STRIPES ON A.SPHALT SHOULD ALWAYS BE WHITE UNLESS OTHERWISE SPECIFIED IN THE CONSTRUCTION DOCUMENTS. PROPOSED JOINT LAYOUT: PROPOSED CONTRACTION/SAWClJT JOINT PROPOSED EXPANSION JOINT ~ AXL[b CMF □ Off 8 CRF 8 CRSO 1 inch= 20 ft. LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET RIGHT-OF-W,W CENTERUNE EXIST. PROPERTY UNE PROPERTY LINE (ADJACENT) EXIST. EASEMENT UNE 20 --------ew--EXIST. OVERHEAD lITTLITY AND lITTLITY POLE SPEED LIMIT 25 SPEED LIMIT 55 ROCKWELL BLVD AL-181 SITE DATA TABLE 5rA1ECJFMAIWIA CDJNIYCJFIWDWIN CIIYCJF FI\IRH0PE IDT 9 PINfflll5 PIIINIE SIIDVl5IDN 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 1111 lllli SEIIIMB• FRONT: SO' SIDE: 10' REAR: 20' ---FRONT: 20' GREENSPACE BUFFER SIDE: O' REAR: O' NRlllllllllSTAMMAm: REQUIRED: 0-400 SF = 4 SPACES 400 SF GFA = 4 SPACES + + VEHICLE PARKING: 400-5000 SF = 1 SPACE/400 SF 4600 SF/ 400 SF = 11.S SPACES + + OVER 5000 = 1 SPACE/200 SF 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} lllllrlitEa-l'l'IMfali BUILDING HEIGHT: 20' GROSS FLOOR AREA: 6,889 SF BUILDING COVERAGE: 6,889 SF a 14.5% OF SITE IMPERVIOUS: 22,848 SF i::: 48% OF SITE (EXCLUDING BUILDING & INC. MULTI-USE PATH) GREENSPACE: 24,6SO SF a 52% OF SITE I f---GUY ~ EXIST. GUY WIRE AND l/ITLITY POLE --w---w---EXIST. WATER UNE ---ss---EXIST. SANITARY SEWER UNE ---GAS ---EXIST. GA.SUNE ---UGC ---EXIST. UNDERGROUND CABLE UNE -FO --FO -EXIST.FIBEROPTICCABLEUNE --m --m --EXIST. TELEPHONE UNE -~ D D D EXIST. FENCE UNE EXIST. PIPE PROPOSED PROPERTY UNE PROPOSED EASEMENT UNE PROPOSED SETBACK UNE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB EXIST. POWER POLE EXIST. LJGHT POLE EXIST. ELECTRICAL BOX EXIST. WATER METER EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE EXIST. GAS VALVE EXIST. GA.S UNE 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 HEAVY DUTY ASPHALT PROPOSED UGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED PERVIOUS CONCRETE z ::5 c.. LU I-..... (/) JOB NO: SCALE: g I iii ~ ~ § a o! ~ l,E z2 e I= Q ~ 25-1986.20 1" = 20' DATE: SEPT 2025 DRAFTER: lVML SHEET, C2 z Bl ~ g INV(S)~ 111 .86 INV(N)~111.oo INV(S)~11 0 85 PROPOSED APPROX. 252LF PRIMARY CONDUIT (BY OTHERS -SHOWN FOR SCHEMATIC PURPOSES ONLY. COORD W/ LOCAL VTILITY FOR FINAL ROUTING) r o, ,~ lg ·@ INV(N)~104.64 INV(S)~104.59 §~i ~~~ ci ~~~ @' "' «'i'8 al:;-t:;;,: ;;\I=! !z:lfl 8~ ,:i "I=' ~" F.F.E. 118.35 ±6,889 SF BUILDING LOT9 ±1.09 AC (47,498 SF) 83' PROPOSED PAD MOUNTED TRANSFORMER LOCATION & APPROX. 46LF UNDERGROUND SECONDARY SERVICE (BY OTHERS -SHOWN FOR SCHEMATIC PURPOSES ONLY. COORD W/ LOCAL UTILITY FOR FINAL ROUTING) PROPOSED APPROX. 175LF PRIMARY CONDUIT (BY OTHERS-SHOWN FOR SCHEMATIC PURPOSES ONLY. COORD W/ LOCAL UTILITY FOR FINAL ROUTING) LOTB PROPOSED STORMWATER MANAGEMENT AREA ta ~ "' " 24' ~[ ! 1 1 t l ~ -~. I _ R to;, -I >- \1 I f , r , r , f r f I r I I , I , I , I ' I 10.09 NOTES TO CONTRACTOR: 1. EVERY EFFORT HA.S BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILJTY 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 INFRA.STRUCTURES 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. 20 GRAPHIC SCALE 20 ( IN FEET) 1 inch= 20 ft. -----------------DIMENSION NOTE: ------------+ DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. LEGEND -0- 11 6 '"' POINT T1 T2 T3 T4 T5 TB '-I Ct) '-I >-... ~ a:: ~ ~ kl 55 ~ c:i ll:; ~ ~ ~ \/) 1 oo· HCS I UTILITY NOTE: CONTRACTOR TO STUB OUT UTILITIES TO WITHIN 5' OF BUILDING. COORDINATE WITH PLUMBING PLANS FOR CONNECTION. PROPOSED JOINT LAYOUT: PROPOSED CONTRACTION/SAWClJT JOINT PROPOSED EXPANSION JOINT CONTROL POINT DATA NORTHING EASTING ELEVATION DESCRIPTICN 199,7B8.74 1,857,271.88 119.79 RED CAPPED REBAR (WATTIER) 199,445.19 1,857,296.13 117.85 RED CAPPED REBAR (WATTIER) 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 ATTIER 199,899.08 1,857,339.64 118.28 RED CAPPED REBAR ATTIER PROPERTY CORNER DATA POINT NORTHING EASTING DESCRIPTICN BR701 199,649.84 1,857,298.2B 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) D01 199,819.61 1,857,352.34 CAPPED REBAR (THOMPSON) D02 199,963.07 1,857,505.88 CAPPED REBAR (DEWBERRY) D03 199,977.79 1,857,496.14 CAPPED REBAR (THOMPSON) D04 199,964.30 1,857,399.87 CAPPED REBAR (THOMPSON) D05 199,963.04 1,857,428.04 CAPPED REBAR REF. (DEWBERRY) DOB 199,881.08 1,857,445.96 CAPPED REBAR (THOMPSON) D07 199,881.04 1,857,535.73 5/8' REBAR DOB 199,917.84 1,857,536.30 NAIL & DISK (CA1007LS Al.DOT) DOB 199,847.13 1,857,376.51 CAPPED REBAR (THOMPSON) mo 199,688.13 1,857,298.27 CAPPED REBAR (THOMPSON} EXISTING UTILITIES DISCLAIMER: EXISTING UTILJTIES 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. 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 FAIRHOPE PUBLIC UTILffiES 555 S SECTION ST, FAIRHOPE, AL 36532 DARYL MOREFIELD (WATER & SEWER) WATER/SEWER/GP$: daryl.morefield@fairhopeal.gov WES BOYETT (GPS) wes.boyett@fairhopeal.gov (251) 928-2136 RIVIERA lJTILmES 413 E LAUREL AVE, FOLEY, AL 36535 ELECTRICAL: WES ABRAMS wabrams@rivierautilities.com (251) 943-5001 AT&T ALABAMA 2155 OLD SHELL RD, MOBILE, AL 36607 TELEPHONE: WADE MITCHELL wm0395@att.com (251) 680-7402 ~ BENCHMARK AXL[ ~. EXISTING AXLE FOUND CMF □ CONCRETE MONUMENT FOUND Off 8_ OPEN TOP IRON PIPE FOUND CRF £::.. CAPPED ROD FOUND CRS O CAPPED ROD SET RIGHT-OF-WAY CENTERUNE EXIST. PROPERTY UNE PROPERTY LINE (ADJACENT) EXIST. EASEMENT UNE --------ew--EXIST. OVERHEAD lITTLITY AND lITTLITY POLE f---GUY ~ EXIST. GUY WIRE AND l/ITLITY POLE --w---w---EXIST. WATER UNE ---ss---EXIST. SANITARY SEWER UNE ---GAS ---EXIST. GA.SUNE ---UGC ---EXIST. UNDERGROUND CABLE UNE -FO --FO -EXIST.FIBEROPTICCABLEUNE --m --m --EXIST. TELEPHONE UNE EXIST. FENCE UNE EXIST. PIPE PROPOSED PROPERTY UNE PROPOSED EASEMENT UNE PROPOSED SETBACK UNE PROPOSED 24" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB epp EXIST. POWER POLE :¢: EXIST. LIGHT POLE [El EXIST. ELECTRICAL BOX @ EXIST. WATER METER M EXIST. WATER VALVE EXIST. FIRE HYDRANT EXIST. SANITARY SEWER MANHOLE A EXIST. GAS VALVE @ EXIST. GA.S LINE MARKER ,g; EXIST. FIBER OPTIC CABLE BOX ~ EXIST. FIBER OPTIC CABLE POST 0 EXIST. TELEPHONE BOX ~ EXIST. STORM SEWER MANHOLE -~ D D D EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL PROPOSED HEAVY DUTY ASPHALT PROPOSED LIGHT DUTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DUTY CONCRETE (BROOM FINISH) PROPOSED PERVIOUS CONCRETE SURVEY PROVIDED BY: Wattier Surveying, Inc. Professional Land Surveyors 4318 Downtowner Loop N., Suite H MobDe, Alabama 36609 251-342-2640 g I z iii Bl ~ ~ ~ § a o! ~ g JOB NO: 25-1986.20 SCALE: 1" = 20' DATE: SEPT 2025 DRAFTER: lVML SHEET: C3 INV(S)~ 111 .86 INV(N)~111.oo INV(S)~11 0 85 1 I I I EX.,SS#1 tr-----1rc-t---­ RIM= 119.42 INV(N)~ 106.08 INV(S)~ 106.18 INV(N)~104.64 INV(S)~104.59 F.F.E. 118.35 1 I I ±6,889 SF BUILDING 1 LOT9 xf ,:i:,~~, AC ~~;~498 SF) u&s 51-2 REQD., NEENAH CURB INLET RIM ELEV= 117.05 (E)22" RCAP INV (OlJT): 113.00 I \ LOTB 10.09 NOTES TO CONTRACTOR: 1. EVERY EFFORT HA.S BEEN MADE TO ENSURE THAT THE BUILDING INDICATED IN THESE DRAWINGS MATCHES THE ARCHITECTS LATEST BUILDING AND FOUNDATION PLAN. IT SHALL BE THE CONTRACTORS RESPONSIBILJTY 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 INFRA.STRUCTURES 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. 20 GRAPHIC SCALE 20 ( IN FEET) 1 inch= 20 ft. "',,-------========+ DRAINAGE INLET NOTE: LEGEND ~ BENCHMARK POINT T1 T2 T3 14 15 TB '-I Ct) '-I >-... ~ a::: ~ ~ kl 55 ~ c:i ll:; ~ ~ ~ \/) FOR ALL CURB INLETS, THE THROAT ELEVATION CALLED OUT ON THE PLANS IS THE GUTTER FLOW LINE ELEVATION. FOUNDATION FOOTING NOTE: CONTRACTOR TO REVIEW SPOT ELEVATIONS IMMEDIATELY SURROUNDING BUILDING AT THE TIME OF FOOTING PREPARATION. CONTRACTOR TO ENSURE STRUCTURAL DETAILS MATCH CML 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. CONTROL POINT DATA NORTHING EASTING ELEVATION DESCRIPTICN 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 (WATTIER) 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 l'vVATTIER) 199,899.08 1,857,339.64 118.28 RED CAPPED REBAR (WATTIER) AS BUILT/RECORD DRAWINGS: 1. CONTRACTOR SHALL PROVIDE ENGNEER OF RECORD lWO 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 S"TRUCTURE 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 CONSlRUCTION 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 CON"TROL DEVICES INCLUDING SIGNS, SIGNALS, PARKING SlRIPING AND PAVEMENT MARKINGS. E. DELINEATE CONSERVATION AND DRAINAGE EASEMENT BOUNDARIES AND LABEL WITH THE "OR" BOOK AND PAGE NUMBER.O F. ANY ADDmONAL ITEMS REQUIRED BY PERMITTING JURISDICTION. AXL[ ~. EXISTING AXLE FOUND CMF □ CONCRETE MONUMENT FOUND Off 8_ OPEN TOP IRON PIPE FOUND CRF A CAPPED ROD FOUND CRSO CAPPED ROD SET RIGHT-OF-WAY CENTERL1NE EXIST. PROPERTY LlNE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE --------ew--EXIST. OVERHEAD lJTILITY AND lJTILITY POLE f---GUY ~ EXIST. GUY WIRE AND lJTILITY POLE --w---w---EXIST. WATER LINE ---ss---EXIST. SANITARY SEWER LINE ---GAS ---EXIST. GAS LINE ---UGC ---EXIST. UNDERGROUND CABLE LINE -FO --FO -EXIST.FIBEROPTICCABLELINE --m --m --EXIST. TELEPHONE LINE @ 'I!' </j @ ----159 __ ---159- ---100- 160.50 T.O.C. 160.00 - EXIST. FENCE LINE EXIST. PIPE PROPOSED PROPERTY LINE PROPOSED EASEMENT LINE PROPOSED SETBACK LINE PROPOSED 2.4" CONCRETE CURB & GLITTER PROPOSED 6" CONCRETE CURB 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. GA.S 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 DLTTY ASPHALT PROPOSED HEAVY OLTTY ASPHALT PROPOSED LIGHT DLTTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DlJTY CONCRETE (BROOM FINISH) PROPOSED PERVIOUS CONCRETE EXIST. 1 FOOT CONTOUR EXIST. 5 FOOT CONTOUR EXIST. GRADE SPOT ELEVATION PROPOSED 1 FOOT OONTOUR PROPOSED 5 FOOT OONTOUR FINISHED GRADE ELEVATION (TOP OF OJRB) FINISHED GRADE ELEVATION DRAINAGE DlRECTION PROPOSED RIP RAP W/ FILTER BLANKET SURVEY PROVIDED BY: Wattier Surveying, Inc. Professional Land Surveyors 4318 Downtowner Loop N., Suite H MobDe, Aloboma 36609 251-342-2640 g I z iii Bl ~ ~ ~ § a o! ~ g JOB NO: 25-1986.20 SCALE: 1" = 20' DATE: SEPT 2025 DRAFTER: lVML SHEET: C4 PROJECT NOTES: SITE NOTES: I. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL STATE, LOCAL ANO 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 CONSUL TING'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 Arf'f 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 UTILffiES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL RENEW CONFORMATION NUMBERS AS OFTEN M. 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 lITTLITIES SHOWN OR NOT SHOWN. THE CONlRACTOR IS TO CONTACT THE UTILITY COMPANIES FOR EXACT LOCATION OF THEIR UTILITIES PRIOR TO STARTING CONSTRUCTION. Ar-f'f AND ALL DAMAGE MADE TO lITILITIES BY TI,E 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 PUBUC UTIUTIES. 8. ALL SEWER CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE "STANDARDS AND SPECIFICATIONS" OF FAIRHOPE PUBUC UTIUTIES. 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 STRUCTIJRES, UTILITIES AND PIPING SO THAT ANY REQUIRED ADJUSTMENT MAY BE MADE. 12. ANY EXCESS MATERIAL FROM CONSTRUCTION ACTMTIES 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 FAUL TY 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 ANO 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 AUTI,ORITIES 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 POSITlVE 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. SEDIMENT CONTROL & STORMWATER MANAGEMENT NOTES: I. ALL EROSION CONTROL PROCEDURES SHALL BE INSTALLED ANO MAINTAINED IN ACCORDANCE WITH THE nALABAMA HANDBOOK FOR EROSION CONlROL AND STORMWATER MANAGEMENT ON CONSlRUCTION SITES AND URBAN AREAS". 2. ALL BEST MANAGEMENT PRACTICES (BMP) PROCEDURES SHALL BE IN PLACE AND INSPECTED PRIOR TO ANY LANO DISTURBING ACTIVITY. 3. ALL DISTURBED AREAS SHALL BE TEMPORARILY GRASSED AND MULCHED IF THEY WILL BE LEFT UNATTENDED FOR 13 DAYS. 4. ADDmONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE PROJECT ENGINEER AND/OR LOCAL JURISDICTIONAL INSPECTOR. S. 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 CONSlRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSlRUCTION. 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 "HANDBOO~'. 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 SHAU. 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. CONSTRUCTION PHASE SEQUENCE: 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 REPLACTNG THE TOP 6" OF FILTER MEDIA INSTALLED IN PHASE lWO WITH CLEAN 6" FILTER MIX OF 50% COMPOST/SO% SAND STABILIZE DISTURBED AREAS WITH SOLID SOD INSTALL PERMANENT LANDSCAPING PHASE EIGHT REMOVE BMP MEASURES PHASE NINE REMOVE SILTFENCE PROJECT COMPLETE, FINAL INSPECTION, FILE NOTICE OF TERMINATION 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. TRAFFIC CONTROL NOTES: I. ALL TRAFFIC CONTROL SHALL COMPLY WITH THE LATEST EDITION OF THE MANUAL ON UNIFORM lRAFFIC 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 CONlROL 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 CONlROL SHALL COMPLY Wffi-l PART VI OF THE MUTCD LATEST EDITION. ADVANCE AUTO NOTES: NOTE, FOR EXISTING STORES, 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 Wffi-l TENANT IF NEEDING ANY CLARIFICATION AND NOTIFY PROJECT ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. 30LLARDS ARE TO BE INSTALLED N FS:O\IT OF ALL GLASS AREAS Wr-H PARKING IN FRONT OF IT NOTE:_ G) ENL A~GED PLAN \_cl SCALE N TS 54 "x6@ " CLEAR APPROACH AREA □ FOR Ex Is-1NG s-OREs, SAIi.CUT AW REMOVE CONCRETE IN cot-s TNWUS TRENCH AND REPLACE CONCRETE TO LIKE NEW CONDITION. I ~O I:: I O :Jl::SIG~l::R FOR '-FJ P£ I OT---!FR----l/,~ FOR E')-ORFFRCNT P RO-ccr C\I S-AL_ FCL _CL :>c T AL ,11'-'---• S'-6" SIDEWALK ---+ • FOR EXISTING! STORES, FREFERl<ED CLEARANCE eETUJEEN 6UILDINGo AND 60LLAl<D6 EDGoE 16 4'-6". MINIMUM CLEARANCE 5HOJLD 6E NO LES5 THAN 3'-IZ>" CLEAR. SAUk::UT CONTROL JOINT AT EA°" 60LLAl<D STEEL FIFE EMEIEDDED IN CONCRETE FOOTING. CENTER/PIPE T PLAN DETAIL EXTERIOR EDGoE OF 6UILDINGo 4'-6" A-A F'ROVIDE TOOLED c;ROOVE b" FROM EDGoE OF CONCRETE l!IALK- EDGoE OF CONCRE1E SIDEWALK F'ROVIDE A 1/2 ' EXFAN510N JOINT FROM EACH PIFE TO EDGoE OF CONCRE1E SIDEWALK 1'-b" 0 60LLAl<D FOOTING EIELOJJ F'ROVIDE A 112 ' EXPANSION JOINT FILLER AT EACH 60LLAl<D 6ASE THICKENED CONCRETE WALK EDGoE 6" SC.EDULE ll2J S1EEL FIFE BOLLARD FILLED W/ COICRE1E. REFER TO PLAN5 FOR LOCATION. PROVIDE 60LLAl<D SLEEVE MANUFACTURED 6'!" INNOPLAST (WtZ>-516 -~1!>1/ COLOR SHALL EIE MANUFR. ST ANDAl<D 'RED ' -T'l'PICAL AT EACH STOREFRONT BOLLARD. TOF/60L.L.ARD 1/2" EXFAN510l JOINT 4" COICRETE SIDEWALK SLOPED AWAY FROM aJILDINGo WITH bXb IIZ>/IIZ>\WF ON COMPACTED 5U6GoRADE WITH CONTINUOUS '4 RESARe AT TOP AND BOTTOM OF THICKENED EDGoE. RUN THICKENED EDGoE SLAB THROLIGoH EACH 60LLARD FOoTING. ~;'.':1~;:~t"AF<!D -➔ L '•" ~~~i~~~RD FTG_ 4 -,f----.1,F- ~ s -oREFRON T BOLLARD DE TA IL / p _AN \__Cl SCALE NTS g I z iii Bl ~ ~ ~ § a o! ~ g (/) l,E UJ I- 0 z z 2 z 0 e .... I = I-u :::> a:: I-Q (/) z 0 ~ u ...J .... > .... u JOB NO: 25-1986.20 SCALE: N/A DATE: SEPT 2025 DRAFTER: lVML SHEET, cs SQUARE, 1 /a• THICK WALL, EXTRUDED ALUMINUM POST PAVIN 8"X2'-5" CONCRETE M~S. FINISH TOP OF MASS LEVEL WITH A SLIGHT RAISED WASH APPROXIMATELY 1/2" ABOVE LEVEL OF TURF /SOD. OR PAVING a'• ~ TRAFFIC SIGN DETAIL PIPE BOLLARD NTS SA.WCUT ON A 12-15 NTS EXPANSION JOINT (OR APPROVED EQUAL) EXPANSION CAP PREMOULDED EXPANSION JOINT ALLER CONFORMING TO ASTM D1751 OR 01752 (OR APPROVED EQU>J...} GREY FLEXIBLE SELF-LEVELING JOINT FILLER (DOW 690Sl. CRAFCO ROADSAVER SILICONE OR APPROVED EQUAL) 0Rt.1EO METAL WHEN USED. [-J -irnv•-•--1· to 1 1/2" 25to 3T....,,/, 1 1/4" -f-----l-L_--'----------1 TONGUE AND GROOVE CON1RACTION PAVEMENT JOINT DESIGN AND LOCATION SHALL BE IN CONTRACTION JOINT (OR APPROVED EQUAL) ACCORDANCE WllH RECOMMENDATIONS OF lHE PORn.AND CEMENT ASSOCIATION AND ACI 330. CONCRETE PAVING JOINT DETAILS NTS CONCRETE WALK SECTION CONCRETE SIDEWALK TYPICAL CONCRETE WALK DETAILS om NTS GREY FLEXIBLE SELF-LEVELING JOINT FL.1.ER (DOW B90SL, CRAFCO RCWJSAVER SILICONE OR APPROvm EQUAL) 40'-0" (W.Xlt.1UM) TYPICAL SIDEWALK JOINT DETAILS NTS - OOLED OR SAWCUT ' . . CONTRACTION JOINT / GREY FLEXIBLE SELF-LEVELING JOINT FILLER (DOW B90SL, CRAFCO ROADSAVER SILICONE OR APPROVED EQUAL) ----EXPANSION JOINT 1gi~LL6l\;,0 Nt~Ri~;;2 {OR APPROVED EQUAL) CONCRETE SIDEWALK JOINT DETAILS NTS STOP SIGN ISOMETRIC VIEW LIGHT-DUTY LIGHT-DUTY PARKING LOT PAVING ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY 'GEOCON ENGINEERING & MATERIALS TESTING " DATED JULY 22, 2025. CONCRETE PAVING ALL GRADING AND PAVING SHALL CONFORM WITH GEOTECH REPORT PROVIDED BY "GEOCON ENGINEERING & MATERIALS TESTING " DATED JULY 22, 2025. REFER TO GEOTECH REPORT FOR DETAILS ON ALL CONCRETE CONSTRUCTION AND EXPANSION JOINTS PERVIOUS CONCRETE PAVING PAVEMENT 2' x 4' ADA COMPLIANT DETECTABLE WARNINGS SURFACE TACTILES DROP CURB NTS 1/4" TOOLED CONTRACTION JOINT BROOM FINISH SEE PLAN FOR WIDTH 1/2" R (MIN. 5' TYPICAL) --SLOPE 1:6D OR AS INDICATED 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 6" MINIMUM THICKNESS AT DRIVEWAYS. MONOLITHIC CURB AND SIDEWALK NTS Match Existing if CONCRETE SIDEWALK Existing Sidewalk Grass Planting or Other Non-Walking Surface "--..., ,,~-------RAMP CURB - -,--'--'===L.,--'­ Curb if Existing 2' x 4' ADA COMPLIANT DETECTABLE WARNINGS SURFACE TACTILES Grass Planting or Other / Non-Walking Surface 6" Vertical Curb in Transition RETURNED CURB RAMPS I lRANsrnoN I CURB f----; ::--------;;...1 I lRANsrnoN I BACK OF SIDEWALK '~H 2' x 4' ADA COMPLIANT DETECTABLE WARNINGS SURFACE TACTILES ELEVATION A-A NOTES 1. RAMPS ARE DESIGNED TO THE UNIFORM FEDERAL ACCESSIBILITY STANDARDS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT. SECTION B-B CONCRETE SIDEWALK CURB CUT RAMPS FOR PHYSICALLY HANDICAPPED NTS HEAVY-DUTY ALDOT SECTION 405 TACK COAT ~ 2" Al.DOT SECTION 424A, BITUMINOUS WEARING SURFACE (220 LB/SY) ~~~«:.t 2"ALDOTSECTION 424B. BITUMINOUS BINDER(220 LBfSY} :_½t-Jfi~~1;11I t~f ;~ 1;o~~~;J.sg~~-D~;;s~~~SHED AGGREGATE BASE ~Z%~~V-~~\\\ \;,\~\;<\%,;~\\\~ 24" COMPACTED STRUCTURAL FILL ' ..,-(TOP 6" COMPACTED TO 1DO% STANDARD DENSITY) HEAVY-DUTY 24" 6" 18" 2" R 8'' 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 QR 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). CONCRETE CURB AND GUTTER SOLID SOD NTS 6" 5" 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. CON"TRACTION JOINTS TO BE PLACED AT 10' INTERVALS AND EXPANSION JOINTS TO BE PLACED AT 50' INTERVALS. 4. GRADING AND SOD PLACEMENT SHALL BE INST All.ED 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) 6" CONCRETE HEADER CURB (OR APPROVED EQUAL) NTS .. I 1" BATTER ~t DOWEL BARS. a• LONG, ] J' O.C., TO BE PLACED IMMEOIATaY AFTER FINISHING CONCRElE PAVING PAVIN .; I" □" 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. EXPANSION JOINTS: USE PREMOULDED EXPANSION JOINT FILLER CONFORMING TOASTM 01751 OR D1752 (OR APPROVED EQUAL) 6" CONCRETE CURB (OR APPROVED EQUAL) NTS g I z iii Bl ~ ~ ~ § a o! ~ g ,--... ..-1 ......... l,E V) _J ..... ~ z2 LU 0 z e 0 I= ..... I-u :::::, Q ~ I- V) ~ z 0 u _J ..... > ..... u JOB NO: 25-1986.20 SCALE: NTS DATE: SEPT 2025 DRAFTER: TVML SHEET: C6 ---IOl:Yl9!~~-~ ~~C'-Wi llll\191'1a,TIIWfl.QlllllllaOM ~~IJTI ~~-«1-........ ...... ·- 1-1/2" R PAVEMENT 1/-4-" TOOLED CONTRACTION JOINT SEE PL.AN FOR WIDTH {IAIN. 5' TYPICAL) BROOM FINISH 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 6~ MINIMUM THICKNESS AT DRIVEWAYS. MONOLITHIC CURB AND SIDEWALK NTS 4'-0" WEIR OPENING. ( 4 SIDES) REQ'D., SUPPORT BLOCK AT EACH OF THE FOUR CORNERS. -- - --+-+------1--1-- - - - WALLS SHALL BE 8" THICK, POURED-IN-PLACE REINFORCED CONCRETE OR PRE-CAST CONCRETE 4'-0" SECTION "A A" UP WEIR STRUCTURE DETAILS STORM SEWER RING AND COVER PLAN NTS NTS STORM SEWER RING AND COVER CONCRETE BOTTOM W / 1/4 BARS AT g• O.C. 6" WASHED COARSE SAIIID INSTALLED DURING PHASE 2 CONSTRUCTION REMOVED AND REPLACED WITH INSTALLATION OF PERMANENT LANDSCAPING (SEE PLAN FOR SIZE) PERFORATED SOR 35 UNDERDRAINS EMBEDDED IN STONE, SEE DRAINAGE PLAN FOR CLEAN0UT INVERT ELEVATIONS * PERFORATED SOR 35 PVC SHALL CONFORM TO ASTM F-758. PERFORATIONS ON BOTTOM ONE-THIRD OF PIPE ORC\JMFERENCE FACING DOWNWARD. PERFORATIONS TO BE WRAPPED WITH FILTER FABRIC POND UNDERDRAIN AND SAND FILTER DETAIL 8' BRICK OR NON­ REINFORCED CONCRETE OR 6' REINFORCED CONC. ALTERNATE A NTS #4 BARS @12'CTRS. BOTH WA NEENAH R-3067 W/ TYPE C GRATE WITH TYPE "P" BOTTOM DETAIL fl-3067 C'ombiination Inlet Fran,e, Grate. Curb Bo:w Cil,JMJJO lftJU■lll 11-:!il!IT "' GtlA ,r n rrrc aitN ~ .... i'UIIM!'IUI U1(.0L "-'' " '-' .. • .... '-'------.-1ll r--~· -,ur ,.._T U.- ' ,ullll"'° Grao; 1,ti.. l l,o• d,..,...1 /111,m,"'6'"""'1 A1,1111t<).!,te. C1Jrb K~J. r1 fl(I t t!' llp,,!n, -s-kn(iol,ll; 111'!!11 B'1la1J111::! 1)111:11\ ••fA.n1~ tl ~1)f\ ~A'll.Uf"IQll t1;1/ltu;-re ,i £~rr9 Curb BoXY 5 ,wa1lsli!CI', !iYi ~ tt,; f pg[l(1l lhla ;wid ln ~lt11r,11li,Mf1:1r In R-329&-2 H1111 ~1295-3 ALTERNATE B -~~t~ 4" 3700 0 Grate LID AND FRAME MUST BE SUPPORTED BY CAST-IN-PLACE CIRCULAR REINFORCED CONCRETE COLLAR -­_, =-­.==:--_,_ --:: PJ , -·-- -~~-=-~ ~~ifi;i::.- =~- 24" EAST JORDAN GRATE ASSEMBLY, RIM EL. SEE PLAN I. REINFORCED CONCRETE DRAIN BASIN DETAIL W/ DOME GRATE NTS PIPE DIAMETER/RISE 7-- 1 -------II-------',- NON-WOVEN GEOTEXTILE FABRIC WRAPPED PIPE JOINT DETAIL CONCRETE HEADER CURB W1.4xW1.4 WELDED WIRE FABRIC PIPE FOR TEMPORARY ST0RMWATER INAGE DURING CONSTRUCTION SECTION 8-8 CONCRETE, 3000 PSI, TYPE II CONCRETE FLUME DETAIL NTS NTS B 4" SEE PLAN ~ 6x6W1.4xW1.4 WELDED WIRE FABRIC g I z iii 0 ~ ~ I § a o! ~ g ........ N ..._,, l,E V) ....J ...... ~ z2 LU 0 z e 0 I= ...... I-u :::::, Q ~ I- V) ~ z 0 u ....J ...... > ...... u JOB NO: 25-1986.20 SCALE: NTS DATE: SEPT 2025 DRAFTER: lVML SHEET, C7 NOTE: 1" REDUCED PRESSURE ZONE BACKFLOW PREVENTOR FOR POTABLE WATER SERVICE WATTS SERIES U009 OR APPROVED EQUAL 1" THICK CONC. PAD 111TH FlBERMESH FIBERGLASS IN SULA TED BOX 1" GALV. 90" BEND 7" OPENING FILLED WITH GRAVEL CONCRETE PAD SHALL BE 6" LARGER THAN FOOTPRINT OF INSULATED BOX. INSULATION WILL BE PROVIDED FOR BACKFLOW PREVENTER FOR FREEZE PROTECTION 2" BACKFLOW PREVENTER NTS h\ ~~ c( ~ ~ ~ ~«<-:;?':0'.0~°"'~"77';;:-?fe/~1"';J~7'\';;==~ ~@~ :V'>¼¼¼Y¼Y¼¼¼¼~'j»';;//'J¼¼'Y-)»'~ \ ~ ~",1" AND, 2" SERVICES SHALL BE TYPE K COPPER r °;-TUBING (SEAMLESS WITH NO BENDS, JOINTS OR COMPRESSION co::u,~P==L=-=IN=GS=)=========lfltl; 30" MIN. COVER TRACER WIRE MAY BE HOUSED IN THE VALVE BOX IN LIEU OF TRACER WIRE HOUSING UNIT WHEN APPROPRIATE WIRE SHALL ENTER VAL.VE BOX THAU A DRILLED HOLE BOX. TAPED AT 18' INTERVALS, COILED TRACER WIRE TO EXTEND 2' MIN. ABOVE SURFACE CONCRETE PAD. NOTE: 1. NEWTRACERWIRETOBE RUN ON OUTSIDE OF VALVE BOX 2. DRILL HOLE i°0 MINIMUM AND 1"0 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. 4" THICK CONCRETE PAD (PRECAST OR POURED-IN-PLACE) FINISHED SURFACE ELEVATION 5 " COMPACTED AGGREGATE AS DIRECTED 2 " X 12" TREATED TIMBER (2 LAYERS) TYPICAL VALVE, BOX AND TRACER WIRE INSTALLATION OR />S REQUIRED BY LOCAL UTILITY Al/THORITY WATER METER MATERIAL SCHEDULE 1. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI AND SU ITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND "365" DEGREE VALVE OPERATION WITH NO STOPS. 2. CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORAT ION STOP THREAD ON INLET AS SPECIFIED BY AWWA caoo, AND COPPER TUBING SIZE O.D. OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQUIVALENT CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE. 3. WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWMA SPECIFICATION C700, NTS ,i /SANITARYSEWER / MAIN CAST IRON MONUMENT BOX EJ IW 1566 W/ "S" STAMP OR APPROVED EQUAL INSTALL FLUSH TO GRADE 1 1/;m;\ l /~::,r-{1-----SEWER ----1. :::i \ ~BEND ~ STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH OR AS DIRECTED BY THE OWNER PLAN VIEW N.T.S. ! / RIW. PROPERTY. OR EASEMENT LINE I CAP OR APPROVED EQUAL INSTALL FLUSH TO GRADE MINIMUM TRENCH WIDTH SHALL BE THE DIMfAETER OF TI-IE PIPE PWS e• ~ II ~ FINISH GRADE ~I I~ I I ~oJ LATERAL TRENCH SECTION EXTRA HEAVY DUTY CAST IRON ADJUSTABLESCORIATED SECURED COVER. TWO-WAY CLEANOUT DETAIL NTS NOTES : 1. SANITARY SEWER LATERALS SHALL BE 4" SOR 26 UNLESS DIRECTED OTHERWIS E BY THE OWNER. 2. DOUBLE SWEEP TEES SHALL HAVE SOLVENT WELD JOINTS FOR THE BRANCH CONNECTION AND GASKETED PUSH-ON JOINTS FOR THE RUN CONNECTIONS . 3. NON-SEIZE GREASE SUITABLE FOR USE WITH PVC FITTINGS SHALL BE APPLIED TO THE T HREADS OF THE CLEANOUT CAP 4. WHERE THE SANITARY SEWER MAIN 1$ PVC C900, THE TEE-WYE SHALL BE GASKETED C-900. LA TEST REVIS ION, AND AN AFFIDAVIT OF COMPLIANCE AND CERT IFICAT E OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING D ISC, POSITIVE DISPLACEMENT, OR OSCILLAT ING PISTON FROST PROTECTION WILL NOT BE REQUIRED. REGISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READ ING IN U.S. GALLONS . SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LID. MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700. l CAST IRON MONUMENT BOX EJIW 1566 Wf "S" STAMP 4" TYP. SDR 26 SEWER CLEANOUT 5. CLEANOUTS SHALL BE INSTALLED AS NEAR TO THE RN/, PROPERTY, OR EASEMENT LINE AS POSSIBLE. IF A CLEAN OUT IS TO BE INST AL LED WHERE SIDEWALK IS EITHER EXISTING OR PROPOSED, IT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE FW/ LINE WHERE PRACTICAL. IF THE SIDEWALK IS INSTALLED AT THE R/W LINE, THE CLEANOUT SHALL BE PLACED BETWEEN THE SIDEWALK AND THE EDGE OF PAVEMENT IMMEDIATELY ADJACENT TO THE SIDEWALK. THE CLEANOUT SHALL NOT BE PLACED IN THE SIDEWALK OR A PAVED DRIVEWAY UNLESS APPROVED IN WRITING BY THE FAIRHOPE UTILITIES AND THE CITY OF FAIRHOPE. SERVICE SADDLE: ROMAC 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EQUAL (IF REQUIRED) CITY OF FAIRHOPE .......,. ________ CORPORATION STOP -FORD BALLCORP FB1000 (SEE NOTE NO. 2) -----WATER MAIN CITY OF FAIRHOPE PUBLIC UTILITIES 5 5 5 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 2Sl .928.8003 ELEVATION VIEW N .T.S. 4. METER BOX AND COVER A. BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP. WATER DETAILS 12-07-20 TYPICAL¾" WATER SERVICE METER DETAIL W-1 CITY OF FAIRHOPE STACK REQ'D FOR SANITARY SEWER MAINS OVER 8-FT IN DEPTH ORAS DIRECTED BY THE OWNER STACK SHALL REST ON UNDISTURBED SOIL TEE WYE ELEVATION VIEW N.T.S. CITY OF FAIRHOPE PUBLIC UTILITIES 5 5 S SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 2S l .928.8003 WI 2" RECESSED NUT CAP MIN. 4" THICK GRAVEL BASE SDR26 RISER / DOUBLE-SWEEP TEE (BRANCH CONNECTION SHALL 9E SOLVENT WELD JOINT AND RUN CONNECTIONS SHALL BE GASKETED PUSH-ON JOINTS TO PROHIBIT ROTATION OF THE RISER SECTION. SOR 26 CAP 6. NO HORIZONTAL BENDS SHALL BE ALLOWED BETWEEN THE MAIN AND THE CLEANOUT UNLESS APPROVED IN WRIT ING BY TH E CITY OF FAIRHOPE. WHERE HORIZONTAL BENDS ARE ALLOWED, AN ADDITIONAL CLEANOUT SHALL BE INSTALLED AT EACH BEND. 7. PVC LATERALS SHALL BE MARKED WITH 14-GAUGE COATED COPPER W IRE BURIED 3 TO 6 INCHES ABOVE THE TOP OF THE PIPE IN ACCORDANCE WITH SECTION 400.07 OF FAIRHOPE UTILITIES' STANDARD SPECIFICATIONS. THE END OF THE LOCATE WIRE SHALL STUB-UP AT THE CLEANOUT INTO THE MONUMENT BOX. STANDARD SANITARY SEWER DETAILS 11/25/20 TYPICAL SANITARY SEWER LATERAL CONNECTION S-6 g I z iii Bl ~ ~ ~ § a o! ~ g ,--... M ........ l,E V) ....J ........ ~ z2 LU 0 z e 0 I= ........ I-u :::::, Q ~ I- V) ~ z 0 u ....J ........ > ........ u JOB NO: 25-1986.20 SCALE: NTS DATE: SEPT 2025 DRAFTER: TVML SHEET: CB EROSION CONTROL NOTES: 1. ALL EROSION CONTROL MEASURES ARE TO BE INST All.ED AND MAINTAINED IN ACCORDANCE WITH THE LATEST ADEM STANDARDS. 2. ALL AREAS LEFT UNATTENDED FOR LONGER THAN 13 DAYS SHAU. BE COVERED WITH SEASONAL TEMPORARY SEEDING AND MULCHING. 3. ALL SLOPES SHALL BE TRACKED PERPENDICULAR TO "fliE SLOPE. 4. NO WORK SHALL COMMENCE UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN INSTALLED, INSPECTED BY "fliE PROJECT ENGINEER, AND APPROVED. 5. STORMWATER DETENTION POND OR SEDIMENT BASIN SHALL BE CONSTRUCTED, INSPECTED, AND APPROVED PRIOR TO WORK ON ANY OTHER TASK, UNLESS OTHERWISE APPROVED BY THE PROJECT ENGINEER. 6. ALL DISTURBED AREAS WILL BE PROPERLY STABILIZED. CONTRACTOR TO COORDINATE Wmi LANDSCAPE PLAN FOR FINAL PLANTING REQUIREMENTS. 7. 4" MIN TOPSOIL TO BE SPREAD ACROSS DISTURBED SURFACES ONCE FINAL GRADING HAS BEEN ESTABLISHED. CONTRACTOR TO PROVIDE SEED/SOD AS PER EROSION CONTROL PLAN AND STABILIZE DISTURBED AREAS PER ADEM REQUIREMENTS. 8. BMP'S SHAU. BE QEANED OUT WHEN THEY REACH¼ FULL. 9. INACTIVE PROJECTS (MORE THAN 7 DAYS) SHALL BE MULCHED IF INACTIVE FOR LESS THAN 60 DAYS. IF PROJECT TO REMAIN INACTIVE FOR MORE THAN 60 DAYS, PROJECT SHALL BE SEEDED AND MULCHED. F.F.E. 118.35 ±6,889 SF BUILDING LOT9 \ ±1.09 AC (47,498 SF) \ CWA LOTB I I ii I HCS '"""I Ct) '"""I >-... ~ ~ ~ ~ ~ \/) a:: ~ kl 55 c:i ll:; ~ SITE CONSTRUCTION DEBRIS DISPOSAL NOTE: A DUMPSTER OF SUITABLE SIZE SHALL BE ON-SITE DURING ALL PHASES OF CONSTRUCTION ACTIVITIES AND EMPTIED AT A SUITABLE PERMITTED DISPOSAL SITE AND REPLACED AS NEEDED THROUGHOUT THE DURATION OF THE PROJECT. ALL DISPOSAL SHALL MEET ALL LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS. RAINFALL INSPECTION NOTE: ALL EROSION CONTROLS SHALL BE INSPECTED BY A QUALIFIED PERSON WITHIN 24 HOURS OF A RAINFALl. EVENT OF 3/4 INCH OR GREATER AND REPAIRED AS NEEDED. EROSION CONTROL LEGEND 0 0 IP -INLET PROTECTION OP -OUTLET PROTECTION DC -DEBRIS CONTAINMENT ONA -CONCRITT WASHOUT AREA SBA -SEDIMENT BARRIER (SILT FENCE, TYPE A) TP -TREE PROTECTION SDB -STORMWATER BASIN CEP -OONSTRUCTION EXIT PAD ~ AXL[b CMF □ Off 8 CRF 8 CRSO GRAPHIC SCALE 20 ( IN FEET) 1 inch= 20 ft. LEGEND BENCHMARK EXISTING AXLE FOUND CONCRETE MONUMENT FOUND OPEN TOP IRON PIPE FOUND CAPPED ROD FOUND CAPPED ROD SET RIGHT-OF-WAY CENTERUNE EXIST. PROPERTY UNE PROPERTY LINE (ADJACENT) EXIST. EASEMENT LINE 20 ~ ~ SS -SOLID SOD/SEED AND MULCH All AREAS REQD TO BE PERMANENTlY STABILIZED ---------e.,--­ E----GUY ~ EXIST. OVERHEAD UTILITY AND UTILITY POLE EXIST. GUY WIRE AND UTILITY POLE mm PP -POROUS PAVEMENT EXIST. WATER LINE EXIST. SANITARY SEWER LINE OP/RS RIP RAP OUTLET PROTECTION/RIP RAP LINED SWALE ---GAS ---EXIST. GAS LINE ---UGC ---EXIST. UNDERGROUND CABLE UNE -FO --FO -EXIST.FIBEROPTICCABLEUNE --m --m --EXIST. TELEPHONE UNE EXIST. FENCE UNE EXIST. PIPE PROPOSED PROPERlY UNE PROPOSED EASEMENT UNE PROPOSED SETBACK UNE PROPOSED 2.4" CONCRETE CURB & GUTTER PROPOSED 6" CONCRETE CURB CONSTRUCTION PHASE SEQUENCE: 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 DEMOLlTION 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 epp EXIST. POWER POLE :¢: EXIST. LIGHT POLE !El EXIST. ELECTRICAL BOX ® EXIST. WATER MITTR A EXIST. WATER VALVE :z;t EXIST. FIRE HYDRANT ® EXIST. SANITARY SEWER MANHOLE A EXIST. GAS VALVE @ EXIST. GA.S UNE MARKER 'l!f EXIST. FIBER OPTIC CABLE BOX ~ EXIST. FIBER OPTIC CABLE POST 0 EXIST. TELEPHONE BOX ill) EXIST. STORM SEWER MANHOLE EXIST. ASPHALT PAVING EXIST. CONCRETE EXIST. GRAVEL PROPOSED LIGHT DLTTY ASPHALT PROPOSED HEAVY DLTTY ASPHALT PROPOSED LIGHT DLTTY CONCRETE (BROOM FINISH) PROPOSED HEAVY DlJTY CONCRETE (BROOM FINISH) PROPOSED PERVIOUS CONCRITT ----159 -_ EXIST. 1 FOOT CONTOUR _ ---1GO-_ EXIST.5F00TCONTOUR '/..J ~J.60 EXIST. GRADE SPOT ELEVATION ---159-PROPOSED 1 FOOT CONTOUR ---100-PROPOSED 5 FOOT CONTOUR 160.50 T.Q.C. FINISHED GRADE ELEVATION (TOP OF OJRB) 160.00 FINISHED GRADE ELEVATION -DRAINAGE DlRECTION PROPOSED RIP RAP W/ FILTER BLANKET 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/SO% 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 g I z iii Bl ~ ~ ~ § a o! ~ g JOB NO: 25-1986.20 SCALE: 1" = 20' DATE: SEPT 2025 DRAFTER: lVML SHEET, C9 DOZER TREADS CREA TE GROVES PERPENDICULAR TO THE SLOPE SURFACE ROUGHENING NTS STOR~ 9R~1N'. l~LE~T '. '. '. '. '. '. '. '.wAmE . . . . -" . -" . -" . . • . . . . . STORM DRA;N "Pl ~E : ~ : -_: ,_ -_--___ ", : : : : : : : ----,,..-,r-~;-:;r . -" __ -",,, • j • j j j j • . . . . . . . -. . -" ...... . TYPICAL INLET EROSION CONTROL NTS N.S.A. R-2(1.5"-3.5'1 COARSE AGGREGATE GEOTEXTILE UNDERLINE WIDTH = FULL WIDTH OF VEHICULAR ACCESS, 20' MINIMUM. PROVIDE PERIODIC TOP DRESSING WITH 2 ' STONE, AS NECESSARY. STONE SIZE~ 1 1/2"TO 31/2" DIA. 20'MIN. Table SB-1 Specifications fo r Sill Fence Specifications Type A Ttnslle St rengt h Werp -260 (Lbs. Mln.'ASTM 0-4632) Fill-100 El on gation(% Ma11:.) 40 (ASTM 0 .. 632) AOS (Apparon1 Opening Size) (Max. Sieve Size) (ASTM 0-4751) no.30 Flow Rate (Ga l/Min/Sq, FL) 70 (G DT-87) Ultrasiolet Stability' (ASTM D◄632 after 300 hours 80 wealhartng In aceorda.nco with ASTM D-43 55) Bursllllg Sttongth (PS I M in.) (ASTM D-3786 Diaphragm Burstrng 175 Sb'englh Tes t erj Minimum Fabric W idth (Inches) 36 Mlnlmtim toll a...ara5J8 ol S speewnens. Perce:111 of reqvnd lllilta) mll'llmum !iB11Sila st reng U\, Post .,...-Wove11 wire fence i--,---Geoteoallefabnc Flow Gro.Jnd line , Compacted Soll -.....,,-.=rn!lii'$­~ ~~J.W 5"m\n. - SIDE VIEW (~) Notes: 1. The ..,.,en win, fencing shall be fastened to the up•lresln side of pos<s by slaplos or wi,8 Iles. 2. GeQt&x111e fabric shaQ bo HCUfl>ly fastened to the woven wire lencing. STONE PAD CONSTRUCTION EXIT Figure SB-1 Silt Fence-Type A NTS (1) For fabnc material requirements see Table SB-1 (2} For po st material requirements $.ee Tables SS-3 ij,Od SB-4 Table SB-3 Post Sil:e for Silt Fence Minimum Length TyPf;l'Of PoBl Typo A RUNOFF WATER W/ SEDIMENT~ ~ 11~11ij'r '~11 SEDIMENT -TI., WIRE SCREEN FILTERED WATER -.,,~~;;r, \:::URB INLET BLOCK & GRAVEL CURB INLET SEDIMENT FILTER SPECIFIC APPLICATION 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. MAINTENANCE 1) THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN AND REPAIRS MADE AS NEEDED. 2) SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO 1 /2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT IT WILL NOT ERODE. 3) STRUCTURES SHALL BE REMOVED AND THE AREA STABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. .. "'""' WOOD OR METAL STAKES (2 PER BALE) STRAW BALES (2 BALES HIGH MAX) Size of Post 1..31:i.lft.rrin.. 10' max 0.C. --· - steel posts (see T-SB-3) --I-i ----I----I I I I I I I ---I I I I I I I -..: r-: Ji I-----Wtwen wire + --~ E E ... --f-fence backif+--: ~g -.. --, Ill I --I-:t ---I I I I I - I I I I I I I I -~ ft-t--!-t--L H-tt rt-L\-1_.,._1 ,-r-+ I -4-r.L --'--------~¥-'---------: ,; ' I I I I I '.J Trenct,. 5• min. I I Ground lllie I I I I 'J FRON'rVIEW (Not to scelo) GENERAL NOTES I I e I I !'! I I lj_ 1. n'PE "A" SILT FENCE SHALL BE USED IN AREAS OF CONCENTRATED FLOW. 2. SILT FENCES ARE TEMPORARY EROSION CONTROL ITEMS THAT SHALL 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. THIS WILL 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 THE SHAPE OF A HORSESHOE. THIS AIDS IN POND­ ING OF RUNOFF AND FACILITATES SEDIMENTATION. 5. AFTER THE CONSTRUCTION AREA IS STABILIZED AND EROSION ACTIVITY CURTAILED, SILT FENCES SHALL BE REMOVED. 6. RING FASTENERS USED TO SECURE GEOTEXTILES TO WOVEN WIRE SHALL BE 13 GA. (AMERICAN). 7. IF WOOD POSTS ARE USED, STAPLES FOR SECURING WOVEN WIRE TO POSTS SHALL BE NINE (9) GAUGE, GALVANIZED, 1 1/2" LONG. FIVE (5) PER POST Cl APPROXIMATELY 1'-0" ON CENTER. 8. WOVEN WIRE TO BE 12 1 /2 GAUGE (MINIMUM). SPECIFICATIONS CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION AND THE ALABAMA HANDBOOK FOR EROSION CONTROL, SEDIMENT CONTROL AND STORM WATER MANAGEMENT ON CONSTRUCTION SITES AND URBAN AREAS CONCRETE WASHOUT [ + PLYWOOD 4'-o" x 2•-oN PAINTED WHITE BLACK LETTERS s• HEIGHT bt1 SCREWS GRAVEL-FILLED BAGS IN CORNERS SECTION A-A D D PLAN STRAW BALES WOOD OR ~ET AL STAKES WEDGE LOOSE STRAW BETWEEN BALES CONCRETE WASHOUT SIGN DETAIL u ~n 16 GAUGE LI rsTEEL ~RE STAPLE DETAIL TEMPORARY CONCRETE WASHOUT FACILITY (ON GRADE) (f) _J ...... i=: UJ Cl _J 0 c::: I-z 0 u z 0 ...... (f) ~ UJ JOB NO: SCALE: DATE: g I iii ~ ~ § a o! ~ l,E z2 e I= Q ~ 25-1986.20 NTS SEPT 2025 DRAFTER: lVML z Bl ~ g I \ I I F.F.E. 118.35 I I f i I / I TREE PRESERVATION CREDITS -Sec. 20.S-4(m) Total Trees To Be Pres erved : Total Tree Credits Earned: DBH GENUS SPECIES COMMON NAME QTY CREDITS PER TREE 2" Lagerstroemia indi ca Crape Myrtle 9 O TREE REMOVAL 9 t rees 0 Credits TOTAL CRE.DITS 0 Total Trees To Be Removed : 4 lirees *All trees proposed for remova l are located within Rockwell Blvd. ROW and require removal where drr,..ways ar,e proposed Total Tree Debits: D Debits DBH GENUS Se.ECIES COMMON NAME QTY DEBITS PER TREE TOTAL DEBITS 5" 6" Taxodium dis.tichum Taxodiu m dis.ti chum Bald Cv press Bald Cvpre ss TREE PRESERVATION NOTES 1RfF 51 JRYEX QISQ AIMfB · 0 0 I . AU. lREI S\IR\l'EY INf"QRY:A nc-.1 HAS BEEN PROlo'IOCO ro lANDSCIL:>[ olJl:0-IITE<:T BY JADE OOffSUt.Tir,JC, JRfI PBf'ifHY!iDON lffrMQYhl NQIIS· I . AU. TRCIS PRQPOS[I) FOR REMOVAL. ARC SHOWN IN A SHAD[ Of' GRA.Y YI/ AN •x• ATOP. ~ AIU. rna:s TO 8E P~SCf,!'-(1) ~ $HQ\l,f,I IN El.ACX.. 2-IM+Eli:C lR(l;S ARE IIIOICATtD TO BE SAvt;O, V!f; UPf()(RSTANO DURING COffSl"RUCTION, TRtES MAY 8( IMPACTm DUE: TO UNFOMSUN ACTIVITY, 11N i1ti (:A$E, IF" A 0£$1CN'.Att0 PRtstRVE:O TRE:E 1$ Rtuovt:O, (:QNTRAC:l -ro tfQtlF'Y 1.ANDSC~ AROIIIECT TO UI-OA TE PLANS A,CCOf!DINGL Y. SNOW FENCE OR CHAIN LI NK MOTES· ..........._ METAt POST REQUIRED SIGNAGE METIJ.~ FENCE TIE ......... ~enclng tobelnWUed ptlorlOcont~. FMC!nftype&hall becllaln llnli. :.. lbt fence Shal be eteeled wt a mini. distance OI 20" from IN lNtlk$ of Mritalge, 1,en & 1 D' rrom all OChtrrt~lne,d trl)ff , tfm~ undetgr«1ndutilitk11nt:Jrtrffroots.bKomits;, h3n:lship,.l sol auger sm.l be used IO runnat undet tree roo11.. :! . Al roots to be removed during Sale clea,ing &for oonstruction shall ~ seveMd clean ty a, the ~of!hoP"Q~Qldl\lt. i . Footefl ~ wali lflall end a, hi po,nt Where lar91 rom: are, tnC01Jntere-d.111M1 lht root& lhaH tit! bridged. Poatholnand lfenct.ealocatecl dose lonit.alnedtreM lhallbe~Bdlo avoid damage tomajotfOOH. .,., F~ng Q\IIIIQI bo r~ until tond ;1t1orJ'lion. $ili0-during , fnd Q.lf1$truc:lion olKtlvitlO:r. .ci .... , ... 2 TREE PROTECTION FENCE -FAIRHOPE 329<343.06-05 0 0 IOl'141,:npt-or-ch ,t,.c;tu re I01'14 p"Of'lnl'l9 ~.O,C--Qlli,-,'il fol ■)'. AlQbomg P '2~l9.,j,8 7161 :.I~ ~ ' DESIGN landscape architects ••• ....... ;'l"•'"" [R]@LJ ~ ~ THESE PU.NS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ----------- ~ ~ Rmsiorts / Submissioas _ 08 .25.25 -"OlY"-='SUlllffl=c="'-____ _ -~ ~=~SUl!IIITAL _____ _ ----------- ----------- ----------- ----------- ----------- ----------- c~ 2025 'l'.AS DMigti Wit.. ~ ~ iWld tilfir o;d~intt.~o(IIQSDl!sign.kPJ~ QWllli:nJ. mi;idi(IQMrlll er UM of tf'4!N doamonb ~ !;he «qAll~COMriO,W.-.Sea;,.'9~bf•. 88 -WI -253097 -225 Projnd Ho . BB TREE PRESERVATION & REMOVAL PLAN st.i:No. TP200 0 ~\ \ \0 l 1 \r w Q1 I I 10M11M>0006UI \ ) V LANDSCAPE PLANTING PLAN Scale: 1"=20' LOTB I I i / / /I ,-..._, ca ,-..._, 20' I Land scape Adjacent t o Pu bli c RO w Re q • . · · · uirem ent s -Sec. 20.5-4 (4) ~ 4a· h igh visua l screen boetween ve hicle use area & public R.O W P.u:t'iid..e:d. 49-h igh visua l screen between veh icle use ar ea & p ublic R.o:w: Perimeter Req u irem en ts -Sec. 20.5-4 (5} Roa d Frontage Overstory Trees Hwy.1 81 1 t ree per 30 LF ROW @ 232..3 LF = Requi red Frontage Overstory Tr ees: 7.74 uees Btrees Pr ov ided Frontage Overstory Tr ees: . .. ·~-emaIrnng 2 required ove<story ffees wi ll be met f Rockwe ll Blvd. ro m preservation of9 Crape Myrtl es. 1 tree per 30 LF ROW @ 296.S.LF = Requi r ed Fr ontage Overstory Tr ees: Pr ov ided Frontage Overstory Tr e,es: Remaining Outside lot Perimeter Sou th Pr operty Li ne 1 t ree per 30 LF Per imete,-@ 236.'1 LF = Re-q uired Trees: 9.88tree:s 10t:rees 10 trees 7.88trees Btrees Pro'o'ided Trees: "'Due to driveway along South pm li n • 8 tl"ees Internal Parki ng Requ i re ment S perty e, provided crees.are plac ed around site s -ec. 20.5-4 (6) 1 lree per 12 spaces @ 27 spaces. Req ui red Pa r king Trees: Provided Par king Trees: 2.2S trees 3crees 3tl"ees Revisions landscape architecture land planning placemaking ~©lJ ~ ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. ~ ~ Revisions / Submissions -OB.25.25 -=CITY~SUe,,BMITTC!!&~---- -09.16.25 ~CITY~SU=BM""ITT&:,,__ ___ _ ©~: !2:,•~ro Deslgno,'~ These_ documents and their RMsio111, modificatio!"!: 11111 of ~n. Ifft reproductio111, expr=s written coosent of WAS 0es9'j; r:~:i:t •:'i!.the BB Dm,n WI Project Mc:moger cw Principal 253097-225 Project No. BB Date Sheirl:Title LANDSCAPE PLANTING PLAN st.i:No. LP200 PLANT SCHEDULE SYMBOL CODE QTY BOTANICAL NAME COMMON NAME To LN LAGERSTROEMIA INDICA 'NATCHEZ' 'NATCHEZ' CRAPE MYRTLE 0 LT LIRIODENDRON TULIPIFERA TULIP TREE 0 MA MAGNOLIA VIRGINIANA SWEETBA Y MAGNOLIA 0 PC 10 TAXODIUM ASCENDENS POND CYPRESS SYMBOL CODE QTY BOTANICAL NAME COMMON NAME SHRUBS u LJ 53 LIGUSTRUM JAPONICUM WAX LEAF LIGUSTRUM 0 SB 12 VIBURNUM ODORATISSIMUM SWEET VIBURNUM SOD/SEED kt,~'{; .. ,,x 0 :<::.:1·.~1 so □ 17,305 SF CYNODON DACTYLON "TIFWAY 419" TIFWAY 419 BERMUDA GRASS QUANTITY TAKEOFF DISCLAIMER: 800-292-8525 #DIG (Cellular) 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. FORM :5' CONTINUOUS SAUCER AROUND PLANTING PIT FINISHED GRADE. ,w=- NTING TABLETS, Diglsafely. CONT CAL HT REMARKS 30 GAL 8'-10' MINIMUM 3 TRUNKS; FULL HEAD B&BORCONT 2" 10· FULL HEAD, SPECIMEN QUALITY B&BORCONT a·-10· 3 TRUNKS; FULL HEAD B&BORCONT 2" 10· FULL HEAD, SPECIMEN QUALITY CONT !:II SPACING REMARKS CG 48" 4s• o.c. FULL TO GROUND 3GAL 4a•o.c. SOD Alabama-; Call ==== 1'GUYLINE WEBBING RIFORM OR EQUAL, PER NUF. RECOMMENDATIONS. B SHRUBS AND GROUNDCOVERS ADJACENT TO CURVED EDGES SHALL BE PLANTED IN ROWS PARALLEL TO THE CURVED EDGES. CURVED EDGES TO BE VERY SMOOTH RADII. ARBORGUY TREE ANCHOR SYSTEM, INSTALL APPROPRIATE MODEL PER MANUFACTURUER'S INSTRUCTIONS ARROWHEAD ANCHOR FINISHED GRADE BACKFILL WITH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE STAKING DETAIL '1),__s 1 __ H __ R 1 _~--~_P_LA_N_T_IN_G ________ _ u • 329333.13-B1 T CROWN MULCH NEAR EDGE IN A BERM-LIKE MANNER AS SHOWN OR TOP OF CURB/ -PAVING GRADE NOTE: TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING BED AREAS AND ADJACENT TURF AREAS, UNLESS NOTED OTHERWISE. 329413.23-02 2 l 4 TYPICAL PLANT SPACING NOTTO SCALE - - - - - ..,. .,...,..,. ""'-TTT==TTT I ■ 2XBALLDIA. ■ I 329399-04 !iQE;_ STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 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. FORM SAUCER WITH 3" CONTINUOUS RIM SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. PLANTING AT LAWN AREAS TRENCH EDGE RE: DETAIL FINISHED GRADE AT LAWN SET ROOTBALL CROWN 11/2' HIGHER THAN THE SURROUNDING FINISHED GRADE. SLOPE BACKFILL AWAY FROM ROOTBALL FOR POSITIVE DRAINAGE. KEEP MULCH 2" -3" FROM BASE OF TREE. 1)11=- 'I 11f I I If FINISHED GRADE AT 1 • SHRUBS I · 2X ROOTBALL I I SPECIFIED PLANTING MIX. WATER AND TAMP TO REMOVE AIR POCKETS. PLANT PIT DETAIL ,_M_ 112 __ ~-;-!-I-T_R_U_N_K_T_R_E_E_S_T_A_K_I_N_G ____ 3 _ 29 _ 343 __ 0 _ 1 0 ~~~: PLANTING -GUY STRAP 329343.26-02 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 MATIER 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 ANYTIME. 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: □ 3' DEPTH PINE BARK □ 4" DEPTH SHREDDED HARDWOOD MULCH ~ 3" DEPTH LONG LEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED 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. ® ~=~-NERAL PLANTING NOTES 329399-01 landscape architecture land planning placemaking Faley, Alabama ,.!! P. 251.948.7181 .; Mobile, Alabama P. 251.344.-4-023 ~-~ ~ Jackson, Mississippi D ES I G N :~n~~~~!~·~:~~a P. 850.203.4252 landscape architects www.was-deslgn.com [N!]@lJ ~ ~~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. --· ------------ ~ ~ Revisions / Submissions _ 06.25.25 -"CrIY=S~U=BM~ITT~AL=-------- -09.16.25 .,cCrIY'-'-'S~U=BM"ITT~AL=-------- --------------- --------------- --------------- --------------- --------------- --------------- ©Copyright 2025 WAS Design Inc. Theee docamenbl and thelr cont.ms ore tt. property of WAS Design. MJ 111productlon1. l"fMSions, modificalionI or use of the1e documents without the lllxpnlllllll written consent of WAS Deagln 111 protjilted by low. BB [)n,w, WI Project Manager cw Principal 253097-225 ProjlCl:No. BB Date Sheet Title LANDSCAPE PLANTING DETAILS St..t No. LP500 800-292-8525 #DIG (Cellular) Diglsafely. I I I I I I I I I I I \ \ Alabama i Ca// = I / i I / /I -, C(J -, 0,_.!:~~,.!::!!~.f!~2§~fC~A~PEEJ!IR~R~l!fG~A~T~IO2_!N~P:!::LA~N~ ___________________________________ _JL.~-~~'·==~j rn~ 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. = MAINLINE AND VALVES SHOWN OUTSIDE OF TRENCH FOR GRAPHIC CLARITY. ALL EQUIPMENT AND PIPE SHALL BE WITHIN PROPERTY BOUNDARIES UNLESS OTHERWISE NOTED. SLEEVE SIZES TO BE DETERMINED BY CONTRACTOR. IRRIGATION SCHEDULE SYMBOL ® t!I ~Hll1 ® EST LCS RCS CST SST © ©@(i) Q T H F MANUFACTURER/MODEUDESCRIPTION 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. 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. 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. 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. 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. RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES QTY 49 ••••• EST LCS RCS CST SST !~:~:;;,:t.Y1J;..-~;To~~~~;~~;~~E~1TNHL~~-~~~~ED 16 ••• Q " ' ---------------- SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. 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. 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. 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. 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. MANUFACTURER/MODEUDESCRIPTION QTY 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 15 AS PER SYMBOL. 25 FT=RED, 30 FT=GREEN, 35FT=BEIGE. WITH SEAL-A-MATIC CHECK VALVE. PRESSURE REGULATING. MANUFACTURER/MODEUDESCRIPTION QTY RAIN BIRD PGA 1" 13 ELECTRIC REMOTE CONTROL VALVE FEBCO 765 3/4" PRESSURE VACUUM BREAKER, BRASS WITH BALL VALVE SOV. INSTALL 12" (305MM) ABOVE HIGHEST DOWNSTREM1 OUTLET AND THE HIGHEST POINT IN THE DOWNSTREAM PIPING. RAIN BIRD ESPLXME2P 12 STATION, TRADITIONALLY-WIRED COMMERCIAL CONTROLLER W/ FACTORY INSTALLED PRO SMART MODULE. INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE. RAIN BIRD RSD-BEX RAIN SENSOR, WITH METAL LATCHING BRACKET, EXTENSION WIRE. WATER METER 3/4" BASIS OF DESIGN: 1" METER W/ 37.5 GPM@ 55 PSI. CONTRACTOR TO VERIFY & SIZE ACCORDINGLY. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 211" ONLY LATERAL TRANSITION PIPE SIZES 1 1/4" AND ABOVE 1,683 LF ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1" INSIZE. IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 2111/2" ONLY LATERAL TRANSITION PIPE SIZES 1 1/4" AND ABOVE 59.5 LF ARE INDICATED ON THE PLAN, WITH ALL OTHERS BEING 1" INSIZE. IRRIGATION MAINLINE: PVC CLASS 200 SOR 21 1 1/2" PIPE SLEEVE: PVC SCHEDULE 40 868.9 LF 133.4 LF ffi],______ PSI 30 30 30 30 30 30 30 30 30 30 3S 24' landscape architecture land planning placemaking Foley, Alabama ,.!!! P. 251.9-48.7181 it Mobile, Alabama P. 251.344.4023 i.._. ~ ~ Jackson, Mississippi D ES I G N :~n6e~:~:~-~~~do P. 850.203.-4252 landscape architects www.was-deslgn.com ~©lJ ~ ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. Revision_, ___________ _ ~ ~ Revisions / Submissions _ 08.25.25 ~C~ITY~SU~B=MITT~~~------ -09.16.25 _C_ITY_SU_B_MITT_~------- --------------- --------------- --------------- --------------- --------------- --------------- © Cov,right 2025 WAS Design Inc. These documents and their conhnl:I n the property of WAS Dnign. Ifft reproductio111, RMSKl111, modificatio111 or 11111 of thete doc..nenb without the expr=s written coosent of WAS Delgln Is prohlited by law. BB Dm,n WI Project Mc:mog1r cw Principal 253097-225 Project No. BB Date ShMI: Title LANDSCAPE IRRIGATION PLAN st.r:No. Ll200 w ~ " ~ ~ TURF POP UP HEAD.---------< :> Z 1 /2" MAR LEX STREET ELL. " 4" TO CURB OR WALK. 1/2N POLYETHYLENE FLEXIBLE TUBING, LENGTH AS REQUIRED. 1 TURF SPRAY FLEX ASSEMBLY 3"= 1'-0" 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" DIA~ETER RIGID STEEL CONDUIT FOR 11 0 VAC ELECTRICAL.. SOURCE. INSTALL AS PER LOCAL ELECTRICAL CODES. FINISHED GRADE. ix, LONG SWEEP ELL. 328403.13-02 1 1 /2" DIAMETER RIGID STEEL CONDUIT FOR RCV WIRES. USE PVC SCH. 40 BELOW GRADE. 5 WALL MOUNT CONTROLLER 1"= 1'-0" 328409.13-01 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 V/JJ....VE 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 PROPOSE□ 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). ® ~=~"NERAL IRRIGATION NOTES FINISHED GRA CLEAR TO FENCE OR HARDSCAPE, WHERE APPLICABLE. 6" 2 TURF ROTOR MARLEX ASSEMBLY 12" 3"= 1'-0" EXTEND CONCRETE PAD 12" BEYOND BACKFLOW AT ALL SIDES. SERVICE SIDE. 328403.16-01 REDUCED PRESSURE BACKFLOW DEVICE AS SPEICIFED. GALVANIZED NIPPLES AND ELL AS REQUIRED. LATERAL LINE. 3 ,,, h-c-__ ,-,--1-6 <l,.d, INSTALL ASSEMBLY 1" TO 1 1/2"ABOVE FINISHED GRADE. WALK. SHRUB SPRAY HIGHPOP W/ FLEX ASSEMBLY 3"= 12" 328403.29-01 = INSTALLER OF SLEEVES SHALL BE RESPONSIBLE TO LOCATE SLEEVES IF NOT PROPERLY INSTALLED. n 6 -~-,!--~-1U_._ 0 ._C_E_D_P_R_E_S_S_U_R_E_B_A_C_K_F_L_O_W_ 32 _ 84 _ 09 __ 43 __ 02 _ 0 :~a~.:.VING DETAIL 328409.76-05 16. CONTRACTOR TO UTILIZE APPROPRIATE AUTOMATIC DRAIN DEVICE WHERE LOW HEAD DRAINAGE MAY OCCUR. 17. CONTRACTOR SHALL UTILIZE VALVE I.D. TAGS ON AU. 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 Tl-IE 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 SUBMITTAL$. CONTRACTOR SHALL NOTIFY CONSULT ANT 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. 328415-01 2• MINIMUM, 4" MAXIMUM ----~ BELOW TOP OF BOX. 1 OX1 5 RECTANGULAR VALVE BOX. PLASTIC I.D. TAG AT EACH VALVE. WATER PROOF WIRE CONNECTORS ON 30" LOOPED WIRES. ~ z~T~~~VrlPf 4 _?A~I~. SIZE 0 TO FIRST FITTING. ~ a, SCHEDULE 80 RISER. MAIN LINE. ------~ 4 ELECTRIC REMOTE CONTROL VALVE 11/2"= 1'-0" 1o"x1s" RECTANGULAR BOX WITH 6" EXTENSION. 328406.13-01 TO GRADE. ( SET BOX FLUSH ---1]c5E:5l'=5E:'51]c~lll;:;;lll~III~ Mfilkffi~w _ ___,, ____ -1,,;l~HI I Jf ADAPTER. 8 1/2" WIRE CLOTTH GOPHER SCREEN, WRAP UP SIDES. TRUE UNION BALL ISOLATION VALVE 11/2"= 1'-0" 328406.33-04 landscape architecture land planning placemaking Foley, Alabama ,.!!! P. 251.9-48.7181 it Mobile, Alabama P. 251.344.4023 1.._. ~ ~ Jackson, Mississippi D ES I G N :~n6e~:~:~-~~~do P. 850.203.-4252 landscape architects www.was-deslgn.com ~©lJ ~ ~ THESE PLAHS HAVE HOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. Revision_, ___________ _ ~ ~ Revisions / Submissions _ 06.25.25 ~C~ITY~SU~B=MITT~~~------ -09.16.25 _C_ITY_SU_B_MITT_~------- --------------- --------------- --------------- --------------- --------------- --------------- © Cov,right 2025 WAS Design Inc. These documents and their conhnl:I n the property of WAS Dnign. Ifft reproductio111, RMSKl111, modificatio111 or 11111 of thete doc..nenb without the expr=s written coosent of WAS Delgln Is prohlited by law. BB Dm,n WI Project Mc:mog1r cw Principal 253097-225 Project No. BB Date ShMI: Title LANDSCAPE IRRIGATION DETAILS st.r:No. Ll500 LUMINAIRE SCHEDULE "oo NOT, ENTE,R" • I I I ,__CA-LLO--UT ___ SY_M_B_O_L _____ LA_M_P _______ D_E_S_CRI_PT_I_O_N ___ ~---M,-O_D_E_L ________ N,_O_T_1!:_3 ______ QU_A_N_T_1T_Y_M,_O_U_NT_f_N,_C __ W_M_1!:_N._S_,/; / ff,. HEIGHT / LAMP (:;:;.] "<' P1 o--0 P2 o-0 (1) XP-G2 LEDs (1) Sixty Cree XP-G2 LEDs Type Ill Medium w/ BLS, 20 LEDs, 525mA, 3000K Type V Medium, 20 LEDs, 525mA, 3000K Cree Lighting , For use with Series E EDGE, 228, 304 and LEDway Luminaires Cree Lighting , For use with Series E EDGE, 228, 304 and LEDway Luminaires Cree-RESTL, 12/29/2016, Measurement orientation: base up, Serial Number: PL01023-001, 120.14 Vac, 101W, TEST PROCEDURE: IESNA-LM-79-08, TEST DISTANCE - 29.36 Feet, Philips LED-INTA-0530C-280DO, 7602.1 Cree-RESTL, 9/6/2016, Measurement orientation: base up, Serial Number: PL09285-001, 120.10 Vac, 134W, TEST PROCEDURE: IESNA-LM-79-08, TEST DISTANCE = 29.36 Feet, Philips LED-INTA-0700C-21 ODO, 13136.0 GENERAL LIGHTING NOTES I I \ \ \ ALL SITE LIGHT POLE FIXTURES ARE MODELED AT A 9' -6" MOUNTING HEIGHT. ALL PORTIONS OF THE LIGHT POLE ANO FIXTURE SHALL NOT EXCEED 1 Q' 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 o.ol I ¢.ot 1 :1 I o , I f 1(0 I o. ;~ I I e;'. I 'a. 0. l I I I I I I I I I I I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 F.F.E. 118.35 ±6,889 SF BUILDING I I ~ ~ 1 1 LOT9 \ \ ±1.09 AC (47,498 SF) \ I ~ I I 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0/0 / LOTB /// /\ \~:t 0.0 0.0 0.0 0.0 13 9'-6" 2 □64 / F" ~A9 •0J 0. 9'-6" 3096 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 Ea.a 0.0 0.0 .- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O,(L., 0.0 c:a 0.0 0,, 0.0 ' 0.0 o,o...., 0.0 ~ aS: 0.0 o:~ 0.0 o.~ I 0.0 0~ :,;: 0.0 0. 0.0 h 0.0 0. 0.0 h 0.0 0 .• 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 JI 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 THE EDGE® Series LEDArea/Flcod Luminaire Product Description Performance Summary ~N~~T«~ Asse mt>ledinthe JSA byC ree light in g tromU Sand impo rtedpa rts Cti,M ~ .... J'IICIH~l!:.~1'DOCl,llli=tt!PIIXMJ1'i10CRl~ CCT,Tu rtlcFri en d lyAmbN,J□□□K l+/-300Kl,4□00K (+/-30 □K],500 □K[+/-500Kl,57□o K l+/-51llKI ~t1W"!da rd i.-,,w,.,,..,..110~llol'~rtltG.,,..,_,~0.U.0..tr~,._krPNJ. .. _..,,~..,,0(- Accessories llll """' Din.'A~ Wlclt. ~· ~c"~ 12.1'l !Dl.m",) 2 1 lx;.(l □ks,) 24 l><.(ll kg) 111 'l l57mrn] 271><.[12kg] l!.1'l !IJ3mrn] L8llo.[13kgl 211 'l !ll mrn) 41 lb<.(1 9ki) Ordering Information AA/□lJSAMount-sccp a gc22furwe,ght &d1 mernacns E,..mplo./\P.E-EDG-2~-M -l l -E-L L-SV-3 50 -~i...,.., .. ,,...,.­... - "' ' CREE+ LIGHTING. Web•ite,~ U5,(80 0)236-68 00Canada,l800 l 47J -12J4 NOT TO EXCEED MAX. HEIGHT PER AHJ REQ'S ENGINEERING COORDINATION 1\ NOTE: CONTRACTOR IS / ', RESPONSIBLE TO ( ~ VERIFY /PROVIDE STRUCTURAL \ I REQUIREMENTS AND/OR \ ~ L WIND LOADING. \ 1 ~LUMINAIRE, PER PLAN POLE, PER PLAN ANCHOR BOLTS, NUMBER, SIZE, AND LOCATION TO BE PER FIXTURE/POLE MANUFACTURER REQUIREMENTS. GROUND ROD, GROUND AS REQ'D BY CODE AND I MANUFACTURER ':I I coNDuir, TO LIGHT FIxruRE FOOTING, PIP CONCRETE WITH VERTICAL REBAR AND HORIZONTAL TIES 265613-01 landscape architecture land planning placemaking Foley, Alabama ~ P. 251.948.7181 P. 251.344.4023 .; Mobile. Alabama 1.,. ~ ~ Jackson, Mississippi D ES I G N :~n6s~:~:~-~~~;do P. 850.203.4252 landscape architects www.was-deslgn.com ~©lJ ~~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. RNBilln_, ___________ _ ~ ~ Revisions / Submissions _ 08.25.25 -"C~ITY~S=UB=M~ITT~AL~----- -09.16.25 ..:C~ITY~S=UB=M~ITT~AL~----- ------------ ------------ ------------ ------------ ------------ ------------ © Cop,Jright 2025 WAS Design Inc. These documents and their contents n the property of WAS Dnign. M'/ reproductions. revisiol'II, modifieat:ions or use of thete doc!fflenb without the 1xpre1111 wrfthm consent of WAS Deagln Is prohlillld by law. AS Drown WI Project Manager cw Principal 253097-225 Project No. BB Date Sheel:Title SITE LIGHTING PLAN She&I: Na. LElOO Denial City of Fairhope Planning Commission December 1, 2025 SR 25.09 - 7 Brew Fairhope Project Name: 7 Brew Fairhope Site Data: 1.01 acres Project Ty_e_e: Site plan approval Jurisdiction: Fai r hope Planning Jurisdiction Zonina District: B-2 General Business District PPIN Number: 626310 General Location: Northwest corner of State Highway 181 and State Highway 104 Survey_or o[Record: HFA-AE LTD Engineer o[Record: HFA-AE LTD Owner L Develoe_er: Brew Horizons LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recom mendation: Prepared bv: --Road c::::J B-2 General Business District D PUD -Planned Unit Development c::::J R·l l ow Density Single-Family D Parcel D Corporate l imit N & WW E s SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 1 of 7 SUMMARY OF REQUEST Request of the Applicant, HFA-AE LTD, on behalf of the Owner, Brew Horizons LLC, for Site Plan Approval of 7 Brew Fairhope. The property is approximately 1.01 acres and is zoned B -2 – General Business District. The property is located on Lot 5 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. SITE HISTORY The subject site has been included in numerous Subdivision and Multiple Occupancy Project (MOP) requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any lot. There are no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. Setbacks - COMPLIANT The Final Plat recorded for Planter’s Pointe Subdivision establishes setback requirements for Lot 5 to be 10 feet from the North property line along Planter’s Pointe Boulevard, 10 feet from the West property line along Rockwell Boulevard, 10 feet from the South property line, and 50 feet from the East property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 19± feet. Tree & Landscaping - NON-COMPLIANT The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates a compliant total landscape area and frontage landscape area. However, the plan appears to be non-compliant with the number of required tree plantings. According to Staff calculations (see exhibits), the subject site requires a total of six (6) overstory Frontage Trees to be planted within the front 25 feet of the site along State Highway 181 and 21 overstory Perimeter Trees to be planted elsewhere on site. As proposed, the Site Plan illustrates a total of one (1) overstory Frontage Trees and 16 overstory Perimeter Trees. The Tree and Landscape plan illustrates an additional ten (10) understory trees on site which do not count towards required tree plantings. However, it’s important to note that these ten (10) understory trees are existing and were included in the original landscape plan approved with the Planter’s Pointe Multiple Occupancy Project (MOP), and as such, cannot be removed and must be protected throughout construction. As for the number of required tree plantings, t here appears to be other areas within the subject site in which additional plantings could be proposed to bring the plan into compliance. Also, it’s possible that an alternative tree selection may better allow for a greater number of trees to be planted on site. However the Applicant wishes to address these issues a revised Tree and Landscape plan should be submitted to staff illustrating full compliance with the Trees and Landscaping Ordinance and must be reviewed and approved by the City of Fairhope Horticulturist prior to the application being submitted to the City Council. SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 2 of 7 In addition to the non-compliant number of required tree plantings, the following comments were provided by the City Horticulturist with regard to the proposed Perimeter Trees and parking lot screening: “All of the trees … chosen for perimeter landscaping are deciduous trees - which means that all of the trees will lose all of their foliage in the winter months. So, there will be no evergreen canopy. I might suggest replacing the Ash trees that they are proposing with some variety of evergreen overstory tree. The reason that I suggest replacing the Ash is that the Emerald Ash Borer, an invasive bug devastating Ash trees, has been confirmed to be in Mississippi recently and is most certainly going to be a problem here soon . “… regarding the landscape screening around the parking area. The Landscape Ordinance requires "a solid unbroken visual screen at least forty-eight (48) inches in height at planting." The Swamp Azalea that is specified (on the plans) is also a deciduous shrub species - while I appreciate the use of native plantings, this is not going to provide an unbroken visual screen as required ... I suggest using an evergreen species instead. The other shrub that they are proposing is Compact Inkberry - which is a lovely native plant. The problem with this plant is that it maxes out at 48" height, if it ever reaches that. They will certainly not be that height in 3- gallon pots at planting, and it is a relatively slow grower. I suggest using a non-compact version of Inkberry holly or another evergreen plant that can be installed closer to the required 48" height.” It should also be noted that the storm water detention areas located along Rockwell Boulevard and Planter’s Point Boulevard to the North and West of the proposed building , as proposed, are non-compliant with Section 20.5-4.11) of the Trees and Landscaping Ordinance as it relates to the screening of storm water detention/retention ponds. As such, the Tree and Landscape plan should be revised to illustrate full compliance with the aforementioned section. Parking - COMPLIANT Article IV-E.4 Table 4-3, Parking Schedule details the amount of on-site parking required for restaurants based on the number of seats provided. The proposed 7-Brew is a drive-thru only coffee restaurant which does not provide any indoor or outdoor seating. Drive-thru only businesses are omitted from Table 4-3, and as such, parking is not required at this time . However, the Site Plan does illustrate a surplus of nine (9) on-site parking spaces. Article IV Section E.4.c(2) of the Zoning Ordinance requires any parking provided that is more than what is required by Table 4-3 “shall be designed with a pervious surfacing”. As such, if approved, the Site Plan should be revised to illustrate all proposed parking spaces to utilize pervious surfacing while maintaining compliance with ADA standards. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Rockwell Boulevard and Planter’s Pointe Boulevard, as required. Additionally, the proposed Site Plan illustrates the extension of the 12-foot-wide multi- purpose trailway along State Highway 181. Drainage - COMPLIANT Drainage is unique within the Planter’s Pointe development. Publix, the anchor store, provided underground drainage for itself and those stores connected to it. Notes on the Final Plat for Planter’s Pointe Subdivision state that all other lots must have self-sufficient drainage addressing all post-development stormwater runoff on the individual lots. Within the provided Drainage Report the Applicant states that, “The post development runoff conditions are not to exceed pre-development conditions, ensuring that the proposed work does not negatively impact the downstream conditions within the ALDOT right-of-way”. SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 3 of 7 Exterior Lighting - NON-COMPLIANT As proposed, exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance as it relates to on-site lighting. However, the submitted Photometric Site Plan (see exhibits) illustrates photometric points greater than 0.0 Foot Candle within the ROW West of the subject site and onto the abutting property to the South. As such, if approved, the photometric Site Plan should be revised to illustrate 0.0 Foot Candle at all property lines. Mechanical Equipment - COMPLIANT All mechanical equipment is proposed to be located on the building’s roof and is illustrated in the submitted plans. Dumpster - MORE INFO NEEDED The Site Plan illustrates a dumpster on the West side of the proposed building. It should be noted that if approved, the plans must be revised to include a dumpster detail illustrating dumpster screening in compliance with Article IV-B.2. of the Zoning Ordinance. Signage - N/A All Signage will be 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 7-Brew will generate a total of 91 trips (46 entry and 45 exit) during the Weekday AM peak hour and a total of 34 trips (17 entry and 17 exit) during the Weekday PM peak hour. Lot Access - COMPLIANT As illustrated, the subject site proposes one (1) access point to the site from Rockwell Boulevard. Comprehensive Plan - COMPLIANT Planters Pointe is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are additional commercial uses. D SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 4 of 7 Benefits to the Community - COMPLIANT As the number of residential units being developed in the area continues to grow a commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing rezoning requests. Recommendation: Staff recommends DENIAL of SR 25.09 – 7-Brew Fairhope Site Plan due to the following deficiencies: 1. Insufficient tree plantings; 2. Insufficient landscaping adjacent to public right-of-way; 3. Insufficient stormwater detention/retention screening; and 4. Non-compliant exterior lighting. EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 5 of 7 Proposed Site Plan ._.,,. tlllhTODl!!TINIJOll'Ot&MAIHT#JN _j ~J"4CAOSSSLoPE.fllll..l.llllllECllON5 ., • ..:.§ -··---·- '/,,Y~;..~~ /ff-·~---""' _ ./,.,: [: ________________ . .=I!J ;' o/f' >IP,VVt)Vl'Y....-i,T<;.ONClttft'I.\Cl ......... '-'£"'1 ~"t":'::~fTO ..... ro-i /""'-V" 0IJTI' COMCM:TlcAA\/0!£"'1 ~Ol,DIHO lOM, T11Jr,Sj,l0¥.J.mi.l.,a>.[[~t ~ f ? I I ffAA, l,/--;='~ If'/, .. ,---.....--I I -1 l l . -1JlLJ:::rr-- 7 ~,~nv~1-~ I IIUU>HlKTMCKI.INI£ I • ~L.NlllllC,,trl'IE:IMC~UHI: HI! [IIISTN:lFINli~WllltlHDl'IIVl'l,lll.5.1,CCEIS"'\. ;I o-... TWOll,IQPlAll"l(';lllN(lU!allf_!iOUDUNe ...... ,~ctO Al7-VOr T""-"f3JT101'1f01il,OOI T'ft. t,MC- 11 \J'ST~~ TPll!U$'!M l'"WMf!<ll'fll\lA"'!Ot(l'A.....,,..,lfT~! -CUJIAINO AI..OH<l OCIIT .. OOllll/1: .._t ~a. t.r ~r::;. .. MDE',\,AI.IC I ~ Sl~: I ., I ' l ~ ,, . Sfl-"'Cf.U:NOffl..,. aDf'TfT'Yf'i I :,·1 . I ~ I SiGN TO MCCT '911£'oYSTANWU>Slll,Von1CRS) M.OOT.trNOIIUACOMf'Uo\'r"QIOMW"iUIU.ARl(INOS -$-.,,. ..... ~--~·-=• an.:i ._._..,,:..·.~=~":!~----L$.·----.\., .... ..,,, .... -.... .,..~i;..~~,.....,,. .... ~ .... .y.: ···•~·····•:~. .! I """"""'""'"'"°"""---·-·-· J :::::::::::: .,!Ul(ll-ft-cJUi.JNl<f",RIO rt!IWHliff:lill.Llk.19C""'T'W ~ IIMOfOWfTIIICPl,\Jfl,,M{Js:: .. !TAl.Ll<TIONAr""°"61nLIN( ' SITESM i2 ♦ EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 6 of 7 Proposed Tree & Landscape Plan ~ Description Frontage Trees Perimeter Trees Quantity 1 16 Understory Trees 1 O TREE & LANDSCAPE COMPLIANCE TABLE Reviewed by Payton Rogers Date 11/24/25 Plan Total Requ ired La ndscap e Area Tot al Landscape A rea 88 18 Front Landsc ape A rea 529 1 Frontage Trees 6 Frontage 1 6 Frontage 2 0 Frontage 3 0 Frontage 4 0 Per imeter Trees 21 Pa rking Trees 0 Ove rstory 0 Unde rstory 0 Total 27 Ove rsto ry 27 Unde rstory 0 Total Trees Saved (Credits) 0 Total New Overst o ry P lanted 17 EXJSONG TREES 1•l TO R£t.lAJN t TRCE.$ TO BC PAOTE.C:1£0 Y'm'H TREC PROTECTION FENCE CM..IUNG TME E."ITIRE _ CONStHUCI tO" -----~-------- F,... •.•• ' . . . .. ,,· -:1,S• : ............ I, •• _.. • . . . . . . . . . .. .. . ' Plan Plan Provided Compliance? 24348 Yes 10610 Yes 1 r No 1 I No 0 0 0 16 r No 0 0 0 17 r No 17 I No 0 EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 7 of 7 Proposed Photometric Site Plan ·oo ·oo -,. bo .,, bo ,. 'oo b.o bo no •oo f1u to i:io :., •oo JO be bo bo .,, ,,, ,, bo ,. ~10 ., ho b , ... bo 'oo O' 00 .,, ·en ·,, bo ;,, b.2 00 ·,, 0 0 bo ll11 bo bn ·oo bn ,. APPLICATION FOR SITE PLAN APPROVAL Application Type: Site Plan Attachments: Articles of Incorporation or List all associated investors Date of Application: ______________________ Property Owner / Leaseholder Information Name of Property Owner: _______________________Phone Number: ___________ Address of Property Owner: ________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Proposed Site Plan Name: ________________________________________________ Site Acreage: _______________________ Sq. Footage: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Engineer/Architect Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name Signature ___________________________________________ ___________________________________________ Date Fairhope Single Tax Corp. (If Applicable) □ □ Authorization Letter To Whom it May Concern: I, _Dennis Proto_________, hereby authorize Owner of Record __Megan Broderick_____ of ______HFA-AE__LTD_____ Authorized Agent Company to represent me and to act on my behalf in regard to the application for __7 Brew Fairhope, AL____. Name of Development/Application Sincerely, ________________________________, __________________ Owner of Record Date 10.15.25 Delaware The First State Page 1 You may verify this certificate online at corp.delaware.gov/authver.shtml I, JEFFREY W. BULLOCK, SECRETARY OF STATE OF THE STATE OF DELAWARE, DO HEREBY CERTIFY THE ATTACHED IS A TRUE AND CORRECT COPY OF THE CERTIFICATE OF FORMATION OF “BREW HORIZONS LLC”, FILED IN THIS OFFICE ON THE FIFTEENTH DAY OF SEPTEMBER, A.D. 2021, AT 1:59 O`CLOCK P.M. Stale of Delaware Secretary of State DM1ion of Corporations Delivered 01:59 PM 09/15/2021 FILED 01:59 PM 09/15/2021 SR 20213252 738 -File Number 6235998 STATE o/DELAW ARE LIMITED LIABILITY COMPANY CERTIFICATE o/FORMATION OF BREW HORIZONS LLC This Certificate of Formation of BREW HORIZONS LLC (the "Company"), is being duly executed and filed by an authorized person, to form a limited liability company under the Delaware Limited Liability Company Act ( 6 Del. C. § 18-101, et seq.) (the "Act"). First: The name of the Company is BREW HORIZONS LLC Second: The address of its registered office in the State of Delaware is 251 Little Falls Drive in the City of Wilmington, DE 19808. The name of its Registered Agent at such address is Corporation Service Company. Third: The Company, in its limited liability company agreement, may establish one or more series pursuant to §18-215 of the Act, and, if established, then, pursuant to §18-215(b) of the Act, the debts, liabilities, obligations , and expenses incurred, contracted for, or otherwise existing with respect to a particular series shall be enforceable against the assets of such series only, and not against the assets of the Company generally or the assets allocated to any other series of the Company, and none of the debts, liabilities, obligations and expenses incurred, contracted for or otherwise existing with respect to the Company generally or any other series thereof shall be enforceable against the assets of such series. In Witness Whereof, the undersigned has executed this Certificate ofFormation of BREW HORIZONS LLC this 15th day of September, 2021. BY: Isl Erin C. Joyce Erin C. Joyce, Authorized Person #1507 19353_vl Harrison French & Associates, PLLC www.hfa-ae.com Page 1 of 1 Payton Rogers, CAPZO Planning & Zoning Manager 451 Pecan Ave Fairhope, AL 36532 Mr. Rogers, I have analyzed the 7 Brew site in question and provided the following ITE Trip Gen information below. Based on the Plat it is my understanding that the site will fall within the parameters outlined in the Plat. Thank you. Weekday AM Peak Hour: 91 Total Trips, 46 (Entry), 45 (Exit) w/ 50% Pass-By Rate: 46 Total, 23 (Entry), 23 (Exit) Weekday PM Peak Hour: 34 Total Trips, 17 (Entry), 17 (Exit) w/50% Pass-By Rate: 17 Total, 9 (Entry), 9 (Exit) Thank you, Garrett Small, PE H A RRl ~ON F RI N< 11 & A S S O C I I\ T U S . I' I~ I. C HFA HARRISON FRENCH & ASSOCIATES, PLLC PROJECT CONTACTS DEVELOPER BREW HORIZONS, LLC 2000 W. PARK DR., SUITE 130 WESTBOROUGH, MA01581 508-561-4903 MIKE TIERNEY MTIERNEY@BREW-HORIZONS.COM SURVEYOR US SURVEYOR 9867 STATE HWY 104 FAIRHOPE, AL 36532 800-867-8783 X201 JENA WICKER JWICKER@USSURVEYOR.COM CIVIL ENGINEERING HFA-AE, LTD 1705 S. WAL TON BLVD., SUITE 3 BENTONVILLE, AR 72712 479-273-7780 x199 JASON PANICARO JASON.PANICARO@HFA-AE.COM BUILDING MANUFACTURER ARNING 201 INDUSTRIAL PARK PL. CASSVILLE, MO 65625 800-732-5074 X1326 JENNIFER PEEK JPEEK@ARNINGCO.COM FIRE FAIRHOPE FIRE DEPARTMENT 198 SOUTH INGLESIDE FAIRHOPE, AL 36532 251-990-0143 CHRIS ELLIS FIRE CHIEF SITE PLAN & BUILDING PERMIT REVIEW CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV HEAL TH DEPARTMENT BALDWIN COUNTY ENVIRONMENTAL OFFICE DIVISION ON INSPECTION SERVICES 22251 PALMER STREET ROBERTSDALE, AL 36567 251-947-3618 STATE HIGHWAY AL DEPT. OF TRANSPORTATION SOUTHWEST REGION -MOBILE AREA CHASE CHITWOOD AREA PERMIT MANAGER 251-470-8339 CHITWOODC@DOT.STATE.AL.US CITY STREETS DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV SANITARY SEWER & WATER DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 DARYL MOREFIELD DARYL.MOREFIELD@FAIRHOPEAL.GOV 7 BREW COFFEE 9867 AL-104 (LOT 5) FAIRHOPE, AL 36532 BALDWIN COUNTY -brew­ HORIZONS. NATURAL GAS CITY OF FAIRHOPE GAS DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 ELECTRIC CITY OF FAIRHOPE ELECTRIC DEPARTMENT DEPARTMENT OF PUBLIC WORKS 555 SOUTH SECTION STREET FAIRHOPE, AL 36532 251-928-8003 TELEPHONE VERIZON 171 E 165 SERVICE ROAD SOUTH MOBILE, AL 36606 251-327-3459 STORM SEWER CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE STE. 200 FAIRHOPE, AL 36532 251-928-2136 HUNTER SIMMONS HUNTER.SIMMONS@FAIRHOPEAL.GOV LEGAL DESCRIPTION LOT 5 OF PLANTERS POINTE SUBDIVISION RE-SUB OF LOT 2 NW CORNER HWY 181-HWY 104 SUB AS RECORDED ON SLIDE 2954-B AND SLIDE 2954-C, AND CORRECTED IN DOC# 2180244, BALDWIN COUNTY, ALABAMA. TOGETHER WITH AND SUBJECT TO A NON-EXCLUSIVE EASEMENT, FOR INGRESS, EGRESS, AND UTILITIES, OVER AND ACROSS LOT 1 OF THE NORTHWEST CORNER OF HWY 181-HWY 104 SUBDIVISION, AS RECORDED ON SLIDE 2725-E AND RATIFICATION OF PLAT RECORDED AS INSTRUMENT NUMBER 1857087 IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA, WHICH IS HEREBY RESERVED UNTO THE GRANTOR, ITS SUCCESSORS AND/OR ASSIGNS FOR THE BENEFIT OF ITS ADJOINING PROPERTY AND ANY FUTURE DEVELOPMENT THEREOF. SAID EASEMENT BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 2, NW CORNER HWY 181 - HWY 104 SUBDIVISION; THENCE RUN N-00°04'20"-W, 863.28 FEET TO THE A POINT; THENCE RUN S-89°39'53"-E, 574.80 FEET TO THE POINT OF BEGINNING; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, A CHORD OF WHICH BEARS N-45°10'03"-E, 70.92 FEET, AN ARC DISTANCE OF 78.83 FEET TO A POINT; THENCE RUN N-00"00'00"-E, 154.18 FEET TO A POINT; THENCE RUN NORTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 87.00 FEET, A CHORD OF WHICH BEARS N-03"26'37'-W, 10.45 FEET, AN ARC DISTANCE OF 10.46 FEET TO A POINT; THENCE RUN N-06"53'06"-W, 118.06 FEET TO A POINT; THENCE RUN NORTHEASTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 150.00 FEET, A CHORD OF WHICH BEARS N-44"54'29"-E, 235.73 FEET, AN ARC DISTANCE OF 271.19 FEET TO A POINT; THENCE RUN SOUTHEASTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 175.00 FEET, A CHORD OF WHICH BEARS S-86"38'58"-E, 20.45 FEET, AN ARC DISTANCE OF 20.47 FEET TO A POINT; THENCE RUN N-90"00'00"-E, 85.53 FEET TO A POINT ON THE WEST RIGHT-OF-WAY OF STATE ROUTE 181; THENCE RUN S-33"25'46"-E ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 54.46 FEET TO A POINT; THENCE RUN S-00"15'38"-W ALONG SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 36.55 FEET TO A POINT; THENCE RUN N-90"00'00"-W LEAVING SAID WEST RIGHT-OF-WAY OF STATE ROUTE 181, 89.75 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 88.00 FEET, A CHORD OF WHICH BEARS S-63"58'56"-W, 77.20 FEET, AN ARC DISTANCE OF 79.92 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 313.00 FEET, A CHORD OF WHICH BEARS S-41°19'36"-W, 36.71 FEET, AN ARC DISTANCE OF 36.73 FEET TO A POINT; THENCE RUN SOUTHWESTERLY ALONG A CURVE TO THE LEFT HAVING A RADIUS 187.00 FEET, A CHORD OF WHICH BEARS S-22"20'40"-W, 142.19 FEET, AN ARC DISTANCE OF 145.85 FEET TO A POINT; THENCE RUN S-00"00'00"-E 223.23 FEET TO A POINT; THENCE RUN N-89"39'53"-W, 100.29 FEET TO THE POINT OF BEGINNING, CONTAINING 1.17 ACRES, MORE OR LESS. REVISION CHART ft, TITLE DATE NOTES: \ 1L • ' .. \---------------1'9- Q filllr~ ctr ,TM-Rt~II Fa1rt'!Opte P.vh&t:'!'C . Fairhope F1r .. ,e SIT E "1JtoZooeAu1oPorts Cl r B r,a.,.,_,. 0 • N VI C INI TY MA P TOGETHER WITH A PERMANENT INGRESS/EGRESS ACCESS EASEMENT APPURTENANT DESCRIBED AS: BEGINNING AT THE NORTHEAST CORNER OF LOT 1, AS RECORDED ON SLIDE 2954-B IN THE OFFICE OF THE JUDGE OF PROBATE, BALDWIN COUNTY, ALABAMA AND ALSO SAID POINT BEING THE POINT OF BEGINNING; THENCE RUN N-90"00'00"-W 35.00' TO A POINT; THENCE RUN S-00"00'00"-E FOR A DISTANCE OF 370.80'; THENCE RUN S-28"06'08"-W FOR A DISTANCE OF 54.29' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 51.31', CHORD BEARING OF S-01°26'16""W AND CHORD LENGTH OF 64.42', THENCE RUN ALONG SAID CURVE 69.64' TO THE BEGINNING OF CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 137.02', A CHORD BEARING OF S-31"55'31"-E AND CHORD LENGTH OF 45.65', THENCE RUN ALONG SAID CURVE 45.86' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 27.40', A CHORD BEARING S-03°01'40"-E AND CHORD LENGTH OF 16.10'; THENCE RUN ALONG SAID CURVE 16.34'; THENCE RUN S-15°07'31"-W FORA DISTANCE OF 54.82' TO THE BEGINNING OF A CURVE TO THE LEFT, SAID CURVE HAVING A RADIUS OF 174.50', A CHORD BEARING OF S-12"53'08"-W AND CHORD LENGTH OF 13.64'; THENCE RUN ALONG SAID CURVE 13.64' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 14.50', A CHORD BEARING S-50°19'22"-W AND CHORD LENGTH OF 18.52'; THENCE RUN ALONG SAID CURVE 20.08'; THENCE RUN N-90°00'00"-W FOR A DISTANCE OF 327.09'; THENCE RUN S-00"00'00"-E FOR A DISTANCE OF 219.85'; THENCE RUN S-45"10'03"-W FOR A DISTANCE OF 35.46' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89"39'55"-E ALONG SAID RIGHT OF WAY LINE FORA DISTANCE OF 110.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-44"49'57"-W FOR A DISTANCE OF 42.34'; THENCE RUN N-00°00'00"-E FOR A DISTANCE OF 165.96'; THENCE RUN N-45"00'00"-E FORA DISTANCE OF 20.51'; THENCE RUN N-90"00'00"-E FOR A DISTANCE OF 244.33'; THENCE RUN S-45"00'00"-E FOR A DISTANCE OF 20.51'; THENCE RUN S-00°00'00"-E FORA DISTANCE OF 168.94'; THENCE RUN S-45"10'03"-W FORA DISTANCE OF 40.16' TO A POINT ON THE NORTH RIGHT OF WAY LINE OF ALABAMA HWY 104; THENCE RUN S-89"39'55"-E ALONG SAID RIGHT OF WAY FOR A DISTANCE OF 100.00'; THENCE LEAVING SAID RIGHT OF WAY LINE RUN N-44"49'57"-W FOR A DISTANCE OF 35.25'; THENCE RUN N-00°11'11"-E FOR A DISTANCE OF 178.92'; THENCE RUN N-90"00'00"-E FOR A DISTANCE OF 2.50'; THENCE RUN N-00"00'00"-E FOR A DISTANCE OF 59.09'; THENCE RUN N-15"07'31"-E FORA DISTANCE OF 77.22' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 90.82', A CHORD BEARING N-52°33'46"-E AND CHORD LENGTH OF 84.50'; THENCE RUN ALONG SAID CURVE 90.82'; THENCE RUN N-90"00'00"-E FORA DISTANCE OF 166.44' TO A POINT ON THE WEST RIGHT OF WAY LINE OF ALABAMA HIGHWAY 181; THENCE RUN N-00"15'38"-E ALONG SAID RIGHT OF WAY LINE FOR A DISTANCE OF 45.00'; THENCE LEAVING SAID RIGHT OF WAY RUN N-90°00'00"-W FOR A DISTANCE OF 166.58' TO THE BEGINNING OF A CURVE TO THE RIGHT, SAID CURVE HAVING A RADIUS OF 69.50', A CHORD BEARING N-45°00'00"-W AND A CHORD LENGTH OF 98.29', THENCE RUN ALONG SAID CURVE 109.17'; THENCE RUN N-00"00'00"-W FOR A DISTANCE OF 359.87' TO THE POINT OF BEGINNING. SAID EASEMENT CONTAINS 1.70 ACRES, MORE OR LESS. FLOOD NOTE THIS SITE IS LOCATED IN FLOOD ZONE "X" AS SHOWN IN THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INS URANCE RATE MAP 01003C0661M DATED 4/1 9/2019. BENCHMARK TEMPORARY BENCHMARK A: FROM SURVEY TEMPORARY BENCHMARK B: FROM SURVEY SHEET INDEX SHEET SHEET TITLE NUMBER C1.0 COVER SHEET C1.1 GENERAL NOTES C2.0 EXISTING CONDITIONS AND DEMO PLAN C3.0 EROSION CONTROL PLAN C4.0 SITE PLAN C5.0 PAVING PLAN C6.0 GRADING PLAN C6.1 PRE DEVELOPMENT PLAN C6.2 POST DEVELOPMENT PLAN C?.0 UTILITY PLAN C10.0 SITE DETAILS C10.1 SITE DETAILS C10.2 SITE DETAILS C10.3 SITE DETAILS C10.4 SITE DETAILS L1.0 LANDSCAPE PLAN L1.1 LANDSCAPE DETAILS IRR1.0 IRRIGATION PLAN IRR1.1 IRRIGATION DETAILS ATTACH ALTA_NSPS LAND TITLE SU RVEY ATTACH PHOTOMETRIC PLAN HFA H l~.'\.-AE, LTD. l"'tlS S. W:a.lton Blvd., Suite 3 Be,iro,wi..le, Arkansas 72712 i"""Y.:!r'i.7780 f888 "l{L9685 111,w,.i.•.hi.1.-ac.com ! !m ~ ~ .... ~n u ~ r1 •• ~ ii n i .. I· ~~ ,} ~-•• 0~ (.) ..J ..J ISSUE BLOCK I,\ TITLE ~ I g i i ! I I ' ~ DATE ; ! 1-~§ <~ ~~ ~~ is OTP 10110/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11111/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY COVER SHEET I SHEETC 1 .0 /c;ENERAL CONSTRUCTION NOTES: 1. CONTRACTOR SHALL FAMILIARIZE HIMSELF/HERSELF WITH THE EXISTING CONDITIONS OF THE SITE TO VERIFY ALL CHARACTERISTICS THAT ARE PRESENT. HE/SHE SHALL UNDERSTAND THE DEMOLITION AREA($) AND THE REQUIREMENTS FOR REMOVAL FOR ITEMS SUCH AS BUT NOT LIMITED TO: PAVEMENT, SURFACE STRUCTURES, VEGETATION, TREES, UTILITIES (ABOVE & BELOW GROUND), DRAINAGE OUTFALLS, ETC. VERIFICATION OF LOCATIONS AND ELEVATIONS OF EXISTING DRAINAGE AND UTILITIES (WATER, SEWER, POWER, TELEPHONE, CABLE, GAS, ETC.) AND ALL POINTS OF PROPOSED CONNECTIONS SHALL BE CONDUCTED BY CONTRACTOR PRIOR TO CONSTRUCTION. POTENTIAL CONFLICTS BETWEEN EXISTING AND PROPOSED FEATURES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES IN THESE CONSTRUCTION PLANS ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION. PRIOR TO THE START OF ANY CONSTRUCTION IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ALL PROTECTION OR RELOCATION TO THESE UTILITIES WITH OWNER OF THE UTILITY. CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER DISCOVERED, SHOWN ON THE PLANS, OR LOCATED BY THE UTILITY COMPANY. ANY DELAY OR INCONVENIENCE CAUSED TO CONTRACTOR BY THE PROTECTION OR RELOCATION OF VARIOUS UTILITIES SHALL BE INCIDENTAL, WITH NO ADDITIONAL COMPENSATION ALLOWED. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN AND MAKE VERIFIED BIDS. IF ANY DISCREPANCIES IN QUANTITIES ARE FOUND, CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD. 2. CONTRACTOR IS RESPONSIBLE FOR REPAIRS AND RESTORATION OF ANY PRIVATE OR PUBLIC PROPERTY AFFECTED BY CONSTRUCTION WORK. AT NO ADDITIONAL COST CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO PROPERTY TO A CONDITION EQUAL TO OR BETTER THAN EXISTING, ABOVE OR BELOW GROUND, THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY CONTRACTOR. CONTRACTOR SHALL UTILIZE A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE TO LOCATE AND FLAG ALL PROPERTY CORNERS THREE (3) TIMES, PRIOR TO CONSTRUCTION AND FINAL ENGINEERING INSPECTION AND CERTIFICATION. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO HAVE PROPERTY CORNERS THAT HAVE BEEN LOST DURING CONSTRUCTION REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE. ALL (P.R.M'S) IRONS AND MONUMENTS SHOWN ON THE PLANS OR FOUND WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PRESERVED AND PROTECTED. IF PROTECTED IRONS AND MONUMENTS ARE DESTROYED OR UNDER IMMEDIATE THREAT DURING CONSTRUCTION, ENGINEER OF RECORD SHALL BE NOTIFIED IMMEDIATELY. 3. CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS, REPORTS, AND PERMITS AT THE CONSTRUCTION SITE AT ALL TIMES. CONTRACTOR IS RESPONSIBLE FOR READING, UNDERSTANDING, AND OBTAINING CLARIFICATIONS FOR ALL DRAWINGS, REPORTS, PERMITS, AND APPROVAL CONDITIONS. CONTRACTOR IS ALSO RESPONSIBLE FOR COMPLYING WITH LOCAL AHJ REQUIREMENTS TO DEPICT, DOCUMENT, AND CERTIFY FIELD CHANGES MADE, AND AT OWNER'S OR ENGINEER'S REQUEST, CONTRACTOR SHALL PROVIDE APPROPRIATE DOCUMENTATION THAT ALL PERMIT REQUIREMENTS HAVE BEEN ADHERED TO. 4. CONTRACTOR SHALL FILE A NOTICE OF INTENT WITH APPLICABLE AHJ'S A MINIMUM OF 48 HOURS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 5. CONTRACTOR SHALL SOD ALL DISTURBED AREAS UNLESS OTHERWISE NOTED ON THE LANDSCAPE PLANS. SODDING INSTALLATION SHALL MEET OR EXCEED THE LANDSCAPE PLAN AND/OR AHJ SPECIFICATIONS. ALL SOD IS TO BE MAINTAINED AND IRRIGATED BY CONTRACTOR UNTIL DEEMED ACCEPTED BY OWNER, REGULATORY AGENCIES, AND ENGINEER OF RECORD. ANY WASHOUTS, REGRADING, RESODDING, VEGETATIVE RE-ESTABLISHMENT WORK, AND OTHER REQUIRED SITE STABILIZATION WILL BE PERFORMED AT NO ADDITIONAL COST BY CONTRACTOR UNTIL THE STABILIZED SITE IS ACCEPTED BY THESE PERSONNEL IN WRITING. 6. CONTRACTOR TO PROVIDE THE REQUIRED AND APPROPRIATE EROSION AND SEDIMENTATION CONTROL MEASURES FOR THE CONSTRUCTION SITE AND POINTS OF STORMWATER DISCHARGE DURING ALL CONSTRUCTION ACTIVITIES. EROSION AND SEDIMENTATION PROTECTIONS ARE TO BE MAINTAINED DURING THE CONSTRUCTION PERIOD UNTIL DISTURBED SOILS HAVE BEEN STABILIZED WITH GRASS, LANDSCAPING BEDS, OR SUITABLE PERMANENT EROSION PROTECTION TREATMENT. CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE WITH APPROVED STORMWATER POLLUTION PREVENTION AND EROSION CONTROL PLANS. 7. CONTRACTOR SHALL COMPLY WITH AND ENFORCE ALL WORK SITE SAFETY REGULATIONS AND BEST PRACTICES TO PROTECT THE PUBLIC AND CONSTRUCTION WORKERS DURING CONSTRUCTION AND MAINTENANCE OF THIS CONSTRUCTION SITE. THESE DRAWINGS DO NOT INCLUDE INSTRUCTIONS TO CONTRACTOR REGARDING SAFETY. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING INSTALLED. 9. CONTRACTOR SHALL MAINTAIN ANY REQUIRED ACCESS TO ADJACENT PROPERTIES. 10. OWNER SHALL ACQUIRE ALL TEMPORARY CONSTRUCTION EASEMENTS REQUIRED FOR PRIVATE WORK RELATED TO THE PROJECT. NO WORK WILL BE PERFORMED ON PRIVATE PROPERTY WITHOUT WRITTEN PERMISSION OF THE AFFECTED PROPERTY OWNER. 11. CONTRACTOR SHALL COORDINATE MOBILIZATION AND ALL CONSTRUCTION ACTIVITIES WITH OWNER. 12. CONSTRUCTION WORK AND UTILITY WORK OUTSIDE OF PROPERTY BOUNDARIES SHALL BE PERFORMED IN COOPERATION WITH, AND IN ACCORDANCE WITH, REGULATIONS AND WRITTEN PERMISSIONS OF THE AUTHORITIES CONCERNED. 13. SIGNS AND TRAFFIC CONTROL DEVICES TO FOLLOW THE GUIDELINES OF THE MUTCD AND/OR LOCAL AHJ. 14. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR ALL BUILDING DIMENSIONS. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND ENGINEER IN THE EVENT THERE ARE DISCREPANCIES DETERMINED BETWEEN PLANS. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A MAINTENANCE OF TRAFFIC CONTROL PLAN (TCP) IF REQUIRED FOR ANY '\.._ CONSTRUCTION ACTIVITIES LOCATED WITHIN PUBLIC RIGHT-OF-WAY. fslTE NOTES: 1. ASPHALT CONCRETE SURFACE AND BASE COURSE MATERIALS SHALL MEET OR EXCEED SPECIFICATIONS AS DETAILED IN THE PLANS, GEOTECH REPORT, OR AS SPECIFIED BY THE STATE OR LOCAL JURISDICTION, WHICHEVER IS MOST STRINGENT. 2. CONTRACTOR SHALL UTILIZE AN INDEPENDENT TESTING LABORATORY, SELECTED AND PAID FOR BY CONTRACTOR, AND APPROVED BY OWNER AND ENGINEER, TO PERFORM CONSTRUCTION TESTING OF SOIL COMPACTION, IN-PLACE ASPHALT COURSES, AND CONCRETE STRENGTH FOR COMPLIANCE WITH SPECIFICATIONS. REQUIREMENTS FOR THICKNESS AND SURFACE SMOOTHNESS AS SPECIFIED IN THE PLANS. 3. CURBS MUST BE CAULKED BEFORE BACKFILLING AND STREET PAVING ACCORDING TO AHJ SPECIFICATIONS. THAT ARE ACCEPTABLE TOTHEAHJ. 4. CONCRETE PIPE SHALL MEET LOCAL JURISDICTION OR DOT SPECIFICATIONS. NO DAMAGED OR REPAIRED PIPE IS ALLOWED. 5. CONCRETE PAVING AND STRUCTURES SHALL CONFORM TO PLANS AND LOCAL AHJ SPECIFICATIONS. DISCREPANCIES IN '\.._ SPECIFICATIONS SHALL BE RESOLVED BY USING THE MOST STRINGENT SPECIFICATIONS. /DEMOLITION NOTES: 1. CONTRACTOR SHALL COORDINATE WITH THE PROPER UTILITY COMPANIES FOR REMOVALS AND RELOCATIONS OF THE RESPECTIVE UTILITIES AS NOTED ON THE PLANS. CONTRACTOR SHALL VERIFY THAT ALL WORK COMPLETED BY UTILITY COMPANIES IS CONSISTENT WITH THE PLANS AND SHALL NOTIFY OWNER AND ENGINEER OF RECORD IF NOT. 2. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER DISPOSAL OF MATERIALS RESULTING FROM CONSTRUCTION, CONSISTENT WITH PLAN APPROVAL CONDITIONS, AND AS REQUIRED BY THE AHJ. CONTRACTOR SHALL DISPOSE OF ALL DEBRIS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. 3. CONTRACTOR SHALL ENSURE THAT UTILITY SERVICE LINES REQUIRED TO BE ACTIVE DURING CONSTRUCTION, ABOVE AND BELOW GROUND, ARE MAINTAINED AND OPERATIONAL THROUGHOUT THE DURATION OF CONSTRUCTION. 4. CONTRACTOR SHALL ENSURE THAT APPURTENANCES NOTED TO BE REMOVED, ARE REMOVED IN THEIR COMPLETENESS, UP TO AND INCLUDING THE ABOVE GROUND AND BELOW GROUND APPURTENANCES, POLES, STRUCTURES, BOXES, PIPING, ENCASEMENTS, OR WIRING AS DIRECTED ON THE PLANS. CONTRACTOR IS RESPONSIBLE FOR CLARIFYING LIMITS OF DEMOLITION WITH OWNER AND ENGINEER OF RECORD. 5. CONTRACTOR SHALL BACKFILL EXCAVATIONS RESULTING FROM DEMOLITION WORK THAT MEETS OR EXCEEDS THE REQUIREMENTS FOR FILL OUTLINED IN THE PROJECT GEOTECHNICAL REPORT. 6. CONTRACTOR SHALL OBTAIN ALL PERMITS FOR PROPER REMOVAL AND ABATEMENT OF ASBESTOS AND ALL OTHER HAZARDOUS MATERIALS. CONTRACTOR SHALL REMOVE, ABATE, AND DISPOSE OF ALL HAZARDOUS MATERIALS IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS. 1) /pAVING, GRADING AND DRAINAGE NOTES: 1. THE CONSTRUCTION AREA SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL AND ORGANIC MATTER FROM AREAS TO BE OCCUPIED BY BUILDING AND PAVEMENT. TOPSOIL FOR REPLACEMENT ON SLOPES MAY BE STOCKPILED ON SITE WITH APPLICATION OF REQUIRED EROSION CONTROLS. 2. AREAS TO RECEIVE FILL SHALL BE SCARIFIED AND THE TOP 8 INCH DEPTH COMPACTED TO 95% STANDARD PROCTOR OF THE MAXIMUM LABORATORY DENSITY OR IN ACCORDANCE WITH GEOTECH REPORT. UNSUITABLE AREAS SHALL BE UNDERCUT AND REPLACED WITH SUITABLE MATERIAL BEFORE FILL MATERIAL CAN BE APPLIED. IN AREAS OF EXCAVATION, IF UNSUITABLE SOILS ARE ENCOUNTERED, A QUALIFIED GEOTECHNICAL ENGINEER SHALL RECOMMEND TO OWNER AND CONTRACTOR ON THE METHODS OF UNDERCUTTING AND REPLACEMENT OF PROPERLY COMPACTED, APPROVED FILL MATERIAL. PROOF-ROLLING AND UNDERCUTTING SHALL BE PERFORMED DURING A SUFFICIENT DURATION OF DRY WEATHER. 3. OFF-SITE FILL MATERIAL SHALL BE SUITABLE AND MEET OR EXCEED THE REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT AND SHALL BE FREE FROM UNSUITABLE MATERIAL. 4. AREAS THAT ARE CUT TO SUBGRADE LEVELS SHALL BE PROOF-ROLLED TO DETECT UNSUITABLE SOILS. CUT AREAS ARE TO BE SCARIFIED AND RECOMPACTED TO 95% STANDARD PROCTOR AND TESTED BY A GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF BASE MATERIAL. 5. CONTRACTOR SHALL TEMPORARILY STABILIZE GRADED AND OTHERWISE DISTURBED AREAS WITHIN 15 DAYS, OR WITHIN TIMEFRAMES SET BY THE AHJ, WHICHEVER IS MORE STRINGENT, AFTER GRADING OR DISTURBANCE ACTIVITY HAS CEASED IN THAT AREA. 6. STORM SEWER PIPE CONNECTIONS TO STRUCTURES SHALL BE GROUTED TO ENSURE ALL CONNECTIONS AT STRUCTURES ARE WATER TIGHT. 7. SOIL STOCK PILES OF IMPORTED FILL SHALL BE LIMITED TO 10-FOOT VERTICAL HEIGHT UNLESS APPROVED BY ENGINEER OF RECORD CONTRACTOR SHALL PROVIDE A REQUEST FOR SUCH STOCK PILES WITH INFORMATION DEMONSTRATING PROPOSED SLOPE STABILITY, ADEQUATE EROSION CONTROLS, AND DRAINAGE CONTROLS. B. CONTRACTOR SHALL PLACE EXPANSION JOINTS BETWEEN CONCRETE PAVING TRANSITIONS. 9. CONTRACTOR TO PROVIDE 45 " CHAMFERED SHAPE AT CORNERS OF CONCRETE PAVING TO INCLUDE CONTROL JOINTS AT TRANSITIONS TO ABUTTING PAVEMENTS, UNLESS OTHERWISE SPECIFIED ON PLAN DETAILS-SEE DETAILS. 10. CONTRACTOR SHALL SUBMIT FOR APPROVAL TO ENGINEER OF RECORD, SHOP DRAWINGS ON ALL PROPOSED PRECAST AND MANUFACTURED STRUCTURES. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY CONTRACTOR SIGNATURE PRIOR TO SUBMITTAL TO ENGINEER OF RECORD. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 11. PROPOSED DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC-RATED FOR H-20 LOADINGS. 12. PIPE LENGTHS SHOWN ARE THE MINIMUM REQUIRED TO THE INSIDE FACE OF THE DRAINAGE STRUCTURE OR END OF MITERED END SECTION. 13. CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. CONTRACTOR SHALL FLUSH EXISTING AND PROPOSED ONSITE STORM DRAIN PIPES AND STRUCTURES WITHIN WORK AREAS AS NEEDED DURING CONSTRUCTION TO PREVENT DEBRIS ACCUMULATION AND BLOCKAGE. DRAINAGE INFRASTRUCTURE IS TO BE CLEAR OF DEBRIS PRIOR TO CONTRACTOR'S REQUEST FOR ENGINEER'S FINAL INSPECTION. DEBRIS FROM FLUSHING IS TO BE CAPTURED, COLLECTED, AND REMOVED FROM SITE TO BE DISPOSED IN A PERMITTED AND APPROVED LOCATION. CONTRACTOR SHALL PUMP DRAINAGE SYSTEM DRY FOR FINAL INSPECTION ACCORDING TO AHJ REQUIREMENTS. 14. CONSTRUCTION SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (ADA) OR THE ARCHITECTURAL BARRIERS ACT (ABA) AS APPLICABLE TO THE PROJECT. HANDICAP ACCESSIBLE SIDEWALK RAMPS SHALL BE CONSTRUCTED PER PLAN AND LOCAL AHJ STANDARDS. 15. DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, AS DIRECTED BY ENGINEER OF RECORD, OR AS DESCRIBED BY THE PROJECT SOIL TESTING COMPANY, WITH OWNER APPROVAL. DELETERIOUS MATERIAL IS TO BE REMOVED FROM THE SITE TO A PERMITTED AND APPROVED LOCATION, AND SUCH EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS. 16. CONTRACTOR IS TO PROVIDE A½" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE TO ANY BUILDING, STRUCTURE, OR UTILITY SERVICE PAD. 17. GREEN OPEN SPACE ELEVATIONS SHOWN ARE TO TOP OF SOD WITH ASSUMED 2" SOD THICKNESS. CONTRACTOR IS THEREFORE TO PREPARE SODDED AREAS TO A GRADE 2" BELOW OVERLAND FINISHED GRADES AND 2" BELOW ABUTTING PAVEMENT AND CURBING EDGES BEFORE LAYING SOD, OR INSTALLING LANDSCAPED MULCH BEDS. ALL AREAS TO BE GRADED AND SODDED MUST DRAIN WITHOUT ANY PONDING. CONTRACTOR WILL BE REQUIRED TO REGRADE AND RESOD ANY AREAS WHICH ARE PONDING OR DO NOT ACHIEVE POSITIVE DRAINAGE. 18. CONTRACTOR IS REQUIRED TO ADJUST SURFACE COVERS (VALVE COVERS, HANDHOLE BOXES, METER PITS, MANHOLE RIMS, ETC.) AS NECESSARY TO MATCH FINISHED GRADE SMOOTH IN LINE AND GRADE. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND LOCAL AHJ REQUIREMENTS. 19. BACKFILL MATERIAL SHALL BE COMPACTED TO THE PLANS AND PROJECT GEOTECHNICAL SPECIFICATIONS AROUND PIPES IN 6" LIFTS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP AND ONE FOOT BELOW BOTTOM OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE FILLED IN 12" MAXIMUM LIFTS AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99, MODIFIED PROCTOR. OTHER AREAS TO BE FILLED SHALL ADHERE TO GEOTECHNICAL REQUIREMENTS ON IMPORTED FILL. 20. DRAINAGE AND UTILITY LINE CLEAN OUT ACCESS PORTS IN HARDSCAPE AREAS SHALL HAVE HEAVY DUTY ADA-COMPLIANT RIMS, LIDS, AND COVERS SET FLUSH WITH ADJACENT GRADES; LIDS IN NON-HARDSCAPE LANDSCAPED AREAS SHALL BE PLACED IN A 2'X2' SQUARE 4~ THK. CONCRETE PAD. 21. CONTRACTOR SHALL COMPACT PERIMETER BERMS AND POND EMBANKMENTS THAT WILL SUPPORT STRUCTURES TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY (MODIFIED PROCTOR) UNLESS OTHERWISE SPECIFIED BY ARCHITECT OR GEOTECHNICAL ENGINEER. FOR ALL OTHER AREAS, CONTRACTOR SHALL COMPACT BERMS AND EMBANKMENTS TO 90 PERCENT OF MAXIMUM DRY DENSITY (MODIFIED PROCTOR) IN ACCORDANCE WITH ASTM D1557. CONTRACTOR SHALL PROVIDE SIGNED AND SEALED GEOTECHNICAL TEST REPORTS CERTIFYING THAT PLACED EMBANKMENTS ARE COMPACTED TO THE FULL DEPTH OF FILL. 22. SIGNAGE AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE PLANS, THE FHWA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, OR MUTCD OF THE AHJ AS APPLICABLE. ONSITE PAVEMENT MARKINGS SHALL BE PERMANENT REFLECTIVE TRAFFIC PAINT MEETING PROJECT SPECIFICATIONS AND LOCAL AHJ REQUIREMENTS UNLESS OTHERWISE NOTED. HANDICAP ACCESSIBLE REQUIREMENTS FOR SIGNAGE AND STRIPING WILL BE PER THE LATEST ADNABA CRITERIA USING THE APPROPRIATE TRAFFIC PAINT COLORS. iUTILITY NOTES: 1. UNLESS OTHERWISE NOTED, UTILITY RELATED CONSTRUCTION, MATERIALS, TESTING AND RECORD KEEPING SHALL CONFORM TO ALL APPLICABLE AHJ STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR IS TO CONTACT THE UTILITY COMPANY AND ENGINEER OF RECORD TO ARRANGE AND SCHEDULE A PRECONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION. 3. FOR GRAPHIC CLARITY, NOT ALL FITTINGS ARE DEPICTED ON THE PLANS. THE UTILITY LINE ALIGNMENTS AND CONFIGURATIONS ARE SHOWN FOR LOCATION AND SIZE. PROPOSED WATERMAIN AND SEWER FORCEMAIN FITTINGS ARE SHOWN AT SIGNIFICANT BENDS IN MAINS. ADDITIONAL FITTINGS MAY BE REQUIRED TO BEND MAINS AS SHOWN. ADDITIONAL FITTINGS SHALL BE CONSIDERED INCIDENTAL TO THE COST OF THE INSTALLATION OF MAINS AND NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL FITTINGS. CONTRACTOR MAY DEFLECT PROPOSED MAINS TO ROUTE PIPES AS SHOWN, HOWEVER NO DEFLECTIONS SHALL EXCEED THE ALLOWABLE DEFLECTION LIMITS SET FORTH BY PIPE MANUFACTURERS. 4. UTILITY PIPE LENGTHS, NOT DRAINAGE, ARE APPROXIMATE AND ARE MEASURED CENTER TO CENTER. 5. CLEAN-OUTS AND VALVE COVERS SHALL BE OF HEAVY DUTY TYPE CASTINGS AND CONSTRUCTION WHEN LOCATED IN PAVEMENTS SET IN A CONCRETE PAD OR COLLAR COVERS SHALL BE SET FLUSH WITH SURROUNDING PAD OR COLLAR, AND PAD OR COLLAR SET FLUSH WITH FINISHED GRADE. 6. SHOP DRAWINGS FOR WATER AND SEWER SYSTEM MATERIALS AND STRUCTURES ARE REQUIRED. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ENGINEER OF RECORD FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT CONTRACTOR'S EXPENSE. 7. IF CONTRACTOR CHOOSES TO IMPLEMENT APPURTENANCES OR TECHNIQUES SUCH AS TRENCH BOXES, SHEET PILING, DEWATERING, FLATTEN TRENCH SLOPES, ETC. TO FACILITATE CONSTRUCTION, THESE ITEMS SHALL BE INCORPORATED INTO THE BASE BID COST FOR EACH ITEM SUCH THAT NO ADDITIONAL COMPENSATION WILL BE PAID BY OWNER. 8. CONTRACTOR IS REQUIRED TO ADJUST EXISTING AND PROPOSED VALVE BOXES, MANHOLE RIMS, ETC. AS NECESSARY TO MATCH FINISHED GRADES. ADJUSTMENTS SHALL BE MADE IN ACCORDANCE WITH THE PLANS AND AHJ SPECIFICATIONS. 9. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, ATTACH PIPE TO, CONNECT HOSE TO, OR TAP WATER SUPPLIES FOR CONSTRUCTION UNLESS DULY AUTHORIZED TO DO SO BY TI-IE AHJ AND WITH WRITTEN PERMISSION FROM THE WATER SUPPLY OWNER CONTRACTOR IS RESPONSIBLE AND LIABLE FOR ALL ADVERSE CONSEQUENCES OF SCHEDULED OR UNSCHEDULED DISRUPTIONS OF WATER SERVICE TO THE PUBLIC, OR TO PRIVATE WATER SUPPLY OWNERS. HFA AND OWNER ARE TO BE HELD HARMLESS. 10. CONTRACTOR SHALL COMPLY WITH OSHA REQUIREMENTS FOR ALL TRENCHING, BACKFILLING AND PIPE LAYING. 11. CONTRACTOR SHALL ENSURE THAT CONSTRUCTED UTILITIES ARE VERIFIED INSTALLED, INSPECTED, AND TESTED PER AHJ REQUIREMENTS. 12. CONTRACTOR SHALL MAINTAIN MINIMUM HORIZONTAL AND VERTICAL SEPARATIONS BETWEEN WATER, SEWER, DRAINAGE, ELECTRICAL, GAS, CONDUITS, WIRES AND ANY OTHER UNDERGROUND UTILITIES AS DEPICTED IN PLANS OR DISCOVERED, PER UTILITY OWNER AND AHJ REQUIREMENTS. 13. CONTRACTOR SHALL COORDINATE LOCATION AND MARKING OF EXISTING WIRES AND CONDUITS WITH UTILITY PROVIDERS AND SHALL COORDINATE CONSTRUCTION OF PROPOSED WIRES AND CONDUITS. 14. WATERMAIN AND SEWER FORCEMAIN BENDS AND FITTINGS SHALL BE CONSTRUCTED WITH RESTRAINED JOINTS, THRUST BLOCKING, OR APPROVED EQUAL PER AHJ SPECIFICATIONS. 15. EACH GOVERNING AHJ SHALL BE NOTIFIED NO LESS THAN 48 HOURS PRIOR TO THE INSTALLATION OF PUBLIC UTILITIES, INFRASTRUCTURE, ROADWAY, ETC. TESTING SHALL BE COORDINATED BY CONTRACTOR WITH THE AHJ, AND CONTRACTOR SHALL NOTIFY ENGINEER OF RECORD OF UTILITY ACCEPTANCES BY AHJ. 16. CONTRACTOR SHALL INSTALL OVERHEAD UTILITIES TO MEET OR EXCEED REQUIRED AHJ CLEARANCE HEIGHTS ABOVE FINISHED GRADE. IF CONSTRUCTED CLEARANCE IS LESS THAN 16.5', OR LESS THAN REQUIRED AHJ CLEARANCE, CONTRACTOR SHALL CONTACT UTILITY, OWNER, AND ENGINEER OF RECORD. HFA IS NOT RESPONSIBLE FOR ANY DAMAGE TO OVERHEAD UTILITIES. 17. CONTRACTOR IS RESPONSIBLE FOR UTILITY COORDINATION, NOTIFICATION, AND SCHEDULING OF ALL PARTIES FOR CONSTRUCTION, TESTING, INSPECTION, AND CERTIFICATION. 18. CONTRACTOR SHALL NOTIFY AND DOCUMENT NOTIFICATION TO UTILITY OWNERS AND AGENCIES NOT LESS THAN (2) FULL BUSINESS DAYS IN ADVANCE OF THE BEGINNING OF CONSTRUCTION. UTILITY OWNERS AND AGENCIES ARE LISTED ON THE COVER SHEET. NOTICE OF INTENT TO START CONSTRUCTION SHALL ALSO BE SENT TO ALL AVAILABLE INTER-AGENCY NOTIFICATION SYSTEMS THAT MAY EXIST, SUCH AS 811 ONE-CALL, MISS UTILITY, DIG SAFE, ETC. HFA AND OWNER ARE NOT RESPONSIBLE FOR DAMAGE TO \,_":;;;;U;;N;;D;;E;;R;;G;;RO;;U;;N;;D;;U;;T;;IL;;IT;;IE;;S;;. ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;:.~, l'i::ROSION CONTROL NOTES: 1. WASH WATER FROM CLEANING CONCRETE TRUCKS, CONSTRUCTION VEHICLES, CONSTRUCTION EQUIPMENT, ETC. SHALL BE COLLECTED, DETAINED, AND PROPERLY TREATED OR DISPOSED ACCORDING TO AHJ DETAILS AND SPECIFICATIONS. 2. CONTRACTOR SHALL DEFINE AND DEPICT PLAN SHEET LAYOUTS OF ONSITE AND OFFSITE AREAS FOR THE TEMPORARY PARKING AND STORAGE AREAS, EQUIPMENT FUELING, MAINTENANCE. AND CLEANING AREAS, AND AREAS FOR PORTABLE FACILITIES, OFFICE TRAILERS. AND TOILET FACILITIES. 3. CONTRACTOR WILL IMPLEMENT BEST MANAGEMENT PRACTICES AS REQUIRED BY THE SWPPP. ADDITIONAL BMPS SHALL BE IMPLEMENTED AS NECESSARY TO MAINTAIN AHJ STANDARDS FOR STORMWATER RUNOFF AS THE PROJECT PROGRESSES AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 4. CONTRACTOR SHALL INSPECT, REPAIR, ADJUST, AND ADD EROSION CONTROL MEASURES THROUGHOUT CONSTRUCTION AS NECESSARY TO MAINTAIN EFFECTIVE EROSION CONTROLS FOR ALL POINTS OF DISCHARGE 5. CONTRACTOR SHALL VERIFY TEMPORARY STABILIZATIONS ARE EFFECTIVE AT THE END OF EACH WORKING DAY. THIS INCLUDES MAINTENANCE AND REPAIR OF PERIMETER CONTROLS, BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 6. WHEN TEMPORARILY STABILIZATION IS REQUIRED, AFTER 15-DAYS OF INACTIVITY, AND WHEN TRANSITIONING TO PERMANENT STABILIZATION, CONTRACTOR SHALL PROVIDE COMPLETE AND UNIFORM STABILIZATION COVERAGE THAT MINIMIZES EROSION AND SEDIMENT-LADEN RUNOFF ACCORDING TO THE FOLLOWING, OR AS SPECIFIED BY THE AHJ: A ZERO TO 10% SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF SEEDING AND MULCHING. PERMANENT STABILIZATION IS WITH SOD. B. 10:1 UP TO 4:1 SLOPES: TEMPORARY RE-VEGETATION SHALL BE A MINIMUM OF HYDRO-SEEDING WITH MULCH AND FERTILIZER, SOD, OR GROUNDCOVER. PERMANENT STABILIZATION IS WITH SOD. C. 4:1 TO 3:1 GRADE: THE TEMPORARY SLOPE SHALL BE COVERED WITH LANDSCAPE FABRIC AND HYDRO-SEEDED WITH MULCH AND FERTILIZER. PERMANENT STABILIZATION IS WITH STAKED SOD, OR GROUNDCOVER PLANTINGS IN ACCORDANCE WITH THE LANDSCAPING PLAN. D. GREATER THAN 3:1 GRADE: ANY TEMPORARY GRADES GREATER THAN 3:1 SHOULD NOT BE LEFT DENUDED OR UNSTABILIZED FOR MORE THAN 15 DAYS, SHOULD BE INSTEAD BROUGHT TO FINISHED GRADE WITH COMPACTION AS EARLY AS FEASIBLE, AND STABILIZED WITH ONE OF FOLLOWING, AS APPROVED BY ENGINEER OF RECORD: 1. TURF REINFORCEMENT MATTING; CRIBBING WITH LANDSCAPE FABRIC; TERRACING WITH GROUNDCOVER; RIPRAP; STAKED SOD (UP TO 2:1 SLOPE). IF CRIBBING, TERRACING, OR RIPRAP IS USED, THE SLOPE'S STABILITY AND RESISTANCE TO EROSION MUST BE EQUIVALENT TO OR BETTER THAN ITS PREDEVELOPMENT STATE. 2. RETAINING WALL PER APPROVED PLANS. 7. CONTRACTOR IS RESPONSIBLE FOR DUST CONTROL WHERE DRY CONDITIONS GENERATE NUISANCE AIRBORNE DUST TRANSPORTING OFF THE SITE. IN SUCH CONDITIONS, CONTRACTOR SHALL DEVELOP A PLAN FOR SPRAYING WATER AS DUST CONTROL OR EMPLOY OTHER METHODS CONSISTENT WITH THE SWPPP. 8. A STABILIZED STONE CONSTRUCTION ENTRANCE/EXIT IS REQUIRED ON CONSTRUCTION SITES. EACH CONSTRUCTION ENTRANCE/EXIT MUST BE ACCORDING TO AHJ DETAILS AND SPECIFICATIONS, ORAT LEAST 20' WIDE BY 50' LONG BY 6" THICK LAYER OF STONE (MINIMUM AVERAGE STONE DIAMETER OF 3") STABILIZED BY HEAVY DUTY GEOTEXTILE FABRIC UNDERLAYMENT. IF THE TEMPORARY CONSTRUCTION ENTRANCE/EXIT IS AT AN EXISTING CURB, TEMPORARY WOODEN RAMPS ARE ACCEPTABLE, BUT LOOSE MATERIAL SUCH AS FILL DIRT OR GRAVEL SHALL NOT BE USED TO RAMP UP FROM THE STREET. 9. CONTRACTOR IS RESPONSIBLE FOR MINIMIZING DEBRIS, MUD AND SOIL IN THE PUBLIC WAY AND SHALL IMMEDIATELY CLEAN SUCH DEBRIS TRACKED ONTO PUBLIC STREETS FROM THE CONSTRUCTION SITE VIA SWEEPING OR OTHER METHODS OF PHYSICAL REMOVAL. DEBRIS, MUD, OR SOIL IN THE STREET MAY NOT BE WASHED OFF THE STREET OR WASHED INTO THE STORM DRAINAGE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR PROlECTING STORM DRAINAGE SYSTEMS DOWNSTREAM OF A DEVELOPMENT SITE FROM DEBRIS, MUD, OR SOIL USING ADDITIONAL INLET PROTECTION METHODS AT INLETS RECEIVING DIRECT RUNOFF, IF NOT DEPICTED ON THE PLANS. 10. THE PROPERTY OWNER OR CONTRACTOR ONSITE WILL BE RESPONSIBLE FOR RESTORING EROSION AND SEDIMENT CONTROL SYSTEMS AND PUBLIC INFRASTRUCTURE DAMAGED OR DISTURBED BY UNDERGROUND PRIVATE OR FRANCHISE UTILITY CONSTRUCTION SUCH AS WATER AND SEWER SERVICE LEADS AND STUBS, TELEPHONE, GAS, CABLE, ETC. EROSION AND SEDIMENT CONTROL SYSTEMS MUST BE IMMEDIATELY RESTORED AFTER EACH UTILITY CONSTRUCTION. 11. CONTRACTOR IS RESPONSIBLE FOR KEEPING WEATHER, INSPECTION, AND REPAIR RECORDS OF EROSION CONTROLS ONSITE AT \.._ ALL TIMES TO COMPLY WITH NOTICES OF INTENT (NOIS) AND SWPPP REQUIREMENTS THROUGHOUT CONSTRUCTION. HFA HFA-AE, LTD_ 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u..o:!.;;! ~ Uf~ ~~< )-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 10110/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11111/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY GENERAL NOTES I SHEETC1 .1 I I I I I I I N/F I CORTE, CAVEn-.11TCHELLi1 LL C PARCEU 46-02-03-0-0oo-po4.168 LOT1 I I I I I I I I I I I rnc,,s,,,_/ IIW·11170' N90'00'00"W3.08'(R) N!;17"35'43"W3.16'(M) G) b I I I I I I "' I \ I \ ;11 j 11 11 II II II II II II II I ~ /11 -1 i II /~ II I ~ / ~~ 11 / ~ ~ II I i ~ II /' :i: a. ,I I I ,,, ~ i ~ ~ )I ~/ II T II / II / II 1 II II II I I I SITE BM #2-$- I I I I I • N 20 15 10 5 0 10 20 30 40 ~ I I I I SCALE: 1 inch = 20 ft. PROPOSED LEGEND PROPERTY LINE LIMIT OF WORKFLIMIT OF DISTURBANCE PROTECT EXISTING OPEN GRATE DRAINAGE STRUCTURES. PROVIDE EROSION EELS AROUND STRUCTURES. --TPF---­ SHEET NOTES TREE PROTECTION BOUNDARY 1. REFER TO EROSION CONTROL DETAILS. 2. DUST CONTROL IS TO BE MAINTAINED AT INGRESS/EGRESS TO THE SITE DURING THE LENGTH OF THE PROJECT. 3. TOTAL LIMIT OF DISTURBANCE IS 45,094 SF (1.03AC). 4. REFER TO EROSION CONTROL PLAN AND LANDSCAPE DETAILS FOR TREE PROTECTION MEASURES. EXISTING LEGEND ---x ----x----x--- ---w ----w ----w--- -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT -CAS ----CAS -BT ----BT ---BTV ----BTV--- ---G ----G ----G ----OE ----OE • PROPERTY LINE/R.O.W. LOT LINE EASEMENT UNE WATERMA IN FORCEMAI N REUSEWATEAMAIN SANITARY ~R STORM PIPE BURIED ELECTRIC BURIED Fl6ER BURIED TELE.PHONE BURIED CA$1PfiG.'CONOUIT BURIED TV BURIED CA8LE BURIED GAS OVERHEAD BJECTRIC STORM ST RUCTVRE SANITARY MANHOI.E SANITARY Cl.EANOU"T FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA47715 800-867-8783X201 DATED: JULY 17, 2025 HFA HFA-AE, LTD. 1705 S. W1.ltonBlvd., Suit.c 3 Bentonville, Arkansas 72712 t479.273.7780 £888.520.9685 www.hfa-ac.com ~ Ii!~ ! 00 I ~ Ufi " ~i;i: ~ ~ ~:;! 8~ I ~ ~5 -~g ~ u ~~ ' o' ~ ~ !~ 8~ <..i ...I ...I UJ (/) UJ z IL § in~ IL 0 o::>-w (.) o~~ ~ Igw UJ ~"Cll. ~o [l'.'. UJ«I al o::~o: r---al I it • ~ . ISSUE BLOCK I,\ TITLE DATE ; ! I~ ~' <~ ~~ ~I is i ; ffi .. :; "' z 3 0: .. OTP 10(10/2025 /1\ PAVE 11,05/2025 /2\ PAVE 11{11/2025 1/,\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY EXISTING CONDITIONS AND DEMO PLAN I SHEETC2.0 ✓~~~~g~:,· 15"RCP D I I I I I I I I I I I I I I I I I // II I // ,:Y \\ \ "' I I = : 8''\\ rnc,,.,,,_/ IIW·11170' I )I I EROSION EELS AS SHOWN : /I : M /I - I G'J/ -7=-~~ I -- 1 I _fi I TOC11719' ~SITEBM#1 1 ~~::::~: ~ INVN: 113'2:T' G) b I I I I I I I I I I I I i I SITEBM#2 ~ • N 10 I SCALE: 1 inch = 20 ft. PROPOSED LEGEND PROPERTY LINE SF 6~~C~/:i~~NG OPEN GRATE EROSION EELS A~~URES. PROVIDE SILT FENCE UNO STRUCTURES. ·····················••1 STABILIZED LANDSCAPE AREAS .... FLOW ARROW SHEET NOTES EXISTING LEGEND ::~:~:TY LINE/R.O.W. --=~ ----x ----x--- _;~ -=V:__:;~-w--- EASEMENT LINE FENCE WATERMAIN FORCEMAIN -NPW ----NPW--- -SAN ----SAN-- -STS ----STS--= -B~i~ --BE -BT -- --BFOC ----BT -CAS ----GAS --~~ ----BT ---G ----BTV-- -~;-=~-=~;-G • REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE :~:::~ ~ING/CONDUIT BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN HFA HFA-AE' LTD. ~7::~:~t::d., Suik 3 t479.273_7;80 sas72712 £888.520.9685 www.hfa-ac.com r n <..i j N a al "' B ~ ~ ~ z ~ I, I I EROSION CONTROL PLAN C3.0 N/F CORTE, CAVEn-.llTCHELL 1 LL C PARCEU 46-02-03-0-000-004.168 G) b URB RADIUS. TIE INTO EXISTING SITE DATA OVERALL SITE DATA SITE AREA (AC) BULDING GFA (SF ZON ING USE OVERLAY DISTRICT MN. LOT WOTH ir MIN. LOT DEPTH (FT) MN, LOT COVERAGE ISF II/AX. M'ERVKJUS CO'kRAGE FLOOR AREA RATO (UNO BULDNG HEIGHT IFT SETBACKS FRONT(FT) S IDE INTEROR re SOE CORNER 1"1 S IDE REAR IFT PARKNGIFT BUFFERS LANOSCAPE DRIVE THRU STl'GK SCREENING /\I.ONG PROPERTY LMS ONSITE McP EOUIPMcNT I TRASH ENCLOSURE/ACCESSORY USE DRIVE THRU ST ACK.ING STl'GKING SPACE SIZE (FT x e 1 STACKING CUE LENGTH (SPACES) I FAC L ITY N3RESSIEGRESS LOCATION WITHN SITE PARKING I TOT/II. SPACES (EA CALCUI.AIDN: DRIVE AJSLE WOTH AT STALLS (FT STALL ANGLE -90 DEGREE IDEG STALL ANGLE • 60 DEGREE (DEG / PARKING STALL DM:NSIONS (FT x FT) II W HEELSTOP/SPAC ING PROVISIONS; I LOAOtlG SPl'GE ~ BICYCLE PARKING BICYCLE PARKNS CALC TOTAL SPACES (EA) f' SIGN.AGE S00"1538"W4500 ______c:: S00'0135"W4536 SIGNAGE REQ UIREMcNTS I I -=-~i ~ I ' /' I :~ :~ : ;; ~ / " "~,,S~" " I TOC,110~ \ I INV:108.59 \ \ ~ \ -285 LF MULTI-USE PATH (SIDEWALK). REFER TO SIDEWALK DETAIL FOR INSTALLATION. PROVIDE 4" DASHED PAINTED YELLOW STRIPING ON CENTER, AS SHOWN. S RMOPLASTIC ARROW AND TEXT \ ·=t :~) TIC LINE TO DELINEATE OM BY-PASS LANE t~~ \ I I I '. ~ ~ rrrs;;PE SETBACK LINE I ••••••• -:i I '.: :1~: '.'. ~~ :i::: i! I •••• I LASTIC SINGLE BLUE SOLID LINE 4" AT 45 DEG. AT2'-0' O.C. I / SITEBM#2~ REQUIRED PROVOED 1.01 4 44,168 GENERAL BUSINESS IB-2I GENERAL BUSINESS IB-2I SER\/1CE·RESTAURANT NONE NONE NIA NIA NIA NIA NIA NIA NONE 58% NIA NIA 3011/AX. 20 REQUIRED PROVOED 20 84 0 67 0 69 0 117 10 10 REQUIRED PROVIJED 10 10 NIA NIA REOUIRED PROVIJED NOne NOne NIA NIA YES YES REQUIRED PRQVOED None 10x20 None 7(Mn.l Per code Per code Per code Per code REQUIRED PROVIJED 5 9 1 oer 100 SF P'Js 1 1 oer 100 SF olus 1 14 14 NIA NIA 1 O x 20 wi1h slops 10 x 20 wi1h slops 10x20 10x20 Per code Per code YES(12'.x55') YES(12'.x55') REQUIRED PRQVOED Per code Per ccxle X X REQUIRED PRQVOED Per code Per code " • N 20 15 10 5 0 10 20 30 40 u-v-I I I I SCALE: 1 inch = 20 ft. PROPOSED LEGEND -STOP [,] ... @]~~o ltllill SHEET NOTES 1. REFER TO SITE DETAILS. PROPERTY LINE EASEMENTS -SEE SURVEY PLAN SHEET PROPOSED 6' CONCRETE CURB (SEE NOTES) BUILDING OVERHANG ADA PAVEMENT MARKINGS (SEE NOTES) PARKING COUNT BOLLARD WHEEL STOP PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED PASS THRU PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED SEWER CLEANOUT STRUCTURES (SEE UTILITY PLAN) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) BIODEGRADABLE ROLLED EROSION CONTROL SOIL STABILIZATION PRODUCT. 2. REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3. REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4. REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5. REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6 REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. EXISTING LEGEND -x ----x ----x--- ---W ----W ----W--- -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT -GAS ----GAS -BT ----BT ---BTV ----BTV--- -G ----G ----G ----OE ----OE PROPERTY Lll',IE/R.O.W. EASEMENT Lll',IE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING'CONDUIT BURIEDN BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u..o:!.;;! ~ Uf~ ~~< >-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 10/10/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY SITE PLAN I SHEETC4.0 TOC:117.19' INVW:113.25' INVN:113.15' INVN:113.27' ------------------------------------------------------N OO'OC'OO"W25:l.B<~R) N W •~1:l"W2o:l.7:Z'(M) oo,,,_,._,, !~ JUNCTION BOX TOC:118.10' INV:109.46' ' /' ~ / " 8~" " I TOC,110~ \ I INV:108.59 \ \ ~ \ I \ I I I \ 1 I I \ \ I I I I I I I I I I I I I I I I I / SITE BM #2-$- • N 20 15 10 5 0 10 20 30 40 u-v-I I I I SCALE: 1 inch = 20 ft. PROPOSED LEGEND -STOP [,] ... SHEET NOTES 1. REFER TO SITE DETAILS. PROPERTY LINE EASEMENTS -SEE SURVEY PLAN SHEET PROPOSED 6' CONCRETE CURB (SEE NOTES) BUILDING OVERHANG ADA PAVEMENT MARKINGS (SEE NOTES) PARKING COUNT BOLLARD WHEEL STOP PROPOSED MUTCD SIGNAGE (SEE NOTES) PROPOSED PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED PASS THRU PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED STOP BAR LINE PAVEMENT MARKINGS (SEE PAVING PLAN AND PLAN NOTES) PROPOSED SEWER CLEANOUT STRUCTURES {SEE UTILITY PLAN) GREASE TRAP STRUCTURES (SEE MEP PLUMBING DETAILS) APPROXIMATE PROPOSED SITE LIGHT POLE LOCATIONS (SEE ELECTRICAL PLANS) MISC. PROPOSED DRAINAGE STRUCTURES (SEE GRADING/DRAINAGE PLANS) WATER SERVICE STRUCTURES (SEE UTILITY PLAN) PROPOSED STANDARD DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED HEAVY DUTY ASPHALT CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED STANDARD DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED HEAVY DUTY CONCRETE PAVEMENT (SEE SITE DETAILS) PROPOSED CONCRETE SIDEWALK PAVEMENT (SEE SITE DETAILS) LANDSCAPE AREA (SEE LANDSCAPE PLAN) 2. REFER TO PAVING PLAN FOR SITE LAYOUT AND DIMENSIONS. 3. REFER TO SITE LIGHTING PLAN FOR ADDITIONAL INFORMATION ON LIGHTING AND TRANSFORMER PAD DETAIL. 4. REFER TO ARCHITECTURAL PLANS FOR TRASH ENCLOSURE DETAILS. 5. REFER TO GRADING PLAN FOR ADDITIONAL DRAINAGE DETAIL. 6. REFER TO LANDSCAPE PLAN FOR ADDITIONAL DETAIL. 7 REFER TO ARCHITECTURAL PLANS FOR DETAILS ON WAYFINDING SIGNAGE. EXISTING LEGEND -x ----x----x--- ---w ----w ----w--- -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT -CAS ----CAS -BT ----BT ---BTV ----BTV--- ---G ----G ----G ----OE ----OE • PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA47715 800-867-8783X201 DATED: JULY 17, 2025 HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com ~ 1~,; 00 u..o:!.;;! ~ ~ Uf~ " ~~< >-~ ~:'" !~ ~ ~~ ~~ ~ ,' HU ~ <..i ...I ...I UJ (/) UJ z IL § in~ IL 0 O::t)~ (.) o~~ ~ I :;;'4: ~~~ UJ ~a a:'. UJ <( I cc ~i~ ,-.. B ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 10/10/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 l/3\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY PAVING PLAN I SHEETC5.0 ' \ II II J __J I E 0 , / 6"HDPEL=135S= DS 06 MITE D WITH SCREEN INV(W)-11300 POND2 BOT•11280 20 15 10 5 0 10 20 u-c-I I SCALE: 1 inch = 20 ft. INV=113.5B WYE INV=113.48 ~ HDPE L=15.8 S=1.0% " " ,. 30 40 I I • N ANOUT " ~-----"' -.. _ -~ ~ _ _ " = 645 'WYE ' ~- "" 11~ INV=11368 ' ' ~ _ .4S=1.0% -~ 3.31 -••-,--_ ------- ' X ' I ' ' I ' ' I ' -16.50 ~ S-10 CLEANOUT RIM116.51 " I <'.\\b -~ _ __..._, __ s ----INV=113.38 . '\ --+----4--s-----g _...,. ___ s------' 0~~~~NG INSET-1 10 8 6 4 2 0 10 M'"' I SCALE: 1 inch= 10 ft. 20 I • N .39 6.52 • N 20 15 10 5 0 10 20 30 40 u-v-I I I I SCALE: 1 inch = 20 ft. PROPOSED LEGEND ---)()()(--- ~ --\-FGXX.XX: +rcxxx.xx GXXX.XX -\-RIMXXX.XX INVXXX.XX SUMPXXX.XX TCXXX.XX swxxx.xx FFEXXX.XX EXISTING LEGEND PROPOSED CONTOUR BREAKLINE DRAINAGE SLOPE AND DIRECTION FINISHED GRADE TOP OF CURB GUTTER RIM ELEVATION INVERT ELEVATION SUMP ELEVATION TOP OF CURB ELEVATION SIDEWALK ELEVATION FINISHED FLOOR ELEVATION STORM SEWER JUNCTION BOX ROOF DRAIN CLEANOUT OPEN GRATE INLET CURBED INLET 6" HDPE ROOF STORM DRAIN (INSET) PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE ---x ----x -x---FENCE ---w ----w ----w--- -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT -CAS ----CAS -BT ----BT ---BTV ----BTV--- ---G ----G ----G -OE ----OE • WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA47715 800-867-8783X201 DATED: JULY 17, 2025 HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ ~(n"~~ 151:i~ ~ u....!.;;! ~ Uf~ ~i;i: ~ ~~ §• ~~ ~g nu (.) ..J ..J ISSUE BLOCK I,\ TITLE ffit la z~ ~: ~i ~a ~::! ~~ ea n DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 10/10/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 I/,\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY GRADING PLAN I SHEETC6.0 : ~ j I ! ! . ' ~ ' •ii I 1 '1 ~ +1 ~ Ji : • : : ' . i 1. S ~.. :ii..)::/ I '\c:, / ~ ~ ·1': : / I , -/, , , '.1 I : •• I / ; / . .H : / ·o )· • \ · • • • J' I /-~~ ,,, '0 "-, E / /~:;:i~ ---k :/ / L__ ,,~ ,~ ( I ___ --,!__ __ 7---~ / l,1'" I 1 / ~~-----~/' ~ -,~ ---=-/ / ____c_ ---/,Z i/ I // "' ~ "¾;:~ I • I_ l __ L___~~~ \ --"' ' ' ,I I / , ''\ -= -V 1 , \.w, .. o.. " ,,, ,/ I I \ • , ) -"=•""" en / ,( r 1" \ ~ < / ,,,✓ "'ri= ~ ,,, I ' ' • -, . -.. , r ( ', __ 11/'\., / _,J /-,, --~----,,,, "'"':::6~1 ~ ,A"' _ _A_ ___ ·~, 'r 1 1 ,=m.w i fJ -c,~:~T I : 11 I I ',, ,I l ' I \ I \, I i \~ ' ' -, ) I II I J / \' .___ L_",_ ---~_...._ ____ _ --✓7/' "-T--=-~ / ! f I l j I I I I I I f r 'SITEBMl/2♦ I I I I I 11 I I 11 II I • N 3 10 0 10 20 30 4~0 SCALE: 1 inch = 30 ft. xx -$- SUBBAIN BOUNDARY HYDRAULIC PATH (Tc) FLOW ARROW DRAINAGE BASIN ID DRAINAGE BASIN AREA (XX.X ACRE) PERVIOUS AREA (95,832 SF) [100%] ANALYSIS POINT SHEET NOTES PLAN FOR DRAINAGE CALCS ON REFER TO POST DEVEL~~~L: AS PROPOSED SITE DRAINAGE SUBBASINS, CONDfTIONS. EXISTING LEGEND --=~ ====~---=-=~-----= -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT--- -CAS ----GAS -BT ----BT--- ---BTV ---=~~~-- ---G ----G ---OE ----OE • PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: US SURVEY~~~ POINTE DRIVE ~~N~~l~~E, INDIANA47715 S00-S67-8783X201 DATED: JULY 17, 2025 HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com PRELIMINARY PRE EVELOPMEN PLAN I SHEETC6.1 TIME OF CONCENTRATION I / :, I I ~ : '\ I \ i'Gf' I ~ I I I I "' I ;:::,~,':."!;~=r,\,; I I I I I @" : ) : / : A &/4 ~1~-'" I I I 2 3 . ' • 7 • ' 11 I J I ' , . • • -·= "'-"' NIE/,.P1 •N,qJ!! "" w:,mo, nff' a:s,, '"'' ''" (Q·· .... , toE 2.20 5 t 0 020 ..,, '°"' I C2 5 tO 0,0 9,42 = "V,1,t£1' 0.2$ 510 0'20 r>«l oom o.Rl 0,13 :5\0 0'6 "°' !&04 CI.Jti 0.2:5 5 .10 0'10 ... DS<lO """' 004 5 10 o .. ... a;ai IO()O$:.IU Cl04 5 10 0'6 .., toE .A.tCTICN 0.03 510 0'30 o.ul!JN)R.QN 7 • • 11.QV oe>JN) -· lBGH """' t>llHESS ,., ,,. ,,. "" """ 0.150 "" """ 0100 '173 200% 0.010 1'2 2""' 0010 ,. '""' O.UJO ,. 21"" 01,0 -"' '""' 0.150 ,, 2""' 0.150 ""'1.CW CXKDIT1"1EI)....., 10 11 " 13 " .. , . '"''"'' ,.,.,,.,,.o,w,e. -_,.JGS ""°""'"""(Y' ax: ""' LE1GTH "-""' fnCH'ESS ax; /ml (ff} ,,. /nj (M1 ,_ 211'2 ......., ,, . I.DO% 0.00 , .... 000 2' 32 ....., ,., '-""' 0 0,J zoo ,., ·-~ Ao.a) 0 '·""' 0..013 t.OI 000 "' ....., 0 ,,,... 00,3 zoo 000 t.n ....., 0 '-""' ._.,, zoo 0.00 , .. ....., 0 '""' ,.,, zoo 000 , .. ""ID 0 '·""' 0013 zoo 000 U 2 ....., • 1.00'0 0.013 zoo 0 00 17 """' T, '"'"' ,, 23 • • • • 5 5 DRAWDOWN ANALYSIS Dra'\\'l1ffll'n Tlme (Pond I) U~wdown Ti rne-• Jnli l1.t;:nic11\ Atta St.ui";9 Vol w\'I~ / (Df!S:igfl ll'lfi ltr.UiCn'I kati!'x lr1fi hr.ni or1Am:11 Bou01u •=I h1fil lntionArca ~r-Hl!'Volu1ne Oe$igtl infill!';liLiMRau!• b1fl l~on BottcmArc.11 Pond 1nmtr.11lon d ,, Df"'illwdow'11 Timc mrs "Coru;lden underdrah1 ca tpu rr.. WATER QUALITYVOLUME " WQ v cr P "R~• •- I! """" .. -.... -~...._,.,,..,.._ r .rnm11 .. norlS'<.-n •11J-..-1 11., ,....,rr uM....-,_..,,,_f ,!,•h---•- lt't un,~-••N:1 I I I I 9 ,701 SDO .... PREDEVELOPMENT AND POST DEVELOPMENT SUMMARY SubbaslnSUmmarv (Ocmonstra.U112Ne1mUYe Ru11orr1nmacts Due to ChanJ!es In Land Covcrl I F\lak Rmoff Ulder So,m ~urn Fl<ioos I 2-)Wr I 5-yoor I 1~-I 25-)ellr I :;o.yoor I 10:,.)ellr I F\lakR,ooff I Q(cls)I V(ft3) I Q(cfs)I V(ltJ) I Q(cfs)I V(ft3) I Q(ds)I V(ft3) I Q (c:fs)I Vlft3) I Q(cls)I Vlft3) Prt. ... Dc Yclonmcnt SJbbasin(s) A-01 6.16 28,647 6.61 40,422 10.119 51,1'99 14.76 70,236 16.01 86,391 21.56 104.ZJ2 Subtotals 6.16 28,847 6.61 40,422 10,119 51,1'99 14.76 70,235 16.01 86,391 21,56 104,232 Po!.t·Oevt!lo p~nt SJbbasin(s) B-01 3.!17 18,619 5.56 26,091 7.092 33,434 9.5211 45,334 11.83 55,761 13.92 or,m B-~ 2.18 6,002 2.776 7,761 1342 9,387 4 ,24 11,009 5.016 14,201 5.866 16,646 1>03 1.01 2614 1.2!19 3,00il 1.552 4.356 1.969 5,557 2329 6.~ 2.723 7.Tl!J B-04 1.01 3,251 1.-,00 4 ,555 1.764 5,837 2,389 7,9 15 291 9,735 3 .477 11,746 B-00 0.Z) 561 0.32 m 0.400 989 0.54 1,341 0.656 1,649 0.782 1.900 B-00 0.31 866 0.397 1,109 0.477 1,341 0.6)6 1,710 0,717 2,029 0 ,838 2378 B-07 0.15 301 0.216 436 0.2ll1 576 0,386 003 0.477 1,001 0.577 1.228 Sut,totais 8.SI' 32.464 11.96 44,329 1",'13 ~1!22 19.66 74,629 23.74 90,969 28. 16 108,994 Prev.Post Su .... ,.m..., Ruooll 1,,....,. 2.72 3,617 135 3,!IC7 3,94 4,123 4.90 4,394 5.73 4,578 6,62 4,762 Anah•!il$ Points Summa rv fDemon .stratinl! Pea k Aow Attenuation and Stordl!e Pro\liSlons) I A:!ak R..inoff lhde" 9:0fTD ~urn Pl:tlods I 2·)""" I 5)""" I 1~)'lilf I 25-)'lBr I 50-:,ear I 100.yeer I F\lakRJooff I Q(cls)I V(fl3) I O(cfs)I V(ft3) I O(cfs)I V(ft3) I Q(ds)I V(ftJ) I Q(c:fs)I V(ft3) I Q(cls)I V(ft3) Pre--Ocve l,onment -""'')'Sisfl>nt i'fl-01 A-01 6.16 28,647 6.61 40,422 10.00 51,799 14.76 70,236 16.01 86,391 21.56 104,ZJ2 &Jlltotals 6.16 28,847 6.61 40,422 10,99 51i799 1U6 70,235 16.01 86,391 21 ,56 1°',232 Post-Ocv elooment -""'l)'Sisfl>ntl>fl-01 6-01 3.79 18,618 5.56 13,091 7.09 33,434 8,:;3 45,334 11.83 55,761 13.o;l or,m Food 1· 0.'13 3,6113 0.50 5,458 0,56 7,194 2'72 10,997 5.26 14,700 7.!17 19,110 $,l)totafs U3 22.295 6,06 31,509 7.65 00,628 12.25 56,331 16.89 70,5'1 21 .89 86,387 Pre v. Post Sumamry ~naff 1"1)f'OYCments •1,93 (6,562) •2.55 (8,873) .3.34 (11,1711 -2.51 (13,904) •1,12 (15,850) 0.33 (17,845) "R;{e, lo sw,,nst;c ,ro posr cJe,.,o/opman/ ,,,,., fo¥ sub08Sin contributions to R:mct r INLET CAPACITY l tl.ETR...ONOIU.I.ATICHTAB...EFCR I M...ETSOil~ 2-YEMSl'm:M ORltruT 1 2 , • • • 7 • • 10 11 IN.ET ,,..,,,. ,,.,,, -roT"-a.wMJ 1,.,..,. tN.Er FODMJ~'!; 9=R=AD ,=1 I()# 7l1'E /l(W FtarR C1fN',l,lll3 OIFWJJY CfPm = AT Q> tH<,n-C 0 ATD.R! 51.0E IUE/" (a;/ (d>J (~ (II) (d>J (II) (Ml) {II) , ""' """' OAl 0.13 10, 20 4 339 022 00200 1117 ' "°' """' OAl 025 10, 20 4 ,,,, 022 00200 11 IJ 3 .... OS-OS OAl 0.04 0.2l 20 2 1.70 0.13. 0.0200 S.60 4 BOO 00-00 AXl'DSO! 0.04 03' 20 00200 ' l tl.ETFLCWau:.LATIOtTAB...E~ltLET'SOI~ 5-YEMSltJIM ORl truT 1 2 3 • ' • 7 • • 10 11 IU.ET 'I.LET NET -roT"-a.w MJ II.LET IM..ET RJOM3R001A'li' ~ ID• u::0010, 7l1'E /l(W FtarR O'eNl<3 OtPPOTY CfPIH = AT Q> tH<,n-C 0 ATD.R! OE 1/<-Ef (ac/ (d>J (IQ ,., (ci>J ,., {fl)ff/ {II) , ""' """' OAl ._,, 129 20 4 339 ""' D0200 131 1 2 "°' """' OAl 0.25 140 20 4 339 OlS 00200 1ur 3 BOO OS-OS OAl 0,04 032 20 ' 1,70 0,16 D0200 0 ,22 4 8-06 00-00 FOCJ OJll'"-l. 0.04 0."3 20 0.0200 ' l tl.ETFLCW01l.U.Al10tTAB...E~IPILETSOI~ 10,"'ISASTCA,I ORl truT 1 2 3 • • 7 ,0 11 IU.ET ti.LET NET -roT"-a.wMJ II.LET ti.LET roDM;,coo.1A'!; ~ ID O ,romo, 7l1'E ll(W HCrCR O'eNl<3 OtPPOTY CfPIH ans AT Q> tH<,n-C 0 ATD.R! S.OE IN.ET (ac/ (d>) (IQ ,., (ci>J ,., (Ml/ {II) ""' """' OAl 0.13 1.65 20 3.39 0.30 0.0200 ,~.84 2 "°' """' QDl 025 178 20 339 an D0200 ,.,. -,--.,,. OS-OS QDl 0.04 0.4~ 1.70 .. ,. 0.0200 ._., 4 8-06 11$(); i:ot)O,lifPU.. 0.04 0 .48 20 D.0200 ' ltt.E'TA.CW~TI(HTl&.E FtR lt-&.ET'SO, StG: 25-~ Sl'CIW ORl tt<JET 1 2 3 . • • ' • • ,. 11 WEI r,ur 11.n -IOTA a.mMJ 1.ur tf-l.Er FODM;~'lr !:Ff£KJ .,. lCOlTrOI ""' Ii.CW FN;rrJ< fRilr,NM;; OVJIOTY Ci:PTH = AT Q> ~ 0 111 0.R! 51.0E tr<n (o;/ (d>J (IQ (IIJ (d>J ,., (Ml/ {II) , ""' """' OAl 0.13 1.97 20 4 3.39 ._,. 0.0200 17.39 2 "°' """' ""' 025 239 20 4 339 O«> D0200 ,.,. 3 .... OS-OS ""' .... 0.0< 20 ' 1.70 0.2> 0.0200 ,, .. 4 806 11$(); FOCJ OJn'IU 0.04 0 .61 20 D.0200 ' ltl.ETFU>NOULATICH T.18.E FCR IN.E'TS O, So!G: 50-'EM: S1'CPM (J,.ABII~ 1 ' 3 . • • ' • • ,0 ,, t,LEr r,ur 11.n """ IOTA 0.03h<l ,,ur tllS PCN>MSROIOM> IY'ffKJ ID • LCO\ll<N """ /l(W FICID'I CFetNM:; O\IWJTY ctPTP-1 CR'.l5S AT Q> = 0 lfT QRj S.OE IN_Ef (ac) (d>J (~ ,., (d,) rn, {fl)ff/ {II) , ""' """' OAl 0.13 u, 20 4 3.39 0.39 D.0200 , .. .s 2 "°' """' ORI 0.25 2.'11 20 4 3.30 04> 0.0200 22.SO 3 8-05 DSOS ORI 0.0< 0.66 20 2 1.70 0.27 0.0200 i,27 4 806 DSOS FOCJ QIIF"-l. 0,0, 072 20 00200 ! ltU"l"~aiua,.All(HTAl;!IJ;R;Rl~Q,1$,fQ: 100-~$11;JH """'~ 1 2 3 • • • 7 • • ,. ,, t,LEr rM.ff 11.n ,_ IOT"-a.mMJ l.uF" t"LEf POOMJF00111.)9ffio!D ID # LCO\ll<N """ /l(W FICID'I a:eNN:;OIFIJDTYCIPTP-I = AT Q> I.J!NofH' a 1110.R! S.OE t/<-Ef (ac/ (d>J (~ ,., (d,) rn, {fl)ff/ {II) 1 ""' """' OAl 0.13 ,_,, 20 4 339 0.-U D.0200 ,, ... ' "°' """' ORI 0,25 3.48 20 4 3.30 o.s, 00200 25.41 3 8-05 DSOS OAl 0.00 0.'8 20 ' 1.70 0.30 D.0200 1-'-9 1 4 806 OS-OS FOCJ QIIF"-l. 0,0, 0.0< 20 0.0200 ' CJAATE IPUT ,, ,, ,. " O<NMJ .,..,.. "XJMJ --l,fWJTY CfPIH AT 0 4 ""'"' {SQ ft.) ("'-(" {O} o., ,22 003 , 65 ~TE l ria.Er ,, ,, ,. " r:RMIG CROlli fOONG --l,fWJTY CfPIH ,r 0 4 """' {tKf.l.J ("'" ('/ (II) o., ,.22 0.05 2.67 ~TE l r«.Ef" ,, ,, ,. " r:RMIG CROlli "XJMJ --r:n,,cm CfPIH ,r 0 4 """" (sq.t ., 1"'-,., (II) •-• ,22 D.D8 us ~TE l r«Er ,, ,, ,. ,, (RNMJ ,..,,,, ,,,,,.., --"""'1TY CliPIH AT 0 4 """" {~It.I ("'-(IIJ {IIJ a., ,.22 0.12 6.22 ~TE I~ ,, ,, ,. " (RN,-,;; C1l01" PCN>MJ --f,-:JTY rH'IH AT 0 4 """" {'IKl.h.J (OS'l (h) {IIJ •-• 1.22 0,17 .,., ~TE l r-l.ET' ,, ,, ,. " (RNMJ _,.. ,,,,,.., -N'EA l,fWJTY rH'IH AT 0 4 """" {'IKl.h.J (OS'l (h) (IIJ •-• 1.22 0,24 ,, ... 20 15 10 5 0 u-v- • N 10 I 20 I SCALE: 1 inch = 20 ft. PROPOSED LEGEND 30 I -----SUBBAIN BOUNDARY -------HYDRAULICPATH(Tc) -FLOW ARROW 40 I ~DRAINAGE BASIN ID ~DRAINAGE BASIN AREA(XX.XACRE) PERVIOUS AA.EA IMPERVIOUS AREA -$- SHEET NOTES 1. REFER TO POST DEVELOPMENT PLAN FOR DRAINAGE CALCS ON DRAINAGE SUBBASINS, AS WELL AS PROPOSED SITE CONDITIONS. LAND COVER ANALYSIS PRE-DEVELOPMENT POST-DEVELOPMENT CONDITIONS CONDITIONS IMPERVIOUS AREA (SF) OSF PERVIOUS AREA (SF) 44,170 TOTAL AREA (SF) 44,170 NET IMPERVIOUS CHANGE EXISTING LEGEND ---x ----x----x--- ---w ----w ----w--- -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT -CAS ----CAS -BT ----BT ---BTV ----BTV--- ---G ----G ----G ----OE ----OE • 0% 22,434SF S1% 100% 21,736SF 49¾ 100% 44,170SF 100% (51°/4) PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE FENCE WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED GABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA47715 800-867-8783X201 DATED: JULY 17, 2025 HFA HFA-AE, LTD . 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f888.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u..o:!.;;! ~ Uf~ ~~< >-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE DATE ; ~ 1- ~§ ~~ z~ ~~ is OTP 10/10/2025 I,\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY POST DEVELOPMEN" PLAN I SHEETC6.2 N/F CORTE, CAVEn-.llTCHELL 1 LL C PARCEU 46-02-03-0-000-004.168 EXISTING 4" PVC L=28.14 LF S=2.0% (GRADE TO BE FIELD VERIFIED) EXISTING WYE CONNECTION TO EXISTING SEWER MAIN TO REMAIN INV.112.94 "' (INV TO BE FIELD v ::,7 IFIED) ~ I M ~4 ' ~ ----------------~ 'J w I ; ~ TOC:116.68' TOC:117.19' INVW:113.25' INVN:113.15' INVN:113.27' ~D / :~~-6~a.e•· -$-SITE BM #1 @ G ~ I r---------"-~~~w ____ =:::;;;;------ffY_--1' :a "' \ ~ ' \ ~ ~--~ ~ ' ' ~ LOT3 , / 1 .. i :i {, I H ',~~::;;;: Ii~\,\ H 1'"RCP r,1 \ :11 [~ ~i 1'1 1 1 ~:i; ,I 11 ii_.·. 1'1 1 1 I I, G G) b ERAS UFACTURER I: t-UK MAKING SITE , WATER,AND . EASEMENT TO BE THEAHJ NIF CORTE, CAVE/MITCHELL 1 LL C PARCEL# 46-02-03-0-000-004.240 LOT4 11 11 II II II II II 11 II II 11 II II I • N 20 15 10 5 0 10 20 30 40 u-v-I I I I SCALE: 1 inch = 20 ft. PROPOSED LEGEND --- ----PROPERTY LINE - - - - -EASEMENTS -SEE SURVEY PLAN SHEET --w-------s----- --BE----- --BT----- --G----- ---so--- ri',l~ ['] ~JG ... '8~~ 0 EXISTING LEGEND PROPOSED 6' CONCRETE CURB (SEE NOTES) BUILDING OVERHANG WATER LINE SANITARY SEWER LINE BURIED ELECTRIC LINE BURIED TELECOMMUNICATION LINE NATURAL GAS LINE 6" PVC ROOF STORM DRAIN (SEE GRADING PLAN) STORM SEWER (SEE GRADING PLAN) PROPOSED WATER METER AND SERVICE VALVE (SEE KEY NOTES) SEWER CLEANOUT UNLESS NOTED OTHERWISE. GREASE INTERCEPTOR PROPOSED SITE LIGHTING. LOCATIONS APPROXIMATE. (SEE ARCH. MEP PLANS) MISC. PROPOSED DRAJNAGE STRUCTURES (SEE GRADING/DRAINAGE PL.ANS) PROPERTY LINE/R.O.W. LOT LINE EASEMENT LINE ---x ----x----x---FENCE ---w ----w ----w--- -FM ----FM -NPW ----NPW--- -SAN ----SAN -STS ----STS--- -BE ----BE -BFOC-----BFOC -BT ----BT -CAS ----CAS -BT ----BT ---BTV ----BTV--- ---G ----G ----G ----OE ----OE • WATERMAIN FORCEMAIN REUSE WATERMAIN SANITARY SEWER STORM PIPE BURIED ELECTRIC BURIED FIBER BURIED TELEPHONE BURIED CASING/CONDUIT BURIED TV BURIED CABLE BURIED GAS OVERHEAD ELECTRIC STORM STRUCTURE SANITARY MANHOLE SANITARY CLEANOUT FIRE HYDRANT VALVE METER POWER POLE GUY WIRE BENCHMARK MONUMENT LIGHT SIGN SURVEY PROVIDED BY: US SURVEYORS 4929 RIVERWIND POINTE DRIVE EVANSVILLE, INDIANA47715 800-867-8763X201 DATED: JULY 17, 2025 HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u..o:!.;;! ~ Uf~ ~~< )-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 10/10/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 1/2\ CIIT 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY UTILITY PLAN I SHEETC7 .0 NOTE: ALL EROSION EELS"' USED FOR PERIMETER CONTROL SHALL USE MIXTURE SPECIFICATIONS 1.1 AND 1.2 ---I_~ '9.5"0 -SMALL0EEL ---I_~,,,-. -LARGE0EEL DETAIL E1-A: EROSION EELS™ TIE-STRING SCWNSC~,6NOoem IIIIIIIIIJ ~TO FORM BUTT JOINT, PRESS TIED END OF EEL AGAINST SEWN EDGE OF ADJACENT EEL. DETAIL E1-81 SPACING RECOMMENDATIONS FOR THE EROSION EEt'°FOR PERIMETER CONTROLS AND INTERCEPTING SHEET FLOW ON SLOPES SINGLE EEL •STACKED SLOPE(%) DUAL EEL SPACING(ft) SPACING{ft) 015 ~~ ~1 ' ''° "" ' " NIA 4 ,0 NIA 5 40 NIA 6 " NIA L E1-C l>.NCHORLODP [4PER10FT.BAG) EROSION EEL"' INSTALL EROSION EELS"' PARALLEL TO THE SLOPE CONTOURS. PLACE 100fl OF EROSION EELS'" FOR EVERY 0.25 ACRE DRAINAGE AREA BUTT ENDS OF EEL TOGETHERl>.ND JOIN TIGHTLY WITH JUNCTION WRAP (PER DETAIL E1-B1 THIS SHEET). DETAIL E1-B: INTERCEPTING SHEET FLOW PERPENDICULAR TO FLOW PATH -PLAN VIEW ~ 1. EROSION EELS TM USED IN PERIMETER CONTROL APPLICATIONS SHALL HAVE A SPECIFICATION MIXTURE 1.1 OR 1.2. a. MIXl\JRE SPECIFICATION 1.1. A FILTER MIXTURE COMPRISED OF 50% SHREDDED RUBBER l'JIID 50% WOOD CHIP PARTICLES BY VOLUME. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF+/-3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTF ICATION SPECIFICATION MP 9-03. b. MIXTURE SPECIFICATION 1.2. A FILTER MIXTURE COMPRISED OF 1/3 SHREDDED RUBBER. 113 WOOD CHIPS. AND 113 RECYCLED SYNTHETIC FIBERS. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF+/-3/4 INCH. THE WOOD CHIPS SHALL BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO MSHTO CERTIFICATION SPECIFICATION MP 9-03, THE SYNTHETIC FIBERS SHALL BE PRODUCED FROM RECYCLED, MANUFACTURED MATERIALS, SUCH AS, BITT NOT LIMITED TO, PRE-CONSUMER SCRAP CARPET, TIRE CHORD, AND TIRE FIBER MATERIALS. 2. EROSION EELS™ SHALL BE MANUFACTURED FROM A WOVEN GEOTEXTILE COVERING WITH INTERIOR FILTER MATERIALS SUCH AS 100~ SHREDDED RUBBER (MIXTURE SPECIFICATION 1.0, 50¾ SHREDDED RUBBER/50% AASHTO-CERTIFIED WOOD CHIPS (MlxnJRE SPECIFICATION 1.1). 3. LENGTHS OF EROSION EELS™ SHALL BE EITHER A NOMINAL +/-10 FT. OR+/-4.5 FT. NOMINAL DIAMETER SHALL BE +/-9.5 INCHES. 4. EROSION EEL$™ CAN BE PLACED AT THE TOP, ON THE FACE, OR AT THE TOE OF SLOPES TO INTERCEPT RUNOFF, REDUCE FLOW VELOCITY, RELEASE THE RUNOFF AS SHEET FLOW AND PROVIDE REMOVAL OF SEDIMENT FROM THE RUNOFF. 5. EROSION EELS™ SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TO THE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM, AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAM TO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANY DISTURBED SOIL AREA. NO TRENCHING IS REQUIRED FOR INSTALLATION OF EROSION EELS™ PREPARE BED FOR EEL INSTALLATION BY REMOVING ANY LARGE DEBRIS INCLUDING ROCKS, SOIL CLODS. AND WOODY VEGETATION. EROSION EELS™ CAN ALSO BE PLACED OVER PAVED SURFACES INCLUDING CONCRETE AND ASPHALT WITH NO SURFACE PREPARATION REQUIRED. RAKE BED AREA WITH A HAND RAKE OR BY DRAG HARROW. DO NOT PLACE EEL DIRECTI. Y OVER RILL AND GUU.IES UNTIL AREA HAS BEEN HAND-EXCAVATED !>.ND RAKED TO PROVIDE A LEVEL BEDDING SURFACE. ALL SURFACES SHALL BE UNIFORMLY COMPACTED FOR MAXIMUM SEATING OF EELS IN PLACE. 10. FOR LOCATIONS WHERE EELS WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLET PROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE LOCATIONS. BED THE EELS IN A FLOCMAT CRADLE PER THE DETAILED DRAWINGS. 11. FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE AREA SHALL BE 10 ACRES 12. IF MORE THAN ONE EROSION EEi!~ IS PLACED IN A ROW, THE EELS SHALL BE OVERLAPPED A MINIMUM OF 12 INCHESTO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. COMPRESS THE TWO EELS OF THE OVERLAP TIGHTLY TOGETHER EITHER BY HAND OR MANUFACTURER-APPROVED MECHANIZED MEANS. 13. WHEN USED IN DITCHES AS A CHECK DAM, EROSION EELS™ SHALL BE INSTALLED PER MANUFACTURER'S DETAILS. 14. FOR CHECK DAM APPLICATIONS, EROSION EELS™ SHALL BE PLACED PERPENDICULAR TO THE FLOW OF THE WATER. EROSION EB..S SHALL CONTINUE UP THE SIDES SLOPES A MINIMUM OF 3 FEET ABOVE THE DESIGN FLOW DEPTH. 15. EROSION EELS™ SHALL REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION HAS COMPLETELY DEVELOPED OR UNTIL THE STORAGE CAPACITY/FUNCTIONAL LIFE OF THE EEL HAS BEEN EXHAUSTED (REQUIRING REPLACEMENT WITH NEW EELS}. 16. ANCHORING POSTS FOR CHECK DAM APPLICATIONS SHALL HAVE A MINIMUM WEIGHT OF 1.25 LBS/FT STEEL T-POSTS (5 TO 7 FT. LENGTHS) ROLLED FROM HIGH CARBON STEEL. POSTS SHOULD BE HOT-DIP GALVANIZED OR COATED WITH A WEATHER-RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD BE EQUIPPED WITH A METAL ANCHOR PLATE. INSTALL PER DETAILS ON THIS SHEET 17. PLACE T-POSTS THROUGH HANDLE OF BAGS DO NOT DRIVE POSTS THROUGH EROSION EELSTM T-POSTS ARE TO BE EMBEDDED A MINIMUM OF 2 FT INTO GROUND. ,t ~~ ~: MAINTENANCE: " 20 " "' 50 .,, NIA .,, .,, N/A . ,, N/A •10 N/A .. 1. INSPECT AND MAINTAIN THE EROSION EELS IN GOOD CONDITION. MAINTAIN THE INTEGRITY OF THE CONTROL, INCLUDING THE BAGS FREE OF ACCUMULATED SILT, DEBRIS, ETC. UNTIL PERMANENT EROSION CONTROL FEATURES ARE IN PLACE, OR THE DISTURBED AREA HAS BEEN ADEQUATELY STABILIZED . STABILIZE THE AREAS DAMAGED BY THE REMOVAL PROCESS USING APPROPRIATE METHODS AS APPROVED. REPAIR OR REPLACE DAMAGED EROSION EELS AS REQUIRED AND AS DIRECTED. TEMPORARILY REMOVE AND REPLACE EROSION EELS AS REQUIRED TO FACILITATE WORK. 4 REMOVE SEDIMENT AND DEBRIS WHEN ACCUMULATION AFFECTS THE PERFORMANCE OF THE DEVICES, AFTER A RAIN, AND WHEN DIRECTED. DISPOSE OF SEDIMENT AND DEBRIS AT AN APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL EROSION EELS SEDIMENT CONTROL SCALE: N.T.S. NOTE: INSTALL AND MAINTAIN PER MANUFACTURE SPECIFICATIONS. NOTES 1. POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A MINIMUM OF ONE FOOT. OVERFLOW GAP PER MANUFACTURERS RECOMMENDATIONS 2. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER, SO THAT THE DOWNSLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICLA.AR TO THE LINE OF FLOW. HERE FENCE CANNOT BE TRENCHED IN (e.g. PAVEMENT), WEIGHT FABRIC FLAP WITH ROCK ON UPHILL SIDE TO PREVENT FLOW FROM SEEPING UNDER FENCE. 3. THE TRENCH MUST BEA MINIMUM OF 6" DEEP AND 6" WIDE TO ALLOW FOR THE SILT FENCE FABRIC TO BE LAID IN THE GROUND AND BACKFILLED WITH COMPACTED MATERIAL. 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR TO WOVEN WIRE, WHICH IN TURN IS ATTACHED TO THE FENCE POST. THERE SHALL BE A 3' OVERLAP, SECURELY FASTENED WHERE ENDS OF FABRIC MEET. 5. REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 6. SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 7. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF HALF THE HEIGHT OF THE FENCE. THE SILT SHALL BE DISPOSED OF AT AN APPROVED SITE AND IN SUCH A MANNER AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION. DANDY CURB BAG SILT FENCE SCALE: N.T.S. SCALE: N.T.S. NOTES: 1. CONTRACTOR TO LOCATE TEMPORARY CONSTRUCTION FENCING, JERSEY BARRIERS, OR BOTH ALONG THE SIDES OF THE CONSTRUCTION EXIT TO PREVENT CONSTRUCTION TRAFFIC FROM SHORT CIRCUITING/BYPASSING THE EXIT. EDGE OF EXISTING PAVEMENT PLAN PROVIDE CULVERT AS REQUIRED TO CARRY PRE-EXISTING DITCH FLOW. SEE EROSION AND SEDIMENT CONTROL PLAN FOR LOCATION. SECTION A-A CONSTRUCTION EXIT SCALE: N.T.S. GEOTEXTILE FABRIC FOR SEPARATION COMPACTED SUBGRADE WASHOUT NOTES 1. NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS IS ALLOWED. 2 EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE, EXCEPT IN DESIGNATED TEMPORARY CONCRETE WASHOUT PIT AREAS. 3 ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES AS DETERMINED IN THE FIELD. 4. TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75% FULL. PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, TEARS, OR OTHER DEFECTS. 7 WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK, THE HARDENED CONCRETE WILL BE REMOVED AND DISPOSED OF OFFSITE. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE REMOVED FROM THE SITE AND DISPOSED OF. PLAN 10MIL PLASTIC LINER STRAW BALE NATIVE MATERIAL (OPTIONAL) WOOD OR METAL STAKES CONCRETE WASHOUT SCALE: N.T.S. OTHER MATERIAL MAY BE USED AS APPROVED BY CITY HFA HFA-AE, LTD. 1705 S. W:alton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u..o:!.;;! ~ Uf~ ~~< >-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 10/10/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY SITE DETAILS TE CURB NOTES: 1. THE SURFACE OF RAMP SHALL HAVE DETECTABLE WARNINGS AS SHOWN. DETECTABLE WARNINGS SHALL CONSIST OF RAISED TRUNCATED DOMES. SEE DETECTABLE WARNINGS DETAIL. -----FRAMPIS CONCRETE CURB _ _D I-09" __.j ELEVATION 2. RAMP SIDE SLOPE VARIES UNIFORMLY FROM A MAXIMUM OF UP TO 10% AT CURB TO --~ LOCATED ON A CURVE. _j ~ CONFORM WITH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE RAMP. 3. CONSTRUCT PERA.DA STANDARDS. DOMES ARE NOT SHOWN TO (GRASS '0 S E. SEED TECTABL WARNINGS DETAIL & NOTE 1 4. REFER TO PLANS FOR ADJACENT SLOPES. 5. THE CROSS SLOPE OF THE RAMP SURFACE SHALL BE NO GREATER THAN 1:50. 6. CONCRETE SHAU. BE P.C.C. 4,000 PSI 5'MIN. LANDING AREA 2% MAX SLOPE ANY DIRECTION 6' MIN. (OR SEE PLAN FOR LENGTH) (PAVED AREA) ------7 I I 71 IA ______ J 2% MAX SLOPE mY DIRECTION CONCRETE CURB 2.35"0.C. NOTE: PREFABRICATED PANELS PER A.D.A. ACCESSIBILITY GUIDELINES SECTION 4.29.2 & A4.29.2 SHALL BE USED. DETECTABLE WARNINGS DETAIL 7. PROVIDE EXPANSION JOINT MATERIAL WHERE CURB RAMP ADJOINS ANY RIGID PAVEMENT. SIDEWALK, OR STRUCTURE WITH THE TOP OF JOINT FILLER PLUS SEALANT FLUSH WITH ADJACENT CONCRETE SURFACE. 6. SEAL JOINT WITH AN APPROVED SEALING MATERIAL. 9. PROVIDE SLIP RESISTANT TEXTURE ON CURB RAMP BY COARSE BROOMING TRANSVERSE TO THE SLOPE OF THE RAMP. EXTEND TEXTURE TliE FULL WIDTH AND LENGTH OF THE CURB RAMP INCLUDING FLARED SIDE RAMPS (WHERE USED). 10. CURB RAMP AND SIDE FL.ARE LENGTHS (WHERE USED) ARE VARIABLE AND BASED ON CURB HEIGHT AND THE SIDEWALK PITCH. SEE TABLE FOR TYPICAL RAMP DIMENSIONS. 11. WHENEVER POSSIBLE, CONSTRUCT THE TRANSITION SLOPE FROM THE CURB RAMP AND FLARE SIDES TO ADJOINING SURFACES WITH A GRADUAL CURVE RATHER THAN AN ABRUPT ANGLE. / """""'7 CROSS SECTION WIDTH SAME AS SIDEWALK. 5'MIN. ,. :..;,/· ·.: ~=::=II" TYPE I SIDEWALK SETBACK ON STRAIGHT CURB TYPE II SIDEWALK SETBACK FROM CURB TYPEIII SIDEWALK ADJACENT TO CURB TYPE IV SIDEWALK LANDING INTEGRAL TO CURB TYPEV INLINE RAMP TO SIDEWALK CURB RAMP DIMENSIONS NEW CONSTRUCTION RISE OF MAX. RAMP hlOMINl>.I. RAMP SIDE FLARE SIDE FLARE BUILDING WALL OR CURB RAMP• SLOPE LENGTH(1:12) DIMEhlSIOhlAT DIMEhlSION AT SECTION A-A 4" TRAFFIC BLUE STRIPING @45° ,~--~~:s:--.-~~-,-,-?-.-~-,----,-,-,.-:~-=-;~ T -;.~~ .. ;~:-:-:t.~~;~:;~t-~: 4" AGGREGATE BASE COURSE ~ ----'" -3 _..,__ - COMPACTED TO 9B% OPTIMUM DENSITY PER ASTM 0698 OR 95o/c OPTIMUM DENSITY PER ASTM 01557 OR PER GEOTECHNICAL REPORT SECTION B-B ADA SIDEWALK RAMP BUILDING 3. ALL DIMENSIONS ARE TO CENTERLINE OF STRIPE UNLESS 5. STRIPING IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. DRIVE-THRU BOUNDARY MARKINGS MIN. 4" WIDTH. 6. NO PARKING LETTER SPECIFICATIONS: ,. ,. .. r ,. ,. ,,. " 6.1. THE WORDS NO PARKING PAINTED IN CAPITAL LETTERS MUST BE CENTERED IN THE ACCESS AISLE. 1:12 1:12 1:12 1:12 1:12 1:12 1:12 1:12 3.0FT 4.0FT 5.0FT e.OFT 7.0FT MFT 9.0FT 11.0FT 12.0FT CURB(1:10) CURB(1:12) (IFU$ED) {IFU$ED) 2.5FT 3.3FT ~-0 FT 5.8 FT 8.7FT 7.5FT 9.2FT 10.0FT 3.0FT 4.0 FT S.O FT 8.0FT 7.0FT M FT 9.0FT 11.0FT 12.0FT MAX3'-0"0.Cy. P~~NG ~ I ,. I 11· I ISASYMBOL (TYP.) 4.ALLCOLORSASSHOINNORBYLOCALCODES. ~--,_,.·· D, -~- 6.2. 12" MIN. CHARACTER HEIGHT. 2" MIN. STROKE WIDTH. LOCATED AT EDGE OF PARKING 4" TRAFFIC WHITE SPACE UNLESS ACCOMPAf.JIED STRIPING (TYP.) BY VAN LETTERING ACCESSIBLE PARKING SYMBOL ADA PARKING STALL STRIPING NOTE: ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES", AND LOCAL CODES AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ADAVAf.J ACCESSIBLE PARKING SIGN RESERVED PARKING ■ VAN ACCESSIBLE RESERVED PARKING ■ TYPICAL ADA PARKINGSIGN GALVANIZED STEEL 2-31B" ROUND SIGN POST (2 LBS/FT) (CONTRACTOR TO FURNISH) SLOPE TOP OF CONCRETE GROUND/PAVEMENT NOTE: TliE MINIMUM HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" ADA NON-VAN ACCESSIBLE PARKING SIGN ADA PARKING SIGN & SITE SIGN BASE NOTE: 1. MARKINGS FOR STREET SHALL BE ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B-15 OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. 2. THESE MARKINGS ARE TO BE PAINTED REFLECTIVE WHITE. SEE PLAN PEDESTRIAN CROSSWALK FASTEN SIGN TO LI-CHANNEL POST WITH NUTS &BOLTS 2'(MIN) HEAVY DUTY MUNICIPAL QUALITY BACK ENAMEL U-CHANNEL SIGN POST (J½6"WIDE) CURB& GUTTER STOP SIGN 1B" DIAMETER CONCRETE FOOTING 6" GALVANIZED STEEL PIPE Fill.ED Wl CONG. -SMOOTH TROWEL CROWN TOP 6" GALVANIZED STEEL PIPE PAINTED PER PAINT SCHEDULE CROWN FOOTING -3:1 SLOPE J• X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 24" DIA. CONCRETE PIER ,. X 14" REBAR ANCHORS THROUGH PIPE BOTH WAYS 1" STL. BOTTOM BOLLARD SEE SIGN INDICATED ON SITE PLAN MOUND CONCRETE AROUND PIPE TO PREVENT STANDING WATER CURB TAPER ft---------------------------------'-c_A'_'_"_.T_.s_. ________________________________ +-________________ ,c_A_"_"_.T_.s_. _______________ +--------'-~_,_e_N_.T._s. ______ ---<e--------'c_A_LE_N_.T_.s_. ______ --1 s: t;; ~ ~ ~ I :~ ';l ·" ~ ~ _gl g ~~ ~"- MATCH ELEVATIONS OF DENSE-GRADE AGGREGATE BASE COURSE TO EXISTING BASE COURSE EXISTING SUBGRADE EXISTING ASPHALT TO BE REMOVED {L=SFT.) EXISTING ASPHALT EXISTING AGGREGATE BASE EXISTING SUBGRADE NOTES: 1. PROVIDE 112" EXPANSION JOINT BETWEEN SIDEWALK & ALL FIXED OBJECTS 2. CONCRETE SHALL BE 3,500 PSI '\_112• RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP.) PLAN VIEW -~ t r B-- B-- NOTES 1. ALL CONCRETE CURBS TO BE PC 4,000 P.S.I. CONCRETE AT 28 DAYS. 2. CURB EXPANSION JOINTS TO MATCH SIDEWALK EXPANSION JOINT SPACING. 1" RADIUS JOINTSE,AL NOTES: 1. ALL CONCRETE CURBS TO BE PC4,000 P.S.I. CONCRETEAT2B DAYS. 2 MAXIMUM HEIGHT OF CURB TO PAVING IS 6". 3. CURB EXPANSION JOINT SPACING IS 10'-0" MAXIMUM. FILL WITH½" PREFORMED EXPANSION JOINT RECESSED i" BELOW TOP OF CURB. TOPSOIL SUBGRADE" 1" RADIUS JOINTSEJ\L ~ g! 4" (lYP) SEE PAVING DETAILS SEE PAVING DETAILS ! ~ i~~t~i:!~iBASE, ~~~:i~~~;~;BASE, ~ § SECTION A-A SECTION B-B COMPACTION ~~~~~:=a~□ ~~1-----------------------------------------------------------------------<----------------------------------+------------~-o_u_'"_eM_e_NT_s_._-+------------"-'_ou_,"_'_"_'"_~_-__ ~~ j§ MATCH EXISTING PAVEMENT ELEVATION (PAVEMENT TRANSITION) CONCRETE SIDEWALK INTEGRAL CURB STRAIGHT CURB SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com ~ 1~,; 00 u....!.;;! ~ ~ Uf~ " ~~< )-~ ~:'" !~ ~ ~~ ~~ ~ ,' HU ~ <..i -' -' ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 1011012025 /1\ PAVE 11105/2025 /,\ PAVE 1111112025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY SITE DETAILS M-L Mitered Drain"\pat. pending) MIT ERED D RA I N" P.O. Box.1556 Windsor, California 95492 (707)620-0606 (707)620-0607 fax email: info@mitereddrain.com http://www.mitcrcddrain.com DIMENSION TABLE* 3" 3:1 3:1 4• 3:1 4" 3:1 3:1 I ,. 3,1 8" 3:1 MODE.L NO 3MD28 3MD3P-G 3MD3P-B 3CMD3-BN 3CMD3-GN 4MD3P-G 4MD3P-B 4CMD3-BN 4CMD3-GN 6MD3P 8MD3P 12MD3P GRATE. f.lATERIAL BRASS GRAY HDPE BLACK HDPE BROWN HDPE GREEN HOPE GRAY HOPE BLACK HDPE BROWN HOPE GREEN GRAY HOPE HOPE GRAY HOPE ATTACHED MITERED PIPE PVCSch.40 PVCSch.80 PVCSch.80 PVCSch.40 PVCSCh.40 PVCSch.80 PVCSch.80 PVCSoh.40 PVCSch.40 C900-CL200 C900-CL 150 C900-CL150 A(in.) B{in.) C(in.) ID{in.) OD{in.) E(in.) L(in.) W(in.) o; APPROX. ~~T~F WEIGHT OPENING (lbs.) (,iq.in.) 12 0.25 3.03 3.5 0.25 8.4 26.5" 15 0.375 2.85 3.5 0.375 11.6 4.0 18.5" 10.4 15 0.375 2.85 3.5 0.375 18.5' 10.4 14.7 14.7 NA 3.03 3.5 0.375 18.5" 1.4 9.85 18.5 4.5 0.375 3.77 4.5 0.375 14.7 5.0 18.5' 3.5 17.9 18.5 4.5 0.375 3.77 4.5 0.375 14.7 5.0 18.5" 3.5 17.9 18.5 3.5 NA 3.99 4.5 0.375 15.6 5.0 18.5' 2.3 15.76 18.5 3<) 0.75 5.85 6.9 0.50 22.4 7.5 18.5" 13 41.9 43 14 0.75 7.97 9.1 0,75 29.3 9.7 18.5' 26 76.7 58 0.75 11.63 13.2 1.0 66 165.1 • ALL DIMENSIONS ARE IN INCHES AND ALL WEIGHTS ARE IN POUNDS, AND MAY VARY. BASIC SPECIFICATIONS Brass grates are made of copper alloy No. 836. HOPE grates are made with UV inhibitor. Setscrewsaretype1B-8stainlesssteel. Not recommended for traffic loads. Made in the U.S.A. I HFA HFA-AE, LTD. 1705 S. W:alton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com ~ 1~,; 00 u..o:!.;;! ~ ~ Uf~ " ~~< >-~ ~:'" !~ ~ ~~ ~~ ~ ,' HU ~ (.) --' --' ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 1011012025 /1\ PAVE 11/05/2025 /,\ PAVE 11111/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY SITE DETAILS NOTES: NYLOPLAST WYE DOWNSPOUT (SEE CIVIUMEP PLANS) 45• NYLOPLAST BEND 90• NYLOPLAST BEND BACK ELEVATION 1. INJECTION MOLDED FITTINGS ARE AVAILABLE IN TEES, WYES, REDUCERS, BENDS, AND COUPLERS. 2. WATERTIGHT (WT) JOINTS SHOWN. SOIL TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. 3. SEE CIVIL GRADING AND DRAINAGE PLAN FOR DOWNSPOUT AND PIPE SIZES. DOWNSPOUT {SEE CIVIUMEP PLANS) NYLOPLAST DOWNSPOUT ADAPTER FINISHED GRADE NYLOPLAST BELL (TYP) DOWNSPOUT CONNECTION TO STORM PIPE NOTE: SEE UTILITY TRENCH AND BEDDING DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. 1" IN GRASSY AREA --..1.,,,..,--,i;=~~l!°":s==*.:_O".:_IN PAVED AREA USHED STONE PER LOCAL CODES SEE PLAN FOR PIPE SIZE, TYPE, AND ELEVATION NOTES: SANITARY SEWER CLEANOUT T:""fRE CONTRACTOR SHALL PROVIDE ALL ITEMS NECESSARY TO CONNECT WITH ANY PART OF THE EXISTING SEWER SYSTEM THAT WILL REMAIN IN ORDER TO ESTABLISH A SATISFACTORY AND ACCEPTABLE SEWER SYSTEM. 2. CONTRACTOR TO CONSTRUCT ALL TRENCH EXCAVATION IN ACCORDANCE WITH ALL OSHA REGULATIONS (29 CFR CH.XVII, SUBPART B) 3. TRENCH SHALL BE EXCAVATED BELOW GRADE REQUIRED TO PROVIDE A MINIMUM 36" OF PIPE COVER. SEWER TRENCH (UNDER ASPHALT) SCALE: N.T.S. EXISTING PAVEMENT MATCH EXISTING GRADE CONCRETE WALKINAYORDECK VMIABLE SUMP DEPTH ACCORDING TO PLANS '\E:.._----:;;Jlf"''5,qll-----,--_i_ (6" MIN. NOTES: WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) a VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -10" FOR CORRUGATED HOPE {ADS N-12/HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), PVC SEWER (EX: SOR 35), PVC DWI/ SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC. SEE NOTE 4 THIS DETAIL. 1. THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS Ill MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. 3 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. 4. STANDARD DRAIN BASIN HAS FIXED ADAPTER LOCATIONS OF o• & 180". CUSTOM DRAIN BASIN ADAPTERS CAN BE MOUNTED ON ANY ANGLE o• TO 360•. 5 MANUFACTURER TO PROVIDE MINIMUM ANGLE BETWEEN ADAPTERS. 6 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE & PVC SEWER (4" -10"). 7 DRAIN INLET TO BE ADS 10" NYOPLAST DRAIN BASIN 2810AGOREQUAL. AREA DRAIN INLET (10") NOTE: SEE UTILITY TRENCH AND BEDDING DETAIL FOR BACKFILL AND BEDDING INSTRUCTIONS. THREADED PVC CLEANOUT PLUG (BOTH GLEANOUTS) HEAVY DUTY FR/\ME AND COVER WI LETTERS ·c.o.· CAST IN COVER (BOTH CLEANOUTS) 1" IN GRASSY AREA :'.::::::'.'.'.:.:'.'_~'""'.IIF,:~91!'"":-,,c------,s:""'"'!iF,:j;§,ii!.'""":'i==!cc.._'.'._O" IN PAVED AREA BEND CRUSHED STONE 0 ~ PER LOCAL CODES :;g~ DIRECTION OF FLOW NOTE: SEE PLAN FOR PIPE SIZE, TYPE, AND INVERTS TWO WAY SANITARY SEWER CLEANOUT DEPTH WATER 3'--0" MIN. UNDISTURBED EA 12" MIN.+ OUTSIDE DIAMETE 6" MIN. OF CLASS I PIPE BEDDING MATERIAL AROUND PIPE WATER TRENCH (UNDER ASPHALT) SCALE: N.T.S. CONCRETE BOX CULVERT FINAL BACKFILL PIPE SPRING REINFORCED CONCRETE PIPE (RCP) & SPIRAL RIB PIPE SMALLER THAN 60"0 GENERAL NOTES 1. BEDDING SHALL BE CLASS I-A WORKED BY HAND. IF GROUNDWATER IS ANTICIPATED, THEN BEDDING SHALL BE CLASS I-B COMPACTED TO 85% STANDARD PROCTOR. 2. HAUNCHING SHALL BE WORKED AROUND THE PIPE BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS I-A OR CLASS I-B OR CLASS II COMPACTED TO 85% PROCTOR. 3. INITIAL BACKFILL SHALL BE CLASS I-A WORKED BY HAND, OR CLASS I-B OR CLASS II COMPACTED TO 85% STANDARD PROCTOR. 4. INITIAL BACKFILL NOT UNDER PAVED AREAS CAN BE GLASS Ill COMPACTED TO 90% STANDARD PROCTOR. 5. FINAL BACKFILL SHALL BE CLASS I, 11, OR Ill COMPACTED AS NOTED IN NOTES 3. AND 4. LINE ALL OTHER PIPES INCLUDING SPIRAL RIB PIPE 60"0 AND LARGER 6. FINAL BACKFILL NOT UNDER PAVED AREAS CAN BE CLASS IV-A COMPACTED TO 95% STANDARD PROCTOR. 7. ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE WITH ASTM D 2321-LATEST EDITION. 8. ALL MATERIALS SHALL BE INSTALLED IN MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE WITH ASTM D 698. GLASS Ill AND IV-A MATERIALS SHALL BE COMPACTED NEAR OPTIMUM MOISTURE CONTENT. 9. FILL SALVAGED FROM EXCAVATION SHALL BE FREE OF DEBRIS, ORGANICS AND ROCKS LARGER THAN 3". 10. ALL TRENCH EXCAVATIONS SHALL BE SLOPED, SHORED, SHEETED, BRACED, OR OTHERWISE SUPPORTED IN COMPLIANCE WITH OSHA REGULATIONS AND LOCAL ORDINANCES. (SEE SPECIFICATIONS) STORM TRENCH AND BEDDING NOTES: 4" GLEANOUT UP TO GRADE (TYP.) ~CHIER MODEL GB-75-PROVIDE WITH 'PUMPOUT PORT & FIELD CUT RISERS-P.C. SHALL COORDINATE RISER LENGTH WITH ACTUAL SITE CONDITIONS PRIOR TO PURCHASE .. INSTALLATION PER LATEST ADOPTED CODE&AUTHORITY HAVING JURISDICTION (AHJ GREASE INTERCEPTOR 36 MIN 0 4" OUTLET PIPESLEEVE.CN'ENDSWlll-l GROUT AND PROVIDE SPACERS .!:!QIIl;. DUCTll.E RON OR STEEL PIPE TO BE USED TO ENCASE SEWER SERVICE LINE. NOJOINTSHALLBECLOSERTHAN36FROMCENTERLINEOFWATERMAIN REG'\RDLESSOFWHETHERPVCORDIISUSEO SANITARY SEWER CROSSING UNDER WATER SCALE: N.T.S. NOTES: 1. MODIFIED RISER LATERAL SHALL BE USED WHEN DEPTH OF COVER EXCEEDS 7'--0". 2. PLACE CLASS "A" CONCRETE UNDER EACH WYE BRANCH TO PREVENT CRACKING OR TWISTING UNDER EARTH LOADS. 3. SERVICE LATERAL STUBS SHALL TERMINATE AT LEAST 2 FEET INSIDE THE PROPERTY LINE BUT IN NO CASE SHALL THE SERVICE LATERAL STUB TERMINATE AT A DISTANCE LESS THAN 8 FEET FROM THE SANITARY SEWER MAIN. 4. BURY A 1/2" x.4' STEEL TEE FENCE POST AT END OF SERVICE LATERAL STUB AND BACKFILL TO FINISHED GRADE OF PROPERTY. 5. 4" DUCTILE IRON PIPE, LINED FOR SANITARY SEWER AND 4" DUCTILE IRON M.J. FITTINGS. LINED FOR SANITARY SEWER, SHALL BE INSTALLED FOR SERVICES BURIED AT DEPTHS OF 14 FEET AND GREATER. LOOP CONTINUOUS TRACER WIRE 12 GAUGE SOLID COATED COPPER or 14 GAUGE COATED COPPER CLAD STEEL (GREEN JACKET) 6" ABOVE PIPE GLUED JOINT WYE BRANCH 3" WIDE SAFETY GREEN MARKER TAPE 18" FROM PIPE IMPRINTED WITH "CAUTION-BURIED SEWER LINE BELOW' SKI ROPE TERMINATED AT GROUND SURFACE IS REQUIRED 1/2"x4'FENCE "TEE"POST 3" WIDE SAFETY GREEN MARKER TAPE 18" FROM PIPE IMPRINTED WITH "CAUTION-BURIED SEWER LINE BELOW' SCH 40 PVC CAP 1/2"x4'FENCE 1/"TEE" POST LOOP CONTINUOUS TRACER WIRE 12 GAUGE SOLID COATED COPPER or 14 GAUGE COATED COPPER CLAD STEEL (GREEN JACKET) 6" ABOVE PIPE ROTATE BENDS AS REQUIRED TO ALIGN SERVICE BRANCH WITH SERVICE PIPE SANITARY SEWER SERVICE LATERAL 2" CORPORATION COCK POLYETHYLENE TUBING & 2" COPPER TUBING 3/4" BRONZE STOP 3/4" CURB STOP SECTION !'-PROPERTY LINE SINGLE WATER SERVICE CONNECTION " :f;". 1'/.. ,. )1"1<'· ELLIPTICAL PIPE SHOWN ISOMETRIC VIEW Woven Or Nonwoven Fi ller Fabric ROUND PIPE PIPE SECTIONS Securing Device Cost of f i ller fabric jacket to be included in cast of pipe culve rts . FOR ALL PIF'E TYF'ES -CONCRETE PIPE SHOWN STORM PIPE JOINT WRAPPING SCALE: N.T.S. HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u..o:!.;;! ~ Uf~ ~~< >-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE DATE ; ~ 1-~§ ~~ z~ ~~ is OTP 1011012025 /1\ PAVE 11/05/2025 /,\ PAVE 11111/2025 1/2\ CITY 11/14/2025 CHECKED BY: JP DRAWN BY: MPB PRELIMINARY SITE DETAILS 1. THE SECTION ABOVE HAS BEEN DETAILED BASED ON TYPICAL PAVEMENT SYSTEM SPECIFICATIONS FOR THIS LAND USE. ALL PAVEMENT SECTIONS ARE TO BE FINALIZED PRIOR TO CONSTRUCTION. CONTRACTOR COORDINATE WITH A GEOTECHNICAL ENGINEER. 2. ALL PAVEMENT COURSES SHALL MEET MATERIAL SPECIFICATIONS & COMPACTION REQUIREMENTS AS STATED IN A GEOTECHNICAL REPORT. 3. ALL PAVEMENT SYSTEMS SHALL CONFORM TO THE LOCAL STATE DEPARTMENT OF TRANSPORTATION'S (DOT) SPECIFICATIONS. IF THIS PROJECT INVOLVES COORDINATED WORK WITHIN A DOT RIGHT-OF-WAY (ROW), THEN THE CONTRACTOR IS RESPONSIBLE FOR SEEKING ANY ENCROACHMENT PERMIT FROM THE LOCAL DOT. 0 STANDARD DUTY FLEXIBLE ASPHALT CONCRETE(AC)PAVEMENT GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4' CHAMFER P.C. CONCRETE 2. ALL REINFORCING BARS TO HAVE 2" COVER. -FULL DEPTH OF FRAME HEIGHT 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND ~TO OUTSIDE EDGE OF MANHOLE 4. ~~i~ ~:~l_ CONNECT TO THE ENDS OR SIDES OF THE INLET. ~ "P" = PAVEMENT THICKNESS CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. . , • "F' = FRAME HEIGHT 5. ALL REINFORCING BARS TO BE GRADE 60. -:-• . -: 5'- 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR -. •• 7. ~~~~~T;~E~Ei;il:g:~~~~RM DRAIN MANHOLES THAT ARE AT 4 FT OF --=~-:~ 10" DEPTH AND GREATER (FROM INVERT TO RIM). CENTERLINE OF MANHOLE •.L-::. / ~- LID SHALL BE 2 FT FROM THE WALL WHERE STEPS ARE LOCATED. STEPS (6" •1:__ x 12") SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH STEEL CORE ' : 7 AT 16" APART. B. TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS OTHERWISE ~ ~~6~~R~~ ~~~~6~~~~~~:i~~~EER. USE ADJUSTMENT RINGS AS INSET "A" 9. 6~~~:~~~ SsH:!~/N~NTN:~~!g;~~ ~~~~~:/6~E:o~~ THE INLET. CORN ER BAR PRECAST MANHOLE SPECIFICATIONS ASTMC47B CONCRETE: 4000 PSI AE (MIN.) JOINT: WATERTIGHT RUBBER GASKET STRUCTURE SIZING & REINFORCING TABLE INSIDE DIAMETER OF MIN. WALL TOP CONCRETE SL.AB DIMENSIONS OUTLET PIPE THICKNESS REINFORCING 4' 12" -27" 6" #4-'S 8" O.C., E.W. 5' 30" -42" B" #4'S 7" O.C., E.W. 4'MIN. ADSAREADRAINWITH6"N' I TEE AND RISER. REFER ~ TO GRADING PLAN :'.:! HARDWOOD MULCH FOR PLANTINGS. REFER TO '.,..-m~,_,f-....-,1,-1~-......; 60' LANDSCAPE. PLAN ,. ,. •" ,. • • • • • • • • • • •,.,. • • • ENGINEERED SOIL MIX: 40% SAND 20% TOPSOIL 40%COMPOST BACKFILL: NO. 57 STONE OR NO. 67 WASHED GRANITIC AGGREGATE NON-WOVEN GEOTEXTILE SUCH AS MIRAFI 140N _jM (FILTER FABRIC) 1'7-&-7'7'7'7~""7.._..,~~"<7-1- SECTION "A"-"A" 0 ~?TED INLET COMPACT SUBGRADE T090%STD. PROCTOR ELEVATION SCARIFIED SUBGRADE NOTE: ;----j:fEFER TO GEOTECHNICAL REPORT FOR ADDITIONAL DETAILS. 0 ~T~DERDRAIN SECTION 1. THE SECTION ABOVE HAS BEEN DETAILED BASED ON TYPICAL PAVEMENT SYSTEM SPECIFICATIONS FOR THIS LAND USE. ALL PAVEMENT SECTIONS ARE TO BE FINALIZED PRIOR TO CONSTRUCTION. CONTRACTOR COORDINATE WITH A GEOTECHNICAL ENGINEER. 2. ALL PAVEMENT COURSES SHALL MEET MATERIAL SPECIFICATIONS & COMPACTION REQUIREMENTS AS STATED IN A GEOTECHNICAL REPORT. 3. ALL PAVEMENT SYSTEMS SHALL CONFORM TO THE LOCAL STATE DEPARTMENT OF TRANSPORTATION'S (DOD SPECIFICATIONS. IF THIS PROJECT INVOLVES COORDINATED WORK WITHIN ADOT RIGHT-OF-WAY (ROW), THEN THE CONTRACTOR IS RESPONSIBLE FOR SEEKING ANY ENCROACHMENT PERMIT FROM THE LOCAL DOT. HEAVY DUTY FLEXIBLE PAVEMENT SCALE: N.T.S. GENERAL NOTES: 1. ALL EXPOSED CORNERS TO HAVE 3/4' CHAMFER P.C. CONCRETE 2. ALL REINFORCING BARS TO HAVE 2" COVER. -FULL DEPTH OF FRAME HEIGHT 3. SEE GRADING AND DRAINAGE PLAN FOR PIPE SIZES, LOCATIONS, AND ~TO OUTSIDE EDGE OF MANHOLE FLOW LINES. r,_ 4. PIPES SHALL CONNECT TO THE ENDS OR SIDES OF THE INLET. • "P" =-PAVEMENT THICKNESS CONNECTION SHALL NOT BE MADE AT CORNERS OF BOX. _ • • "F" = FRAME HEIGHT 5. ALL REINFORCING BARS TO BE GRADE 60. -::.-• _ --_ P- 6. PRECAST MANHOLE MAY BE USED UNLESS OTHERWISE NOTED OR -. •• DIRECTED BY THE ENGINEER. _ --~-:.f-J• 7. STEPSAREREQUIREDINSTORMDRAINMANHOLESTHATAREAT4FTOF -. -.~! I ~10" <Sb ~l~:!~~~~TFE:o~~~~ ~~~~~~:~~TECP~N1:~~~~c:E~THE~~E(6" *-~--• x 12') SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH STEEL CORE ' -_ 7 AT 16" APART. B. TOP OF MANHOLE TO BE LEVEL WITH FINISH GRADE UNLESS OTHERWISE ~ ~~~~~R~~ ~~~E~i~g~;~~:;~~~EER. USE ADJUSTMENT RINGS AS INSET "A" 9. ~~~~:;;~~ 5sHH~L CN~~N:~~~:~i ~~:~:s ~~EB5a~~ THE INLET. CORNER BAR PRECAST MANHOLE SPECIFICATIONS ASTM C47B CONCRETE: 4000 PSI AE (MIN.) JOINT: WATERTIGHT RUBBER GASKET STRUCTURE SIZING & REINFORCING TABLE INSIDE DIAMETER OF MIN. WALL TOP CONCRETE SLAB DIMENSIONS OUTLET PIPE THICICNESS REINFORCING 4' 12" -27" 6' #4'5 8" O.C., E.W. 5' 30" -42' 8' #4'S 7" O.C., E.W. SECTION "A"-"A" COMPACT SUBGRADE T090¾STD. PROCTOR ELEVATION 0 "~~ERGENCY OUTLET CONTROL STRUCTURE NA0051P02 GASKETED LID, HDPE E/ONE EQUALIZER~ FIELD JOINT REQUIRED FOR MODELS DHl51-129 & DHl51-160 QUICK DISCONNECT ASSY. {304 S.S.) 43.9 in {1115mm) DISCHARGE 1 1 /4" FPT CHECK VALVE ANTI-SIPHON {NORYL) 38.8 in r-:POWER/ALARM CABLE DH 151 / 6 CONDUCTOR W/GND STRAIN RELIEF CORD CONNECTOR ELECTRICAL QUICK DISCONNECT NEMA 6P {EQD) DUAL WALL, CORRUGATED HDPE ACCESSWAY INTERNAL WELL VENT 2.0" DIAMETER INLET, GROMMET TO ACCEPT 4.50" 0.D. PVC PIPE {STANDARD) DUST COVER SUPPLIED FOR SHIPMENT {NOT SUITABLE FOR BURIAL) I l 38.4in {975 mm) 29 in {737 mm) . 21 in 116 gal 17 ,n {534 mm) 1439 L) (432 mm) 84 gal 66 gal {318 L) {250 L) POLYETHYLENE TANK 1/2" NOMINAL WALL THICKNESS 150 GALLON CAPACITY {984 mm)----~-1 SEMI-POSITIVE DISPLACEMENT TYPE PUMP DIRECTLY DRIVEN BY A 1 HP MOTOR CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS NOTE: DIMENSIONS ARE FOR REFERENCE ONLY ® 6/24/'1024 CHK'D &J t•jit=J SEWER SYSTEMS MODEL DH151 DETAIL SHEET NA0051P02 NA0051P06 DHl 51-93 GRADE MUST SLOPE AWAY FROM STAT ION GRADE ,;;>YA VP 41" COVER OVER DISCHARGE L ffi "~ ~r;(ft 43.9" 38.4" ~I~ GRADE • 1/, "., ""' ,_ 50" INVERT DEPTH _J 91.1' ~ ~ ~ ~~11\~~ENT RING II I/ ~ ~038.8"~ ~ @ ~ JVL JG 6/24/2024 CHK'D CONCRETE BALLAST MAY BE REQUIRED SEE INSTALLATION INSTRUCTIONS FOR DETAILS Cil t•jit=J SEWER SYSTEMS NOTE: DIMENSIONS ARE FOR REFERENCE ONLY DISCHARGE: 1-1 /4 in FEMALE PIPE THREAD INLET: EPDM GROMMET FOR 4" DWV MODEL DH151-93 PIPE {STANDARD) NA0051P06 0EONE SEWER GRINDER PUMP @ HFA HFA-AE LTD. 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 £888.520.9685 www.hfa-ac.com <..i -' -' ISSUE BLOCK I,\ TITLE DATE OTP 10/10/2025 I,\ PAVE 11/05/2025 Ii\ PAVE 11111/2025 I /2\ CITY 11/14/2025 DOCUMENT DATE: 10/10/2025 CHECKED BY: JP PRELIMINARY SITE DETAILS I SHEEC10.4 I :~ 9 a, - GENERAL IRRIGATION NOTES: LINE LAYOLIT AND EQUIPMENT PLACEMENT IS DIAGRAMMATIC. ADJUST HEAD AND LINE LOCATIONS ON SITE TO ACCOMMODATE EXISTING JOB CONDITIONS AND TO ACHIEVE 100% COMPLETE COVERAGE. ALL HEADS, LINES, VALVES, AND OTHER IRRIGATION EQUIPMENT SHALL BE LOCATED AND ROUTED THROUGH LANDSCAPE AREAS WHENEVER POSSIBLE AND SHALL BE LOCATED WITHIN THE BOUNDS OF THE PROPERTY. LOCATION OF IRRIGATION CONTROLLER & WEATHER STATION SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR AND/OR OWNER. SEE CIVIL UTILITY PLANS FOR EXACT LOCATION OF WATER METER. SPRAY HEADS SHALL BE ADJUSTED SO AS TO NOT SPRAY UNDER PRESERVED TREES. THE CONTRACTOR SHALL DISCUSS ANY IRRIGATION LOCATED WITHIN AN EASEMENT WITH THE OWNER AND FULLY INFORM THEM OF ALL LIABILITY OF FUTURE DAMAGE TO THEIR SYSTEM BY EASEMENT OWNER. LATERAL LINES TO BE POLYFLEX PIPE SOR 9 CTS MAIN LINE TO BE POL YFLEX PIPE SOR 9 CTS 1/ I 11 I LOT6 ~--0!JE-~~-.:::: - ---------------------- / / '//// E~~-~-~-~-~-~-~-~-~- , / \ /; I; I ·o G---+-G-----G \ ,ll 0 \ \ "' ----s----s ~ \ \ \ \ \ \ "------------ \ \ --" PLANTERS POIN N RE-SUB OF LOT 2 CORTE CAV~~CHELL 1 LL C NORTHW~~~~ 101:~9~~ 104 SU~/ ~ ~ ,-----1li.l'---~__L_----<,-,'----+ PARC~~;::-0~~31~~~241 eel / / / --------------'F=--------~--~~-T"~~=~~~~J -.~ --------------------------NSIO"OO'OO"W052.M(R) --------------------------~--....... .,.,,., I /;" : ;: ~,t}i: T:~ ~·i~ ~--Z I : ;: ' ' ' ' ' ' "'' ~ ' :~ ii z ' ' ' ' ' ---------------------------------------------T-- I I I I I I I I N90'00'00"W3.08'(R) NSr35'43'W3.18'(M) N/F CORTE, CAVE/MITCHELL 1 L LC PARCEL# 46-02-03-0-000-004.240 LOT4 1 I I I I I I I ~ 20 15 10 5 0 u-v- • N 10 I 20 I SCALE: 1 inch = 20 ft. 30 I PROPOSED LEGEND: -TPF----TREE PROTECTION FENCE, SEE DETAIL IRRIGATION SCHEDULE SYMBOL ... MANUFACTURER/MODEL/DESCRIPTION QTY CRITICAL ANALYSIS ~ I © I]] Rain Bird 1806-PRS-1400 Flood Flood Bubbler Bin. popup with pressure regulating device. Install 4 w/ PA-80 adapter. MANUFACTURER/MODEL/DESCRIPTION Rain Bird XCZLF-100-PRF 1" Low Flow, 0.2-10 GPM, with 1in. Low Flow Valve valve and 1in. Pressure Regulating RBY filter and ◄0psi pressure regulator. Area to Receive Dripline Rain Bird XFCV-06-18 XFCV On-Surface Landscape Dripline with a Heavy-Duty 3.5 psi Check Valve. 0.6 GPH emitters at 1a~ O.C. Dripline laterals spaced at 18" apart, with emitters offset for triangular pattern. Great for elevation change. Specify XF insert fittings. MANUFACTURER/MODEL/DESCRIPTION Rain Bird EFB-CP-PRS-D 1" 1in., 1-1/2in., 2in. Brass Remote Control Valve, that is Contamination Proofw/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. Shut Off Valve Rain Bird EFB-CP-PRS-D 1" 1in., 1-1W, 1-1/2in., 2in. Brass Master Valve, that is Contamination Proofw/Self-Flushing Filter Screen. Globe Configuration, Reclaimed Water Compatible, and Purple Handle Cover Designates Non-Potable Water Use. With Pressure Regulator. Watts 919QT 1 • Backflow reduced pressure zone Rain Bird ESPLXME2 12 Station Traditionally-Wired, Commercial Controller. Indoor/Outdoor, Plastic Wall-Mount Enclosure. Rain Bird FS-100-B QTY 447.7 If QTY 1in. Flow Sensor, Brass Model. Suggested Operating Range 2.0 GPM to 40.0 GPM. Size for Flow Not According to Pipe Size. Rain 1 Bird Compatible Contmllers: ESP-LXIVM(P) I LXD I LXME2(P) I ME3, or Controllers Accepting Custom K-Factor and Offset. Install in Rain Bird Valve Box. Water Meter 1" Irrigation Lateral Line: PVC Schedule 40 3/4~ Irrigation Mainline: PVC Schedule-40 1" Pipe Sleeve: PVC Class 200 SDR 21 90.2 If 315.6 If 22.4 If 20 Generated: P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: Flow Available PRESSURE AVAILABLE Static Pressure at POC: Elevation Change: Service Line Size: Length of Service Line: Pressure Available: DESIGN ANALYSIS Maximum Station Flow: Flow Available at POC: Residual Flow Available: Critical Station: Design Pressure: Friction Loss: Fittings Loss: Elevation Loss: Loss through Valve: Pressure Req. at Critical Station: Loss for Fittings: Loss for Main Line: Loss for POC to Valve Elevation: Loss for Backflow: Loss for Master Valve: Loss for Water Meter: Critical Station Pressure at POC: Pressure Available: Residual Pressure Available: Valve Callout @ Valve Numbec # #-valve Flow #" ,__ ____ Valve Size NOTE TO CONTRACTOR: ALL DISTURBED AREAS SHALL RECEIVE SEED OR SOD ACCORDING TO LANDSCAPE PLAN. ALL AREAS RECEIVING SEED OR SOD AND NOT COVERED BY THE AUTOMATIC IRRIGATION SYSTEM SHALL BE HAND WATERED UNTIL VEGETATION IS ESTABLISHED AND ABLE TO SUSTAIN ITSELF IN A CONSISTENTLY HEAL THY CONDITION. 2025-09-26 09:-42 1" 18.2 GPM 70 PSI 5ft 1" 20ft 66 PSI 2GPM 18.2 GPM 16.2 GPM 3 20 PSI 0.02 PSI 0PSI 0PSI 4.52 PSI 24.5 PSI 0.02 PSI 0.21 PSI 0PSI 12.5 PSI 0.2 PSI 0.2 PSI 37.7 PSI 66 PSI 28.3 PSI SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TOSURVEY DATED: 06-09-20.24 40 I HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f888.520.9685 www.hfa-ae.com w ~ " ~ z Q ~ ,' ~ ~ Ii!! '?i·~ ,< • ~i ~~ i ~ 5~ ~~ ·~g i~ 2; !! !i c..i ...I ...I ISSUE BLOCK I,\ TITLE OATE ; ~ I~ ~' <~ ~g ~I i8 OTP 10/10/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11/11/2025 1/,\ CITY 11/14/2025 CHECKED BY: WOW DRAWN BY: JMS PRELIMINARY IRRIGATION PLAN I :~ ~ ~ ~ _gl~ ~~ ~"-"E I " ~ gi ~ ::,OJ '" i~ ~§ ~~ AIR RELIEF VALVE AS SPECIFIED. DRIPLINE OR 1/2' DRIP TUBING. ~ DRIP AIR RELIEF VALVE IN BOX ~ NTS SET CONTROLLER 60" ABOVE FINISHED GRA.DE UNLESS OTHERWISE NOTED. CONTROLLER AS SPECIFIED. SECURELY BOLT CONTROLLER TO WALL. INSTALL BACKUP BATTERIES AS REQUIRED. GROUND AS PER MFG. SPECIFICATIONS. 1/2" PVC PIPE TO I WITHIN 6" OF AVAILABLE 120 VAC ELECTRICAL SOURCE. INSTALLAS PER LOCAL ELECTRICAL CODES. 120V ELECTRICAL OUTLE~ 2" DIAMETER GRAY PVC CONDUIT FOR RCV WIRES FINISHED FLOOR. 18" DIRECT TO LANDSCAPE 24" UNDER PARKING LOTS AND DRIVEWAYS L ' 18' BEYOND STRUCTURE OR TO BOX AS PER PLANS. CONTRACTOR TO COMPLY WITH ALL LOCAL CODES ANO ORDINANCES IN REFERENCE TO PrT CONSTRUCTION, INSTALLATION MID VENTING OF BACKFLOW PREVENTION DEVICE. PLASTIC VALVE BOX WITH LID (lYP.) INSULATED FIBERGLASS ENCLOSURE 4• POLYFLEX PIPE SOR 9 CTS DRAIN PIPE WITH FLOOR PLATE 157 GRAVEL SUMP, 2 CUBIC YARD, WRAPPED WITH FABRIC 11 1--R_ED_U_C_E_D_P_R_E_S_S_U_RE_BA_C_K_F_L_O_W_D_E_V_IC_E _______ _ NTS 7 SET VALVE BOX2" ABOVE FINISHED GRADE OF SHRUB AREA. ABOVE GRADE½" DRIP TUBING. 4" THICK LAYER OF WASHED GRA.VEL. THE BOX SHALL REST UPON THE ROCK BED. DO NOT EXTEND GRAVEL INTO BOX. 1. LOCATE FLASH CAP ASSEMBLY AT THE END OF EACH DRIP LINE. 2. ENSURE THAT THE COILED DRIP TUBING IS OF SUFFICIENT LENGTH TO COMPLETELY EXTEND OUT OF THE VALVE BOX WHEN FLUSHING DRIP FLUSH CAP ASSEMBLY W/ BALL VALVE NTS CD FINISH GRADE/TOP OF MULCH ® ~~i~l~~;:~~DCOVER: © :;~E;:~~~FS~~~E~ECTION: @ IDTAG REMOTE CONTROL VALVE: @ RAIN BIRD 100-PGA (INCLUDED IN CZK-100-PRB-LC KIT) PRESSURE REGULATING BASKET 0 ri~~~~~~l~N B~~-~~O~P1~LC KIT) @ PVC SCH 40 FEMALE ADAPTOR @ LATERAL PIPE @ PV~:i~l:~~rPLE (LENGTH AS (iJ) PVC SCH 40 ELL @ ~□CD~~; :~;~~~gH1~~~LLLENGTH, @ PVC SCH 40 TEE OR ELL @ MAINLINE PIPE @ ;~;HHE~l~:.~~EPTH OF 3/4-INCH AT BOTTOM OF EACH BOX: 1/2" WIRE CLOTH GOPHER SCREEN, WRAP UP SIDES, OVER 6X2X16 CONG. BLOCK CAPS, ONE EACH SIDE {TWO PER BOX). NOTE TO IRRIGATION CONTRACTOR: 1. LOCATE WHERE RAIN CAN FALL DIRECTLY INTO DEVICE AND WHERE IRRIGATION HEADS CANNOT SPRAY INTO SENSOR AREA. 2. INSTALL IN ACCORDANCE WrTH MANUFACTURER'S SPECIFICATIONS. CONTROLLER ~ WIRELESS SENSOR LJ SIGNAL RECEIVER WIRELESS RAIN AND FREEZE SENSOR COMMON WIRE TO VALVES REMOTE CONTROL VALVE fi3\ RAIN SENSOR ~ NTS CONTROL WIRE TO VALVES 10X15 RECTANGULAR BOXES WITH 6' EXTENSIONS AS INDICATED. WATERPROOF WIRE CONNECTORS ON 18" LOOPED WIRES. CABLE TO CONTROLLER SENSOR TERMINAL BOARD, AS MFG. RECOMMEND. REDUCER AS REQUIRED NO VALVES, REDUCERS, OR ELBOWS IN THIS AREA. 10"X15" RECTANGULAR BOX WITH 6" EXTENSION. ISOLATION BALL VALVE AS SPECIFIED, SAME SIZE AS MAIN LINE. SCHEDULE 80 THREADED NIPPLE ADAPTER. AS REQUIRED. @2 BRASS BALL ISOLATION VALVE NTS 2" MINIMUM, 4" MAXIMUM ----, BELOW TOP OF BOX. 10X15 RECTANGULAR VALVE BOX. SET BOX FLUSH TO GRADE. 10 1-M_A_S_T_ER_V_A_L_VE_/_F_LO_W_S_E_N_S_O_R_A_S_S_EM_BL_Y _____________________ _ NTS ® ELECTRIC REMOTE CONTROL VALVE 9 NTS 6 PVC MAINLINE. END FEED EXAMPLE TYPICAL OFFSET 2' FROM ~ HARDSCAPE, ◄" FROM PLANTED AREA. TYPICAL FPT ADAPTER AND COMPRESSION COUPLER I AIR RELIEF VALVE AT HIGH POINT, AS INDICATED. I I CENTER FEED EXAMPLE TYPICAL RAIN BIRD DRIPLINE REQUIREMENTS N.T.S. FINISHED G 6" CLEAR TO FENCE OR HARDSCAPE, WHERE APPLICABLE. MAXIMUM LATERAL LENGTH (FEET) PVC MANIFOLD LINE. EMITTER FLOW RATE GPH 12"SPACING 0.6 0.9 18"SPACING 0.6 0.9 EASY FIT COMPRESSION --+--Ea PSI 20 30 40 50 60 192 136 289 205 350 248 397 281 436 309 254 215 402 337 498 416 573 477 637 529 GRID PRECIPITATION RATES (IN/HR) EMITTER FLOW RATE EMITTER LATERAL I SPACING SPACING o., 0,9 ADAPTER. EASY FIT COMPRESSION COUPLING: RAIN BIRD MDCFCOUP. LANDSCAPE----­ DRIPLINE TUBING. MAXIMUM FLOW PER ZONE MAX GPM PSI LOSS SCHEDULE 40 PVC HEADER SIZE 12 12 0.96 I 1.-4-+ 1/2• 4.7 GPM 7.7 PSI f/4• 1~-~ ~~ ~~ ~~I ~ FLUSH CAP: RAIN BIRD '-r MDCFCOUP WITH MDCFCAP. 18 18 0.69 1.03 24 24 0.28 0.41 LATERAL FLOW PER 100 FT (GPM) ~(j~R I SP!~~NG I sPl~1NG I sP2t~NG 0.6 GPH 11.0 GPM 10-67 GPM I 0.50 GPM 0.9 GPH 1.5 GPM 1.0 GPM ID.75 GPM SLOPED CONDlllON NOTE: 1-112• 33.9 GPM 2.9 PSI 2• 52.4 GPM 1.9 PSI POLY PIPE HEADER SIZE 1/2. 4.7 GPM 8.8 PSI f/4" 1~-~ :~ ~.~ ~~I 1-112• 31.8 GPM 2.9 PSI 2• 52.4 GPM 2.2 PSI 1. DRIPLINE LAlERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE. 4. INSTALL DRIPUNE AT 25'X GREATER SPACING AT THE BOTTOM 1/J OF THE SLOPE. 5. WHEN ELEVAllON CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM 1/3 ON A SEPARATE VM..Vf.. (A't-AIR RELIEF VALVE: RAIN BIRD ? ARVALVEKIT,INSTALLAT HIGH POINT OF SYSTEM. DOGBONE SHAPED l POLYGON SHAPED •c"SHAPED ODD SHAPED CORNER SHAPED CURVED POLYGON HOURGLASS SHAPED >-----SCHEDULE 80 PVC NIPPLE. SET AT 45 DEGREE ANGLE. ;~ CZK-100-PRB-LC 1" LIGHT COMMERCIAL ~§ © ~~TERIOR WALL MOUNT CONTROLLER 0C~ 5 NTROL ZONE KIT 0 :~RN ROTOR MARLEXASSEMBLY 2 ~?PUP BUBBLER AT PLANT PITW/ SWING JOINT 0 :~RF SPRAY MARLEXASSEMBLY L...;;:=::....-----------------=-----------------..;;;:;:...... ________________ .....;;:;:;;_ _________________ =----------------....J HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 f888.520.9685 www.hfa-ac.com ~ li!I 00 ~ '?i-~ ,< • " ~i ~~ ~ ~, aa ~ ~~ w~~ ~ 1~ ,, ,' !~ !i ~ <..i ...I ...I UJ (/) UJ z LJ.. § u,~ LJ.. 0 o::>-w u o~~ ~ Igw UJ ~'CO. ~o Cl'. UJ"' I cc ~i ~ .... ISSUE BLOCK I,\ TITLE DATE ; ~ I~ ~' <~ ~~ ~I is N a ~ ~ "' w OJ " ::, z a 0: 0. OTP 10/10/2025 /1\ PAVE 11105/2025 /,\ PAVE 11111/2025 1/,\ CITY 11/14/2025 CHECKED BY: WDW DRAWN BY: JMS PRELIMINARY IRRIGATION DETAILS PLANT SCHEDULE *AU. PROPOSED TREES COME FROM THE CITY OF FAIRHOPE TREE LIST PER ORDINANCE NO. 1444 AND THE ALABAMA FORESTRY COMMISSION RECOMMENDATIONS: HTTPS://FORESTRY.ALABAMA.GOV/PAGES/MANAGEMENT/FORMS/FOREST TREES ALABAMA.PDF SYMBOL CODE BOTANICAL/ COMMON NAME OVERSTORY TREES 0 AB Acee cobrum 'Bowhall' I Bowhall Red Maple 0 BR Belula nigca I Rive, Birch ~ FG Fcaxinus pennsylvanica I Gceen Ash UNDERSTORY TREES I\ u CO2 Cotinus obovatus I American Smoke Tree 2" Cal. 2" Cal. 2" Cal. 2" Cal. Azalea viscosum / Swamp Azalea 3 gal. llex glabra 'Compacta' I Compact lnkberry 3 gal. CONTAINER QTY B&B B&B B&B B&B 20 14 SYMBOL CODE BOTANICAL/ COMMON NAME SIZE CONTAINER SPACING QTY GROUND COVERS ~ CD Cynodon dactylon / Bermudagrass sod ~ PV Panicum virgatum / Switch Grass 3 gal. f I+ I+ I+ I+ I] SL Schizachyrium scoparium I Little Bluestem 1 gal. '/ I ' I " I ' 24,248 sf 379sf 328sf I Mature Height 45' / Mature Width 15' Mature Height 40' / Mature Width 40' Mature Height 40' / Mature Width 40' Mature Height15' / Mature Width 25' I I / 1/ I 1/ -------~-- / / I I / ~f I I I I ~\ ~ i\ \ "1/ \ ~ \ \ \ . ~~:\:i \ ER TO SITE DETAILS F \ 2 fi $ 2 ?/ / 2 ~ ~ It ---1------s ~ I )i ,q.~,;,rr / ~~~~~ ! J :' / ,it : ...... ,,;'.'(~i .•.• 11;~ •·-:,0s ·.·.·~\ '1 . ,·.·.· " :~~:::~~:+~c~\1.cs.-~~--~t~ == ::::::J ' j ::.~:~~~~~~:;".· . .!:-==--....,,,,__ :::\ f UI -~~"-c:;-'7-;::J',;c-----'<:::::-'----'-\ ';! I .,,.,;;-------'T";;~---:-------<-----r-iu: ! ~:;:uc::~~;~~~~o~i-~4~ ~ I z , ,or• ~--1 n 1.--'--, --J1_ ;;;; wi lfi ' --i~--;: JURISDICTION ZONING LOT SIZE BUFFER SITE SITE DATA CITY OF FAIRHOPE B-2GB 1.01 AC LANDSCAPE REQUIRED: *ALL INTERIOR DEVELOPMENT & VEHICULAR USE AREAS (VUA) SHALL BE SEPARATED FROM ROW FRONTAGE VIA 10' LANDSCAPE BUFFER. 'SECONDARY PERIMETER-ALL INTERIOR DEVELOPMENT & VUA LOCATED AT INTERSECTIONS SHALL BE SEPARATED BY 6' LANDSCAPE BUFFER. 'THESE LANDSCAPE BUFFERS SHALL BE PLANTED WITH A SOLID UNBROKEN VISUAL SCREEN AT LEAST 48" H, EXCEPT 4' ON EACH SIDE OF PERMITTED ACCESS WAYS. *MIN. 60o/o LANDSCAPING BETWEEN BUILDING WALL AND PUBLIC ROW 195BSF* .60 -1175SF PROVIDED: 10610SF REQUIRED: FRONT SETBACK MUST CONTAIN AT LEAST ONE OVERSTORY (MATURE HEIGHT/WIDTH 401 FOR EVERY 30 LF OF ROAD FRONTAGE. MUST BE PLANTED WITHIN 25' OF PL. (185 LF/ 30 • 7 TREES) PROVIDED: HAS 6 EXISTING TREES; ONE PROPOSED TREE . 7 TOTAL TREES REQUIRED: MUST CONTAIN ONE OVERSTORY {MATURE HEIGHT/WIDTH 4-01 FOR EVERY30' OF REMAINING OUTSIDE LOT PERIMETER. (559 LF/ 30 • 19 TREES} PROVIDED: HAS 4 EXISTING TREES; 15 PROPOSED TREES -19 TOTAL TREES REQUIRED: MUST CONTAIN ONE OVERSTORYOR UNDERSTORY (MATURE HEIGHT/WIDTH 15' FOR EVERY 12 PARKING SPACES. AT LEAST HALF MUST BE OVERSTORY TREES. (7 PARKING SPACES WILL NEED ONE OVERSTORY TREE) PROVIDED: ONE OVERSTORY TREE REQUIRED: 20% OF THE TOTAL PROPERTY (NOT INCLUDING ROW) SHALL BE LANDSCAPED OR 44153.63 • 20 -8830 SF PROVIDED: 24348 SF OF LANDSCAPING IS PROVIDED REQUIRED: VEHICLES ARE NOT ALLOWED TO HANG MORE THAN 2' INTO LANDSCAPING A MIN. OF (4) DIFFERENT TREE SPECIES ON EACH SITE WITH AT LEAST (1) SPECIES BEING AN OVERSTORY TREE. PROPOSED LEGEND: -TPF----TREE PROTECTION FENCE, SEE DETAIL ----LSL----LANDSCAPE SETBACK LINE LANDSCAPE NOTES: 20 15 10 5 0 u-.- • N 10 I 20 I SCALE: 1 inch = 20 ft. 30 40 I I 1. LANDSCAPE PLANS ARE FOR THE LOCATION AND IDENTIFICATION OF PLANT MATERIAL ONLY. NO OTHER WORK IS TO BE PERFORMED BASED ON THESE PLANS. 2. QUANTITIES ON THE PLANT SCHEDLA.E ARE PROVIDED FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS/HER OWN QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BElWEEN THE LANDSCAPE PLANS AND THE PLANT SCHEDULE, THE LANDSCAPE PLAN WILL TAKE PRECEDENCE. THE CONTRACTOR SHALL INFORM THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DISCOVERING ANY QUANTITY DISCREPANCIES. 3. THE CONTRACTOR SHALL NOT CHANGE OR SUBSTITUTE PLANT VARIETIES OR SPECIES WITHOUT PRIOR WRITTEN APPROVAL FROM THE LANDSCAPE ARCHITECT. 4. CONTRACTOR SHALL TAKE 3 REPRESENTATIVE SOIL SAMPLES OF EACH PROPOSED PLANT BED AND SUBMIT COPIES OF THE RES UL TS TO THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING WORK. 5. CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE OF ALL PLANTING HOLES AND PLANT BEDS PRIOR TO INSTALLATION. 6. STUMPS LABELED FOR REMOVAL SHALL BE EXCAVATED, NOT GROUND. REMOVE ANY DEBRIS FROM THE HOLE, FILL WITH TOP SOIL, COMPACT AND RAKE SMOOTH PRIOR TD INSTALLING NEW PLANT MATERIAL. 7. TOPSOIL WILL NOT BE STOCKPILED FOR RE-USE IN LANDSCAPE WORK. CONTRACTOR SHALL IMPORT TOPSOIL AS REQUIRED TO COMPLETE LANDSCAPE WORK. PROVIDE NEW TOPSOIL THAT IS FERTILE, FRIABLE, NATURAL LOAM, SURFACE SOIL, REASONABLY FREE OF ROOTS, STUMPS AND LARGE STONES AND FREE OF BRUSH. WEEDS, LITTER, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. OBTAIN TOPSOIL FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOPSOIL ONLY FROM NATURALLY, WELL DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LESS THAN 4 INCHES. DO NOT OBTAIN FROM BOGS OR MARSHES. PLANT MATERIAL SHALL BE PLACED AS SHOWN ON THE LANDSCAPE PLANS. 8. PLANTING SOIL MIX FOR TREES, SHRUBS, AND GROUNDCOVERS SHALL CONSIST OF THE FOLLOWING: 80% TOPSOIL 20% PREPARED ADDITIVES (BY VOLUME AS FOLLOWS): - 3 PARTS -ORGANIC SOIL CONDITIONER (NATURE'S HELPER OR EQUAL) - 1 PART -STERILIZED COW MANURE (OR EQUAL) -COMMERCIALLY AVAILABLE STARTER FERTILIZER@ RATES SPECIFIED BY MANUFACTURER -LIME (AS RECOMMENDED IN SOIL ANALYSIS) 9. QUALITY OF PLANT MATERIAL: ALL PLANTS SHALL CONFORM TO THE CURRENT VERSION OF THE AMERICAN STANDARD FOR NURSERY STOCK(ANSI 260.1). PLANT MATERIAL SHALL BE FREE OF DISEASE AND/OR INSECTS, AND SHALL HAVE A HEAL THY ROOT SYSTEM WITI-l NO CIRCLING OR KINKED ROOTS. CONTAINER PLANTS SHALL NOT BE ROOT BOUND. PLANT MATERIAL SHALL CONFORM TO THE CURRENT STANDARDS OF THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI 260.1-2004). TREES SHALL HAVE STRAIGHT TRUNKS, DENSE CANOPIES AND STRONG BRANCHING WITH GOOD CROTCH ANGLES. CONTRACTOR SHALL SUBMIT GRADE PHOTOS OF EACH TREE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY. ALL PLANT MATERIAL SHALL BE SUFFICIENTLY WATERED TO WET THE ENTIRE ROOT BALL WITHIN TWO HOURS OF PLANTING. 10. INSPECTION AND APPROVAL OF PLANT MATERIAL: ALL PLANT MATERIAL SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT UPON DELIVERY TO THE SITE, PRIOR TO INSTALLATION CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT AT LEAST LEAST ONE WEEK NOTICE PRIOR TO PLANT DELIVERY. 11. NEW SHRUB AND GROUNDCOVER PLANTING SHALL BE A MINIMUM OF 36" AWAY FROM EXISTING TREES. 12. CONTRACTOR SHAU. REMOVE ALL PLANT TAGS AFTER APPROVAL OF PLANT INSTALLATION BY LANDSCAPE ARCHITECT 13. MULCH ALL PLANT BEDS AND TREE RINGS WITH FRESH, CLEAN HARDWOOD MULCH TO A MINIMUM DEPTH OF FOUR (4) INCHES. DO NOT PILE MULCH AROUND THE BASE OF PLANTS OR TREE TRUNKS. ALL MULCH EDGES SHALL BE NEATLY TUCKED. ALL STRING AND/OR BAILING WIRE SHALL BE REMOVED. DUST SHRUBS ANO GROUND COVER AFTER MULCHING TO REMOVE LOOSE HARDWOOD MULCH FROM THE PLANTS. 14. BED PREPARATION FOR SOD INSTALLATION: REMOVE EXISTING VEGETATION WITHIN THE APPROVED BE□LINE.IFTHEEXISTINGSOiliscoMPACTED OR OTHERWISE UNSUITABLE FOR PLANTING, REMOVE THE TOP 4 INCHES OF SOIL. TILL SUBGRADE TO A MINIMUM DEPTH OF 6 INCHES. REMOVE LARGE STONES, STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIAL. SPREAD 2 INCHES OF TOPSOIL OVER THE PREPARED BED AND TILL INTO THE TOP 4 INCHES OF LOOSENED SUBGRADE. SPREAD THE REMAINING 2 INCHES OF TOPSOIL, RAKE SMOOTH AND ROLL COMPACT. BEDS SHALL BE FINISHED WITH A SLIGHT CROWN AT THE CENTER TO ALLOW WATER TO SHEET FLOW TO THE SIDES. WATER THE BED IMMED~TELY BEFORE LAYING THE SOD SO THAT THE TOP INCH OF SOIL IS MOIST. ALLOW WATER TO PERCOLATE SO THERE IS NO STANDING WATER. LIMIT PREPARATION TO AREAS THAT WILL BE SODDED THAT SAME DAY. 15. MAINTENANCE: CONTRACTOR SHALL MAINTAIN ALL PLANT MATERIAL FROM THE TIME IT IS INSTALLED UNTILFINALACCEPTANCE OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO MOWING, EDGING, WEEDING, WATERING, PRUNING, FERTILIZING, ETC. 16. WARRANTY: CONTRACTOR SHALL PROVIDE A ONE-YEAR WARRANTY ON ALL PLANT MATERIAL AND LABOR. ~ERIOD SHALL BEGIN UPON FINAL COMPLETION OR WHEN THE OWNER TAKES OVER MAINTENANCE, WHICHEVER OCCURS FIRST. THE CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE PROJECT DURING THE WARRANTY PERIOD TO ENSURE THAT THE ESTABLISHMENT RATE OF GROWTH IS ADEQUATE. ANY METHODS OR PRODUCTS DEEMED NOT NORMAL OR DETRIMENTAL TO GOOD PLANT GROWTH SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IN WRITING. FAILURE TO INSPECT AND REPORT WILL BE INTERPRETED AS APPROVAL, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REPLACEMENTS. CITY OF FAIRHOPE LANDSCAPE NOTES: 1. TREES MUST BE OBTAINED FROM A REPUTABLE SOURCE. TREES HAVE BEEN DUG IN THE WILD WILL NOT BE ACCEPTED. 2. MAINTENANCE OF NEW PLANTINGS IS THE RESPONSIBILITY OF THE PROPERTY OWNER. THERE WILL BE (2) REQUIRED CONFORMANCE REVIEWS TO CONFIRM THE ESTABLISHMENT OF THE LANDSCAPE. THE FIRST WILL BE IN (6) MONTHS AND THE SECOND IN (12) MONTHS. ANY FAILURES OF THE LANDSCAPE MUST BE REPLACED BY A SPECIFIED DATE DETERMINED BY THE CITY HORTICULTURIST. 3. ANY VEGETATION PLANTED OR RETAINED TO FULFILL THIS ORDINANCE, WHICH DIES, BECOMES DAMAGED OR DISEASED, MUST BE REPLACED BY THE PROPERTY OWNER. THE PROPERTY OWNER. THE PROPERTY OWNER MUST NOTIFY THE CITY HORTICULTURIST WHEN THE REPLACEMENT HAS BEEN SCHEDULED AND PLANTED. FAILURE TO REPLACE TREES THAT DIE WILL RESLA..T IN THE PENAL TIES. SURVEY PROVIDED BY: US SURVEYOR 4929 RIVERWINDE POINTE DRIVE EVANSVILLE, IN 47715 1-800-TOSURVEY DATED:06-09-2025 HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com 00 ~ " ~ ~ ~ ,' ~ ~ 1~,; u....!.;;! ~ Uf~ ~~< >-~:'" !~ ~~ ~~ HU <..i ...I ...I ISSUE BLOCK I,\ TITLE ~ ! I I i I i ' i ~ DATE ; ! 1-~§ <~ ~~ ~~ is OTP 10110/2025 /1\ PAVE 11/05/2025 /,\ PAVE 11111/2025 1/2\ CITY 11/14/2025 CHECKED BY: WDW DRAWN BY: JMS PRELIMINARY LANDSCAPE PLAN I SHEETL 1.0 LANDSCAPE PLANTING BED = 1. ¾• NYLON STRAP MAY BE USED IN PLACE OF RUBBER HOSE {GU'r1NG OF TREES NOT REQUIRED UNLESS SPECIFIED). 2. REMOVE WIRE OR NYLON TWINE FROM BALL. 3. INSTALL TOP OF BALL 2" ABOVE FINISHED GRADE (ADJACENT UPHILL GRADE). 4. SOAK ROOT BALL AND PLANT PIT IMMEDIATELY AFTER INSTALLATION OF PLANTING. 5. LENGTH OF RUBBER HOSE TO BE ½ THE CIRCUMFERENCE OF TREE CALIPER. 6. PLACE 2 WOOD STAKES PARALLEL TO STREET OR PARKING LOT. 7. 4" SAUCER WILL BE OUTSIDE OF BACKFILL. 8. SET TREE IN VERTICAL PRIOR TO STAKING. 9. SEE LANDSCAPE SPECIFICATIONS FOR ANY OTHER PLANTING REQUIREMENTS. 10. THIS DETAIL APPLIES TO BOTH SINGLE AND MUL Tl-STEM TREES. TREE PLANTING ON SLOPE SCALE: NTS 1"x16" TAPERED SlEEL ST AKE (.30 " O.C. MAX) NOTES: 1. Alltrees shownonthisplantoberetainedshallbeprotectedduringall phasesofdemolilion/c:onslructionwithlemporaryfencing.ltshallbelhe generalcontractorsresponsibilitytocoordinatewithlandscape contractor. 2. Tree protection fences shaa be installed prior to the commencement of anysilapraparelionwork{claaring,grubbingorgreding).Claaringshall be done by hand. 3. Fencesshallcompletelysurroundtreeorclustersoftrees; shall be located 5' from the outennost Hmits of the tree Oranches (drip line); and shallbemaintainadthroughoutlheconstructionbycontractor.Projactin order1opreventthefollowing: A. Soilcompactionintherootzonearearesullingfromvehiculartraffic orstoregaofaquipmentormal&rials. B. Rootzonedislurbancssduetogradechangas(greaterthan6 inohesoutorfill)or1renohing. C. Wounds to exposed roots, trunk or Nmbll by mechanical equipment. D. other activities detrimental to treas such as ct,1;1mi,;:al storage, cementtruckcleanlng,andflres. 4. EXct1ptions to installing fencas 5' from tree drip linas may be permitted in the following cases: A. Wherepermeablepavingistobeinstalled:erectlhefenceatlhe ouler Nmitsoflhapermeablepaving11re11. B. Wheretreesarec:losetotheproposedbuilding:erec:tlhefenceno closerlhan6feettolhabuilding. 5.1M7areanyoftheabov1i1exceptionsresultinafencab1;1ingclosarlhan4 feettoatreetrunk,protectlhetrunkwithstrapped-onplanklngtoa heighlof8feel(ortothelimi1soflowerbranches)inaddiliontotha reducedfenolngprovlded. 6.1M7ereanyofthe aboveexceptionsresultinareasofunprotectedroot zones(underdriplines),thoseareasshouldbecoveredwilh4inchesof organic mulch 10 minimize soil compaction. 7. Allgradingwithinprotectedrootzoneareasshallbedoneby hander with small equipment to minimize root damage. Prior to grading, relocate pro1ectivefencingto2feetbehindlhegrade change area. No root over 1inohdiameterwillbecut. 8. Anyrootsexposedbyconstructionactivityshallbeprunedwithaclean cul -n ush with the soil. Backfill root areils with gocxl quality top soil immediately. If exposed root areas are not backfilled within 2 days, cover them with organic material in a ma Mer which reduces soil temparatureand minimizaswaterlossduetoevaporation. 9. Priortoexcavationorgradecuttingwithintreedriplin es,makeaclean cutbatweenthedis1urbedandundisturbadrootzoneswi\harocksawor similar equipment to minimize damage to remaining roots. 10. Trt1esmostheavilyimpactedbyconstn.ictionactivilies shouldba watered deeply once a week during periods of hot, dry weather. Tree crownsshouldbespre)'l;ldwithwal1;1rperiodicallytor1;1ducsdust accumulation on the leaves. 11. Noconduitorutililiescanbeinstalledwithintreeprotectionareas. Any trenchingreq1.1iredfortheinstallalionoflandscapeirrigationshanbe placedasfarfromexistingtreetrunksaspossible. 12. Nolandscapetopsoildressinggreaterthan4inchesshallbepermitted wilhinlhedriplineoflrees. NosoilispermitledonlhellXllflareofany tree. Grading Hmitedto3inchcut. 13.Pruningtoprovide clearancefors1ructures,vehiculartrafficand equipmentshalltakeplacebeforeconstructionbegins. 14.Allpruningmustbedoneaccordingtorecognized, approved standards oftheindustry(referencelhenationalarboristaewcialionpruning standardsforshadelrees}byacertifiedarborislandshallbeapproved and1:1upervis1i1dbyownersrepresentalivaorprojecturbanforester. 15. Damagetotreesorarrynetumlresourceduetocontracto~s negligenceduringthecon81ructionphase shallbeapprai8edbythe ownersrepresen1ativeandorderedrepaired,replaced,or compensated. TREE PROTECTION FENCE SCALE: NTS SOIL & ROOT LAYER TO BE LEVEL WITH TOP OF PAVEMENT 6" OF EXISTING SOIL THOROUGHLY MIXED W/ +• DEPTH OF TOPSOIL ROLL SOD & WATER THOROUGHLY 1/2' EDGER TO BE SMOOTH CLEAN &: PARALLEL TO PAVEMENT SET TOP OF ROOTBALL 2" ABOVE FINISHED GRADE Ml,lCH -1/2" DEEP AT STEM, 3" DEEP BETWEEN PLANTS. CREATE SOIL SAUCER W/ TOPSOIL MINIMUM DEPTH OF 12' PLANTING SOIL FOR GROUNDCOVER BED. EXCAVATE ENTIRE BED SPECIFIED FOR GROUNDCOVER BED. AMEND SOIL PREPARED PLANTING SOIL >S SPECIFEO. NOTE: WHEN GROUNDCOVERS AND SHRUBS ARE USED IN MISSES, ENTIRE BED IS TO BE EXCAVATED TO RECEIVE PLANTING SO IL AND PlANT MATERIAL FENCE POST MIN. 48" HIGH ORANGE CONSTRUCTION FENCE STEEL EDGING SHRUB & GROUNDCOVER PLANTING SCALE: NTS SET TOP OF ROOTBALl 2" ABOVE FlNISH GRADE REMOVE ROPES/SlRAPS AT TOP OF ROOTBAI.L PEEL BACK WIRE BASKET AND BURLAP FROM TOP 1/3 OF BALL REMOVE EXCESS SOIL FROM TOP OF ROOT COLLAR {IF PRESENT) DEPTH, rnlSH GRADE CREATE SOIL SAUCER W/ BACKFILL PLANTING SOIL MIX (SEE PLANTING NOTES) N.QIE: ALL PLANT MATERIAL SHALL BE sumCIENTLY WATERED TO WIT THE ENTIRE ROOT BAJ...L 2 TO 4 HOURS PRIOR TO PLANTING. ROOTBALL DETAIL SCALE: NTS NOTE: BIODEGRADABLE STRAPS (3) AT 120" APART. ATTACH IN A BRANCH CROTCH APPROX. 1 /3 THE HEIGHT OF THE MAIN "'STEM, OR AT FIRST AVAILABLE BRANCH CROTCH ABOVE THAT POINT MULCH, 3" MIN. CREATE SOIL SAUCER W/ TOPSOIL FINISHED GRADE (SEE GRADING PLAN) STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFAClURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. SEE LANDSCAPE NOTES FOR THE lYPE OF Ml,lCH MATERIAL. TO USE. TREES ARE ONLY TO BE STAKED/GUYED >S NECESSARY, ANO ALL STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTAL!ATION. SMALL TREE STAKING SCALE: NTS SCALE: NTS NOTE: BIODEGRADABLE STRAPS (3) AT 12CT N?ART. ATTACH IN A BRANCH CROTGH APPROX. 1 /3 THE HEIGHT OF THE MAIN STEM, OR AT FlRST AVAn.ABLE BRANCH CROTCH ABOVE THAT POINT CREATE SOIL SAUCER W/ TOPSOIL STAKES 2'X2" WOODEN STAKES OR METAL ANCHORS. CUT STAKES LONG ENOUGH FOR SECURE GRIP IN SUBGRADE. ANGLE STAKES 20-30-0FF VERTICAL. USE 3 STAKES PLACED EQUAL DISTANCE N?ART. 4 STAKES MAY BE NECESSARY FOR TREES GREATER THAN 4-• CALIPER. FlNISHED GRADE UNDISTURBED SUBGRADE. STRAPS, WIDE, SOFT, BIODEGRADABLE MATERIAL MANUFACTURED FOR THE PURPOSE OF TREE ANCHORING. DO NOT USE HOSE AND WIRE. SEE LANDSCAPE NOTES FOR THE lYPE OF MULCH MATERIAL TO USE, TREES ARE ONLY TO BE STAKED/GUYED AS NECESSARY, AND "1...L STRAPS ARE TO BE REMOVED AFTER ONE YEAR OF INSTAl.lATION. HFA HFA-AE, LTD. 1705 S. W:a.lton Blvd., Suite 3 Bentonville, Arkansas 72712 t479.273.7780 fSBB.520.9685 www.hfa-ac.com ~ li!I it! 00 Ufi Fu ~ 15U " ~i;i: ~ ~ii ~ m ~ ~, aa ~~ w~~ ~a~ ~ ~~ ,, m ,' !~ !i ~ ll!H <..i ...I ...I UJ (/) UJ z IL § in~ IL 0 o::>-w (.) o~~ ~ Igw UJ ~";-0. ~o Cl'. UJ <( I a:, ~i~ ,-.. ISSUE BLOCK I,\ TITLE DATE ; ~ I~ ~' <~ ~~ ~I is OTP 10/10/2025 ~ PAVE 11/05/2025 /,\ PAVE 11111/2025 I/,\ CITY 11/14/2025 CHECKED BY: WOW DRAWN BY: JMS PRELIMINARY LANDSCAPE DETAILS I SHEETL 1.1 US S u rveyor Internal Use Only= XXX ## xx/xx AL TA/NSPS LAND TITLE SURVEY r ~ j ~ ( NOTES CORRESPONDING TO SC HEDU LE B ) ( STANDARD LEGEND ) /IS PER COl.1WTMENT NO. NGS l 12649JAI 1 ORI DATED II INF 30 2025 G ® @) G G G @) 0 @ 11 . Oil, Gas and Mineral Lease from Al . Corte, Jr., <ilso known as Atilio I. Corte, Jr. and Bortiara Y<irbrough Corte to Amerod<i Hess Cor,ior<ition, filed for record December 8, 1976 in Deed Book 510, Page 269 . BLANKET IN NATURE, NO ITEMS TO PLOT 12. Right-of-Woy from Barbara Y. Corte to The Utllttles Boord of the City of Foley, doled June 24, 1998, filed for record in Real Properly Book 845, Page 623 . IS NOT ON OR DOES NOT TOUCH 13. Release of Damag es set forth in Deed to the stat ~ of Alabama doted January 24, 20 14, record ed as Instrument Number 1+39234. BLANKET IN NATURE, NO ITEMS TO PLOT 14. Non-Exclusive Easement for Ingress, Egress and Utilities from Barbara Y. Corte to The Sanctuary, LLC, doted April 27 , 2005, recorded as Instrument Number 887981. IS NOT ON OR DOES NOT TOUCH 16. Building setback lines, drai nage and utilrty eosamenls, terms, conditions and restrictions as se-t out on recorded plQ t of soid subdivision on Slide 2954-8, Slide 2954-C and com1ct1;1d in Doc # 2189244. SHOWN HEREON; ~ULTIPLE DRAIN AGE AND UTlUTY EASEMENTS ALONG WITH 15' SIDEWALK EASEMENT SHOWN APPROXIMATE HEREON 18. OrainagB Easement granted to State of Al obomo Deportment of Transportation recorded as Instrument Number 1883828. SHOWN HEREON 19. Term, Conditions, and Restrictions on use of subject property as set forth in Memorandum of LBOS B betwB en Corte, Cove/Mitchell 1, LLC, as Landlord and Publix Alabama, LLC, as Tenant recorded as Instrument Number 1888619 . NO ITEMS TO PLOT 21 . Declora1lon of Covenants, Conditions, Restrictions and grant of Easement recorded as Instrument Number 1888620. As amended by the Amendment to Declorotion of Covenants, C011ditioos, Restrictions and Grant of Easements, recorded on February 20, 2024 as Instrument Number 20108011 . Further amended by Second Amendment to Declaration of Covenants, Conditions, Restrictions and Grant of Easements, recorded on Apri l 4, 2025 as Instrument Number 2180246. SHOWN HEREON-10' UTILITY EASEMENT AL.ONG REAR SIDE OF SUBJECT PROPERTY 22. Permanent Ingress Egress Access Easement granted to Lots 2, 3,4, 5, 6, 7, 8 and 9 as shown on Planters Pointe Subdivision Slide 2954-8 os contained in Doc# 2 137580 . SHOWN HEREON • ~g~p~~EN'¾N~NG ~ POWERPOLE -5!5 -SAN. SEWER UNI': Q MONU~EITT SET (-GUY WIRE €) SEWER WA.'MOLE «-MM. NAIL FOUND -¢-LD-IT POLE @ GREASE Tl1AP ® w.c NAI L SET '(St-osmrrr UOHT POLE ctP CLEAN OlJT X ~M'\RK>/5 NOTED 18] B..EC."!RmSFORMER -SD-STORU DRAIN UNE .. R.R.SPIKEFOUNO -E-BURIED EL.ECTRIC @ STORf.l DRAJNMANHOLE 6,.R.R.SPIKESET 0/HE O'.'ERHEADELECll'tlC ~ ~ BENCHMARK © ELECTRIC W.NHOLE @ I!'] ELECTRIC METER CONC.R/'NMAAKER Eii) ELECTRICBOX (111111 (R) RECORD DATA ~ GENERATCfl III (M) MEASURED DATA ES'] El.ECTlllCALVAlU [ffi TELEPHONE PEDESTAL (C) CALCULATW DATA ~ UECTRICAL PEDESTAL lll!il TELEPHONE VAll.T R/W RIGlfT OF WAY -W-w.t.TER LINE CD TELEPHONE MANHOLE BSL!W:KSETUNE © WATERMANHOLE ~TELEF'HONEPOLE RCPREINFORCEOCONC~IPE ~ WATfflVJ,J_Vf. -T-ID.EPHONEUNE ~;'3t!:;"!~E METAL PIPE~ =~ Oftfj ~~~flONE ~ METAL -A-BACK FLOW llllJ TELEPHONE UARKER ~~~G::;DLEVEL ~ ~~~OO =~-===~ 1/S LAN DSCH'ING ~ WATER VAULT ojH:; OVERHEAD CARL£ ~nJEL TI\N~LID ~ GASVAI...\IE ll:] CJ>BLE BOX ''i F\.AGPCH I]] GASUITER [l:el CABLEPEDESTAL UNKNOWNt.WIHOLE r;;;o UNDERGROUND IE] UNDERGROUND """ G1iS w.R~ER CABI..[ MAflKER [W] :o:c:~~~~ -~-~ ~Ha.E @ ~~~MUNlrATIO~ IMil UNKNOWN VAIJLT METAL TSe lRAFR: PQ..E [El ~~fLMUNICATlONS ': :~x i = =~ox ~ J~W1MU UNICATIONS B.HQ BORE HOLE i lRAfR: VAULT t!fil ~~ OPTC M.WQ MONITORING WELL STOP SIGN --~,~ @ DECIDUOUS TREE SIGN THEM!Ja'IESYMBClLS MAKENO STATEMENT AS TO OWN ER5HI PUNL.ESSNOTEDOTHEl!Wl5E IMPROVEMENT NOT ES THIS IS A LI STING OF OBSERVED IMPROVB.I ENTS THAT CROSS DEED LINES STATEMENT OF OWNERSHI P DR POSSESSION ,S NOT THE INTENT OF THIS LISTING. <3> NONE [ LEGAL DESCR IPT ION ) ( SURVEYOR NOTES ) Lot 5 of Planters Pointe Subdivision Re-sub of Lot 2 NW corner Hwy 181 -Hwy 104 Sub os THIS SUMY IS SUBJ ECT TO ANY AND ALL ENFORCEABLE RESTRICTIVE COVENANTS. recorded on Slide 2954-B and Slide 2g54 -C, and corrected in Doc fl 218D244, Baldwin County, Alabama . TOGETHER WITH AND SUBJECT TO o non-exclusive .,osement , for ingress, egre s~, and utilities, ITEMS LISTED BELOW MAY REPRES ENT AN EASEMENT THAT WAS Nffi SHOWN IN SCHEDULE B DOC\JMENTS ~~er S~~: ;~~Elo~n~ %1~~ct~:nrth:t'~1a~ar~:~o~e~w~s 11~st~:e~t04Ni~~~;is\cen57~;/~n°~~~ @J NON E Office of the Judge of Probate, Baldwin County, Alabama, which is hereby reserved unto the granter, its successors and/or assigns for the bBnefit of its adjoining property and any future development thereof. Said eonm ent being more portlculoriy described as follows: I I "y ----~~:4.15_\.: Y o~#,~'<o 1 / <t~~C\~.;-LS ~ I <;"~ {, I TITLE DETAIL SCALE: 1-=200' I /G I I 4 t,: I I I )3 I .J I LINE BEARING DISTANCE P.0.8. -, ~ L 1 N 00"04'20n W 863.28 TOGETHER WITH I I I L2 S 89"J9'53 w E 574 .80 ' AND SUBJECT TO~'\ J I I ~~ ~ ~~:~~:~~:: ;~::~~: ,---------L2 _________ 0~Lt~*·-poe-·-·~ L5 N 90"00'00" E 85.53' I i "TOGETHER I L6 S 33"25'46" E 54.46' I WITH I t~ ~ ~g:~~·.~~ .. : ;~:~;: I I LOT 1 L9 s oo•oo'oo" E 223.23' ~1 1~ L 10 N 89"39'53" W 100.29' NI _J L11 N 90"00'00" W 35.00' LOT 1 I ~ -·-·- -----J L 12 s 00-00·00" E 370.80' PLANTERS P OINTE SU B DIVI SION I I j L13 s 28·05:08:: w 54.29: co:JEi-Z~ Wri'0t81~ N~~!81uB I I i t;; ~ ~~:g~.~~N: ~;:,~~g ' SLIDE 2954--B AND SIJDE 2 9 5 4--C J l LOT l I ~:~ ; ~~:~:~~.:; ;!~4!?' C j ~L __ LM _~ L18 s 89"39'55" E 110.00' I ~ TOGETHER WITH n L19 N 44·49'57" W 42.3+' I "% ~ L20 s oo·oo·oo" E 165.96' 1 Jo f_ ~ L21 N 45"00'00" E 20.51' ,..,;• ~:J L UT ~ L22 N 90·00'00" E 244 .33' u.5. J, L23 s 45·00'00" E 20.s1· 1--;::-ToGE."I'HER-wiTH c.LZ _J L24 s oo·oo·oo N E 768.94" I ,y---L22--"' <t-------1 L25 S 45'10'03" W 40.16' I l ~b L26 S89"36'55"E 100.00' I POC ~d L27 N 44"49'57" W 35.25' I TOGETHER WITH I ~ LOT 3 _, LOT 4- L28 N 00"11'11" E 178.92' I AND SUBJECT TO I I 1 L29 N 90"00'00" E 2 .50' I ,, / j ~ ~ ) uo N oo·oo·oo" w 59.09' iL ..=.. ____ ..::2...u.a1 _ _ _ _ .L2.6.~ ____ .../ L31 N 15"07'31" E 77.22' STATE HIGHWAY 104 u2 N so·oo'oo" E 166.44' L33 N 00"15'38" E 4-5.00' L34 N 90-00'00" W 166.58' L35 N oo·oo·oo" w 359 .87' CURVE Cl C2 C3 C4 cs cs C7 CB C9 C 10 C11 Cl2 Cl3 RADIUS 50.00 ' 87.00 ' 150 .00' 175 .00' 88.00' 313 .00' 187 .00' 5 1.31' 137 .02' 27.40 ' 14.50 ' 90.82 ' 69.50 ' ARC LENGT H 78.84' 10.46' 271 .18 ' 20.46' 79.92' 36.73' 145.86 ' 69.64' 45.86' 16.34' 20.09' 87.89' 109 .17' CHORD LENGTH CHORD BEARING 70 .92' N 45'10'03" E 10.4 5' S 03"26'37" E 235 .73 ' N 44·54'29M E 20 .45' S 86"38'58" E 77.20' S 63"58'56" W 36 .71' S 41"19'36" W 142.19' S 22"20'40" W 64.42' S 01"26'16" W 45.65' N 31"55'31M W 16.10' N 03"01'40 W 18.52' S 50"19'22" w 84.50' N 52'33'46~ E 98 .29' N 45'00'00M W ' ( I {/l ;' el "" § '" ~ ,< g: ~ § N ~ \NCOUNTER DR ST HWY 10 4 's 1T E VIC INITY MAP NOTTO SCALE ~ N • 30' O' 30' 60' --~ """ SCALE: 1" = 30' ~ISDRMl:NGWIISCIEAIEDTOEEVIEWEDtl Dl'llfORMAl. FfTISREPROOOCW OR','iEWEO INPDrOR NfJOTHER ~ICf'ORl/,0,T, IT ~y OOfBETO SCM.E NORTH IN DEX IS G RID STATE PLANE AL W ES T ./ ) Commencing ot the Southw"'t corner of ~old Lot 2, NW Corner Hw)I 181 -Hw)I 10+ Subdivision ; thence run N-00'04'20"-W, 863.28 feet lo the o point ; thence run S-89"39'53"-E, 574.80 feet to th e Point of Beginning: thence run Northeasterly along o curve to the left hoving o radius of 50 .00 feet, o chord of which beors N-45"10'03"-E, 70.92 feet, on ore distance of 78,83 feet to c point; thence run N-OO"DO'OD"-E, 154.18 feet to a point; thence run NorthwBsteriy olong o CUN<!! to th<!! IBft having o radius of 87.00 feirt., a chord of which bears N-03"26"37"-W, 10.45 feet, on ore distance of 1D.+6 feet to c point; thence run N-06"53'06"-W, 118.06 fBel lo o point; thence run Northeasterly along o curve to th e right having a radius of 150.00 feet, c chord of which been N-44"54'29"-E, 235.73 feet, on arc distance of 271 .19 feet to o point : th ence run Southeasterly alonQ o c~rve to the left having c radius 175.00 f eet, o chord of wh ich bears S-86"38'58"-E, 2D.45 feet , en ore distance of 20 .47 feet to a point: thenc e run N-9o·oo·oo·-E, 85.53 feet to o point on the West right-af-woy of State Route 181 ; thence run S-33"25"46"-E along said West right-af-woy of Slote Route 181 , 54.46 feet to o point ; thence run S-00"15 '38"-W along soid West: right-of-wo)I of State route 181, 36 .55 feet to a point; thence run N-9o·oo·□o·-w leaving said West right-of-way of Stole Route 181, 89.75 feet too point; thence run Southwesterly olonQ o curve to the left having o radius of 88.00 feet. a chord of which beors S-63"58"56"-W, 77.20 feet, an ere distance of 79.92 feet to o point; th ence run Southwesterly clang a cur,e to the right having o radius of 313.00 feet, o chord of which b.,ors S-41.19'36"-W, 36.71 feet, on ore distance of 36 .73 feet to o point; thence run Southwesterly along o curve to the left having o radius 187.00 feet, o chord of which beers 5-22"20"40"-W, 142.19 feet, on ore distance of 145.85 feBt to c point; thencB run S-DO"DO'OO'-E 223 .23 feel to c point; thence run N-89'39'53"-W, 100.29 feet to the Point of Beginning , containing 1.17 ocres, more or less :1 TDC : 116.~' INV· 111.7P ' I I I I I @ \ co\ C "' ! I I C ·11 / I I • TOGETHER WITH o permanent ingress/egress access easement appurtenant described as: Beginning ot the Northeast comer of Loi 1, as recorded on Slide 2954-B in the Office of the Judge of Probate. Baldwin County. Alobomo end also said point being the Point of Beginning; thence run N-90"00'00"-W 35 .00' to a point; thence run s -oo•oo'DO"-E for a distance of 370.80'; thence run S-28"06'08"-W for a distance of 51 .29' to the beginning of o curve to the left, said curve having a radius of 51 .31', chord bearing of S-01"26'16",w ond chord length of 64.42', thence run clong soid curve 69 .64' to the beginning cf curve to the right. said curve having o radius of 137.02', o chord b"aring of S-31"55 '31"-E and chord length of 45.65', thence run along soid curve 45.86' to the beginning of o curve to the right, said curve ho~ing o radius of 27.40', o chord bearini. S-03"01'40"-E end chord length ot 16.10"; thence run oloni. said curve 16.j4"; thence run s-10·01"j1 "-W for a distance of 54.82' to the beginning cf o curve to the left, said curve having a radius of 174.50', o chord bearing of S-12"53'08"-W and chord lengt h of 13.64': thence run along soid curve 13.64' lo lh., beginning of o curve to the right, said cur.ie having o rodius of 14.50', o chord bearing S-50"19'22"-W ond chord length of 18.52'; thBnce run along said curve 20.08'; thence run N-90"00'00"-W for c distance of ;'127.09'; th ence run S-□o·oo·oo "-E for o distance of 219 .85': thence run S-45"1 □'03"-W for o distimce of 35 .46' to a point on the North right of woy line of Alabama Hwy 104; thence run S-89"J9 '55"-E along said right of way line for a distance of 110.00'; th ence leo~in.9 said right of way run N-44"49'57"-W for o di stance of 42.3+'; thence run N-oo•□o'OO -E for o distance of 165.96'; thBnc e run N-45'0D'OO"-E for o distancl! of 20.51'; thBncB run N-go•oo'OO"-E for a distance of 244.33'; th ence run S-45"00'00 "-E for o distance o( 20.51'; thence run S-OO"DO'OO"-E for a distance of 168.94'; thencB run S-45"1 □'03"-W for o distance of 40 .16' to a point on the North right of way line cf Alabama Hwy 104; thence run S-89·39 '55"-E along said right of way for o di&tonce cf 100.00'; thence l80ving said right of way line run N-44"49'57"-W for o distance of 3:i .2:i'; thence run N-00-11 ·1 1"-E for o distance of 178.92'; thence run N-90'00'00"-E for o distance of 2 .50'; thence run N-00'00'00"-E for o distance of 59.09 '; thence run N-15'07'31 "-E fore distance of 77.22' to the beginning of a curve to the right, said curv<!! having □ radius of 90.82', o chord bearing N-52"33'46"-E and chord length of 84.50'; thenc e run along sa id cu rve 90.82'; thence run N-90"00'00"-E for a distanel! of 166.44' too point on th <!! west right of way lin e of Alobamo Highwcy 181 ; thence run N-D0-1 5'38 "-E olong said right of woy Wne for a distonce of 4:i.OD'; thence leaving said right of wa)I run N-90'00'00" -W for o diGtonee of 166.58' to th e beginnin,,9 of c curve to the right , said cur..-e having a radius of 69.50', o chord bearing N-45'00'0D -W and o chord length of 9B.29', thence run along soid curve 109.17'; th ence run 'l-00'00'00 "-W for o distance of 359 .87' to the Point of Beginning. Soid easement conta ins 1.70 acres, more or less. S ITE DATA ZONING AND RESTRICTIONS SHOWN HEREON WERE OBTAINED BY A GENERAL REQUEST AT THE PUBUC COUNTER OF THE LOCAL ZONING ALJTHORnY. NO REPRESENTATION IS MADE FOR THE ACCURACY OR COMPLETENESS OF SAID THIRD PARTY INFORMATION. THIS FlRlr.-1 IS NOT AN EXPERT IN THE INTERPRETATION OF COMPLEX ZONING ORD INANCES, COMPLIANCE IS BEYOND THE SCOPE OF THIS SURVEY. ANY USER OF SAID INFDR~ATION IS URGED TO CONTACT THE LOCAL AGENCY DI RECTLY. 1. ZONING: B-2 (GENERAL BUSINESS) SETBACKS - -FRONT-20'; WHERE ABUTS RESIDENTIAL, BE IN LI NE WITH ADJACENT STRUCTURES -CORNER SIDE-NONE =~~R: o~;; 1f~. ~ENN ~U~N~ RJ~?o~J~ili HEIGHT RESTRICTIONS-30 " PARKING PROVIDED­ -REGULAR .. 0 SPACES HANDICAP-0 SPACES TOTAL SPACES PROVIDED-0 MARKEO SPACES I I I I I /./ LOT 1 N/F I I I _..,,..,,.,_ \, '&;!' \ .;;f'\ CORTE, CAVE/MITCHELL 1 L L C PARCEL# 46 -02-03 -0 -000-004.168 ~ ) ====~·· A 1 17. \ \ I Sl I ) I '" 1,?1 \ ~ \ . "' \. TDC : 11 2 .82, ~'-'-, INV: 107.~ ' ---'-....._~ --,-=,i -~ LOT 6 10.82' 69 .5 0 ' N 5 2"33'41 " E . 84.4 9 ' I ~~e: io ... GRASS .50 ' \ N 52'-40'52" E 84 .4-1 ' ;~ GRASS GPASS ..,--t,s. N/F VACANT, NO BUI LDINGS AT Tl~E OF SURVEY LOT 5 1'1 1 @ ~1 §I PLANTE RS P OINTE SU BDIVISION RE -SUB OF LOT 2 NORTHWEST CORNER OF HWY 1B1 -HWY 104 SUB SLIDE 2954 -B AND SL IDE 2954 -C 44168 .56 Sq. Fee t 1.01 4 Acres ~ ,:-: GRASS C "' G i'" I I I~ '~ I ""'" E-< E-< <" in~ I .:, ~ 2. VERTICAL DATUM-NAVD88, OPUS SOLUTION TOC: 11668' /INV: 1 12.68 ' ~SI TE CORTE. CAVE/MITCHELL 1 L L C INSTR. NO. 1857086 PARCEL# 46-02-03-0-000-004 .241 <l>, \ GRASS I I I I I 3 . SITE BENCHMARKS-G 15' DRAINA'G_E AND UTILITY EASEMENT #1-MAG NAIL, ELEV. 117.31 ' j2-MAG NAIL, ELEV. 115.76' @ 15WRCP #1 --___ @ .;._ _1~.S.:!::___(PLAT) 0·~ L_--j 4. NOTES REGARDING TABLE A ITEMS 16 &: 17- NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK , BUILDING CONSTRUCTION OR BUILDING ADDITIONS IN RECENT ~ONTHS. NO OBSERVABLE CHANGES IN STREET RIGHT-OF-WAY LIN ES, RECENT STREET OR SIDEWALK REPAIRS. 5. UNDERGROUND UTILITIES SHOWN HEREON ARE FROM A REFORT FURNISHED 8Y BLOODHOUND UTft..lTY LOCATORS . ( ALT NNSPS LA N D TITLE SU R VEY ) TDC: INV: L OT 3 II 11 ii TDC: 117.72' +-1-INV: 113 .25' jl 15 MRCP I 11 'II jl I 11-­ il~:? SURVEYOR'S CERT IFICATION I 1: ~ 1-1~~ I ~~ 11;: 11·' jl~~ l oo TO : HARRISON FRENCH; FIRST AMERICAN TITLE INSURANCE COMPANY THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE MADE IN ACCORDANCE WITH THE 2021 MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS. JOINTLY ESTABLISHED AND ADOPTED BY ALTA AND NSPS. AND INC LUDES ITEMS 1. 2. 3. 5. 4 , 60, 6b. 7a. 7b(1 ). 8. 9 , 11 b. 13. 16. 17. 19 . 20. 21 & 22 OF TABLE A THEREOF . THE FIELDWORK WAS COMPLETED ON JULY 8, 2025. "I hereby certify that al l ports of this survey and drawi ng have been completed in accordance with the current requirements of the Standards of Practice for Surveying in the State of Alabama to the best of my knowledge, i nformation, and belief." For inquiries, questions or concerns about th is survey contact mjfeldbusch@ussurveyor.com or call 1-800-867-8783 ext. 20.J. LI. ,. 'LIS.~ ye:,~® ~· 4929 ~fv,s,rvvfr7d F='c;,fr7t,e, C:::,rfv,e, ~vc1r,s;v1//e,. /r,dfc1r,c, 477-f.5 -, _~c:::,c:::,_ -re::, EilLJ~ PREPARED FOR PROJECT LOCATION : ___8ALQWN__ COUNTY, STATE OF ~ HARRISON FRENCH PROJECT ADDRESS: 9867 STATE HWY 104 FAIRHOPE, AL 36532 PROJEC T TYP E: ALTA/NSPS LAND TITLE SURVEY \1\\lll/1 1 ,,, \..P.BA ,1;:11,1 l~' .... '!'-.;,i.Cf.NS;o'-1._ ___ :.,':.;,. :: • NO . 25861 • = -: PROFESSIONAL .= = :.,,.,~~•.r_'(_~~~D'i,9~~~-/ '-,~1r,~ ~--\:\~' ,,' N OT VALID WITHOUT ORIG INAL S IGNATURE PROFOR M A RODNEY K. YOUNG P.L.S. ALABAMA REGISTRATION NO. 25861 07/17/2025 ~i~~:wTn~.1TtJ/~~~sof t~~vs~~to~, Thi• drawing. 111.yle and l ormcl i• protect.d by Col)Yright and ~II ri~nts are reserved. TM uoe of lhia dr<lwing slyl• on d format ia al ri ctly prohibited witliout the written conse nt and permia•ion of U .S . S URVEYO R. SHEET 1 OF 1 JOB NUMBER: 5S57225.DWG ;I' /'E ~ }' -♦/H C ii°'" 1;: STATE HIGHWAY 104 11 ~~ (80' PUBLIC RIGHT -OF -WAY) t:'.:'PYRIGHT NO T E; i ;i~3~~!tif~~~ ~~~~=r~5~~~ ~ i?fa~ FLOOD DAT A ft,ia PTOptlirt,-(2 I,; 2 on~ - :rki~': :~o~n:~;::eR~~te~~• Com.ii~~~~~ No~'nd 1:'::L-::l ~peeiOI nood Hamrd ktt0 , field ,1.1N@yl'hg •ID" not performed to Get@rmlne thit" zoo,e_ An ele-,mllDn c.ertlf {C1ll. ""Of bll neerted In \l'Md:,, lhl• d81ermlinatlon nr opply rcr on omendmffl\l from U\ai F ■dltt""ol Emen;iency ~nnovemenl Jwe-ncy, ,,0/f;C/C,t/lUlll~UAl'Ufff'!M,',fi.lCIWP'IJIOCll'La\WAIICIO~lll'rtAtl:'llft~. OJrJn:AroN' 011.Y mos n«. FDM. nrw .,,,. ~ PIJl(lllt. LOT 4 N/F CORTE, CAYE/MITCHELL 1 L L C PARCEL# 46-02-03-0-000-004 ,240 -------n lj vr~ '/ I l ~I j ~ : I~ p !ij ""I I )!;;,I I iocn I ~~ I "'"'I : I I I I ,.,.. 1® j I / n l,,;;p ,,.-/I / I / I --- RECORD CLOSURE 1:381778.77 MEASURED CLOSURE 1 :927815.53 CERTIFICATION IS ONLY TO THE PARTIES HEREIN NAMED . TH IS SURVEY IS NOT VALID FOR ANY FUTURE TRANSACTIONS OF THIS PROPERTY. DATE OF ORIGINAl: JULY I? , 202S REVISION Rl'.',ISEO Tfl'LE COW,1/TUENT DATE:JUl.f 21 . 2020 REVISION. CIJENT COMMENTS-MOT DATE;SEl'TEM9ER J , 202> REVISION ___________ DATE. ____ , 201~ FIEl.D SURVEY:_R_~ ___ CAO.~ PLS REVIEW:. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE ALL UTILITIES, WHETHER SHOWN ON THIS SURVEY OR NOT PRIOR TO COM~ENCEMENT OF WORK. THIS SURVEY HAS BEEN PREPARED USING AVAILABLE UTILITY DATA. THIS SURVEYOR DOES NOT MAKE STATEMENTS OF ACCURACY BASED UPON MAPS AND UTILJTY LOCATES OF OTHERS. O.o O.o O.o O.o O.o O.o O.o O.o O.o O.o O.o O.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.2 0.5 0.1 0.0 0.0 0.0 1340 Kemper Meadow Dr, Forest Park, OH 45240 513-574-9500 I redleonard.com O.o O.o 0.4 0.1 0.0 O.o O.o O.o O.o O.o 0.0 0.0 0.0 0 1 0.3 0.2 0.1 0.3 1.1 0.1 0.1 0.0 0.0 0.0 0.1 REV. BY DATE R1 JRB 11/14/25 O.o O.o O.o O.o 0.2 1.1 2.9 0.6 "ti.9 3.2 la b.9 ;.1 2.6 l3 8.2 ks 3.9 1o.7 ,~12.3 4.8 1.5 1.2 1.7 0.4 0.1 0.4 0.4 0.2 0.1 DESCRIPTION REDUCED HEIGHT OF POLES TOP 10 FT O.o O.o O.o O.o O.o O.o aroi O.o O.o O.o O.o O.o O.o O.o O.o O.o O.o -$; AP-1 J!!8-LYSISf'.fi>INT O.o O.o O.o O.o O.o 0.0 O.o O.o 0.1 0.1 0.1 0.1 0.1 0.0 0.0 O.o O.o 0.1 0.0 O.o O.o 0.5 O.o 0.1 0.1 O.o O.o 2.6 0.8 0.2 1.1 0.2 0.6 0.4 0.1 0.0 0.1 0.0 0.0 0.0 0.1 0.0 O.o 0.0 0.2 0.1 0.0 0.0 0.7 2.5 0.5 1.1 1.2 0.4 0.1 0.0 0.0 0.0 0.6 0.2 0.2 0.2 0.1 0.0 O.o 0.0 0.6 1.1 3.6 10.0 ,;J 2.6 5.1 1.6 0.4 0.1 0. 0.1 0.0 0.0 0.0 0.0 0.1 0.3 1.1 1.9 0.2 0.1 0.1 O.o 0.0 O.o 0.0 O.o 0.0 0.1 0.1 0.1 0.4 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 LUMINAIRE LOCATION SUMMARY LUMINAIRE LOCATION SUMMARY LUM NO. 1 2 3 4 5 6 7 8 9 10-40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 LABEL MTG. HT. LUM NO. LABEL A4 10 80 SB A4 10 81 SB A4 10 82 SB A4 10 83 SB A4 10 84 SB A4 10 85 SB A4 10 86 SB A4 10 87 SB A4 10 88 SB D 8.5 89 SB SB 15.618 90 SB SB 15.76 91 SB SB 15.9 92 SB SB 16.055 93 SB SB 16.197 94 SB SB 16.336 95 SB SB 16.46 96 SB SB 16.584 97 SB SB 16.709 98 SB SB 16.831 99 SB SB 16.958 100 SB SB 17.083 101 SB SB 17.197 102 SB SB 17.297 103 SB SB 17.408 104 SB SB 17.504 105 SB SB 17.606 106 SB SB 17.7 107 SB SB 17.781 108 SB SB 17.87 109 SB SB 17.932 110 SB SB 18.01 111 SB SB 18.096 112 SB SB 18.149 113 SB SB 18.2 114 SB SB 18.297 115 SB SB 18.346 116 SB SB 18.397 117 SB SB 18.459 118 SB SB 18.506 119 SB SB 18.522 120 SB SB 18.553 121 SB SB 18.568 122 SB SB 18.599 123 SB SB 18.6 124 SB SB 18.614 125 SB SB 18.63 126 SB SB 18.646 127 SB SB 18.646 128 SB NOTES: -POLE MOUNTED FIXTURES ARE MOUNTED ON A 10FT POLE A TOP A CONCRETE BASE. FOOTCANDLES LEVELS CALCULATED AT GRADE USING INITIAL LUMEN VALUES UNLESS OTHERWISE NOTED . . . MTG. HT. 18.646 18.665 18.645 18.627 18.607 18.584 18.552 18.537 18.49 18.444 18.397 18.351 18.32 18.273 14.512 14.341 14.69 14.862 15.76 15.9 15.024 15.17 15.313 15.462 15.618 16.055 16.197 16.336 16.46 16.584 16.709 16.831 16.958 17.083 17.197 17.297 17.408 17.504 17.606 17.7 17.781 17.87 17.932 18.01 18.149 18.096 18.2 18.297 18.346 LUMINAIRE LOCATION SUMMARY LUMINAIRE LOCATION SUMMARY LUM NO. LABEL MTG. HT. LUM NO. LABEL MTG. HT. 129 SB 18.397 178 SF04 9.5 130 SB 18.459 179 SF12 9.5 131 SB 18.506 180 SF12 9.5 132 SB 18.522 181 SF12 9.5 133 SB 18.553 182 SF12 9.5 134 SB 18.599 183 SF12 9.5 135 SB 18.568 184 SF12 9.5 136 SB 18.6 185 SF12 9.5 137 SB 18.614 186 SF12 9.5 138 SB 18.63 187 SF12 9.5 139 SB 18.646 188 WP 8.5 140 SB 18.646 141 SB 18.646 142 SB 18.665 143 SB 18.645 144 SB 18.627 145 SB 18.607 146 SB 18.584 147 SB 18.552 148 SB 18.537 149 SB 18.49 150 SB 18.444 151 SB 18.397 152 SB 18.351 153 SB 18.32 154 SB 18.273 155 SB 14.341 156 SB 14.512 157 SB 14.69 158 SB 14.862 159 SB 15.024 160 SB 15.17 161 SB 15.313 162 SB 15.462 163 SB04 18.2 164 SB04 14.23 165 SB12 18.2 166 SB12 14.23 167 SF 9.5 168 SF 9.5 169 SF 9.5 170 SF 9.5 171 SF 9.5 172 SF 9.5 173 SF 9.5 174 SF02 9.5 175 SF02 9.5 176 SF02 9.5 177 SF04 9.5 CALCULATION SUMMARY LABEL AVG MAX MIN AVG/MIN MAX/MIN UNDER SOFFIT 22.53 34 7 3.22 4.86 PAVED SURFACE 2.92 13.3 0.3 9.73 44.33 Undefined 0.57 12.9 0.0 NA NA SYMBOL QTY LABEL ARRANGEMENT LUMENS LLF DIM SETTINGS BUG Rating ARR WATTS TOTAL WATTS MANUFACTURE DESCRIPTION ----iii 9 A4 Single 7189 1.030 1.000 G) 31 D Single 986 1.000 1.000 -t 122 SB Single 133 1.000 1.000 I 2 SB04 SF4FT 133 1.000 1.000 I 2 SB12 SF 12FT 133 1.000 1.000 -t 7 SF Single 205 1.000 1.000 I 3 SF02 SF2FT 205 1.000 1.000 I 2 SF04 SF4FT 205 1.000 1.000 I 9 SF12 SF 12FT 205 1.000 1.000 I!!!!> 1 WP Single 2913 1.030 1.000 DISCLAIMER ANY SITE PLAN(S), FLOOR PLAN(S), RENDERING(S), LIGHTING LAYOUT(S) AND PHOTOMETRIC PLAN[S) INCLUDING BUT NOT LIMITED TOAt-N PROJECT(S] CREATED/PRODUCED BY RED LEONARD ASSOCIATES INC., ARE ONLY INTENDED FO~ ILLUSTRATION AND QUOTING PURPOSES ONLY. RED LEONARD ASSOCIATES HAS THE RIGHTTO USETHflD PARTY LASERS, SCANNERS, AND CAMERAS BUT ACTUAL PROJECT CONDITIONS, DIMENSIONS, AND ACCURACY OF MEASUREMENTS MAY DIFFER FROM THESE OR ANY PARAMETERS. RED LEONARD ASSOCIATES INC. ASSUMES NO LIABILITY FOR WHAT IS CREATED/PRODUCED IN TI-IESE RECREATIONS. THIS INCLUDES BUT IS NOT LIMITED TO THE USE OF, INSTALLATION OF ANO/OR INTEGRITY OF EXISTING BUILDING{S), SURROUNDING AREA FOR PRODUCT(S) SUCH AS EXISTING POLE(S), ANCHOR BOLT(S), BASE{S), ARCHITECTURALANDSIGNAGE STRUCTURE(S}, LANDSCAPING PLAN(S), LIGHTING PLAN(S), FIXTURE SELECTION(SI AND PLACEMENT, MATERIAL(S), COLOR ACCURACY, TEXTURE(S), AND ANYTHING ATTRIBUTED TO PHOTO REALISM THAT IS CREATED. FURTl-lERMORE, RED LEONARD ASSOCIATES INC., DOES NOT ASSUME UABIUT'!'Wf-lATSOEVER FORAt-N PURCHASES MADE BYCLENT BEFORE, DURING, OR AT THE CONCLUSION OF THE PUBLl5f-lED WORK. THE CUSTOMER, ITS RELATIVE AFFUATES, AS WELL AS ANY OTI-IER PERSON IS] IN VIEWING OF THIS PROOUCT IS RESPONSIBLE FOR VERIFYING COMPLIANC E WITH ANY BUT NOT LIMITED TO AU.CODES, PERMITS, RESTRICTIONS, INSTRUCTIONS, PURCHASES, AND INSTALLATIONS OF OBJECTS VIEWED WITHIN TI-11S DOCUMENT(S) OR PROJECT(S). SYMBOLS ARE NOT OOAWN TO SCALE. SIZE IS FOR CLARIT'!' PURPOSES ONLY. SIZES AND DIMENSIONS ARE APPROXIMATE, ACTUAL MEASUREMENTS MAY VARY. DRAWINGS AR E NOT INTENDED FOR ENGINEERING OR CONSTRUCTION USE. THIS DOCUMENT, ANY RED LEONARD DRAWIN(ilS), OR PROJECT(S) IS NOTTO BE USED AND/OR INTENDED FOR ENGINEERING OR CONSTRUCTION PURPOSES, BUT FOR l.LUSTRATIVE PURPOSES ONLY. ANY LOCATIONS OF EMERGENCY LIGHTING SHOWN WERE PROVIDED BY OTHERS. RED LEONARD ASSOCIATES IS NOT RESPONSIBLE FOR INSUFFlaENT LIGffTING DURING AN EMERGENCY EVENT. ANY USE OF THIS DOCUMENTATION AND/OR OTHER ARTICLES PRODUCED BY RED LEONARDWITHOlJTWRITTEN AUTHORIZATION FROM JAYME J. LEONARD IS STRICTLY PROHIBITED. B1-U0-G2 51.34 NA 13.1 NA 3.65 NA 51.1 NA 160.6 NA 3.79 NA 30.32 NA 53.06 NA 166.76 B1-U0-G1 24.42 SCALE: LAYOUT BY: 1"= 16' JRB DWG SIZE: DATE: D 09/22/25 462.06 Lithonia Lighting 406.1 Juno Lighting 445.3 PLED 102.2 PLED 321.2 PLED 26.53 P-LED 90.96 P-LED 106.12 P-LED 1500.84 P-LED 24.42 Lithonia Lighting ?BREW FAIRHOPE, AL RL-10650-S1-R1 RSX1 LED P1 SOK R4 WF6 SWWS 90CRI MW M-SV024-BL M-SV024-BL M-SV024-BL M-SX024-BL M-SX024-BL M-SX024-BL M-SX024-BL WPX1 LED 40K MVOL T EXXX DBLXD FLOOR PLAN KEYNOTES 1 ACCESS DOOR FOR CRAWLSPACE ACCESS 2 MOP SINK RE: PLUMBING DRAWINGS 3 MECH. ACCESS DOOR AND LADDER -SUPPLIED BY OWNER 4 WATER FILTRATION SYSTEM 5 PREFABRICATED COMPLIANT MECHANICAL SERVICE GUARDRAIL PER IBC SECTION 1015-EACH SIDE 6 PREFABRICATED COOLER BY MANUFACTURER TO BE DETERMINED BY OWNER.G.C TO SUBMIT FORMARL RFI IMMIDIATELY TO ARCHITECT IF COOLER MANUFACTURER CONSTRUCTION VARIES FROM DETAILING PROVIDED IN DRAWING SET. 7 ADA AUTO/MANUAL EGRESS CAPABLE 8 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF. ELECTRICAL 9 STOREFRONT SIGNS -SUPPLIED & INSTALLED BY SIGN CONTRACTOR 10 DOWNSPOUT CONNECTION TO STORMWATER SYSTEM; REF. CIVIL 11 SITE CONTRACTOR TO COORDINATE CIVIL & STRUCTURAL DRAWINGS TO ENSURE ALL CANOPY COLUMN FOUNDATION PLATES & BOLTS ARE CONSTRUCTED IN A MANNER THAT CONCEALS THEIR CONNECTIONS COMPLETELY BELOW GRADE; TYP. 12 DOWNSPOUT OUTLET-STORMWATERCONNECTION 13 FROST-PROTECTED LANDING; REF. STRUCT,; FLUSH WITH SURROUNDING PAVEMENT; PROVIDE EXPANSION JOINTS AT EDGES 14 ALL EXIT DOOR LANDING AREAS CANNOT SLOPE MORE THAN 2% 15 HSS COLUMN; REF. STRUCT. 16 ENCLOSED 12U DATA RACK-PROVIDE 2x WOOD BLOCKING AS INDICATED FOR ADDITIONAL SUPPORT; REF. ELEC 17 6" CONCRETE FILLED BOLLARD -TYP. G.C. TO COORDINATE WITH CIVIL 18 HEAVY DUTY LINEAR BAR GRILLE -SUPPLY; REF. MECH. 19 HEAVY DUTY LINEAR BAR GRILLE -RETURN; REF. MECH. 1. ALL EXPOSED PLUMBING PIPES TO FIXTURES SHALL BE ROUTED AS CLOSE TO THE WALL SURFACE AS POSSIBLE TO MINIMIZE PROJECTED ITEMS. REF MECH. 2. ALL DIMENSIONS ARE TO FACE OF FRAMING UNLESS NOTED OTHERWISE ®-- ®-- FACE OF WALL FRAMING BELOW 15' -41/8" BUILDING FINISH TO BUILDING FINISH 15'-0" FACE OF WALL FRAMING AND FOUNDATION WALL BELOW MECH ACCESS RM OoIJ r----, I ~I I l:::..J I 8'-1314" --t l r ii 3'-0" 3'-41/4" ROUGH OPENING 11'-4" cp 3' -6" 0 "' ~ w " g ~ 0 w ,;l ' ~ ';' 0 ~ ~ " g ~ 0 0-w ~ (9---- FACE OF WALL FRAMING AND 7 FOUNDATION WALL BELOW __j e,oeoeoooose.-.--~-v AND FOUNDATION WALL ~ /1 AWNING ABOVE -- BELOW -------~ / / ) _____ l_ ___ ✓----- ~ 6 "' 3'-6" ____l - @I LY 3' -0" L 1'-9" I i • I'---~ -~~~:~-o~•-•-----~~~--~~------~ ~ ROUGH OPENING 6'-9" 0 COOLER [J_o[J r -------- 1 I I I -., CENTER OF CANOPY COLUMN to ., 1-----1---1-' ' I -----,.....----,--j------------,-=-i-io------'1-: 1 14 ~ \. 1/ l ~--0•• l "----@ -----------~,,,_ ---­A2.0\2 15'-0" OVERALL FOUNDATION EDGE OF FRAMING ABOVE 5'-0" MIN. CLEAR 5'-21/8" COORD. WITH CIVIL l L _ - - - - - - - - - - - - - ---­A2.3\4 10'-0" COOLER OVERALL V.I.F. 1 A2.3 HARRISON FRENCH & ASSOCIATES, PLLC HFA t479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 wwv,r.hfa-a e.com i;l ~ p gJ "' I is: z ~ § . j ~ " i ii!ililii . t " ' a: w >-z :::, 0 "' 0 >- "' 0 w --'N ""' ,1 0"' 3: > -~ a: <(_, w ::.« °' w (I) < '" w "'uj cc □ <"-!:l ui --'O ;; Dl <:,: " :i r--a: z <O-" ...... ~ a,<( 0, u.. 2, ISSUE BLOCK 1 PERMIT 10/13/25 SET CHECKED BY: JM DRAWN BY: RTM DOCUMENT DATE: 10/13/25 t417.847.3131 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW .ARNINGCO.COM FLOOR PLAN FINISH MATERIALS SCHEDULE SYMBOL ITEM DESCRIPTION BRK-1 FIBER-CEMENT PANEL SIDING BRK-2 FIBER-CEMENT PANEL SIDING FRP-1 FRP WALL COVERING PT-1 PAINT PT-2 PAINT MP-1 METAL PANEL MP-2 BRAKE METAL MP-3 CANOPY COLUMNS MP-4 BRAKE METAL WC-1 DECORATIV E WALL COVERING VT-1 RESILIENT VINYL FLOORING AND BASE VB-1 RESILIENT VINYL BASE FINISH MATERIALS SCHEDULE NOTES: a. PROVIDED BY7 BREW AND INSTALLED BY? BREW BRAND: NICHIHA COLOR: MIDNIGHT STYLE: MODERN BRICK BRAND: NICHIHA COLOR: SHALE BROWN STYLE: CANYON BRICK BRAND: MARLITE OR APPROVED EQUAL COLOR: P199/P100/81DO SIZE: 4'x9'x3/32" BRAND: SHERWIN WILLIAMS COLOR: "SALTYDOG"SW9177 FINISH: SATIN I SEMI-GLOSS FINISH BRAND: SHERWIN WILLIAMS COLOR: 'FIRST STAR" SW 7846 FINISH: SATIN/ SEMI-GLOSS FINISH BRAND: BERRIDGE -(ZEE-LOCK PANEL) COLOR ROYAL BLUE FINISH: SMOOTH BRAND: BERRIDGE COLOR ROYAL BLUE FINISH: SMOOTH CUSTOM POWDERCOATING COLOR: REGAL BLUE -RAL 5003 FINISH: SMOOTH BRAND: BERRIDGE COLOR: ZINC GRAY FINISH: SMOOTH CUSTOM VINYL WALL COVERING BRAND: AMARGO COLOR: DARK GRAY STYLE: PROTECT-ALL FLOORING BRAND: AMARCO COLOR LIGHT GRAY STYLE: PROTECT-ALL BASE b. ALL MATERIALS AND WORK PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. c. PROVIDED BY 7 BREW AND INSTALLED BY GENERAL CONTRACTOR. d. PROVIDED AND INSTALLED BY SIGN CONTRACTOR FLOOR FINISH GENERAL NOTES 1. 1 2 3 4 5 PROTECT-ALL VINYL FLOORING AND COVE BASE THROUGHOUT SERVICE AREA AND TOILET -TYP. FLOOR FINISH KEYNOTES ACCESS DOOR FOR CRAWL SPACE ACCESS 12"x12" FLOOR SINK WITH 3/4 GRATE 11"x48" FLOOR TRENCH DRAIN AND GRID GRATE 6" EXHAUST PIPE 12"x6" FLOOR MOUNTED TRANSFER GRILLE NOTE: DIMENSION PROVIDED ON THIS PLAN ARE FROM FINISH FACE OF INTERIOR SIDE OF WALL FRAMING UNLESS NOTED OTHERWISE. REMARKS EXTERIOR WAINSCOT AND REAR WALL EXTERIOR WAINSCOT AND REAR MECHANICAL WELL WALL SERVICE AREA AND TOILET b. BOLLARDS b,d. DOORS AND FRAMES b,d. STANDING SEAM METAL ROOF PANELS METAL ROOF AND CANOPIES SOFFIT PANELS CANOPIES METAL COPING AT SIDE & REAR WALLS COOLER WALLS d. SERVICE AREA AND TOILET SERVICE AREA AND TOILET ~"'"'"~ 7 cp cp cp cp r------------L ----------------------~-----------------------------~----------------------------- I I I I I I ~ _ _Q__Q _______ _ □ : ~ I I I &+------ -- -------- 0 0 □ C -/ <- " " ,, ,----8 -/ <- " " --_,, ·i=-=. ~ :_-=-=---==--= == ---=-=---==--===----i=------=- 6 "' b 0 ., 0---------------- 1 I 6' -2" • I' ~1---,;!;r r"iiiii ;: m ~ 2 a--1'-5~ " :e l<-r-5 q) " "' 8 <i. - EQUAL I 4'-0" EQUAL SERVICE AREA ~ C_i__oIJ C_ ~-------8 ------- 3'-4" <i. 0--~-11" 2'-101/2" <i. 3•_4• .r b ",----., -----(i) ~I, ~-6 .. l'--91/4" 2'-10112· 11" ~., ~ " 2'-10" <i. b ,-------,. TOILET I\ ti ~ I\ II [J__QD [ !\0 /'! : 1 I 8 I 1 \ I I/ \ I It \I ~~-----..:-• 91/4 1h ~ ~ ~ " ~ -;....I ~- I 181 L__ _JL__ I I l/ 2'-0 1/2" 3'-6" I ROUGH OPENING I I I I I I &----------------- _1 __________ I IT] ~1~ .. ~~-~ FINISH PLAN □ -" ~ 'l 'l // □ -----~ ~ 6 ~ STORAGE ~ 8 -91/4" \ !:> '- ~ <i. E1 a ABOVE ~ TO 48" AFF 8 COOLER [:_i_Q[J 8 ---- I I HARRISON FRENCH & ASSOCIA T ES, PI.L C HFA t479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 wwv.r.hfa-a e.com i;l ~ p gJ "' I is: z ~ § . j ~ " i ii!ililii . t " ' a: w >-z :::, 0 "' 0 >- "' 0 w --'N ""' ,1 0"' 3: > -~ a: <--' w ::.« °' w (I) < '" w "'uj cc □ <"-!:l ui --'O ;; Dl <:,: " :i r--a: z <O-" ...... ~ a,<( 0, u,_ 2, ISSUE BLOCK 1 PERMIT 10/13/25 SET CHECKED BY: JM DRAWN BY: RTM DOCUMENT DATE: 10/13/25 t417.847.3131 1 BOREHAM DR. CLARKSVILLE , AR 72830 WWW .ARNINGCO.COM FINISH FLOOR PLAN > j I i ~· •' ~ < ~ i i' • L i ~ ~ ~ h cp ).______LQ_,__ST~DING SEAM __ _ 71779'"'3· ~Alf_Ql:.Y.....__ __ _ ~ 3 10 IT] ~1~~~.~ .. IOR ELEVATION -FRONT ,I.____LQ_,_S~NDING SEAM. __ 7\779'"C3" ~RQ_OFEDGE __ _ ~·· ,.._____LQ_,_P~AITL_ __ _ ~11/2' l!I 3" OVERHANG 2 EQUAL 15'-10" CURVED ROOF FASCIA -EDGE TO EDGE 15' -41/8" BUILDING FINISH TO BUILDING FINISH 6' -0" 15'-10" CURVED ROOF FASCIA-EDGE TO EDGE 10'-10" EQUAL EQ 3" OVERHANG 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A B C D E F G er cp EXTERIOR ELEVATION KEYNOTES PRE-ENGINEERED CANOPY AND FRAMING; REF. STRUCT. LED FLEX LIGHT OUTDOOR SPEAKERS MOUNTED TO CANOPIES -REF: SYSTEMS PLAN ADDRESS NUMBERS TO BE 8" TALLx2" BRUSH STROKE ELECTRICAL EQUIPMENT; SEE ELECTRICAL FROST-PROOF HOSE BIBB EXTERIOR WEATHER-PROOF OUTLET; SEE MEP ROOF SCUPPER DRAIN -TYP OF 2 SURFACE MOUNTED SIGN BOX TOP OF FOOTER. COORDINATE WITH CIVIL. GUARDRAIL; 3' -6" HIGH MANUFACTURED 3" x 3" x 1/4" SQUARE TUBE STEEL. PAINTED REGAL BLUE. ROOF EQUIPMENT SCREEN MOUNTED ON GUARDRAIL. PAINTED ZINC GRAY SAMSUNG DIGITAL DISPLAYS -TYP OF (2) REF: SYSTEMS PLAN 6" CONCRETE FILLED BOLLARD -TYP. G.C. TO COORDINATE WITH CIVIL DOWNSPOUT CONNECTION TO STORMWATER SYSTEM TO BE PAINTED TO MATCH ADJACENT NICHIHA PANEL; REF. CIVIL LIGHT-DUTY INDUSTRIAL FAN ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE EXTERIOR ELEVATION MATERIALS LEGEND NICHIHA PANEL-MODERN BRICK (BRK-1) NICHIHA PANEL -CANYON BRICK (BRK-2) BERRIDGE-STANDING SEAM METAL ROOF PANEL (MP-1) BERRIDGE -ROOF & CANOPY SOFFIT PANEL (MP-2) CANOPY COLUMN -REGAL BLUE POWDERCOAT (MP-3) BERRIDGE -METAL COPING (MP-4) BOLLARD, PAINT (PT-1) MATERIAL HATCH LEGEND fL-~~~1--11 NICHIHA PANEL MODERN BRICK (BRK-1) 1: : : : : : : :1 NICHIHA PANEL CANYON BRICK (BRK-2) 11 I I I 11 BERRIDGE STANDING SEAM -REGAL BLUE (MP-1) I I BERRIDGE SOFFIT PANEL-REGAL BLUE (MP-2) I I BERRIDGE METAL COPING -ZINC GRAY (MP-4) 'REFER TO SHEET A1.2 FOR FINISH SPECIFICATIONS .H iH ~i~ !~!.._ _______________________________________________________________________________________________________ __, HARRISON FRENCH & ASSOCIA T ES, PLLC HFA t479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 wwv.r.hfa-a e.com i;l ~ p gJ "' I is: z ~ § . j ~ " i ii!ililii . t " ' a: w >-z :::, 0 "' 0 >- "' 0 w --'N ""' ,1 0"' 3: > -~ a: <--' w ::.« °' w (I) < '" w "'uj cc □ <"-!:l ui --'O ;; Dl <:,: " :i r--a: z <O-" ...... ~ a,<( 0, u. 2, ISSUE BLOCK 1 PERMIT 10/13/25 SET CHECKED BY: JM DRAWN BY: RTM DOCUMENT DATE: 10/13/25 t417.847.3131 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW .ARNINGCO.COM EXTERIOR ELEVATIONS > j I i ~· •' ~ < ~ i i' • L i ~ ~ ~ h J ~ ! ~ i ~ I~ rlt, B.O. ROQ.F EDGE __ _ ~· ~AM,P£L__ __ _ Y72'--=T1/2" rlt, T.O. LO~PARAPET __ _ ~1/8" ~E / FINISH FLOOR 7l77r'V I I I I I I I if [I] ~,~.~~.~ .. IOR ELEVATION -RIGHT SIDE 2 L-I rn: :::i;.,' 10 b I I 10· o· ,-1t, B.O. RQQF EDGE __ _ ~-ilfall r~ &-~~~~ 17'™1 r0 r1t. T.O. LO.,W PARAPET __ _ ~1/8" ~E L£I~LQQR __ ,, ~ I 0-i $ ~~ I I 01 Cl lll © a ""' G E 11 ~15 ' ' ' @ / , , 7 15- _§ a= I ii~2 ' ' ' ii s ' !~ CoD ' ' ' / , , C----L II l ~G I , , , ~ rr l ~ E L__L._ r=;::::::c:;:: G ~ I I @t@ IT] ~,~-~~-~ .. IOR ELEVATION -LEFT SIDE EXTERIOR ELEVATION KEYNOTES 1 PRE-ENGINEERED CANOPY AND FRAMING; REF. STRUCT. 2 LED FLEX LIGHT 3 OUTDOOR SPEAKERS MOUNTED TO CANOPIES -REF: SYSTEMS PLAN 5 ELECTRICAL EQUIPMENT; SEE ELECTRICAL 7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP 9 SURFACE MOUNTED SIGN BOX 10 TOP OF FOOTER. COORDINATE WITH CIVIL. 11 GUARDRAIL; 3' -6" HIGH MANUFACTURED 3" x 3" x 1/4" SQUARE TUBE STEEL. PAINTED REGAL BLUE. ROOF EQUIPMENT SCREEN MOUNTED ON GUARDRAIL. PAINTED ZINC GRAY 12 SAMSUNG DIGITAL DISPLAYS -TYP OF (2) REF: SYSTEMS PLAN 13 6" CONCRETE FILLED BOLLARD -TYP. G.C. TO COORDINATE WITH CIVIL 14 DOWNSPOUT CONNECTION TO STORMWATER SYSTEM TO BE PAINTED TO MATCH ADJACENT NICHIHA PANEL; REF. CIVIL 15 LIGHT-DUTY INDUSTRIAL FAN 16 ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN CONTRACTOR 17 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR 18 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE SIDE TAPE EXTERIOR ELEVATION MATERIALS LEGEND A NICHIHA PANEL -MODERN BRICK (BRK-1) B NICHIHA PANEL -CANYON BRICK (BRK-2) C BERRIDGE-STANDING SEAM METAL ROOF PANEL (MP-1) D BERRIDGE -ROOF & CANOPY SOFFIT PANEL (MP-2) E CANOPY COLUMN -REGAL BLUE POWDERCOAT (MP-3) F BERRIDGE -METAL COPING (MP-4) G BOLLARD, PAINT (PT-1) MATERIAL HATCH LEGEND I I ; I I NICHIHA PANEL MODERN BRICK (BRK-1) I : : : : : : : I NICHIHA PANEL CANYON BRICK (BRK-2) 11 I I I 11 BERRIDGE STANDING SEAM -REGAL BLUE (MP-1) BERRIDGE SOFFIT PANEL -REGAL BLUE {MP-2) BERRIDGE METAL COPING -ZINC GRAY {MP-4) I I I I I I I I •REFER TO SHEET A1 .2 FOR FINISH SPECIFICATIONS I I I I I EQUAL I I e1 ~~ I EQUAL I ., I I M b m~ ;.. 0i l<r~: ~ » e:, 3 I :;[_3 B l J 14 A I I h 0~'---------------------------------------------------------------------------------------------------------------------------------~ HARRISON FRENCH & ASSOCIATES, PI.LC HFA t479.273.7780 1705 S. Walton Blvd., Suite 3 Bentonville, Arkansas 72712 wwv.r.hfa-a e.com i;l ~ p gJ "' I is: z ~ § . j ~ " i ii!ililii . t " ' a: w >-z :::, 0 "' 0 >- "' 0 w --'N ""' ,1 0"' 3: > -~ a: <(_, w ::.« °' w (I) < '" w "'uj cc □ <"-!:l ui --'O ;; Dl <:,: " :i r--a: z <O-" ...... ~ a,<( 0, u. 2, ISSUE BLOCK 1 PERMIT 10/13/25 SET CHECKED BY: JM DRAWN BY: RTM DOCUMENT DATE: 10/13/25 t417.847.3131 1 BOREHAM DR. CLARKSVILLE, AR 72830 WWW .ARNINGCO.COM EXTERIOR ELEVATIONS ISHEETA2.1 Payton Rogers City of Fairhope Planning Commission December 1, 2025 SR 25.10 -Culvers Fairhope -Proiect Name : Cu lvers Fairhope Sit e Data: 1.31 acres Proiect Tv11e: Site plan approval Jurisdiction: Fairhope Planning Jurisdiction Zoning D istrict: B-2 General Business District PPIN Number : 626312 General location: Northwest corner of State Hi ghway 181 and State Highway 104 Surver_or ol Record: Kadre Engineering Engineer ot Record: Kadre Engineering O wner L Deve/oe_er: ~ope Land, LLC School District: Fairhope Elementary School Fa irhope Middl e and High Schools Recommendation: Approved w/ Conditions Prepared bv: --Road c::::J B-2 General Business District D PUD -Planned Unit c::::J Parcel c::J Corporate Limit N * . W E s N & WW E s SR 25.10 – Culver’s Fairhope December 1, 2025 Page 1 of 7 SUMMARY OF REQUEST Request of the Applicant, Kadre Engineering, on behalf of the Owner, Fairhope Land LLC, for Site Plan Approval of Culver’s Fairhope. The property is approximately 1.31 acres and is zoned B -2 – General Business District. The property is located on Lot 7 of Planters Pointe on the northwest corner of State Highway 181 and State Highway 104. SITE HISTORY The subject site has been included in numerous Subdivision and Multiple Occupancy Project (MOP) requests since 2020. The Final Plat for Planter’s Pointe Subdivision was approved in December 2023 and includes a note which requires mandatory Site Plan Review prior to the development of any lot. There are no other Planning Commission or Board of Adjustment cases associated with this site. STAFF COMMENTS 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 7 to be 10 feet from the North property line, 10 feet from the West property line along Rockwell Boulevard, 10 feet from the South property line, and 50 feet from the East property line along State Highway 181. All setbacks are illustrated as compliant on the proposed Site Plan. Buildings - COMPLIANT B-2, General Business District has a required maximum building height of 30 feet. The proposed building height for the one-story structure is 24± feet. Tree & Landscaping - MORE INFO NEEDED The City of Fairhope Trees and Landscaping Ordinance details all tree planting and landscape area requirements for commercial development. As proposed, the Site Plan illustrates a compliant total landscape area and frontage landscape area. However, the plan appears to be non-compliant with the number of required tree plantings. According to Staff calculations (see exhibits), the subject site requires a total of eight (8) overstory Frontage Trees to be planted within the front 25 feet of the site along State Highway 181, 23 overstory Perimeter Trees to be planted elsewhere on site, and three (3) Parking Trees (a majority of which must be overstory). As proposed, the Site Plan illustrates a total of seven (7) overstory Frontage Trees, ten (10) overstory Perimeter Trees, and three (3) overstory Parking Trees. The Tree and Landscape plan illustrates an additional nineteen (19) understory trees which do not count towards required tree plantings. The Applicant’s Tree & Landscape Plan currently proposes to remove and replace seven (7) existing understory trees (Crepe Myrtles) planted along the East property line abutting State Highway 181. It’s important to note that these trees were included in the original landscape plan approved with the Planter’s Pointe Multiple Occupancy Project (MOP), and as such, cannot be removed and must be protected throughout construction. As for the number of required tree plantings, t here appears to be other areas within the subject site in which additional plantings could be proposed to bring the plan into compliance. Also, it’s possible that an alternative tree selection may better allow for a greater number of trees to be planted on site. However the Applicant SR 25.10 – Culver’s Fairhope December 1, 2025 Page 2 of 7 wishes to address these issues, if approved, a revised Tree and Landscape plan should be submitted to staff illustrating full compliance with the Trees and Landscaping Ordinance and must be reviewed and approved by the City of Fairhope Horticulturist prior to the application being submitted to the City Council. Parking - COMPLIANT Table 4-3, Parking Schedule requires a minimum of 37 parking spaces for the subject site, 11 of which are required to be compact car spaces. The site allows for an overage of seven (7) additional spaces not to exceed a total of 44 spaces for the site. As proposed, the Site Plan illustrates 42 parking spaces in total which includes three (3) handicap spaces and 16 compact spaces. The total number of spaces is compliant and does not exceed the maximum of 44 allowed. However, the plan does exceed the maximum of 14 compact car parking spaces allowed and as such should be reduce d from 16 to 14 and revised on the Site Plan. Connectivity - COMPLIANT Sidewalks and pedestrian connectivity are illustrated along Rockwell Boulevard. Additionally, the proposed Site Plan illustrates the extension of the 12-foot-wide multi-purpose trailway along State Highway 181 as required. Drainage - COMPLIANT Drainage is unique within the Planter’s Pointe development. Publix, the anchor store, provided underground drainage for itself and those stores connected to it. Notes on the Final Plat for Planter’s Pointe Subdivision state that all other lots must have self-sufficient drainage addressing all post-development stormwater runoff on the individual lots. Within the provided Hydrology Report the Applicant states that the subject site will utilize an underground detention pond system underneath the proposed hardscape surfacing which will then tie into the existing drainage system located in the Southeast corner of the site and discharging downstream across State Highway 181. Exterior Lighting - COMPLIANT As proposed, exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance as it relates to on-site lighting. Mechanical Equipment - MORE INFO NEEDED The Applicant did not provide any plans that illustrate the proposed location of mechanical equipment . Dumpster - MORE INFO NEEDED The Site Plan illustrates a dumpster in the Southwest corner of the subject site. It should be noted that if approved, the plans must be revised to include a dumpster detail illustrating dumpster screening in compliance with Article IV-B.2. of the Zoning Ordinance. Signage - N/A All Signage will be reviewed at time of a sign permit submittal. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. D SR 25.10 – Culver’s Fairhope December 1, 2025 Page 3 of 7 Utilities - COMPLIANT A utility plan was submitted and has been reviewed and approved by the appropriate providers. No utility upgrades are required. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified . Traffic - COMPLIANT A Traffic Study was generated with the application for Planter’s Pointe Subdivision in 2021. At that time there were not any determined land uses for each outparcel. As such, the trip generation analysis produced 395 entering trips and 302 exiting trips during a weekday AM peak hour; 573 entering trips and 559 exiting trips during a weekday PM peak hour. Per the applicant’s submitted traffic letter the proposed Culver’s is only open for lunch and dinner, and as such, will generate a total of 150 trips during the PM peak hours. Lot Access - COMPLIANT As illustrated, the subject site proposes two (2) curb cuts for the site off of Rockwell Boulevard. One curb cut is a two-way access for ingress/egress. The second curb cut is a one-way access as an additional exit directly from the drive-thru line. Comprehensive Plan - COMPLIANT Planters Pointe is in a newly recognized Suburban Mixed-Use Center in the proposed Comprehensive Plan. Impacts on Surrounding Neighborhood - COMPLIANT As previously stated, the subject site is zoned B-2. Directly adjacent to the site are additional commercial uses. Benefits to the Community - COMPLIANT As the number of residential units being developed in the area continues to grow a commercial retail center with a variety of retail/restaurant/office/commercial units will be a benefit to the residential subdivisions. SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing rezoning requests. Recommendation: Staff recommends APPROVAL of SR 25.10 – Culver’s Fairhope Site Plan with the following conditions: 1. Revision of the Tree and Landscape to illustrate full compliance with the Trees and Landscaping Ordinance and submittal to Staff for review and approval by the City of Fairhope Horticulturist, prior to the application being submitted to City Council; 2. Revision of the plans to include a detail illustrating dumpster screening in compliance with Article IV - B.2. of the Zoning Ordinance, prior to the application being submitted to City Council; and 3. Revision of the plans to include a detail illustrating the location of all proposed mechanical equipment , prior to the application being submitted to City Council. EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 4 of 7 Proposed Site Plan SITE DATA TABLE lrrATE Of lll/,8/\1.t/l CITY OF Fl\lRHOPE PROPOSED USE REST\JIW/f LOTSIZE' •t•l l lA.C PW.NINO JURISD~T!Ot; trTY OF FNl\l10f'E ZONING B-2 IGENEIW. 8USINE:SS DISTRICT) PROl'OSEO BUWIOO ~~IGH r 14'-3' Fl!ON'I YAROSETGAC!l 2il REl\~IOEV Al'PWBl'CI\ a l SPACEPER•SEA: Su'l'T052 P.\11IOIIO ~EOUIREO SEAl ~, /\NO , SPACE PERO!SEATS THERE,1,,,1£R (JI SPofS RECIJ1Rml PAf!KltlG l'flOVIOEO ,,TOTAL PERCE!IT~GE. Of IMPER\IIOUS $ ARE~ ltXC~UtlfjG UU~Dlt«l) LA.NDSCA?f.AAEA , 1,.,02 \if (l!J\I COMPM;T CAA PAA, ING li5~ACl:Sil3"j PROPCSEO BUI.DING ,.~MS'" GOVEIIAGE 41 Mtlll ,.-J ~l~I CTYP .) ,f''l,\UTE PAIKT STAIFE ('Yl>,) l -- EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 5 of 7 Proposed Tree & Landscape Plan ,, (i@ ' I . , I . t I ' Quantity Pariting OYf;'l"5iCK)' Trees 3 Perimalef T rees 10 Unde,story Trees 19 TREE & LANDSCAPE COMPLIANCE TABLE Rev iewed by Payton Roge rs Date 11124/25 Plan Plan Plan Total Required P rovided Compliance? Landscape Area Tota l La ndsca pe Area 11 428 16502 Yes Front landscape Area 68 57 952 1 Yes Frontage Trees 8 7 r No Frontage 1 8 7 l No Frontage 2 0 0 Frontage 3 0 0 Frontage 4 0 0 Perimeter Trees 23 10 i No Pa rking Trees 3 3 r Yes Ov e rstory 2 3 I Yes Understory 1 0 I No Total 34 20 r No Ov erstory 33 20 I No Understory 1 0 I No Total Trees Saved (Credits) 0 Tota l New Overstory Planted 20 EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 6 of 7 Proposed Elevations Front Rear '"'19:'~- .,,.. -..o, • ..,_,,, ~ -· ,I0..01 T~ -,I0..01 ~ ..,.,.,I0.01 ~ ~ ~ /IIOCNlfl.0.01 ~ ~~~+ -· .r.rr~~~~ -.r.rr~t~i$ EXHIBITS SR 25.09 – 7-Brew Fairhope December 1, 2025 Page 7 of 7 Proposed Elevations (cont.) Side Side APPLICATION FOR SITE PLAN APPROVAL Application Type: Site Plan Attachments: Articles of Incorporation or List all associated investors Date of Application: _10/06/2025_____________________ Property Owner / Leaseholder Information Name of Property Owner: Fairhope Land LLC Phone Number:262-436-4760 Address of Property Owner: 461 Rivercrest Court Mukwonago ________________WI__________________53149__ City: ____________________________ State: _____________ Zip: ____________ Proposed Site Plan Name: ________________________________________________ Site Acreage: _______________________ Sq. Footage: ___________________ Parcel No: _______________________________ Current Zoning: ___________________ Authorized Agent Information Name of Authorized Agent: ______________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ Engineer/Architect Information Name of Firm: __________________________________Phone Number: ____________ Address: _________________________________________________ City: ____________________________ State: _____________ Zip: ____________ Contact Person: ______________________ I certify that I am the property owner/leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. ___________________________________________ Signature ___________________________________________ ___________________________________________ Property Owner/Leaseholder Printed Name __10/06/2025____________________________ Date Fairhope Single Tax Corp. (If Applicable) Kadre Engineering Kadre Engineering 28678 Sampson Avenue Orange Beach AL 36561 (205) 777-9064 David Dichiara (205) 777-9064 36561ALOrange Beach 28678 Sampson Avenue David Dichiara Culver's Fairhope 1.31 AC 4602030000004243 B-2 57,141 SF □ □ Sec. 183.0201 Wis. Stats. State of Wisconsin Department of Financial Institutions ARTICLES OF ORGANIZATION - LIMITED LIABILITY COMPANY Executed by the undersigned for the purpose of forming a Wisconsin Limited Liability Company under Chapter 183 of the Wisconsin Statutes: Article 1.Name of the limited liability company: Fairhope Land LLC Article 2.The limited liability company is organized under Ch. 183 of the Wisconsin Statutes. Article 3.Name and email address of the initial registered agent: JAY CAMPBELL jay@campbellconstructionbbg.com Article 4.Street address of the initial registered office: 461 River Crest Ct. Mukwonago, WI 53149 United States of America Article 5.Street address of the principal office: 461 River Crest Ct. Mukwonago, WI 53149 United States of America Article 6.Name and complete address of each organizer: JAY CAMPBELL 461 River Crest Ct. Mukwonago, WI 53149 United States of America Other provisions (optional).(No other provisions declared.) Other Information.This document was drafted by: Reza Hajisanei Organizer Signature: JAY CAMPBELL • :;.r Date & Time of Receipt: 7/17/2025 8:36:10 AM Order Number: 202507176720538 ARTICLES OF ORGANIZATION - Limited Liability Company(Ch. 183) Filing Fee: $130.00 Total Fee: $130.00 ENDORSEMENT State of Wisconsin Department of Financial Institutions EFFECTIVE DATE   7/17/2025   FILED Entity ID Number F079061 I I 11/19/2025 City of Fairhope Planning and Zoning Department 451 Pecan Ave, PO Box 429 Fairhope, AL 36532 Attn: Payton W. Rogers, CAPZO, Planning & Zoning Manager RE: Development Review Committee Letter SD 25.10: Culver’s; Site Plan Review This letter is being submitted to your office in response to the below comment from the Development Review Committee Letter related to project traffic/trip generation. Comment: Provision of a letter from a registered engineer providing cumulative trip generation at peak hours for the site, not to exceed platted amounts. We referenced 4 other existing Culver’s and their traffic studies in order to provide an estimate of the requested information. The below table is the data from the 4 other Culver’s locations similar in size to this proposed project which reference the ITE Trip Generation Manual. LOCATION BLDG SF TRIP COUNT PM PEAK TOTAL JACKSONVILLE 4,570 151 2,136 ORLANDO 4,578 144 2,039 ST. AUGUSTINE 4,443 149 2,104 TITUSVILLE 4,443 147 2,085 Culver’s open business hours are during the lunch and dinner hours and therefore we anticipate that there will be no significant trips generated before 11 am other than staff arriving in preparation of work. Based on the above, we anticipate that a PM Peak hour Trip count be 150. Please call if you have any further questions. Sincerely, David Dichiara,PE Principal ddichiara@kadre-eng.com (205) 777-9064 7 A l<ADRI= ~ ~ ENGINEERING BIRM I NGHAM• AUBURN• ORANGE BEACH WWW .KADRE-ENG.COM Project Contacts: DEVELOPER CAMPBELL CONSTRUCTION JC 461 RNER CREST CT. MUKWONAGO, WI 53149 TEL: (262) 436-4760 CONTACT: JAY CAMPBELL SURVEYOR WEYGLAND WILSON SURVEYORS 229 E. 20TH AVE, SUITE 10 GULF SHORES, AL 36542 TEL: (251) 975-7555 CONTACT: TRENT WILSON VICINITY MAP ARCHITECT OLIVER ARCHITECTS 1004 INDIANA AVE PALM HARBOR, FL 34683 TEL: (727) 781-7525 CONTACT: SEAN HARRISON LANDSCAPE ARCHITECT WAS DESIGN 218 NORTH ALSTON ST FOLEY, AL 36535 TEL: (251) 948-7181 CONTACT: CHAD WATKINS ENGINEER KADRE ENGINEERING 2447 ALTON RD, SUITE 101 BIRMINGHAM, AL 35210 TEL: (205) 777-9064 CONTACT: DAVID DICHIARA GEOTECHNICAL ENGINEER GEOCON 22830 MCAULIFFE DRIVE ROBERTSDALE, AL 36567 TEL: (251) 947-1035 CONTACT: CHRISTOPHER REA CONSTRUCTION PLANS FOR FAIRHOPE CULVER'S LOT 7, PLANTER'S POINTE SUBDIVISION PARCEL # -05-46-02-03-0-000-004.243 PIN # -626312 SITE LOCATION LOCATION MAP Prepared For: CULVER'S FRANCHISING SYSTEM, LLC. OCTOBER 2025 DRAWING INDEX SHEET NO. SHEET TITLE co.a TITLE PAGE C0.1 GENERAL CIVIL NOTES C0.2 GENERAL CML NOTES CLO SITE DEMOLITION PLAN C2.0 SITE LAYOUT PLAN C3.0 SITE GRADING AND DRAINAGE PLAN C4.0 SITE UTILITY PLAN cs.a EROSION AND SEDIMENT CONTROL (INTIAL PLAN) C6.0 EROSION AND SEDIMENT CONTROL (!TM/FIN) PLAN) C6.1 CIVIL DETAILS C6.1 CIVIL DETAILS SUPPLEMENTAL INFORMATION SHEET NO. SHEET TITLE ---SURVEY ---LANDSCAPING SITE PLAN ---ADS UNDERGROUND DETENTION DETAILS Authorities Having Jurisdiction: CITY OF FAIRHOPE PLANNING AND ZONING 451 PECAN AVE FAIRHOPE, AL 36533 TEL: (251) 990-0214 CITY OF FAIRHOPE PUBLIC UTILITES 555 S. SECTION STREET FAIRHOPE, AL 36533 TEL: (251) 928-8003 z 0 6 =i ~ !ii z 0 u ~ 0 u... ti z t:; :E ~ UJ o,_ ~ f2 UJ =i C/l ~ ISSUE DATE REV. DATE 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 10/28/25 ISSUE DATE REV. DATE 10/28/25 10/28/25 10/28/25 /. 10/28/25 l!J l') I u <( a:~ w [[l w (!) c ~ z <( a: 0 <(~ z Ir :i v z (D :i -l1J <( :E ~ <( I ~ z i a: cii © copyright 2025 These drawings and design intent are the sole property of Kadre Engineering, LLC which may not be reproduced without the written permission. ~ £ ~ ~ u ....J ....J V) ... -::E a::'. LU w ti; ~ {Ji ....J ::::::) l? <( UZLU"' V) a.. w1-10 a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ SHEET TITLE: IDLE PAGE DRAWN BY: CHECKED BY: DATE: :::::) u BAN DAD 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: co.a GENERAL NOTES: 1. BOUNDARY AND TOPOGRAPHIC SURVEY WAS PROVIDED BY THE OWNER AND PREPARED BY WEYGAND WILSON SURVEYORS, DATED 09/10/2025. TOPOGRAPHIC INFORMATION WAS PERFORMED VIA GROUND RUN FORMAT. CONlRACTOR SHOULD VISIT THE SITE AS NECESSARY TO VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY PRIOR TO BIDDING OR CONSTRUCTION. NOTIFY KADRE ENGINEERING OF ANY DISCREPANCIES PRIOR TO SUBMITTING BIDS OR ORDERING OF MATERIALS. 2. THE CONlRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION SITE LAYOUT. IN THE EVENT THE CONTRACTOR WILL PERFORM THEIR OWN LAYOlJT AND/OR lJTIUZE GPS GRADING CONTROLS, THE CONlRACTOR WILl. BE RESPONSIBLE FOR HIRING A LICENSED SURVEYOR TO PROVIDE THE NECESSARY CON"TROL POINTS AND PROVIDE 3RD/ PARTY VERIFICATION OF LAYOUT AND GRADE CONTROL WORK PERFORMED BY THE CONTRACTOR. 3. All. NECESSARY PERMITS AND APPROVALS FROM AGENCIES GOVERNING THE CONSTRUCTION OF THIS WORK WILL BE SECURED PRIOR TO BEGINNING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL FEES ARE PAID PRIOR TO COMMENCING CONSTRUCTION AND THE CONSTRUCTION INSPECTION SCHEDULED IS ADHERED TO PER AGENCY REQUIREMENTS. 4. All. WORK PERFORMED MUST COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK, INCLUDING LANDSCAPING. 5. TliE CON"TRACTOR MUST USE EACH PLAN IN CONJUNCTION WIT!i TliE ENTIRE SET OF DRAWINGS AND JOB SPECIFICATIONS. DO NOT REMOVE OR DEMOLJSH ANYTHING WITHOlJT VERIFYING AND COORDINATION WITH All. ELECTRICAL, PLUMBING, MECHANICAL, GENERAL TRADES, AND UTILITY COMPANIES AS THEY EFFECT THE OVERALL PROJECT. 6. PRIOR TO ANY WORK ON-SITE, THE CONlRACTOR MUST CONTACT THE ONE CALL SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR ALL lJTILITY REMOVALS WHETHER LOCATED BY THE ONE CALL SYSTEM OR NOT. 7. TliE CON"TRACTOR IS RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSTRUCTION, SUCH AS, BUT NOT UMITED TO, DRAINAGE, UTILJTIES, PAVEMENT, STRIPING, CURB, ETC. ALL REPAIRS MUST BE MADE IN A MANNER THAT ENSURES THE REPAIRED ITEM TO BE BE EQUAL TO OR BETTER THAN THE ORIGINAL CONDITION. 8. ALL WORK MUST BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND MUST COMPLY WITH ALL REGULATORY AGENC'Y"5 REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 9. THE CONlRACTOR MUST REVIEW SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT AND COMMENCING CONSTRUCTION. 10. EXISTING UTIUTIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND ADDmONAL lJTILmES MAY EXIST WITHIN OR ADJACENT TO THE LJMITS OF CONSTRUCTION. ALL lJTIUTIES MUST BE LOCATED BY UNDERGROUND LINE LOCATORS AS WELL AS FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION COMMENCEMENT. REPORT DISCREPANCIES IMMEDIATELY. 11. WORK PERFORMED UNDER TlilS CONTRACT MUST BE COORDINATED WIT!i OT!iER WORK BEING PERFORMED OR SCHEDULED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT IS NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE ACTIVITIES, WHERE NECESSARY, WITH OTHER CONTRACTOR'S AND lJTILITY COMPANIES. SITE DEMOLITION NOTES: 1. THE CONlRACTOR IS RESPONSIBLE FOR ALL REGISTRATIONS, NOTIFICATIONS, PERMITS, FEES, DUMP FEES AND CHAIN OF CUSTODY TRACKING REQUIRED TO REMOVE AND LEGALLY DISPOSE OF AU. DEMOLITION MATERIALS OFF OF THE OWNER'S PROPERTY. 2. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING PERMITS AND COMPLYING WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS IN THE REMOVALjDEMOLITION/DISPOSAL OF ALL DEMOLmON MATERIALS. 3. TliE CON"TRACTOR IS RESPONSIBLE FOR VISmNG TliE PROJECT SITE AND VERIFYING EXTENTS AND ASSOCTATED QUANlTTIES OF REQUIRED DEMOLITION WORK AND UTILITY REMOVAL PRIOR TO BID DATE. 4. SALVAGE RIGHTS FOR ALL DEMOLISHED MATERIALS MUST BE FIRST GIVEN TO THE OWNER. ANY MATERIALS NOT RETAINED BY TliE OWNER MUST BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF BY THE CONlRACTOR AT THE CONTRACTOR'S EXPENSE. 5. All. EXISTING PAVING, CURBS, HARDSCAPE, ITC. MUST BE SAW CUT AT THE LIMITS OF REMOVAL IN ORDER TO PROVIDE A CLEAN EDGE. EXISTING PAVING AT EDGE MUST BE MILLED BACK A MINIMUM OF 1.5' TO ENSURE SMOOTH TRANSITION. LIMITS OF REMOVALS SHOWN ARE APPROXIMATE AND THE CONTRACTOR WILL REMOVE PAVING AS REQUIRED TO INSTALL PROPOSED IMPROVEMENTS. 6. THE CONlRACTOR WILL BE RESPONSIBLE FOR THE DISCONNECTION OF lJTILITY SERVICES TO THE EXISTING STRUCTURES PRIOR TO DEMOUTION OF ANY BUILDINGS. THE CONTRACTOR MUST COORDINATE WITH OWNER, KADRE ENGINEERING, AND RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF lJTILITIES. 7. TliE CON"TRACTOR IS RESPONSIBLE FOR TliE DEMOUTION AND REMOVAL OF ALL STRUCTURES, UTIUTIES AND OTHER EXISTING ITEMS AS REQUIRED TO INSTALL IMPROVEMENTS SHOWN IN THE CONSTRUCTION DOCUMENTS. IF REMOVAL OF EXISTING IMPROVEMENTS RESULTS IN AN LOOSE, SOFT OR OTHERWISE UNSTABLE SUBGRADE CONDmON, UNSUITABLE MATERIALS MUST BE UNDERCUT TO FIRM AND STABLE SUBGRADE AND BROUGHT TO GRADE WITH COMPACTED STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER, GRADING NOTES, AND/OR SPECIFICATIONS. 8. TliE CON"TRACTOR IS RESPONSIBLE FOR ALL COSTS INVOLVED IN THE REMOVAL OR RELOCATION OF ANY lJTILITY. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH APPLICABLE UTILITY COMPANIES. 9. THE CONTRACTOR MUST MAINTAIN ALL UTILITY SERVICES TO THE EXISTING ADJACENT PROPERTIES OR TENANTS AT ALL TIMES. THE CONTRACTOR MUST COORDINATE WITH THE OWNER, TENANT AND UTIUTY COMPANY FOR THE RELOCATION AND/OR REMOVAL OF UTILITIES IF NECESSARY. SERVICES MUST NOT BE INTERRUPTED WITHOUT APPROVAL. 10. THE CONlRACTOR MUST PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT All.OW DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. ALL DEMOLITION AND CONSlRUCTION DEBRIS MUST BE TRANSPORTED AND DISPOSED OF AT LEAST WEEKLY IN A LEGAL AND APPROVED MANNER. 11. IT IS UNDERSTOOD THAT ALL ABOVE GROUND ITEMS TO BE REMOVED INCLUDE THEIR ASSOCIATED BELOW GROUND COMPONENTS (I.E. FOUNDATIONS, UTIUTY CONNECTIONS, ETC.). 12. All. TREES INSIDE THE LIMITS OF DISTIJRBANCE ARE TO BE REMOVED UNLESS NOTED OTHERWISE. 13. THE CONlRACTOR MUST PROTECT ALL AREAS INDICATED TO REMAIN UNDISTURBED OR TO REMAIN AS BUFFERS, ALL PROPERTY CORNERS, AND ANY REQUIRED COORDINATION OF REGISTERED LAND SURVEYOR TO REPLACE All. PINS ELIMINATED OR DAMAGED DURING CONSTRUCTION. SITE LAYOUT NOTES: 1. CONSTRUCTION MUST COMPLY WITH, AND BE CONSTRUCTED IN ACCORDANCE WITH, ALL REQUIRED AND GOVERNING CODES. 2. ALL ADA AREAS, ROUTES, AND PARKING INCLUDING RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS MUST CONFORM TO THE LATEST ADA REQUIREMENTS. 3. ADA PARKING AREAS MUST NOT EXCEED 2.0% GRADE IN ANY DIRECTION. ADA ACCESS ROUTES MUST NOT EXCEED 5.0% RUNNING SLOPE AND 2.0% CROSS SLOPE. 4. DIMENSIONS SHOWN WITHIN THESE DOCUMENTS ARE TO THE BACK OF CURB OR EDGE OF HARDSCAPE UNLESS NOTED OTHERWISE. 5. DIMENSIONS TO BUILDINGS ARE TO THE OUTSIDE FACE OF BUILDING OR COLUMN UNES AS NOTED. THE CON"TRACTOR MUST VERIFY EXTERIOR BUILDING FACING THICKNESSES PRIOR TO LAYOUT. REFER TO ARCHITECTURAL PLANS FOR SPEGFIC BUILDING INFORMATION. 6. All. PAVEMENT STRIPING AND ROADWAY SIGNAGE MUST BE PER THE LATEST EDITION OF THE MlfTCD UNLESS SPECIFICALLY NOTED. 7. THE CONlRACTOR MUST REPAIR ANY DAMAGE TO ANY EXISTING IMPROVEMENTS DURING CONSlRUCTION, NOT UMITED TO DRAINAGE CONVEYANCE OR STRUCTURES, lJTIUTIES, HARDSCAPE, PAVING, STRIPING, LANDSCAPE, ETC. ALL REPAIRS MUST RETURN THE DAMAGED AREA TO BETTER THAN EXISTING CONDITIONS. 8. THE CONTRACTOR MUST COORDINATE THE INSTALLATION OF UNDERGROUND WORK WITH FINISHED GRADE. ALL UNDERGROUND INFRASTRUCTURE MUST BE IN PLACE PRIOR TO TliE PLACEMENT OF BASE COURSE MATERIALS. 9. THE CONlRACTOR IS RESPONSIBLE FOR PREPARING ANY REQUIRED CONSTRUCTION TRAFFIC CONTROL PLANS AND ANY REQUIRED APPROVALS FOR GOVERNING AUTHORITIES. ALL lRAFFIC CONTROL PLANS MUST BE PER TI-IE LATEST EDmON OF THE MUTCD. 10. All. MATERIALS REQUIRED FOR PAVING IMPROVEMENTS MUST BE TESTED BY A 3RD PARTY AGENCY, APPROVED OR PROVIDED BY THE OWNER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE PROJECT ACCORDING TO STANDARD TESTING PROCEDURES INCLUDING ANY AUTHORITIES HAVING JURISDICTION TESTING REQUIREMENTS. 11. ALL PAVEMENT STRIPING WITHIN RIGHTS-OF-WAY MUST BE THERMOPLASTIC UNLESS OTHERWISE NOTED. 12. All. PAINT STRIPING MUST BE APPLIED IN TWO EQUAL COATS WITH A MINIMUM TOTAL THICKNESS OF 15 MILS. GRADING NOTES: 1. THE CONlRACTOR MUST ADJUST THE FINAL ELEVATIONS OF ALL EXISTING AT-GRADE SlRUCTURES AND UTIUTIES TO MATCH PROPOSED FINISHED GRADES. 2. THE CONTRACTOR MUST VISIT THE SITE AND DO ANY REQUIRED SITE RECONNAISSANCE TO VERIFY EXISTING CONDmONS PRIOR TO CONSTRUCTION AND OR PREPARING A QUOTE. 3. A GEOTECHNICAL INVESTIGATION REPORT PREPARED BY GEOCON ENGINEERING & MATERIALS TESTING, INC., PROJECT NUMBER 5001-25, DATED 09/12/2025 IS AVAILABLE FOR REFERENCE. THE CONTRACTOR MUST REVIEW THE REPORT, VISIT THE SITE AND COMPLETE ANY ADDITIONAL EXPLORATIONS/ INVESTIGATIONS TliAT IT DEEMS NECESSARY IN ORDER TO PROVIDE A COMPLETE BID. 4. TliE CONTRACTOR MUST VERIFY HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING INFRASTRUCTURE PRIOR TO CONSTRUCTION. 5. THE CONTRACTOR MUST NOTIFY KADRE ENGINEERING OF ANY EXISTING CONDmON OR UTILITY CONFLICT WITH PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. CLEARING LIMITS ARE DEFINED AS 5' OUTSIDE OF ALL PROPOSED GRADED AREAS OR NOT BEYOND THE PROPERTY LINES WHICHEVER IS LESS. 7. CLEARING AND GRUBBING LIMITS INCLUDE ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UNDISTURBED AREAS, ALL PROPERTY MONUMENTS, AND RESTORATION OF ANY AREAS CLEARED OR DEMOLISHED WITHOUT AUTHORIZATION. 8. ALL TOPSOIL MUST BE STRIPPED PER GEOTECHNICAL RECOMMENDATIONS WITHIN THE LIMITS OF GRADING AND STOCKPILED FOR LATER USE WITH All. EXCESS TO BE DISPOSED OF OFF-SITE UNLESS OTHERWISE NOTED ON THE PLANS. 9. PROOF ROLL SUBGRADE WITH A LOADED DUMP TRUCK IN A MANNER APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING FILL. ANY DEFICIENT AREAS, OR ANY UNSUITABLE (ORGANIC, SOFT, LOOSE) MATERIAL FOUND MUST BE UNDERCLff AND REPLACED OR MOISTIJRE CONDmONED PER THE GEOTECHNICAL ENGINEER. 10. SCARIFY SUBGRADE TO A MINIMUM DEPTH OF 12". MOISTIJRE CONDITION AND RECOMPACT AS REQUIRED TO ACHIEVE REQUIRED DENSITY AND MOISTURE CONTENT. 11. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR PROTECTING PREPARED SUBGRADES. RESTORE TO PROJECT SPECIFICATIONS IF DAMAGED OR COMPROMISED DUE TO INCLEMENT WEATHER AND/OR CONSTRUCTION TRAFFIC. 12. DEWATERING IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS AND PONDING ON PREPARED SUBGRADES. PROTECT SUBGRADES FROM DAMAGE BY RAIN OR WATER ACCUMULATION. INSTALL A DEWATERING SYSTEM AS REQUIRED TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM GRADING OPERATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED. CONTRACTOR IS RESPONSIBLE FOR TREATING ANY DISCHARGE FROM DEWATERING OPERATIONS TO ENSURE NO SEDIMENT IS DISCHARGED FROM THE PROJECT SITE. CONTRACTOR IS REQUIRED TO OBTAIN ALL NECESSARY PERMITS FOR THE DISCHARGE OF DEWATERING EFFLUENT. 13. WHERE ROCK IS ENCOUNTERED WITHIN 18" OF PAVING SUBGRADE AND 36" OF BUILDING SUBGRADE, THE "CUT LINE" WILL BE PER THE SPECIFICATIONS. SEE THE SPECIFICATIONS FOR "CUT LINE" DIMENSIONS BELOW BUILDING PADS AND PARKING AREAS. SUITABLE MATERIAL WILL BE REPLACED TO THE PROPOSED SUBGRADE ELEVATION. 14. FILL MATERIAL MUST MAINTAIN THE FOLLOWING PROPERTIES: VIRTIJALLY FREE OF ORGANICS, NO ROCK FRAGMENTS GREATER THAN 4" WITHIN 4' OF FINISH GRADE, EXHIBIT SM OR SC CLASSIFICATION ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, HAVE A MINIMUM OF 20% AND MAXIMUM OF 35% SOIL FINES PASSING THE NO. 200 SIEVE, MAX LIQUID LIMIT OF 25, MAX PLASTICITY INDEX OF 5, MAX DRY DENSITY GREATER THAN 105PCF PER ASTM D-698, STANDARD PROCTOR, AND WITHIN +/-3.0% OF OPTIMUM MOISTURE CONTENT DURING COMPACTION OPERATIONS. 15. PLACE FILL MATERIAL IN 811 MAXIMUM LOOSE LIFTS AND COMPACT TO PROJECT REQUIREMENTS. 16. COMPACTION TESTS MUST BE TAKEN AT A MINIMUM EVERY 2,500 SQUARE FEIT OF AREA PER 8" LIFT OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 17. MINIMUM COMPACTION REQUIREMENTS OF MAX DRY DENSITY PER ASTM D-698, STANDARD PROCTOR a. SlRUCTURAI.. AREAS 98% a.a. DEFINED AS ZONES OF INFLUENCE AROUND BUILDING, PAVEMENT AREAS, FILL SLOPES, ITC. b. LANDSCAPE AREAS 85% TOP 2' (95%} c. LIMITED SPACES 98% c.a. DEFINED AS MANHOLES, INLETS, lJTILITY TRENCHES 18. STONE BACKFILL MUST BE INSTALLED IN 12" MAX LOOSE LIFTS AND COMPACTED BY VIBRATORY COMPACTOR. 19. ALL UN-SURFACED AREAS DISTURBED BY GRADING OPERATIONS MUST RECEIVE FOUR INCHES (4") OF TOPSOIL, SEED, MULCH, WATER, ETC. TO ENSURE THE ESTABLISHMENT OF A PERMANENT STAND OF GRASS. CONTRACTOR MUST GRASS DISTURBED AREAS IN ACCORDANCE WITH TliE LANDSCAPE PLAN AND CTTY/COUNTY SPECIFICATIONS UNTIL HEALTHY STAND OF GRASS IS OBTAINED. 20. PROPOSED ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OT!iERWISE NOTED ON DRAWINGS. 21. THE CONTRACTOR MUST MILL, TACK, AND ENSURE FLUSH CONDmON WITH NO PONDING OF WATER AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 22. EXISTING MANHOLE TOPS, VALVE BOXES, ITC. TO REMAIN ARE TO BE ADJUSTED AS REQUIRED TO MATCH PROPOSED GRADES. IF NECESSARY, RE-ADJUSTMENTS WILL BE PERFORMED UPON COMPLETION OF PAVING AND FINE GRADING TO ENSURE A SMOOTH TRANSmON. 23. EX[STING DRAINAGE STRUCTURES TO REMAIN WITHIN THE PROJECT LIMITS ARE TO BE INSPECTED AND REPAIRED AS NECESSARY. EXISTING PIPES TO BE CLEANED OF ANY SILTS AND DEBRIS. 24. TliE CONTRACTOR MUST ASSURE POSITNE DRAINAGE AWAY FROM BUILDING AND FOR ALL NATURAL AND PAVED AREAS. 25. MAXIMUM FILL AND CUT SLOPE GRADES MUST BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 26. FILL SLOPES MUST BE BENCHED INTO EXISTING SLOPES PER THE GEOTECHNICAL ENGINEER. 27. RETAINING WALL GRADES: a. GTW = FINISHED GRADE AT TOP OF WALL b. GBW = FINISHED GRADE AT BOTTOM OF WALL c. ACTUAL WALL HEIGHT MUST BE A MINIMUM OF 6" ABOVE FINISHED GRADE AT TOP OF WALL. d. SEE STRUCTURAL PLANS FOR WALl. DESIGN AND FOOTING ELEVATIONS RELATIVE TO FINISHED GRADE. 28. ALL RETAINING WALLS TO BE PROTECTED DURING BACKFILL BY CONTRACTOR. THIS INCLUDES BUT IS NOT LIMITED TO, PROVIDING AND INSTALLING PROPER BRACING DURING BACKFILL BEING PLACED ADJACENT TO RETAINING WALLS. 29. THE OWNER WILL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING. MODULAR WALL NOTES: 1. MSE RETAINING WALLS WILL BE A TOTAL DESIGN BUILD BY THE CONTRACTOR. THE FOU.OWING REQUIREMENTS MUST BE PROVIDED AND APPROVED BY THE CML ENGINEER OF RECORD PRIOR TO WALL CONSTRUCTION. a. WALL DESIGNER/INSTALLER MUST HAVE A MINIMUM OF 10 YEARS OF EXPERIENCE IN TI-lE DESIGN AND INSTALLATION OF PROPOSED RETAINING WALL TYPE. b. SHOP DRAWINGS, INCLUDING WALL DETAILS AND DESIGN PARAMETERS, STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SITE. c. WALL LOADINGS MUST BE NOTED, INCLUDING ADJACENT TRAFFIC, BUILDINGS AND ANY ASSOCIATED SURCHARGE LOADS. d. DESIGN MUST INCLUDE THE EVALUATION OF INTERNAL STABILITY, EXTERNAL STABILITY, AND OVERALL GLOBAL STABILITY. e. SAFETY FACTORS MUST MEET NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA) DESIGN MANUAL FOR SEGMENTAL WALLS AND MSHTO REQUIREMENTS. f. DESIGN MUST ACCOUNT FOR STORMWATER DRAINAGE CONDmONS ABOVE THE WALL AND ENSURE WATER IS NOT DIRECTED OVER THE TOP OF THE WALL. 2. INDEPENDENT GEOTECHNICAL ENGINEER TO PERFORM REQUIRED SITE EXPLORATION CONCERNING SUBSURFACE SOILS TO BE USED IN THE DESIGN OF THE WALL INCLUDING A WALL SPECIFIC GEOTECHNICAJ... REPORT STAMPED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT SITE. 3. WALLS THAT EXCEED 30 INCHES IN HEIGHT WILL REQUIRE A 4' HIGH BLACK VINYL CHAIN LINK FENCE ALONG THE TOP OR /"5 INDICATED ON THE PLAN. STORM DRAINAGE NOTES: 1. EX[STING STORM INFRAS"TRUCTURE SHOWN ON PLANS IS APPROXIMATE. THE CONTRACTOR MUST VERIFY EX[STING CONDmONS AND CONNECTION POINTS PRIOR TO ORDERING OF MATERIALS AND CONSTRUCTION. 2. SUBMIT PROJECT SPECIFIC SHOP DRAWINGS TO THE ENGINEER FOR ALL STORM PIPE MATERIALS AND STRUCTURES PRIOR TO FABRICATION. 3. STORM DRAINAGE CONVEYANCE SYSTEMS MUST BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM WITH ALL INLETS BEING LOCA.TED AT LOWPOINTS. 4. ALDOT REFERENCE SPE□FICATIONS: a. RIP RAP: CL.ASS 2 PER SECTION 610 b. STORM MANHOLES (PRECAST WITH GASKETS): SPECIAL DWG MH-621-2 c. SLOPE PAVED HEADWALLS: SPEGAL DWG HW-614-SP d. FLARED END SECTIONS: SPECIAL DWG FE-619 e. PRECAST HEADWALLS: HW-614-8 (PC) f. IMPACT DISSIPATING HEADWALLS: ID-621 g. WING CURB INLETS: SPEOAL DWG 1-621-5 h. TYPE S3 FOR 15" TO 30" STORM PIPES i. TYPE 54 FOR 36" TO 54" STORM PIPES j. ROADSIDE DITCH INLETS: SPECIAL DWG 1-621-C k. CONCRETE COLLARS: SPECIAL DWG CC-530 I. BURIED JUNCTION BOX: JB-620-B/TB-620-C ACCORDING TO FILL HEIGHT 5. STORM PIPES: a. 15" AND LESS: a.a. HDPE (SMOOTH LINED) OR PVC SCHD 40 WITH WATERTIGHT JOINTS b. 18" AND GREATER: b.a. RCP CLASS 3 BELL AND SPIGOT WATERTIGHT JOINTS c. SEE PLANS FOR SPEOFIC PIPE MATERIAL VARIATIONS NOTED. d. BEDDING: d.a. 24" AND LESS BEDDED IN 4" OF CRUSHED AGGREGATE d.b. 30" AND GREATER BEDDED IN 6" OF CRUSHED AGGREGATE 6. PROVIDE DOWNSPOLfT BOOTS, CLEANOUTS AND ROOF DRAIN PIPING FROM DOWNSPOUTS TO CONNECT TO STORM CONVEYANCE SYSTEM. COORDINATE WITH ARCHITECTURAL PLANS FOR DOWNSPOLfT LOCATION AND BOOT MODEL. COORDINATE WITH STRUCTURAL PLANS FOR FOOTING ELEVATIONS TO ENSURE A MINIMUM ROOF DRAIN PIPING COVER OF 18". 7. INSTALL DRAINAGE PIPING (4n MIN PVC) AS REQUIRED FROM BELOW GRADE UTIL11Y VAULTS TO NEAREST INLET OR DAYLIGHT. 8. THE CONTRACTOR MUST ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION. THIS MAY INCLUDE, BUT NOT LIMITED TO, PHASED CONSTRUCTION SEQUENCING WITH GRADING AND STORM DRAINAGE WORK. EROSION CONTROL NOTES: 1. ALL WORK PERFORMED MUST BE IN CONFORMANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. 2. ALL PROJECT SITES WITH GREATER THAN I ACRE OF DISTIJRBANCE WILL REQUIRE A 'NOTICE OF INTENT" (NOi) FROM ADEM. THE OWNER IS RESPONSIBLE FOR OBTAINING THE NOi AND ANY LOCAL EROSION CONTROL PERMITTING INCLUDING ALL APPLICATION AND PERMITTING FEES. CONTRACTOR IS RESPONSIBLE TO ENSURE COMPLIANCE WITH ALL PERMIT REQUIREMENTS INCLUDING BUT NOT LIMITED TO INSPECTION REQUIREMENTS. 3. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN ACCEPTABLE OPERATING CONDmON PER ADEM REQUIREMENTS DURING ALL CONSTRUCTION ACTIVITIES. TlilS INCLUDES ALL MAINTENANCE REQUIRED INCLUDING CLEAN-UP, REPAIRS, OR REPLACEMENT AT NO ADDmONAL COST TO THE OWNER. 4. THE CONTRACTOR MUST REVIEW AND COORDINATE PROPOSED GRADING SEQUENCE TO LIMIT AS PRACTICAL THE AMOUNT OF LAND DISTURBED AT ANY ONE TIME WITHOUT PERMANENT STABIL1ZATION. 5. PRIOR TO CONSTRUCTION, THE CONTRACTOR MUST AT A MINIMUM INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND INITIAL SEDIMENT CONTROL MEASURES SHOWN IN THE PLANS. CLEARING AND GRUBBING MUST ONLY BE ENGAGED AS NECESSARY TO INSTALL INITIAL MEASURES. MINIMIZE LAND DISTIJRBANCE AND NO LAND DISTIJRBANCE MAY OCCUR BEYOND LIMITS SHOWN WIT!i!N THE PLANS. 6. EROSION CONTROL PHASING SHOWN WITHIN THE PLANS ARE INDEPENDENT OF THE CONTRACTOR'S CONSTRUCTION PHASING. CONTRACTOR MUST REVIEW PLANS AND ADJUST PHASING AS REQUIRED BASED ON THEIR CONSTRUCTION SCHEDULE. ADDITIONAL MEASURES MAY BE REQUIRED TO PREVENT EROSION, CONVEYANCE OF SILTS, DEGRADATION, OR POLLUTION THROUGHOLff THE SITE OR TO ADJACENT PROPERTIES OR CONVEYANCE SYSTEMS. ANY ADDITIONAL MEASURES TO MEET THE REQUIREMENTS OF THE ADEM PERMIT ARE TliE RESPONSIBIUTY OF TliE CONTRACTOR AND ARE NO ADDmONAL COST TO TliE OWNER. 7. SEDIMENT AND EROSION CONTROL MEASURES MUST BE INSPECTED ON A DAILY BASIS AND PER ADEM REQUIREMENTS. ALL MEASURES MUST BE REPAIRED, ADJUSTED AND MAINTAINED AS NEEDED OR REQUIRED BY GOVERNING AGENCIES AT NO ADDITIONAL EXPENSE TO THE OWNER TO PROVIDE EROSION AND SEDIMENT CONTROL FOR THE DURATION OF CONSTRUCTION AND UNTIL ALL DISTIJRBED AREAS ARE STABILIZED. 8. ALL UNSURFACED AREAS MUST RECEIVE 4 INCHES OF TOPSOIL AND TEMPORARY GRASS OR SOD UNLESS OTHERWISE INDICATED ON THE LANDSCAPE PLAN. IF TEMPORARY GRASS IS APPLIED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO APPLY PERMANENT SEED OR SOD AT THE APPROPRIATE TIME OF YEAR. 9. ALL DISTURBED AREAS LEFT UNDISTURBED FOR 13 DAYS MUST BE SEEDED AND MULCHED PER ADEM REQUIREMENTS AND PER ALDOT SPECIFICATION SECTION 652 AND 656. 10. INLET PROTECTION MUST BE INSTALLED AT INLETS UPON THE COMPLETION OF EACH INLET. 11. UTLIT PROTECTION MUST BE INSTALLED AT EACH HEADWALL UPON THE COMPLETION OF EACH HEADWALL. 12. FILL SLOPES SHOULD BE PLANTED AT THE TIME THE SLOPE IS BROUGHT TO FINAL GRADE. SURFACE RUNOFF MUST BE INTERCEPTED AT THE TOP OF TEMPORARY AND PERMANENT SLOPES AS TO NOT ALLOW WATER FLOW OVER THE SLOPE FACE. GEOTEXTILE MUST BE PLACED ON SLOPE FACES AS FOLLOWS: 2:1 SLOPES -NORT!i AMERICAN GREEN SC150; 3: I SLOPES -NORTH AMERICAN GREEN 5150 OR APPROVED EQUALS. INSTALL PER MANUFACTIJRER'S RECOMMENDATIONS. 13. STORMWATER CONVEYANCE DITCHES MUST BE STABIUZED AT THE TIME OF INSTALLATION TO PREVENT SILTATION AND THE TRANSPORT OF POLLUTANTS. GEOTEXTILE MUST BE PLACED ON ALL DITCH BOTTOMS AND SIDES. AT A MINIMUM GEOTEXTILE MUST BE NORTH AMERICAN GREEN SC150. 14. ALL TEMPORARY EROSION CONTROL MEASURES MUST BE REMOVED AT THE COMPLETION OF CONSTRUCTION ONCE ALL AREAS ARE STABILIZED. COMPLETION OF CONSTRUCTION IS NOT DEFINED AS THE COMPLETION OF GRADING AND STORM DRAINAGE CONSTRUCTION ACTIVITIES. 15. ALL CONSlRUCTION WASTE AND TEMPORARY BMPS MUST BE REMOVED FROM THE SITE UPON PROJECT COMPLETION. 16. TliE CONTRACTOR MUST REMOVE DEBRIS AND SEDIMENT FROM TEMPORARY SEDIMENT PONDS AND PERMANENT PONDS AS REQUIRED BY THE ENGINEER OR LOCAL JURISDICTION INSPECTOR. 17. DUST CONTROL MUST BE MAINTAINED PER ADEM REQUIREMENTS TO REDUCE MOVEMENT OF WIND-BORNE PARTICLES DURING LAND DISTURBANCE ACTIVITIES. TEMPORARY METHODS MAY INCLUDE MULCHES, TEMPORARY SEEDING AND VEGETATIVE COVER, SPRINKLING OR IRRIGATION, AND BARRIERS. SPRAY-ON ADHESNES OR CHEMICAL STABIUZATION MAY BE REQUIRED DUE TO EXCESSNE DUST AND IS THE SOLE RESPONSIBIUTY OF THE CONTRACTOR. PERMANENT METHODS MAY INCLUDE VEGETATNE COVER, TOPSOILING, OR STONE AS REQUIRED. z 0 6 =i ~ !ii z 0 u ~ 0 u.. ti z t:; :E ~ UJ a. ~ f2 UJ =i C/l ~ ---P!:\,1--,~.1¾~ ENs-& *• "No35:~., ~~-~ FESSIONALj..,, JI;? 10/28/25 l!J l') I u <( a:~ w [[l w (!) c ~ z <( a: 0 <(~ z Ir :i v z (D :i <( -l1J :E ~ <( I ~ z i a: cii © copyright 2025 These drawings and design intent are the sole property of Kadre Engineering, LLC which may not be reproduced without the written permission. ! I u ....J ....J Y'> ~--0::: LU w ti; ~ {Ji ....J ::::::) l? <( U ZLU"' 1-1 a,_ W~O a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ :::::) u SHEET TITLE: GENERAL CML NOTES DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: CO.l z --UTILITY NOTES: MUST HAVE INTERNAL TELEVISION INSPECTION PERFORMED BY A QUALIFIED SUBOONTRACTOR. 0 P!:\,1--,~.1¾~ 4. THE CONTRACTOR MUST CLEAN ALL INSTALLED LINES AND SlRUCTURES PRIOR TO ANY TESTING PROCEDURES. 6 ENs-& I. LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES (ABOVE AND BELOW GROUND) SHOWN IN THE PLANS *• "No35:~., ARE APPROXIMATE AND BASED UPON AVAILABLE DATA. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO 5. ANY DESIGN OR TESTING LABORATORY UTILIZED BY THE CONTRACTOR MUST BE AN INDEPENDENT =i DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES (ABOVE AND BELOW GROUND) BEFORE BEGINNING LABORATORY ACCEPTABLE TO THE OWNER AND THE ENGINEER, AND MUST BE APPROVED IN WRITING BY THE ~ ~ FESSIONALj..,, ANY CONS"TRUCTION. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY A MINIMUM OF 48 ENGINEER PRIOR TO BEGINNING WORK. THE LAB MUST COMPLY WITH THE LATEST E □mON OF THE !ii ~~-HOURS PRIOR TO ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THE CONTRACTOR "RECOMMENDED REQUIREMENTS FOR INDEPENDENT LABORATORY QUALIFICATION", PUBLISHED BY THE z WILL UTILIZE GPR, HYDRO VAC AND OR POTHOLING TO VERIFY HORIZONTAL AND VERTICAL LOCATION OF AMERICAN COUNCTL OF INDEPENDENT LABORATORIES. 0 JI;? LfTILITIES. ANY AND ALL DAMAGE MADE TO ANY EXISTING UTILITY IS THE SOLE RESPONSIBILITY OF THE u CONlRACTOR. ~ 10/28/25 AS-BUILT DRAWING REQUIREMENTS: 0 2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE OR REMOVE ANY UTILITIES REQUIRED TO u. CONSTRUCT PROPOSED IMPROVEMENTS. ANY DEVIATIONS FROM DESIGN PLANS MUST BE REPORTED TO THE I. PRIOR TO FINAL INSPECTION, THE CONTRACTOR MUST PROVIDE TO THE ENGINEER AN AS-BUILT SURVEY ti l!J l') I OWNER AND ENGINEER PRIOR TO CONSTRUCTION. DOCUMENTING AS-BUILT CONDffiONS. ALL AS-BUILT DATA MUST BE PREPARED BY AND SIGNED, SEALED AND u DATED BY A LICENSED SURVEYOR REGISTERED IN THE APPLICABLE STATE OF WORK. z <( 3. REFER TO ARCHITECTURAL AND MEP PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL lJTILITY t:; a:~ w ENTRANCES INCLUDING BUT NOT LIMITED TO SANITARY, DOMESTIC AND FIRE WATER, ELECTRICAL, 2. THE AS-BUILT INFORMATION IS TO INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING: :E [[l COMMUNICATIONS, ETC. COORDINATE AND SCHEDULE UTILITY INSTALLATION TO ENSURE REQUIRED DEPTHS a. SPECTFY THE HORIZONTAL AND VERTICAL DATUM REFERENCED. DATUM MUST BE THE SAME AS THAT ~ w ARE MET AND TO AVOID CONFLICTS WITH OTHER UTILITIES AND BELOW GRADE CONSTRUCTION. UJ UTILIZED IN THESE CONSTRUCTION PLANS; a. (!) 4. THE CONlRACTOR MUST COORDINATE INSTALLATION AND FINAL SITE ROUTING WITH AUTHORITIES HAVING b. WHERE THE PLANS CONTAIN SPECTFIC HORIZONTAL LOCATION AND/OR VERTICAL ELEVATION DATA, ~ c ~ z JURISDICTION FOR POWER, COMMUNICATIONS, AND GAS SERVICE ROUTINGS PRIOR TO INSTALLATION OF THE AS-BUILT DRAWINGS MUST SHOW THE CORRESPONDING HORIZONTAL LOCATION AND/OR f2 <( OTHER SUBSURFACE lJTILITIES. INFORMATION SHOWN ON THE PLANS IS FOR REFERENCE ONLY. VERTICAL ELEVATION AS MEASURED IN THE FIELD; a: UJ 0 5. UNDERGROUND ELECTRICAL AND COMMUNICATIONS MUST BE INSTALLED IN PVC SCHD 40 CONDUIT OR DUCT c. FINISHED FLOOR ELEVATIONS OF ALL STRUCTURES; =i <(~ BANK WITH PULL WIRE PER AUTHORITY HAVING JURISDICTION REQUIREMENT. INFORMATION SHOWN ON THE d. FOR ROADWAY AND DRIVE AISLES, PROVIDE PAVEMENT WIDTH AND ELEVATIONS AT THE CENTERLINE C/l ~ z PLANS IS FOR REFERENCE ONLY. AND EDGE OF PAVEMENT EVERY 100 FEET PLUS ALL CHANGES IN LONGITUDINAL SLOPE OR CROSS Ir 6. THE CONTRACTOR MUST REVIEW AND UNDERSTAND AUTHORITIES HAVING JURISDICTION REQUIREMENTS FOR SLOPE, AT INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS; :i OBSERVATION AND OVERSIGHT ON ALL UTILITIES. COORDINATE INSPECTION WITH THE APPROPRIATE e. FOR PARKING LOTS, RECORD CENTERLINE AND EDGE OF PAVEMENT ELEVATIONS ALONG ALL DRIVE v z (D AUTHORITIES PRIOR TO COVERING TRENCHES AT INSTALLATION. AISLES AND ISLANDS AND SHOW THE DEPTH AND WIDTH OF PARKING STALLS; :i f. PROVIDE HORIZONTAL AND VERTICAL MEASUREMENTS FOR ALL PARKING AREAS AND SIDEWALK RAMPS <( 7. THE CONlRACTOR IS REQUIRED TO CONDUCT ALL REQUIRED WORK AND TESTING TO THE SATISFACTION OF DESIGNATED AS HANDICAP ACCESSIBLE ROUTES IN ORDER TO VERIFY REQUIRED WIDTHS AND SLOPES -l1J THE AUTHORITY HAVING JURISDICTION AT NO ADDffiONAL COST TO THE OWNER. HAVE BEEN MET; :E 8. THE MINIMUM SEPARATION BETWEEN WATER AND SEWER LINES MUST BE TEN (10) FEET HORIZONTALLY OR g. STORMWATER DRAINAGE SYSTEMS (BOTH OPEN CONVEYANCE AND PIPED SYSTEMS) INCLUDING ~ <( I lWO (2) FEET VERTICALLY. DIMENSIONS, ELEVATIONS, CONTOURS AT ONE FOOT INTERVALS, AND CROSS SECTIONS OF OUlFALL ~ 9. SANITARY SEWER LINES MUST BE PVC (SDR 26) UNLESS OTHERWISE REQUIRED BY AUTHORITY HAVING CONTROL STRUCTURE (S); z JURISDICTION. h. STORMWATER CONTROL STRUCTURE INFORMATION (INCLUDING BOX STRUCTURES, FLUMES, AND i SPILLWAYS) MUST INCLUDE DIMENSIONS AND ELEVATIONS OF ALL PIPES, WEIRS, SLOTS, ORIFICES, 10. GRAVITY SANITARY SEWER SYSTEMS MUST BE CONSTRUCTED FROM DOWNSlREAM TO UPSTREAM AND IN GRATES, AND SKIMMERS, AS SHOWN ON CONSTRUCTION DETAILS AS A MINIMUM; a: ACCORDANCE WITH ALL UTILITY COMPANY STANDARDS AND REQUIREMENTS. ALL EXCAVATION, SHORING AND cii BRACTNG IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. i. FOR ALL STORMWATER PONDS AND OPEN CONVEYANCE SYSTEMS, PROVIDE TOP OF BANK ELEVATIONS, BOTTOM ELEVATIONS, AND HORIZONTAL DIMENSIONS MEASURED AT LOCATIONS AS SHOWN ON THE © copyright 2025 11. All. PIPE ENlRANCE CONNECTIONS TO SANITARY SEWER MANHOLES MUST BE MADE WITH NEOPRENE BOOTS CONSTRUCTION PLANS. A MINIMUM OF 10 LOCATIONS PER POND WILL BE REQUIRED AND MORE MAY INSTALLED PER MANUFACTURER'S RECOMMENDATIONS TO ASSURE CONNECTION IS WATER TIGHT. BE NECESSARY TO ACCURATELY SHOW THE FOOTPRINT AND VOLUME OF THE POND. HORIZONTAL These drawings and design intent are the sole property of 12. WATER LINES MUST BE THE FOLLOWING MATERIALS: POND DIMENSIONS ARE ALSO TO BE TIED TO PROPERTY CORNERS, EA.SEMENTS, RIGHTS-OF-WAY, OR Kadre Engineering, LLC OTHER POINTS ON THE PROPERTY; which may not be reproduced a. 4" DIAMETER AND LARGER: PVC (C900) j. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS INCLUDING STRUCTURE TOPS, INVERT without the written permission. b. LESS THAN 4" DIAMETER: PVC {SCHD 40) ELEVATIONS, AND PIPE SIZES FOR ALL UTILITY AND STORM S"TRUCTURES INCLUDING BUT NOT ! I 13. WATER LINES MUST BE INSTALLED PER AUTHORITY HAVING JURISDICTION REQUIREMENTS. ALL MAINS AND LIMITED TO MANHOLES, INLETS, CLEANOUTS, VALVES, FITTINGS, AND CONNECTION POINTS; SERVICES MUST BE MAINTAIN 36" OF MINIMUM COVER UNLESS SPECTFICALLY NOTED OTHERWISE. k. LENGTHS OF PIPELINES BETWEEN STRUCTURES; 14. METERING AND BACKFLOW PREVENTION MUST BE PROVIDED ON ALL WATER SERVICES (DOMESTIC, FIRE, I. UTILITY LOCATIONS TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED IRRIGATION) PER AUTHORITY HAVING JURISDICTION REQUIREMENTS. EVERY 100-FT PLUS ALL CHANGES IN HORIZONTAL OFFSET; m.VERTICAL ELEVATIONS OF ALL PIPELINES WHERE THERE IS A CROSSING OF NEW AND EXISTING a. DOMESTIC SYSTEM: DOUBLE CHECK VALVE (DOI) DOMESTIC AND FIRE WATER MAINS, SANITARY SEWER MAINS, AND STORM SEWER LINES IN ORDER TO z b. FIRE SYSTEM: DOUBLE DETECTOR CHECK VALVE (DDCV) DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATIONS HAVE BEEN MET; ~ c. IRRIGATION SYSTEM: REDUCED PRESSURE ZONE (RPZ) n. HORIZONTAL AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED d. METERS AND BACKFLOW PREVENTION DEVICES MUST BE IN BELOW GRADE BOXES OR ABOVE GRADE ENGINEERING DRAWINGS. HEATED ENCLOSURES PER LOCAL AUTHORITY REQUIREMENTS. 3. FOR ALL INSTALLED GRAVITY SANITARY SEWERS AND GRAVITY STORM SEWERS, THE CONTRACTOR MUST HAVE -~ ~ e. CONTRACTOR MUST INCLUDE AND COORDINATE ALL POWER AND COMMUNICATION REQUIREMENTS TO INTERNAL TELEVISION INSPECTION PERFORMED BY A QUALIFIED SUBCONTRACTOR. THE INSPECTION MUST BE ·~ z RECORDED AND ALL FEATURES MUST BE MEASURED AND LOGGED AS THE CAMERA PROGRESSES THROUGH THE ;;; BOXES INCLUDING BUT NOT LIMITED TO SUMP PUMPS, HEATERS, SCADA, ETC. PIPE. INSPECTION REPORTS MUST INCLUDE PIPE SIZE, PIPE MATERIAL, LOCATION OF CHANGES IN MATERIAL, "' 15. PROVIDE TAMPER SWITCHES AND ASSOCTATED INFRASTRUCTURE ON FIRE SERVICE POST INDICATOR VALVES BRANCH OR CONNECTION LOCATIONS AND LOCATIONS OF DEFECTS. ~ AND VALVES IN PIT PER LOCAL AUTHORITY REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR CONDUIT, ~ WIRING, ETC FROM ANY TAMPER SWITCH LOCATION TO POWER SERVICE AND/OR REPORTING LOCATION. COORDINATE Wffii FIRE PROTECTION AND EUECTRICAL PLANS FOR POWER SERVICE AND/OR REPORTING LOCATIONS. 16. "TRENCHES IN EXISTING UNSURFACED AREAS MUST BE BACKFILLED PER GEOTECHNICAL ENGINEERS u RECOMMENDATIONS OR AT A MINIMUM WITH FILL PLACED IN MAX 6" LOOSE LIFTS, COMPACTED TO 98% ....J STANDARD PROCTOR AT+/-2.0% OPTIMUM MOISTURE CONTENT. ....J 17. "TRENCHES IN EXISTING PAVED AREAS MUST BE NEATLY SAWCUT AND BACKFILLED RJLL DEPTH WITH CRUSHED V) AGGREGATE. REPLACE SURFACING AND PAVEMENT SECTION IN LIKE KIND AND RESTRIPE AS NECESSARY TO ... RETURN AREA TO PRE-CONSTRUCTION CONDITION. a:: ::E 18. THE CONlRACTOR IS RESPONSIBLE FOR ALL MODIFICATIONS REQUIRED TO ENSURE ALL AT ·GRADE EXISTING LU AND PROPOSED UTILITY STRUCTURES (MANHOLES, VAULTS, VALVE BOXES, ETC.) MATCH FINISHED GRADE UPON w I-CONSTRUCTION COMPLETION. CJ) TRAFFIC CDNTRDL NOTES: ~ {Ji I. THE CONlRACTOR MUST ESTABLISH AND MAINTAIN TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH THE ....J LATEST EDffiON AND REVISION OF PART VI OF THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES <( {MUTCD) AND THE APPROVED TRAFFIC CONTROL PLAN FOR ALL CONSTRUCTION WITHIN WORK AREAS SHOWN :::::> l? AND DESCRIBED IN PART VI OF THE MUTCD. z ... 2. PERMANENT ROADWAY SIGNS OR TEMPORARY CONSTRUCTION SIGNS WHICH ARE NOT APPLICABLE OR u LU 1-1 a.. INAPPROPRIATE FOR THE CURRENT CONDffiONS WILL BE COVERED OR REMOVED. CJ) 3. THE DIMENSIONS SHOWN OR DESCRIBED FOR LOCATING CONSTRUCTION SIGNS ARE NOMINAL. THE ACTUAL w 1-1 0 DIMENSIONS MUST BE ADJUSTED TO BEST FIT LOCAL CONDITIONS AND PROVIDE MAXIMUM VISIBILITY. I I 4. IF TRAFFIC CONTROL DEVICES ARE NECESSARY FOR PROPER WARNING AND "TRAFFIC CONTROL AFTER SUNSET, a.. u ct:'. THEN AS A MINIMUM, TYPE "B" WARNING LIGHTS WILL BE PLACED ON THE FIRST WARNING SIGN AND 0 z 1-1 CHANNELIZING DRUM AND TYPE "A" REFUECTIVE SHEETING WILL BE REQUIRED ON ALL SIGNS. ~ 5. HAZARDOUS CONDffiONS ON OPEN ROADWAYS SUCH AS PAVEMENT DROP-OFFS IN EXCESS OF 2"; ~ CONSTRUCTION MATERIALS, VEHICUES, OR EQUIPMENT STORED OR PLACED WITHIN THE ROADWAY :r: RIGHT-OF-WAY; AND OPEN TRENCHES ACROSS OR NEAR THE ROADWAY WILL NOT BE ALLOWED UNLESS THE LL CONTRACTOR IS ON SITE AND WORKING, AND PROPER TRAFFIC CONTROL MEASURES ARE BEING TAKEN. ~ 6. THE CONTRACTOR MUST KEEP OPEN ROADWAYS CLEAN AND FREE OF CONSTRUCTION DEBRIS, DIRT, LOOSE CJ) GRAVEL OR OTHER MATERIAL THAT MAY CAUSE HAZARDOUS DRIVING CONDmONS. ........ ~ 7. lRAFFIC CONTROL DEVICES MUST MEET THE STANDARD MATERIAL AND INSTALLATION REQUIREMENTS ~ SPECIFIED IN THE CURRENT EDITION OF THE AL.D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY LU CONSTRUCTION. :::j 8. ROADWAYS AND DRNEWAYS WILL REMAIN OPEN DURING CONSTRUCTION. CHANNELIZING DEVICES MUST BE PLACED AT 10' ON CENTER ALONG MINIMUM 20' RADII TO CHANNELIZE TRAFFIC INTO AND OUT OF :::::) INTERSECTING ROAD AND DRIVES WITHIN AREAS WHERE CHANNELIZING DEVICES ARE REQUIRED. TEMPORARY u REGULATORY SIGNS SUCH AS STOP SIGNS AND YIELD SIGNS MUST BE PLACED AS NECESSARY FOR PROPER lRAFFIC CONTROL IN ACCORDANCE WITH THE MUTCD. SHEET TITLE: QUALITY CONTROL TESTING, INSPECTIONS AND APPROVALS: CNIL GENERAL NOTES I. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO UNDERSTAND AND COMPLY WITH THE TESTING REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS AS WELL AS ANY AND ALL AGENCIES HAVING JURISDICTION OVER THE PROJECT, TO PERFORM ALL NECESSARY QUALITY CONTROL TESTING, AND TO OBTAIN ANY NECESSARY INSPECTIONS AND APPROVALS OF WORK PERFORMED OR MATERIALS UTILIZED. 2. THE CONlRACTOR MUST PAY ALL COSTS ASSOCIATED WITH TESTING, INSPECTION, AND APPROVAL OF WORK DRAWN BY: AND WILL PROVIDE TO THE OWNER AND ENGINEER THE REQUIRED CERTIFICATES FOR TESTING, INSPECTIONS, BAN OR APPROVALS. ALL TEST RESULTS (PASSING AND FAILING) WILL BE PROVIDED TO THE OWNER AND ENGINEER CHECKED BY: IMMEDIATELY UPON RECEIPT. DAD 3. TESTING MUST INCLUDE AT A MINIMUM: DATE: 10/28/25 a. CONCRETE AND ASPHALT PAVING QUALITY CONTROL TESTING INCLUDING DESIGN MIX REVIEW, PROJECT NUMBER: MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND 24112 TESTING; SCALE: b. PIPING AND STRUCTURAL EXCAVATION, BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; AS SHOWN c. DETERMINATION OF COMPACTIVE EFFORT NEEDED FOR COMPLIANCE WITH THE DENSITY SHEET NUMBER: REQUIREMENTS; C0.2 d. PRESSURE AND LEAKAGE TESTING AS REQUIRED FOR WATER DISTRIBUTION, SANITARY SEWER, AND STORM SEWER LINES. e. FOR All. INSTALLED GRAVITY SANITARY SEWERS AND GRAVITY STORM SEWERS, THE CONTRACTOR ;-\..j_ .M, EXISTING 55 LF OF CURB AND GUTTER TO BE REMOVED. SAWCITT AT NEAREST JOINT TO PROVIDE CLEAN EDGE EXISTING SS LF OF CURB AND GUTTER TO BE REMOVED. SAWCUT AT NEAREST JOINT TO PROVIDE CLEAN EDGE D > t ----' co ----' ----' I - I 1H- I ~ T C><l .p \ \ \ I ) I ! -- I ( / LOT 7 1.31Acrns± H,141SF / CLEAR, GRUB AND STRIP TOPSOIL WITHIN PROPERlY LINE. REMOVE ALL TRASH AND WOOD DEBRIS FROM SITE. STOCK PILE TOPSOIL FOR RESPREAD. EXCESS TOP SOIL SHALL BE REMOVED FROM THE SITE AT THE CONTRACTOR'S EXPENSE S 89"59'24'W 236.90'(M) N 90"00'00' W 23 6 .9 ~' (R) --====-T;;;; X 1~m C0NC PIPES LOT 6 \ \ \ \ } _/ J I I 60'X36"ARCHEDCONCPIPE "/ \ - -r-- 24"RGP -+- { -------------114 n ----- ----------co I I I I I / I I I I I I I I ! i j I I I I [' I ! I l { l \ -\ t I -+--- -1-- \ SPEOAL NOTES: 1. SEE SHEET C0.1 FOR APPLICABLE SITE DEMOLITION NOTES SCALE: 1"=20' SITE DEMO LEGEND ~ ~ DEMO CURB AND GUTTER DEMO CONCRETE z 0 6 =i ~ !ii z 0 u ~ 0 u. ti z t:; :E ~ UJ a. ~ f2 UJ =i C/l ~ /. 10/28/25 l!J l') I u <( a:~ w [[l w (!) c ~ z <( a: 0 <(~ z Ir :i v z (D :i -l1J <( :E ~ <( I ~ z i a: cii © copyright 2025 These drawings and design intent are the sole property of Kadre Engineering, LLC which may not be reproduced without the written permission. ~ £ ~ ~ u ....J ....J V) ... -::E a::'. LU w ti; ~ {Ji ....J ::::::) l? <( UZLU"' V) a.. w ........ o a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ SHEET TITLE: :::::) u SITE DEMOLITION PLAN DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: Cl.O - ► I \ \ \ \ \ \ \ \ I I \ \ \ \ I \ \ I I \ \ \ \ I \ \ I I \ \ \ \ I \ \ I I \ \ \ \ \ \ ◄ \ TIE TO EXISTING ASPHALT FLUSH AND AT GRADE 18" OJRB ~ND Gl!TTER (TYP.) IC i ~ PROPERTY LINE I~ ~ ~i~ § i ' TIE TO EXISTING CONCRETE J SIDEWALK FLUSH AND AT GRADE. MATCH EXISTING WIDT~ I I I I I I I I I I I I I I I I I I ~ " " " " " 'i 'i 'i 'i '/ 'i I I I I I I I I I I I I ADJACENT SITE IMPROVEMENTS SHOWN ARE FROM OVERALL DEVELOPMENT PLANS \ \ \ \ \ \ \ \ \ \ \ \ \ \ /\ /\ /\ /\ '< '< '< '< '< \ \ \ \ \ \ \ \ \ I I I I I I I I I I I I I 1 ®1 I I I I I I I I I I I I I I I I \ /\ \ ... I I / ~it I I J ,. -'--'-" ADAU!Re RETURNR:AMP 12' u <( r----. m 0 +I / STANDARD DUTY ~ .... { ASPHALT PAVING l<l 1•0' ;!; .... .... .. © 10' ~ 12' ~ t © , .. )~ 4'"'WHITE PAINT STRIPE/ STANDARIO DI/TY (TYP.) ASPIW. T PAVING ---- ,,--...., LL. U) PROPERTY LINE 4MWHITE PAINT STRIPE (1YP.) f • I I r~-I l I I I I I INUNERAM => PED£STIUAN CROSSWALK (TYP.) ':(a I I I I I I I I I I co ------- 24"RCP -- SITE DATA TABLE STATE OF ALABAMA CITY OF FAIRHOPE PROPOSED USE LOT SIZE: PLANNING JURISDICTION ZONING: PROPOSED BUILDING HEIGHT FRONT YARD SETBACK REAR/SIDE YARD SETBACK PARKING REQUIRED PARKING PROVIDED PERCENTAGE OF IMPERVIOUS AREA (EXCLUDING BUILDING) LANDSCAPE AREA COMPACT CAR PARKING PROPOSED BUILDING COVERAGE RESTURANT +/-1.31AC CITY OF FAIRHOPE B-2 {GENERAL BUSINESS DISTRICT) 24'-3' 20' O' 1 SPACE PER4 SEATS UPTO 52 SEATS, AND 1 SPACE PER6 SEATS THEREAFTER (37 SPOTS REQUIRED) 42TOTAL 72% ±16,502SF{28%) 16 SPACES (38%) 4,488SF SPECIAL NOTES: 1. SEE SHEET CO.! FOR APPLICABLE SITE LAYOUT NOTES L-SC\I.E: 1"=20' SITE LAYOUT LEGEND CJ CTI] EI] 0 STANDARD DUlY ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK PARKING COUNT z 0 6 ~ !ii z 8 c:i:: f2 5 z t: ::.: "" UJ Q. "" f2 UJ ::::, ta 1D/28/25 I (.) <( w OJ w l') z <( ll'. 0 z ll'. ::i OJ ::i <( 0 ~hl21l25 These drawmgs 11nd design ~en1 are ine :sol11J PNJPf."lly Q4 K.>d,. E1>gin0erir•, LlC Vlfiicil ma~ no1 00' rep~ucea WlthouN lhe writlefl PemltSSitJfl . u ...J ...J V) ... a:: ~ ~ ~_J ~ l9 <( --,1 z w"' u I-la_ W~O a.. II uo::: oz1-1 :r:~~ ~ LL ........ ¥l <( ct:'. LL~ SHEET TITLE: :::::) u SITE LAYOUT PLAN DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: C2.0 I \ \ I I \ \ \ \ I \ \ I I \ \ \ \ I \ \ I I \ \ \ \ I \ \ I I \ \ \ \ I \ \ I I \ \ \ \ \ \ \ I I I I I I I I I I I I I I I I I I ~ ~ ~ ~ ~ y y y y y y I I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .> .> .> .> .> .> \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ... I I I I I I I I I I I I I I I 1 ©1 I I I I I I I I I I I I I I I I D > ----' co ~it I / FFE = 116.50 LOT 6 --J lLJ (J lf) a:: ~ @) r--­ m 0 +I ....---.. l...i... (/) "' N -tj- l'f) -tj- '---" 1....--~ 1---- INVERTS107.06 UNDERGROUND STORMWATER DETENTION SYSTEM BASIS OF DESIGN (ADS -SC-800 CHAMBERS} COMBINED STORAGE VOLUME = 10300 CUBIC FT u I F □LL I CAP PE ~ 1 #4 H ,9AR~ I J T! I I -I ( I I 0 I I Structure Name A9 A13 A8 A12 A7 AU A4 A2 AS Al A3 I I I I I I \ I I ) I I i /m! I I I I I I I I I \ I : I I I I I I Structure Table Structure Details RIM -116.231 SUMP= 109.920 A-10 INV OUT= 109.920 RIM= 116.093 SUMP= 109.850 A-13 INV OUT= 109.850 RIM = 115.704 SUMP = 109.090 A-10 INV IN= 109.190 A-9 INV OUT = 109.090 RIM = 115.098 SUMP -108.430 A-13 INV IN • 108.530 A-12 INV OUT= 108.430 RIM= 114.037 SUMP= 107.430 A-9 INV IN = 107.530 A-8 INV □ITT= 107.430 RIM= 114.000 SUMP= 107.400 A-12 INV IN = 107 .500 A-11 INV OUT = 107 .400 RIM= 113.024 SUMP= 107.250 A-S INV IN -107.2SO A-4 INV OUT= 107.650 RIM = 112.603 SUMP= 107.030 A-2 INV IN = 107.060 A-3 INV IN = 107.030 A-I INV OUT= 107.030 RIM= 112.061 SUMP= 107.450 A-7 INV OLJT = 107.450 RIM • 107.570 SUMP=??? A-1 INV IN = 106.720 RIM • 0.000 SUMP = -5.124 A-4 INV IN = 107.380 \ \ \ \ ) ./ J I I IO'X36" ~RCHED CONC PIPE ./ - -1---r r-""" f 11 I \ ;1~~ STURCTURE TYPE HGI HGI HGI HGI HGI HGI HGI HGI HGI HGI HGI I j I I I I [' I l I l { l \ .\ --+-- 4-- \ Pipe Name A-10 A-9 A-8 A-13 A-12 A-11 A-4 A-5 A-2 A-3 A-7 A-1 PROPOSED STORM NETWORK Pipe Material Size Length Slope RCP (CL III) 12.000 50.8808 1.435% RCP (CL III) 12.000 103.5903 1.506% RCP (CL III) 12.000 15.4776 1.163% RCP (CL III) 12.000 88.0324 1.499% RCP (CL III) 12.000 61.0718 1.523% RCP (CL III) 12.000 12.4879 1.201% RCP (CL III) 12.000 17.0821 1.581% RCP (CL III) 12.000 8.5035 1.529% RCP (CL III) 18.000 14.5429 0.619% RCP (CL III) 18.000 20.5434 0.584% RCP (CL III) 12.000 17.3191 1.155% RCP (CL III) 24.000 50.6421 0.612% GRADING LEGEND --m---MINOR CONTOUR ---£00---MAJOR CONTOUR "'½= SPOT ELEVATION ~ TOP OR CURB ELEV SOD.OD BOTTOM OF CURB ELEV TW TOP OF WALL ELEV GrW FINISHED GRADE ELEV ON HIGH SIDE OF WALL GBW FINISHED GRADE ELEV ON LOW SIDE OF WALL ME MATCH EXISTING ELEV HG! HOODED GRATE INLET @ 0 20 L-I SCALE: 1"=20' z 0 6 ::::, ~ !ii z 0 u ~ 0 u.. 5 z t: ::.: "" u:J Q. "" f2 u.J ::::, "' ~ ,,. I 10/28/25 l!J <!> I (.) <( a ~ w OJ w l') c : z <( ll'. 0 <(~ z ll'. ::i v z OJ ::i -UJ <( :r ~ <( I (' :t' r iii 0 ~hl21J25 These drawmgs 11nd design lnten1 are ine :sol11J PNJPf."lly Q4 K.>d,. E1>gin0enr•, LlC wtiidl ma~ no1 oo-reprooucea WlthouN lhe writlefl pemttS,slon. ~ i u _J _J Y'> ~--0::: LU w ti; ~ {Ji _J ::::::) l? <( U ZLU"' 1-1 a. W~O a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ :::::) u SHEET TITLE: SITE GRADING AND DRAINAGE PLAN DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: C3.0 D > ----' co < -I ► f ~ EX FIRE HYDRANT --- I I I I TIE TO EX 6" SANITARY SEWER SERVICE STUB OUT. )I I I I INV•±109.85 (FIELD VERIFY I I I I PRIOR TO ORDERING MATERIALS) ..... \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .... I I I // // // // // ~ ~ ~I ~ ~ ~ ~ ~ ~ Ill I ~ y y y y y 'y EX B" PVC GRAVITY / I I I I I I SANITARY SEWER MAIN I //////~j EX GAS MAIN __.---r \ \ \ \ \ \ \ \ /\ /\ /\ ; y y \ \ \ \ \ \ \ \ \ \ \ /\ y y \ \ \ \ \ \ \ /\ /\ y \ \ \ TIE TO EX 6" SANITARY SEWER SERVICE SlUB OUT. INV=±109.85 (FIELD VERIFY PRIOR TO ORDERING MATERIALS) @) FOUND SERVICE THOMP1SON t #4 RE ?R -- @) ~ -u < <( ~ I'-- m C) . 0 +I LOT 8 ORTE, CAVE/MITCHELi 1.5" IRRIGATION METER & RPZ BACKFLOW PREVENTER PER FAIRHOPE PUBLIC UTILITIES STANDARDS AND SPECIFICATIONS /\ \ \ \ f 6" PVC (S DUMPSTER D @1.0% SLOPE I ) MER PAD. SERVICE DINATED TIES 2" PVC (SCHD 40) OOMESTIC WATER SERVICE S89"39 '.l 9'E 23B.0 2'(R) S 89 "39U3 "E 237.97'(M) -6" CAST IRON FLOOR DRAIN. SLOPE DUMPSTER ENCLOSER TOWARD ..------DRAIN. ENSURE AREA OUTSIDE THE DUMPSTER ENCLOSURE DRAINS --AWAY FROM THE DUMPSTER AND NOT INTO THE FLOOR DRAIN 2" DOMESTIC WATER METER & RPZ BACKFLOW PREVENTER PER FAIRHOPE PUBLIC UTILmES STANDARDS AND SPECIFICATIONS \ N9 0·00U O·W 2369 4·(R) -j----========;--- 6" PVC (SDR-26) DUMPSTER DRAIN LINE @1.0% SLOPE MIN T~x1~rncoNCPIPES LOTB i:k {/11 I) \ ~ ;:: I I I I \ " / ) 1 ,'.iE TO~ 12" WATER MAIN '(4"x12" HOT TAP) ~J J 4 I ) TAP PER FAIRHOPE PUBLIC I.ITILITIES I STANDARDS AND SPECIFICATIONS ~\~ll=:, \ :/M(rr1r~~ \"· I /y ( I ~: J-EX 6" DIP SANITARY f d ) T ER FOi:ir J 7" • TT ;;;'A~~~D~IN I • I I ' i i<. I f I I ~ Do PROPOSED CULVER'S FFE • 116.50 I I SEE PLUMBING PLANS FOR CONTINUATION OF UITLITI AT BUILDING :i :: I f I ~,~ I f I \ ~1 ~~ I i;g~ 1 1,,\ ::~ I I I \ I I I I \ I I f I I ) I I \ I I I f \ I : ~rn, \ I I : : \ I I I \ I I \ I I ) I I I I ./ J J I fO'X36"ARCHED CONC PIPE t - -r-- • ~p-+ : I a:, n m SCALE: 1"=5' I I I I I / I I d r f j I I I l I I I I I I I r I ! j l l l l \ --+ - - --l- \ UTILITY LEGEND --F--FIRE SERVICE -w-DOMESTIC WATER "1 FIRE HYDRANT H GATE VALVE • THRUST BLOCK -ss-SANITARY SEWER °'• SANITARY SEWER CLEANOUT 0 SANITARY SEWER MANHOLE -OHP-OVERHEAD POWER -G-GAS SERVICE 0 20 L-I SCALE: 1"=20' z 0 6 =i ~ !ii z 0 u ~ 0 u. ti z t:; :E ~ UJ 0. ~ f2 UJ =i C/l ~ "" I 10/28/25 l!J l') I ~ a~ w [!l UJ (!) c ~ z <( a: 0 <(~ z 0: :i v z [D :i -llJ c( :E ~ c( I (!) z i a: cii © copyright 2025 These drawings and design intent are the sole property of Kadre Engineering, LLC which may not be reproduced without the written permission. ! I u ....J ....J Y'> ~--0::: LU w ti; ~ {Ji ....J ::::::) l? <( U ZLU"' 1-1 a.. W~O a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ :::::) u SHEET TITLE: SITE UTILITY PLAN DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: C4.0 ;-\..j_ .M, TBM 118 25 (CA1165) #4REBAR. D > t ----' co ----' ----' T LOT 8 ORTE :ArnMITCHELI LU C><l \ \ I \ \ \ \ \ \ \ ) _/ J I I 60'X3 B"ARCHEDCONCPIPE ·/ - -1--- -------------114 n ----- ----------co I I I I I / I I I I I I I I ! i j I I I I [' I l I l { l \ -\ t I --+--- .!,_._ \ z 0 6 =i ~ !ii z 0 u ~ 0 u., ti z t:; :E ~ UJ a. ~ f2 UJ =i C/l ~ EROSION CONTROL LEGEND --§] SIL TFENCTNG c:z:=::z:::::J [ill SILT SOXX @ [ill SILT SAVER/ DANDY SACK INLET PROTECTION = ~ CHECK DAM ~ CONSTRUCTION EXIT PAD ~ OUTLET PROTECTION ~ CONCRETE WASHOUT ~ EROSION CONTROL BLANKET §] DIVERSION BERM ~ PERMANENT SEEDING @] TEMPORARY SEEDING ~ MULCHING @ 0 20 ,,. L-I I SCALE: 1"=20' 10/28/25 l!J l') I u a:~ <( w [[l w (!) c ~ z <( a: 0 <(~ z Ir :i v z (D :i -l1J <( :E ~ <( I ~ z i a: cii © copyright 2025 !hese drawings and design intent are the sole property of Ka~re Engineering, LLC w~1ch may not be reproduced without the written permission. ~ i u ....J ....J V) ... -::E a::'. LU ~ ~_J ::::::) l? <( U ZLU"' 1-1 a.. W~O a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL LU SHEET TITLE: :::j :::::) u EROSION AND SEDIMENT CONTROL PLAN (INITIAL PLAN) DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: cs.a ;-\..j_ .M, TBM 118 25 (CA1165) #4REBAR. LOT 1 D > ----' co ----' ----' \ \ \ \ ) _/ J I I 60'X36"ARCHEDCONCPIPE "/ \ - -1--- -------------114 n ----- ----------co I I I I I / I I I I I I I I ! i j I I I I [' I l I l { l \ -\ t I --+--- .!,_._ \ z 0 6 =i ~ !ii z 0 u ~ 0 u. ti z t:; :E ~ UJ a. ~ f2 UJ =i C/l ~ EROSION CONTROL LEGEND --§] SIL TFENCTNG c:z:=::z:::::J [ill SILT SOXX @ [ill SILT SAVER/ DANDY SACK INLET PROTECTION = ~ CHECK DAM ~ CONSTRUCTION EXIT PAD ~ OUTLET PROTECTION ~ TOPSOIL ~ EROSION CONTROL BLANKET §] DIVERSION BERM ~ PERMANENT SEEDING @] TEMPORARY SEEDING ~ MULCHING 0 20 ,,. L-I I SCALE: 1"=20' /. 10/28/25 l!J l') I u <( a:~ w [[l w I!) c ~ z <( a: 0 <(~ z Ir :i v z ID :i -l1J <( :E ~ <( I I!) z i a: cii © copyright 2025 !hese drawings and design intent are the sole property of Ka~re Engineering, LLC w~1ch may not be reproduced without the written permission. ~ i u ....J ....J V) ... -::E a::'. LU w ti; ~ {Ji ....J ::::::) l? <( UZLU"' V) a.. w ........ o a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ SHEET TITLE: :::::) u EROSION AND SEDIMENT CONTROL PLAN (INITIAL PLAN) DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: cs.a ADA VAN ~ ADA ACCESSIBLE ACCESSIBLE SIGN (1YP) SIGN SEE NOTE 1 Q NOTES: 1. SIGN LOCATION NOTES: 1.a. SIGNS LOCATED IN PAVEMENT SHALL BE BOLLARD MOUNTED. 1.b. SIGNS LOCATED BEYOND PAVEMENT SHOULD BE POST MOUNTED AND USED IN CONJUNCTION WITH A CONCRETE WHEEL STOP IN THE PARKING SPACE. 2. ALL ACCESSIBLE PARKING AND ROUTES TO CONFORM TO THE REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT OF 2010. 3. CONTRACTOR TO VERIFY WITH LOCAL CODES FOR ANY ADDITIONAL REQUIREMENTS. 4. AOA ACCESSIBLE PARKING SIGN SHALL CONFORM TO ALL GOVERNING REGULATIONS. GM SOLID BLUE PAINT STRIPE AT 2' O.C. 4" WIDE BLUE STIUPE ADA ACCESSIBLE PARKING LAYOUT OR 11' SPACE 12" MIN RESERVED PARKING g AISLE 12" MIN RESERVED PARKING ;!; g ,: ~ FOR V~ ACCESSIBLE PARKING FOR VAN ACCESSIBLE PARKING "UK-CHANNEL POST (3-LBS/FT) SLOPE TOP OF CONCRETE TO DRAIN 3,000 PSI MIN COMPRESSNE STRENGTH CONCRETE POST MOUNTED ADA ACCESSIBLE SIGN "U"-CHANNEL POST (3-LBS/FT) i'j ;:; '-' re "' SLOPE TOP OF CONCRETE TO DRAIN 3,000 PSI MIN COMPRESSNE STRENGTH CONCRETE BOLLARD MOUNTED ADA ACCESSIBLE SIGN ~ ADA ACCESSIBLE PARKING & SIGNAGE 1 2.0" 6.0" IMPROVED SUBGRADE j 2.0" 2.0" 6.0" IMPROVED SUBGRADE STANDARD DUlY ASPHALT PAVING ASPHALT WEARING SURFACE, ALOOT SECTION 424-A, 1/2" MAX AGG. TACK COAT, ALDOT SECTION 4C5 ASPHALT BINDER COURSE, ALDOT SECTION 424-B, 1" MAX AGG. HEAVY DUTY AS~NG CRUSHED AGGREGATE BASE COURSE, TYPE B, ALDOT SECTION 825, COMPACTED TO 98% (ASTM D 1557) SCARIFY AND RECOMPACT THE UPPER 12" IN CUT AREAS TO 98% MAXIMUM STANDARD PROCTOR (ASTM D-698) OR PER ON-SITE GEOTECHNICAL RECOMMENDATIONS ASPHALT PAVING CONCRETE SIOEWAUK (SEE DETAIL) MATCH LANDING WIDTH SEE PLAN ARMOR-TILE CAST-IN-PLACE DETECTABLE WARNING COLOR: BRICK RED (OR AS SELECTED BY THE ENGINEER) INSTALLED PER MANUFACTURER'S DETAILS AND SET IN FRESH CONCRETE TO PROVIDE FLUSH CONDITION. NOTES: DETECTABLE WARNING 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN DISABILITIES ACT OF 2010. 2. RAMPS SHAU. HAVE A TRANSVERSE BROOMED SURFACE TEXTURE ROUGHER THAN THE SURROUNDING SIDEWALK. ADA INLINE CURB RAMP CURB WHERE REQUIRED BY PLAN. WHERE NOT SHOWN ON PLAN, RAMP AND LANDING TO MATCH SIDEWALK WIDTH. LANDING CRITERIA: MAXIMUM SLOPE IN ANY DIRECTION 2.0% SLOPED TO PREVENT ACCUMULATION OF WATER RAMP CRITERIA: MAXIMUM LONGITUDINAL SLOPE 1:12 MAXIMUM CROSS SLOPE 2.0% ;,. CONCRETE SIDEWALK MEDIUM BROOM FINISH (lYP.) ;,. COMPACTED SUBGRADE SIDEWALK ;,. I,'~ ,, 5 COMPACTED SUBGRADE 6" HIGH TURNDOWN SIDEWALK ADJACENT PAVING NOTES: EDGE OF PAVEMENT 6' MIN (SEE PLAN) 1. MINIMUM CROSSWALK WIDTH SHALL BE 8 FEET WHERE THE POSTED SPEED LIMIT IS 40 MPH OR GREATER AT A NON-INTERSECTION CROSSWALK. 2. WHERE CURB RAMPS ARE PROVIDED, CROSSWALK MARKINGS SHALL BE LOCATED SO THAT THE CURB RAMPS ARE WITHIN THE EXTENSION OF THE CROSSWALK MARKINGS. NOTES: COMPACTED SUBGRADE 1.CONCRETE TO BE 4,000 PSI COMPRESSNE STRENGTH. 2. SUBGRADE TO BE COMPACTED TO 98% MAXIMUM STANDARD PROCTOR (ASTM D-698). 3. CROSSWALK LINES SHALL BE SOLID WHITE PAVEMENT STRIPING OR THERMOPLASTIC AS REQUIRED BY THE SITE PLAN AND/OR THE LOCAL JURISDICTION. 3. REFER TO CONCRETE JOINT DETAIL FOR ADDITIONAL REQUIREMENTS. FLUSH TURND CONCRETE SIDEWALK PEDESTRIAN CROSSWALK NOTES: DIMENSIONS TYPE Ll L2 18" I 12• 118" 24" I 18" I 24" 30" 24• 30" 1. CURB AND GUTTER SHALL BE A MINIMUM OF 4,000 PSI CONCRETE 2. CONTRACTOR SHALL MATCH EXISTING CURB AND GUTTER AT TIE IN LOCATIONS. 3. SEE CONCRETE JOINT DETAIL FOR JOINTING INFORMATION. 4. CONTROL AND EXPANSION JOINTS SHALL ALIGN WITH ADJACENT SIDEWALK AND/OR CONCRETE PAVING JOINT PATTERN. 5. PROVIDE 6" MIN DEPTH DENSE GRADE AGGREGATE BASE UNDER ALL CURB AND GUTTERS TO 12" BEYOND BACK OF CURB. CURB AND GUTTER MATCH RAMP WIDTH SEE PLAN ARMOR-TILE CAST-IN-PLACE DETECTABLE WAANING COLOR: BRICK RED (OR AS SELECTED BY THE ENGINEER) INSTAil.ED PER MANUFACTURER'S DETAILS AND SET IN FRESH CONCRETE TO PROVIDE FLUSH CONDITION. C\JRB SMOOTH TRANSmON AT GRADE BREAK ADJOINING SURFACE RAMP SLOPE MAXIMUM SLOPE NOT TO EXCEED 1:20 NOTES: SECTION A-A ~ 'R ltJ2'R 1' 1' 4'-9" 4'-9" LEFTlURN RIGHTlURN NOTES: 1. WORDS AND ARROWS FOR DRNEWAYS SHALL BE APPLIED ACCORDING TO REQUIREMENTS AS OUTLINED IN SECTION 3B-20 OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FDR STREETS AND HIGHWAYS 2. ALL TRAFFIC FLOW l'AAOWS TO BE SOLID WHITE REFLECTIVE TRAFFIC PAINT OR MEET LOCAL REQUIREMENTS. 3. DIMENSIONS SHOWN ARE FOR PRNATE PARKING LOTS AND ACCESS DRNES. DIMENSIONAL STANDARDS FOR PUBLIC ROADS SHALL BE PER THE LOCAL AUTHORITY HAVING JURISDICTION. PAVEMENT STRIPING DIRECTIONAL ARROWS RAMP CRITERIA: MAXIMUM LONGITUDINAL SLOPE 1:12 MAXIMUM CROSS SLOPE 2.0% l SIDEWALK LANDING MAX SLOPE = RX" 'DETER:INED BY ACCESSIBLE ROUTE '/::,,~ /;:;,_,,~- ~~~~>---:.... *ACCESSIBLE ~ ,,,. ~ ...._ .... ROUTE DIRECTION 6" ............ :!,:'le 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE AMERICAN DISABILITIES ACT OF 2010. 61/2" 2. RAMPS SHALL HAVE A TRANSVERSE BROOMED SURFACE TEXTIJRE ROUGHER THAN THE SURROUNDING SIDEWALK. CURB RETURN RAMP GROUT HOLE FULL 1/2" MAX. CLEARANCE 3/8" TOOLED-----._ £":1 EDGE (TYP.) ~-#3 1/2" SID PIPE OR 3/4" REINF. ROD SHAU. BE PLACED PRIOR TO SURFAONG OR IN A HOLE DRILLED IN THE FINISHED SURFACE WITH A TIGHT FIT OBTAINED BY AN APPROVED METHOD, OR DRIVEN INTO THE SURFACING ELEVATION PRECAST CONCRETE WHEEL STOP SECTION 1 -=: /-_ ~~-1 ~-4 =--~_J. -~-:--_: ~--,: ~ _--~~ j 5.0" ,- III IIl=Jil:;:;Jl IMPROVED SUBGRADE 0 PORTLAND CEMENT CONCRETE PAVEMENT (4,000 PSI/650 FLEXURAL) HEAVYDUlY CONCRETEPAVi:NG 0 CRUSHED AGGREGATE BASE COURSE, lYPE B, ALOOT SECTION 825, COMPACTED TO 98% (ASTM D 1557) iol SCARIFY AND RECOMPACT THE UPPER 12" IN CUT AREAS TO 98% MAXIMUM STANDARD PROCTOR (ASTM D-698) LJ OR PER ON-SITE GEOTECHNICAL RECOMMENDATIONS [:] CONCRETE PAVING REINFORCEMENT MUST BE 4X4 W2.9/W2.9 WELDED WIRE FABRIC PLACED AT MID-DEPTH. ¾" DOWELS AT 12"0.C. (ONE END GREASED) LOCATED AT EXPANSION JOINTS AND POUR BREAKS WITH 6" EMBED LENGTH. SEE CONCRETE PAVING JOINT DETAIL FOR A□DmONAL JOINTING INFORMATION. FIBER REINFORCEMENT MAY BE All.OWED AS AN ALTERNATE. CONTRACTOR SHALL PROVIDE DESIGN FROM FIBER MANUFACTURER TO KADRE PRIOR TO INSTALLATION. CONCRETE PAVING j 8.0" IMPROVED SUBGRADE z 0 6 =i ~ !ii z 0 u ~ 0 lJ.._ ti z t:; :E ~ UJ o,_ ~ f2 UJ =i C/l ~ 10/28/25 l!J l') I u <( a:~ w [[l w (!) c ~ z <( a: 0 <(~ z Ir :i v z (D :i <( -l1J :E ~ <( I ~ z i a: cii © copyright 2025 These drawings and design intent are the sole property of Kadre Engineering, LLC which may not be reproduced without the written permission. ! I u ....J ....J Y'> ~--0::: LU w ti; ~ {Ji ....J ::::::) l? <( U ZLU"' 1-1 a.. W~O a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ :::::) u SHEET TITLE: CNIL DETAILS DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: C6.0 12" PLAN VIEW BERM AROUND PERIMETER 2'-0" MIN. COMPACTED EMBANKMENT I 8'x8' MIN. I MATERIAL, TYP. ORAS REQUIRED TO CONTAIN WASTE CONCRETE GROUND SURFAG l--!-12"MIN. 3:1 OR FLATTER SIDE SLOPES 1. THE CONTRACTOR MUST PROVIDE A DESIGNATED AREA FOR CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF THE VEHICLES. THIS AREA MUST HAVE A CONCRETE WASH DOWN FAOLITY AND SHALL BE CONSTRUCTED ACCORDING TO THE DETAIL SHOWN BELOW. 2. THE CONCRETE WASHOOWN FA□LITY SHALL BE LOCATED A MINIMUM OF 50 FEET FROM STORM DRAINS, OPEN DITCHES, OR WATER BODIES. 3. WASHOUT DISCHARGE FROM niE CLEANING OF CONCRETE TRUCKS, TOOLS AND OTHER EQUIPMENT SHALL NOT BE DISCHARGED INTO STORM DRAINS, OPEN DITCHES, STREETS, OR STREAMS. 4. EXCESS CONCRETE SHALL NOT BE DISPOSED OF ON-SITE. ALL EXCESS CONCRETE SHALL BE TRANSPORTED OFF-SITE AND DISPOSED OF PROPERLY. 5. IT IS PROHIBITED TO WASH OUT THE MIXING DRUM OF CONCRETE TRUCKS ON-SITE. ~ CONCRETE WASHOUT AREA ANCHOR FRAME PER MFG REQUIREMENTS H20 RATED FRAME AND GRATE (SEE NOTES) NOTES: VARIES TRANSITION SECTION (WHERE REQUIRED) M.H. STEPS TO BE MANHOLE BASE TO BE MONOUTHICALL Y CAST WITH BOTTOM 1. PRECAST MANHOLE BASE, RISERS AND FLAT TOP SHALL BE H20 TRAFFIC RATED. PRECAST CONCRETE BOXES ARE ACCEPTABLE AS AN ALTERNATIVE TO PRECAST MANHOLES FOR STRUCTURES LESS THAN 6' DEEP. NO KNOCK OUT BOXES ALLOWED. 2. CONTRACTOR SHALL ENLARGE STRUCTURE DIMENSIONS TO ALLOW FOR INCREASED PIPE SIZES, PIPE ALIGNMENT SKEWS, MULTIPLE ENTRY PIPE ENTRY POINTS, DEPTHS ETC. 3. INLETS IN HARDSCAPE AREAS SUBJECT TO PEDESTRIAN lRAFFIC SHALL BE ADA COMPLIANT AND H20 TRAFFIC RATED. (BASIS OF DESIGN FRAME EAST JORDAN IRON WORKS V5622 FRAME AND V5622-80 GRATE) AND ROADWAY AREAS SHALL BE H20 TRAFFIC RATED (BASIS OF DESIGN FRAME EAST JORDAN IRON WORKS V5622 FRAME AND V5622 GRATE) GRATE INLET IN PAVING OR HARDSCAPE HOG WIRE FASTENERS EVERY 2 FT ~ ~~r~o~ ~ - -t U! . 'il . f-~ -f-I I I I I I f- -f-f-z ~ ~ f- :--F~~1E~f~~Gt f-~ ~ ~ f-: ~ -f-f-n ,,-, , 1 f- - I + f-f- -f- I I I I I I f- -f-f-f-,\ 1...1.1 +-f-f- ,!i - ;~:H--~~:J -- GROUND LINE ,: ~ -- FRONT VIEW LOOP GEOTEXTILE FABRIC OVER POSTS AND WIRE. ,4J111¥~rz 'I' i: ~ SIDE VIEW NOTES: 1. WOVEN WIRE FENCE SHAU. BE MINIMUM 14 GAUGE, 611 X 6" (ALDOT ALLOWS UP TO 12n HORIZONTAL SPAONG). 2. THE WOVEN WIRE FENCING SHALL BE FASTENED TO THE UPSTREAM SIDE OF POSTS BY STAPLES OR WIRE TIES. 3. GEOTEXTILE FABRIC SHALL BE SECURELY FASTENED TO THE WOVEN WIRE FENCING. 4. MACHINE TRENCHED GEOTEXTILE SHALL BE TRENCHED VERTICAL AT LEAST 8" DEEP. 4" X D" WYE FINISHED GRADE 4" X D"WYE HEAVY DUTY TRAFFIC RATED CLEANOUT HANDHOLE RING AND COVER (H-20 LOADING) TO BE FLUSH WITH GROUND 4" MIN. BRASS, METAL, OR PVC CAP 4" 45° BEND SANITARY SEWER CLEANOUT NOTE: GREEN HIGH-FLOW MATERIAL ISOMETRIC VIEW POCKET FILLED W/ ROCK FOR WEIGHT ROCK PROVIDED BY PURCHASER NOTES: I1-j-. ;'=-'--'.J..~~,_,,_.,__""'"""' 2.0" SLOT WIDTH @NARROW END ELEVATION VIEW 1. THE BASE OF THE FABRIC SHOULD BE BURIED WITH COMPACTED EARTH FILL AT LEAST 12" INTO THE SOIL OR EXTEND HORIZONTALLY AND BE ADEQUATELY SECURED WITH BALLAST MATERIAL ACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS. 2. INSPECT FABRIC DAILY FOR CUTS, ABRASIONS, AND PROPER INSTALLATION. REPLACE OR REPOSITION AS NECESSARY. 3. WHEN SEDIMENT HAS ACCUMULATED TO½ THE HEIGHT OF THE STRUCTURE, IT SHOULD BE REMOVED AND PROPERLY DISPOSED OF. ~ FABRIC DROP INLET PROTECTION 1.625" PIPE OLfTLET TO WELL-DEFINED CHANNEL NOTES: ~ IS THE LENGTH OF THE RIPRAP APRON. 2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP niE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. INSTALL GEOTEXTILE FABRIC UNDER niE #1 STONE TO EXTEND THE LIFE OF THE ENTRANCE. 5. REFER TO FIGURES OP-2 & OP-3 IN niE ALABAMA EROSION CONTROL HANDBOOK FOR SIZING OF APRON AND GRADATION OF RIPRAP TO USED. CONSTRUCTION EXIT PAD ROOF DOWNSPOUT 6" 45° PVC ELBOW 6" 0 PVC PIPE DOWNSPOUT (SEE ARCH PLANS) CAST IRON DOWNSPOUT BOOT (SEE ARCH PLANS) MANUFACTURER'S TRANSffiON COUPLING PVC PIPE TO MATCH DOWNSPOUT SIZING PVC EXPANSION FITTING 6" 90° PVC ELBOW 6" 45° PVC ELBOW 6" 0 PVC PIPE (12" MIN COVER AT FOOTING LOCATION, 24" TYPICAL) PRQFJLE ROOF DRAIN CONNECTOR 45° PVC WYE ROOF DRAIN COLI.ECTOR PIPE. SEE PLAN 45° PVC 'WYE ROOF DRAIN COLLECTOR PIPE. SEE PLAN OUTLET PROTECTION 4" CONCRETE (4,000 PSI) WITH WWF 6" X 6" - Cf W2.9XW2.9 ;,! [tlf.:-1===:~===Y -IB"I-- SLOPE PAVED HEADWALL STORM PIPE z 0 6 =i ~ !ii z 0 u ~ 0 u.. ti z t:; :E ~ UJ a. ~ f2 UJ =i C/l ~ 10/28/25 l!J l') I u <( a:~ w [[l w (!) c ~ z <( a: 0 <(~ z Ir :i v z (D :i <( -l1J :E ~ c( I ~ z i a: cii © copyright 2025 These drawings and design intent are the sole property of Kadre Engineering, LLC which may not be reproduced without the written permission. ! I u ....J ....J Y'> ~--0::: LU w ti; ~ {Ji ....J ::::::) l'J <( U ZLU"' 1-1 a.. W~O a.. II uo::: oz1-1 :r:~~ a::: LL ........ ¥l <( ct:'. LL~ :::::) u SHEET TITLE: CNIL DETAILS DRAWN BY: BAN CHECKED BY: DAD DATE: 10/28/25 PROJECT NUMBER: 24112 SCALE: AS SHOWN SHEET NUMBER: C6.0 ta~ofAlal:>ama) Baklw,nCcunty) To: ~a,rl'x:>p,e Land, LLC, a W,!>COll.,M lm,ted 11,0~11:y cornpaM:,t, United Communty b,inl<, Its ""="'°"'an,;Vor •9!>lqn,'> as tflel r .-,,,pective ,.teree,t may appear, and Conman We11lth L,ncl Title IM1.n11i,::e C:,m~ny Thi•~ toa:rbly that tli1:, map or ~t and the~ on fflch It ,:, C'i5ed "'ere made In accorda1ce w,tt, the 2021 Mn11t1urn~rd Detad ~ui~menb for ALTNN5P5 l.inc;. Title 5\Jrvey:>,.JQln«y~bl,;i.::datJd~t>yl'UA;arldN5"5,illld lnCil!de:>ltem:> I, 2,3,4, ~. G(;a), G(bJ, 7(t>J(IJ, o . "· 1 l(aJ, 13, 16, 17,i11d l l)ofTableAtlleroof The~eldworkwai,compietedon5~mber 10, 2025 TrerttW,l5onJ'LS l 34?G4 229 E. 2oth A.~ .. 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D=-,one>IC""""'""• R,,e,tl'd>on>to lbe~P<>o<>t,, 5,WM>,on(......,;ul>dlD<2, llWCorH,vy 1"'1-Hwy 1045'\>dM~., ~., Doc# 2183760, Doc Mo. 2191275 ""~Doc~- 22o:xx)(),,,_,. lult-.,,.....,...,.,,,.,n [)oc No. ___ ,M ,,y,"'endr!,.,,,t,,t1>,\'do Un,~i,,to,~'"""••'ncon"f'k,t,,>rfu-m,t,oo~d I. MorivrM11t6 p1a,;e,:l (or .:, l'<lfer= rnr;;n,,md<lt or ""1Wl'I$$ to thecorr,er) '1< ai 01aJor con;er'o> of tMe ~ry ofti1e ~......,,.,ye,,1 prof'trly, unk,,;,;.:,lrt,a,,:lyrmrW or ri,f<,renced by e,:,5b~ rnor,uments or MVl<95.e5., ci05<9 proxIrrnty to tM<9 wmee. [511CWtlonw,vey) 2 . Ad.d.r~,(e,) of the ~rveyed p~rty ,t <ll~i=<i In <10eumen~ pr""1ded to or ob~ l;y the, ~rveyor. or ole<!Ned ..tl l~ COtl::h!Ct1t11 th<! ~eldwork.. Addr~,notprc,,adedorfound 3. flood zone cl!o,,..f,cat,on [w,ti-, proper .innobtion OO'l:s&:I on federal Fioo<! l~ce Rate ~ or the~ or loe>l equ,v;alent) depicted by ~led o,~p bc:at,on and '3'"f'"'C pk,tt1n<,lonly. Cotnrun,ty p.inel # 0 I 0030XG IM (Zone XJ Effective 4/ I9/2/J 19 4. ~! LltM area (,nd otMt' 3-I15,fMCl~M byttie d~tl. 5MOW11on :-urvey 6. [a) If the rum,ntro""'d cla !!!'"1f<Ai:1on, ,oetb,,cl req,Ir""""1t,,, the het~t a-id fkx,r ,;pace area re.tnct,on,,, and park,~ '"'l""'""'nt"' "'f"'C'f1Gtotiie """""""°' pr0f"<"1Yare sd: forth ,~ ;, zor11~':'I rtpot'l or ~r prwdtd to tht !,ur'vtyof' t,y tht cl,~t or tht c•c~ft; de$":1r1ated ~f"'t$<!nliitivt, l,!>t Ult;,~~ ,tt,11!, on th<!: f'l"t or' rrap and ,dt~Lfy tht dateaand,,,,,..=oFthcr,:portrxlett,:r. No repcxt f""0",'1~d to:3cx-,;eyor, ri...tted ~b.lcb and =ment:3 ,11own on :31.11'Vey. [b) lftli,: Z<Jr>tl<3 ~brl. '"'1."'"""'"te, ~f''""~" toU1e e,urv"Y"'d prof"'rty~r-.,, Mt forth 1n ~ Z<Jt'\ltl<3 ""port or ld::tee prov,,t,:d to the'""""")'Orbyttie d1,,,,t;orth,: cl""'1t'!!! de,":lnate:d '"P'"""'lffi/V"' and rl the= rc"luore:rnen!,, do not r,e<tuire an ,nt"'"F"d;a;.,,,, b-1the wrve:yor, qrapt,,cdydt:p>ci: th°"" rq,reme:nt,,'"" the pbt ex map and od,;ntrfythe daati: and =urre of ti,,: rgport or O':tW. No ~pcxt or letter fl"""cled tow~. Set~...:½ :;hown p.::r rccorole.4 plat [b)5<\u;arefoota':le of, [IJ~et'IDrfootr~ntot'.illbuldin<J!.~t<Jroundlevel No bUkit1<:J!l'"" !>UbjOOt prop,,rty t:,. ~tant,.11 featl.'Ce5observec; ,n the pr= of~"'3 theflek>work: r,n add1t1011 to the ,mproveme~ and feat,.,;-~ re,i.l.ll'ed ~tto ~ec;t,on !'i ,t,ove) re .'d-parl<Jn<3 lot!,, t>lllboordi!!, !!11'311!1, !!!WUTITT"'3 pool!!, land!JC.i!p&I at'til!!, !!!~bnbal .:,re,,!!! o-freftee) PrOf"'ltyl!!!vatClnt:mdLJn.<mf'"~ 9 . Nul1Ver and t)'f" (e.<j., d,~iabled, rtJOtorc;de, re<;iular, and otf-ler m.rud ,p-ec,a!zed t)'f"'5) of cle.lrly 1d,:nt1f1able parl<Jn',l 'F''"'e:3 on ,urface f'<'rl<Jn<j ar~. 00, llnd 11 piti:lrl<J ,truct,..~. 5t~p,11<J of cle.rly 1dent1f1iable p;;iri.,n<, ,p~= on ,Lrface parton,a are.., and kit, Doe!lnotapply I I. Ev!denceofuider,arwndutl lbe~~~q onor5enar,q tt,,: ~eyed property(inadditiontotheot:>~ ~deno:, olutt1,1t1,:~ required pu=iaittoSectlc>i 5.E.rv.)z, deteomnedby, (.l)plon,iand/orreport!lpr'O\ol<:ledbydient(w,threfer=ae,tothe=urce!lof"'lorm.ot,cr Ut1Wt~!lhown;:5m.1rked 13. N-clM.JOIM'n<] = a,:.,xrd,nq to "'-'Tent bx r&:.erd!!!. If mere tMn one ewr,ee, ,~nttl;yl:he f,r,t ""'nu'!. n~me ~3ted ,n t.11e bx re.cor~ fello~d l::y'et al.' Shown OM 5LWe)' I G. Cvidence of recent earth tf\Cl'llll<] work, buddrl<:J construction, or bu ld1rl<,l .additions ob,;,:r,,,ed tn the ~,; of con.:luct.rl<j th<! fieldwork. Therei,inoa,rrentearlJ-iwor<~n'dcoorlet<!d. I 7 . l"r"f'=cl ch.anqe~ In ~treet rIqht of way lne~. ~ ~L0::11 1ntenr,abol11:, rru~ available to the ~rt-,' the centroli rl<,lJU'edlci:lon . f,,.,deri,::e of recent Mreet ,,.-~ldewaik =ruct1011 a-repiur, ob,iaved In trn: ~ of conduct1nq the ~ddwork. Noctian,i<=<>~erved .Cornm::rcuddel':'io P"etltl!lpi,..,ned It:',. PCJt-eu~toS<!ct,on,; 5 .and6 [and.appl,c..ible $elected T.ableA ,te.,,.,, ""cli.Jd<n':I Table A ,t.:,m I), 1riclude•s p.,rtofti1e!le<Veyat1),'piottabl<1 offuite(,.e., af'f'Urt<!rl.ontl e;sement,;d1sciosed1nd=ments~toorct,t,i1nedbyth.'a,;UNeyor. 51iownon paqe 2of $utvey LEGEND BLDG 6 Ull.DING C/IJ.C CALCLJIAreD ct1 CHOiW ~ ~~Lf R/W RJGHTOFWA'T' S.f. SQUARE FEET Fl A!RCONDfTIONfR -0-UT!UTYf"OLC f-ANCtlOR -WAU. CONC CONCffTE GI WATl':RMIT!'.R. (!) S<MROO, 18:J IRRIGATION CONTROL BOX ~ ti~~Z;,~~ l!:l COIV\MIJNICATIDN EDX IIl ELECTRICOOX f} l"IBfR OFTIC OOX z ~~:~~~NT (MJ Mt:Ael.lR!'D ~ REC:Of?..DfD CM CONCRfTI: MONUMf'},IT F!J.ICl"'. -X­ o~~u.0UT1Lmcs -//- SCALE, 1'=20 0 20 ~•c- NOlEl · 40 60 I I. MEASURED 6EARlNG5 8A5ED ON GEODETIC NORTH NAD I 983 lo OBfAJNl:D 6Y GP5 065ERI/ATION. 2. f:1£\1/1.TIONS DASl'.DONNAYO ISDOAS COT/IJ~OOYGJ"'S OB5fR\IATION . I J I I LOT I N I I I LOTB ' I I I I I I I I I I I I I I I I I I I I I I I I I I ( "- / PAGE I OF 2 "- / "- "- / / ) I I I I I ) 800-292-8525 #DIG (Cellular) Diglsafely. Alabama ; Call IRRIGATION NOTE· ALL LANDSCAPE AREAS SHALL HAVE AN AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM THAT SHALL PROVIDE 100::7. HEAD-TO-HEAD COVERAGE. [}:'. f-- 3; i WM 111}.25 (CA 1165) #41"..EBAR~ I D > _j ID _j _j IJ.j s ~M- ~ C: ' - (4)0"'. Ii (6)VO I (4)1 ~ I (7) F, I (7) I I I I (7) I I (6) I I (4)0 T I I INV 10.3.07 = _j kl RIM117.37 _.. I ,~~- / i I - Xl /I '° ,t ! I 'r;1 I ! LI ( w J I 'DRAINAG~ f ILITY~EM!:NT / / ( ( ) () I B I LI / I ( I I I I I I I I ) I (3) LI I LANDSCAPING PERCENTAGE REQUIREMENTS -Sec. 20 .5-4(c) T dal Sije Area: Re<µred Lardscape/>Jea.(20% ): Prqx,sedLardscape/vea: R,q..iredl.andscapet:fv.nBt..ildng&RON(60% r~ ldscarea.): Prqx,sedl..ardscape/vea t:fv.n Buldng & RON. PERIMETER REQUIREMENTS -Sec . 20 .5-4(d -e) Road Rori age Alab.Yna 1:tm: 181 1 tree P"' 30 L.F PON @ 240.0 lF ~ Re.tµredRortago1~ Trees : •~wlded Frortag,,Oler~tr,y Trees : 57,141 s.f. 11 ,428s.f. 16,502s.f. 6,857s.f. 9,521 s.f . 8.00 trees Blrees Btrees Remairing 0..lsidel...d Perimeter('pEr Sec. 20.§-Mel. 50% d provided to be..-.derstay 1 tree P"' 30 L.F PON @ 716.0LF ~ A<q.iredPerimet..-0.,..-stayi\)nderslay Trees : Pr<711ided Peri met..-0.,..-stayi\)nderslay Trees : 23.871rees 241rees 241rees landscape architecture land planning placemaklng ~©lJ ~ ~ THESE PLANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANGE. Revision_, __________ _ ~ ~ Revisions/ Submissions _ 10.14.25 ~PE=RM=IT~SU=BM=ITT=Al~---- -10.29.25 _PE_RM_IT_SU_BM_ITT_Al ____ _ _ 1 t .19.25 PERMIT RESUBMITTAL ----------- ----------- ----------- ----------- ----------- @Copyright 2025 WAS Design Inc. The9e documents and their contlnb are th• property of WAS Design. lfly r1producti0111, RM!lio111, modificatio111 or 111e of thete documenb without the express wrfthm consent of WAS Desgln Is prohibited by law. f,$ DM Project Manager cw Principal 252073-004 ProJICI: No. 10.0B.25 Dote Sheet.Title LANDSCAPE PLANTING PLAN Sheet No. LPlOO Pl.EASE NOTE: ACCEPTABLE FILL MATERIALS: STORMTECH SC-800 CHAMBER SYSTEMS MATERIAL LOCATION DESCRIPTION FINAL FILL: FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER TO TI-lE BOTTOM OF FLEXIBLE "1'N SOILJROCK MATERIM.S, NATIVE SOILS, OR PER ENGINEER'S PAVEMENT OR UNPAVED FINISHED GRADE ABOVE. NOTE THAT PLANS. CHECK PLANS FOR PAVEMENT SU BG RADE REQUIREMENTS. PAVEMENT SUBBASE MAYBE PART OF THE 'D'LAYER. INITIAL FILL: FILL MATERIAL FOR LAVS.: 'C' STARTS FROM THE TOP OF THE EMBEDMENTSTONE (B' LAYER} TO 15" (375 mrn) ABOVE THE TOP OF THE CHAMBER. NOTE THAT PAVEMENT SUBBASE MAY E!E A PART OF Tl1E 'C' LAYER EMBEDMENT STONE: FILL SURROUNDING THE CHAMBERS FROM THE FOUNDATIOl',I STONE (A' LAYER) TO THE 'C'LAYER ABOVE. FOUNDATION STONE : FILL BELOW CHAMBERS FROM THE SUBGRADE UP TO THE FOOT (BOTTOM) OF THE CHAMBER GRANULAR \NELL-GRADED SOIUAGGREGATE MIXTURES, <35% FINES OR PROCESSED AGGREGATE. MOST PAVEMENT SUBBASE MATERIALS CAN BE USED IN LIEU OF THIS LAYER. CLEAN. CRUSHED, ANGLlARSTONE OR RECYCLED CONCRETE'I CLEAN, CRUSHED, ANGL.lAR STONE OR RECYCLED CONCRE-reli MSHTO MATERIAL CLASSIF ICATIONS NIA AASHTO M1451 A-1,A-2--4,A-3 OR AASHTOM43' 3,357, 4, 467,5, 58, 57, 6,67,68, 7, 78, 8, 88, 9, 10 AASHTOM43' 3,357.4,467.5,56,57 AASHTOM-43' 3, 357,.4,467, 5,56, 57 COMPACTION/ DENSITY REQUIREMENT PREPARE PER SITE DESIGN ENGINEER'S PLANS . PAVED INSTALLATIONS MAY HA VE STRING ENT MATERIAL AND PREPARATION REQU REMENTS. BEG IN COMP ACTIONS AFTER 1Z' {300 rrm) OF MATERIAL OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX LIFTS TO A MIN . 95% PROCTOR DENSITY FOR V\IELL GRADEDMATERIALAND 95% RELATIVE DEN.SITY FOR PROCESSED AGGREGATE MATERIALS. ROLLER GROSS VEHICLE WEIGHT NOTTO EXCEED 12,000 lbs {63 kN). DYNAMIC FORCE NOT TO EXCEED 20,000 lbs (89 kN}. NO COMPACTION REQUIRED. PLATE COMPACTOR ~L TOACH EVEA FLATSURFACE.Z3 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPEC IFICATION FOR #4 STONE WOULD STATE: "Ct.EAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE" 2. STORMTECH COMPACTION REQUIREMENTS ARE MET FOR 'A' LOCATION MATERIALS WHEN PL.ACED AND COMPACTED IN 6tt (150 mm) (MAX) LIFTS USING TWO FULL COVERAGES Vl'ITH A VIBRATORY COMPACTOR. 3. WiERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING 11-ATHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. 4. ONCE LAYER 'C' IS PLACED, ANY SOIUMATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE RNISHED GRADE. MOST PAVEMENT SUB BASE SOI LS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 5. 'M-IERE RECYCLED CONCRETE AGGREGATE 15 USED IN LAYERS 'A' OR 'B' THE MATERIAL SHOULD ALSO MEET THE ACCEPTABILITY CRITERIA OVTLf.JED IN TECHNICAL NOTE 6.20 "RECYCLED CONCRETE STRUCTURAL BACKFILL". NOTES: ADS GEOSYNTHETICS 601T NON-V\'OVEN GEO TEXTILE A.LL AROUND CLEAN, CRUSHED, ANGULAR STONE IN A & B LAYERS EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) -, 11-1-1,-\ ' [t.:;1•POIJrfflll Ml ~ .... \_ SC-800ENDCAP I ~!MIN' 6"(150mm)MIN - --------. -J"Hl:S CROSS :SECTION DETAIL REPRESENTS MINIMUM REQUIREMENTS FOR INSTALLATION PLEASE SEE THE LAYOUTSHEET(S) FOR PROJECT SPECIFIC REQUIREMENTS. ~11.50ffl!ll}MlN ii,SEENO~ 1i"Ql»mm}lo'IIN 1. CHAMBERS SHALL MEET THE REQUIREMENTS OF AST M F2418, "STANDARD SPECIFICATI ON FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMV\l'ATER COLLECTION CHAM BERS". 2. SC-800 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE \I\IITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMV\l'ATER COLLECTION CHAMBERS". 3. THE SITE DESIGN ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SU BG RADE SOILS AND THE DEPTH OF FOUNDATION STONE \IVITH CONSIDERATION FOR THE RP.NOE OF EXPECTED SOI L MOISTURE CONDITIONS. REFERENCE STORMTECH DESIGN tr'IANUAL FOR BE.ti.RING CAPACITY GUIDANCE. 4. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EX:CAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 5. REQUIREMENTS FOR HANDLING AND INSTALLATlct..l: TO MAINTAIN THE WIDTH OF CHAMBERS DURING SHIPPING AND HANDLING, CHAMBERS SHALL HAVE INTEGRAL, INTERLOCKING STACKI NG LUGS. TO ENSURE A SECURE JOINT DURING INSTALLATION AND BACKFILL, THE HEIG i-iT OF Tl-IE CHAMBER JOINT Sl-tALL NOT BE LESS THAN T (50 mm). TO ENSURE THE INTEGRITY OF THE ARCH SHAPE DURING INSTAUATION, a) THE ARCH STIFFNESS CONSTANT AS DEFINED IN SECTION 6.2.B OF ASTM F241B SHALL BE GREATER THAN OR EQUAL TO 700 LBS/FT/%. AND b) TO RESIST CHAMBER DEFORMATION DURING INSTALLATION AT ELEVATED TEMPERATURES (,'.flOVE 73" FI 23· C). CHAMBERS SHALL BE PRODUCED FROM REFLECTIVE GOLD OR YELLOW COLORS. STORMTECH CHAMBERS ,, ' UNOERDRAIN DETAIL NTS 1-STORMTECH I ENDCAP OLJrLET MANIFOLD STORMTECH ENDC/.P F0UNDAT1Cfli StofE 8€NEATHCtiA li!BERS ADS GEOSYNTHETICS 601T NON-WOVEN GEO TEXTILE 1 L_ NUMBER ANO SIZE OF UNOERDRAINS PER SITE DESIGN ENG INEER 4" (100 mm) TYP FOR SC-310 & SC-160LP SYSTEMS 6" (150 mm) TYP FOR :SC-800, DC-780, MC-3500, MC-4500 & MC-7200 SYSTEMS DUAL WALL PERFORATED HOPS NOMINAL CHAll'BER SPECIFICATIONS SIZE (WX H X INSTALLED LENGTH) a-!AMBER STORA.GE MINIMUM INSTALLED STORAGE• WEIGHT NOMINAL ENO CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTl-f) END CAP STORAGE MINIMUM INSTALLED STORAGE­ WEIGHT SC-800 TECHNICAL SPEC IFICATION NTS 51.0"X33.0"XB5.4" 50.6 CUBIC FEET 78.4 CUBIC FEET 81.81b$. -46.5"X32.S"X10.5" 3.4CUBIC FEET 14.7 CUBIC FEET 15.71be. .r-OVERLAP NEXT CHAMBER HERE / (OVERSMALLCORRUGATION} (1295 mm X 838 mmX2169 rrm) (1.43m"} (2.22nr') (37.1kg) (1181 mm X 828 mm X 267 mm) (0.09m'} (0.42nf) (7.1kg) • ASSUMES 6" (150 mm} STONE ABOVE ANO BELOW CHAMBER, 3" (75 mm} BETVVEEN CW..MBERS '"""ASSUMES 6" (150 mm) STONE ABOVE AND BELOW END CAPS, 3• (75 mm) BETWEEN RQlNS, 12· (300 rrm) BEYOND END CAPS PRE-CORED HOLES AT BOTTOM OF END c,,.p FOR PART NUMBERS ENDING WITH "BPC" PRE-CORED HOLES AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "TPC" PART# STUB B SC800EPE08TPC Et(160mm) 21.4" (544 mm) SC80CEPEOBBPC SC800EPE08TPC 8"(200mm) 19.2" (488 mm) SCBOCEPEOBBPC SCBOOEPE10TPC 10"(250mm) 17.0"("432:mm} SCBOCEPE10BPC SC800EPE12TPC 12"(300mm) 14.4" (366 mm) SC80CEPE12BPC SC800EPE15TPC 16"(376mm) 11.3"(2f!Tmm) SC80CEPE1!58PC SCBOOEPE18TPC 1l3"(450mm) B.0"(203mm) SC8otePE1BBPC SCBOOECEZ 2"4"(800rrvn) NOTE: ALL DIMENSIONS ARE NOMINAL C 0.9"(23rrm) 1.0"(25mm} 1.'Z'(30mm) 1.6"(41mm) 1.7"(43mm) 2.Q"(S1~} 2.3"(58rrvn} INSTALL F~MP ON 24" (600 mm) ACES$ PIPE PART#: SC80024RAMP ELEVATED BYPASS MANIFOLD SUU? DEFFJH TiJD BV sne DESIGN DilGINE.ER 24" (800 mm) HOPE ACCESS PIPE REQUIRED USE END CAP PART#: SCBOOECEZ /-OPTIONAL INSPECTION PORT r 8C-800 END CAP ONE LAYER OF ADSPLUS625 WOVEN GEOTElCTILE BETWEEN FOUNDATION STONE AND CHAMBERS ~ (1.5 m) MIN VVIDE CONTINUOUS FABRIC VVITHOUT SEAMS SC-800 ISOLATOR ROW PLUS DETAIL NTS INSPECTION & MA INTENANCE STEP 1) INSPECT ISOLATOR ROW PLUS FOR SEDIMENT A. INSPECTION PORTS (IF PRESB\IT} A.1. REMOVE/OPEN LID ON NYLOPLAST INLINE DRAIN A.2. REIIIOVE AND CLEAN FLEXSTORM FILTER IF INSTALLED A.3. USING A FLASHLIGHT AND STADIA ROO, MEASURE DEPTH OF :SEDIMENT AND RECORD ON MAINTENANCE LOG A.4. LOWER A CAMERA INTO ISOLATOR ROW PLUS FOR VISUAL INSPECTION OF SEC.ME NT LEVELS (OPTIONAL) A,S. IF SEDIMENT IS AT, OR AEIOVE, 3" (80 mm} PROCEED TO STEP 2, IF NOT, PROCEEO TO STEP 3. 8. ALL ISOLATOR PLUS ROVVS B.1 REIIIOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW PLUS B.2 USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW PLUS THROUGH OUTLET PIPE I) MIRRORS ON POLES OR CAMERAS MAY BE US ED TO AVOID A CONFINED SPACE ENTRY i0 FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE B.3 IF SEDIMENT IS AT, OR ABOVE, 3" (80 mm) PROCEEDTO:STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW PLUS USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORM TECH SYSTEM. NOTES 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BA.SED ON PREVIOUS OBEERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING ANO VACTORING ANNUALLY OR WHEN INSPECTION SHOVoJS THAT MAINTENANCE IS NECESSARY. ASPHALT OVERLAY FOR - TRAFFIC APPLICATIONS ',~ I 11z~1 ,,.,,/--~~~~~ ~~~Otm) LOCKING SOLID ,,,,., --CONCRETE COLLAR f ASPHALT OVERLAY NOT REQUIRED FOR OREENSPACE OR NON-TRAFFIC APPLICATIONS S-(20) ~¥IN TiflCKNESS0F ASPtW..T r OYERlAYANC catCRElE CCUAR ----~. ___ B" (200 mm) IWLOPLASTUNIVERSAL INLINE DRAIN BODY OR TRAFFIC RATED BOX WISOLID CONCRETE COUAR STORMTECH CHAMBER --......._ NOTE: LOCKING COVER <►·-~-.__ 4" (100 mm) $DR 35 PIPE 4• (100 mm) INSERTA TEE TO BE CENTER ED ON CORRUGATION CREST INSPECTION PORTS MAY BE CONNECTED T HROUGH ANY CHAMBER CORRUGATION CREST. *THE PART# 2708AG41PKIT CAN BE USED TO ORDER ALL NECESSARY COMPONENTS FOR A SOLID LI D INSPECTION PORT INSTALLATION 4" (100 mm) PVC INSPECTION PORT DETAIL (SC SERIES CHAMBER) INTEGRATED DUCTI LE IRON FRAME&GRATE/SOLIOTO ~ MATCH BASIN 0.0. ~ I ~ W'-TfRTlQMT XlfN1I" / CXtU<tJGAIEOHOf'E:'!t4QIMI~ ~· NOTES NTS NYLOPLAST DRAIN BASIN NT$ --1 ~~~=~~~1 TRAFFIC LOADS: CONCRETE DIMENSIONS ARE FOR GU IDELINE PUPOSES ONLY. ACTUAL CONCRETE SL.AB MUST BE DESIGNED G IVING CONSIDERATION FOR LOCAL SOIL CONDITIONS, TRAFFIC LOADING & OTHER APPLICABLE DESIGN FACTORS BACKFILL MATERIAL BELOW AND TO SIDES OF STRUCTURE SHALL BE ASTM 02321 CLASS I OR II CRUSHEO STONE OR GRAVEL AND BE PLACED UNIFORMLY IN 12" (305 mm} LIFTS AND COMPACTED TO MIN OF 90% 1. 8-30" (200-750 rrm) GRATES/SOLID COVERS SHALL BE DUCTILE IRON PER ASTM A536 GRADE70-50-05 2. 12-30" (300-750 mm) FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS 4. DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC FOR COMPLETE DESIGN AND PRODUCT INFORMATION: WWW.NYLOPLAST-US.C:OM TO ORDER CALL: 800-821-6710 A PART# GRATE/SOLID COVER OPTIONS .. 2800AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY (200mm) O\JTY DUTY 10· 2810AG PEDESTRIAN LIGHT STANDARD LIGHT SOLID LIGHT DUTY (250mm) O\JTY DUTY 12· 2812AG PEDESTRIAN STANDARD AASHTO SOLID (300mm) AASHTO H-10 H-20 AASHTO H-20 15" 2815AG PEDESTRIAN STANDARD AASHTO SOLID (375mm) AASHTOH-10 H-20 AASHTOH-20 18" 2818AG PEDESTRIAN STANDARD AASHTO SOLID (450mm) AASHTOH-10 H-20 AASHTOH-20 24" 282<AG PEDESTRIAN STANDARD AASHTO SOLID (600mm) AASHTOH-10 H-20 AASHTOH-20 30" 2830AG PEDESTRIAN STANDARD AASHTO SOLID (750mm) AASHTOH-20 H-20 AASHTOH-20 ! 1--f-+-----i S !===f=E=l~ i=:5:55 1 t--------"-----1 ® .c: U E GI .!l I-!l. E i 0 E ... en 6 I ' I ' I I 1--~--,1 ~~ i~ WO ~c .~ ;~ I - 5 SHEET OF I ' I I I ! 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I ! +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +a.a +0.34 +0.71 +1.01 .23 +1.07 +0.86 +0.49 0.34 +0.36 +0.37 +0.29 ~ ---+a.a +0.54 +1.46 +3.01 +3.36 +1.65 +0.92 +0.84 ... +0.0 +0.69 +2.2 +a.a +a.a I 11 I C +0.79 2.4 + 8 .v. +0.0 +0.70 + • V 8 +a.a v v +0.50 +a.a +2.40 +1. 4 +0.0 +a.a +0.36 + + +0.55 +0.65 +2.70 +0.99 0.53 ~-53 fl) +a.a +0.97 +2.67 +1.70 0.57 +0.60 +0.76 +1.70 +3.23 +1.77 +1.05 + +a.a +a.a v + 12 E + .93 +0.89 + .12 +1.95 + .67 +1.89 +0.91 + 3 f 60 1J +1.17 + .15 +1.12 + .85 EJ 57 + .49 +a.a +a.a +1.63 oc + .69 +0.96 + .00 +1.01 + .73 +2.40 +2.41 OE ~ ~ ~ +a.a 7 •11-+1.06"' .. v +3.46 +2.90 +0.80 +0.42 +1.17 +3.49 +2.52 +1.12 +1.30 ~ +a.a +072 +o. 1 +0.2 +1.0 28 +0.65 +a.a +a.a +a.a +a. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 +a.a +a.a +a.a +a.a +a.a +a.a D □ D □ D +a.a (j)o +0.35 +0.0 +1.01 +a.o +1.04 +0.0 +0.89 +0.0 +a.o +0.98 +a.o +0.0 +0.0 4r96 +a.o +0.0 +0.45 +0.0 +0.40 +0.0 +a.o +a.o +0.0 +0.0 ~ +a.o 0.0 .0 0.0 Schedule Symbol Label Quantity Catalog Number Wattage 0 11 JSF 1 UN 13LM SWW5 15.2 M 90CRI MVOLT ZT WH 0 35 LDN6 40/15 MVOLT 17.52 N GZl0 LO6AR LS 0 15 CD34-6WZ 22.3341 s 2 RADPT Pl 40K ASY 25.4134 0 MVOL T PT4 HS STD OA FINISH / 10' ROUND STRAIGHT STEEL POLE / BASE AT GRADE 1 RADPT Pl 40K SYM 25.4134 0 MVOL T PT4 STD FINISH OB / 8' ROUND STRAIGHT STEEL POLE, BASE 2' ABOVE GRADE 4 RADPT P2 40K SYM 38.0107 0 oc MVOL T PT4 STD FINISH / 10' POLE BASE AT GRADE 4 RADPT Pl 40K SYM 25.4134 0 MVOL T PT4 STD FINISH OE / 10' ROUND STRAIGHT STEEL POLE, BASE AT GRADE 2 RADPT P2 40K SYM 38.0107 0 MVOL T PT4 HS STD OF FINISH / 10' ROUND STRAIGHT POLE, BASE AT GRADE 2 DSXWl P3 40K 70CRI 21.05 c=J OG BLC4 MVOL T SRM STD FINISH / VERIFY IF SRM MOUNTING IS WANTED 2 DSXWl P2 40K 70CRI 14.58 c=J OH BLC3 MVOL T SRM STD FINISH / VERIFY IF SRM MOUNTING IS WANTED Statistics Description Symbol Avg Min Max Max/Min Avg/Min OUTSIDE OF PARKING LOT + 0.0 fc 0.0 fc 0.0 fc N/A N/A ..J <C ... w CL 0 ::c ~ ..... <C LL U) -~ w > ..J ::::, u Designer Date 11/19/2025 Scale Not to Scale Drawing No. Summary V4" LAMINATED SAFETY GLA56 ON STAINLE56 &TEEL CJ..IP&. e.ECU!IE AT eoTTa-t OF GLA&6. GC. PROVIDED GLAeS 1 x e rnc::MINAL> 50LID MAPLE TRIM CAP AT DINING LOW WALL. EAeE AL.L OUTelDE CORNERS. 50LID !,Upa=ACE CAP AND TRIM AT SUNDAE Pl'i!EP LouJ WALL AND DRIYE tl-lRU LouJ uJAL.L 1 x 6 SOLID MAPLE TRIM P,ll,J,,EL TO ~ eEHIND MAPLe ~M ;f ALL TRIM TO eE RJRNl5HED eY THe OUNER'5 EQUIPMENT c:c,t,,leOLIDATOFi! -AND INSTALLED BY Tl-IE CONTRACTOR 3 5/8" METAL STUO PRAJ-IING, AT 16 ' OC. 5/8" G.Wa. OR 5"/8" PL YUJOOD 61.e&TRATe - SEE WALL TYPE& WAINSCOT WALL COVERING SYSTEM. SEE 101 AND OUNER'S IN.TERI~ FINl&l-4 !ELECTION. VINYL eA!E eEAD OF 5ILICOl'E TR-5 TRAN.SltlON P,ll,J,,EL TO fa.IN I" eEHIND TILENINYL BASE, P,ll,J,,EL TO St ARr I" eELOW TOP OF CEMENT BOAF<:D. CUT TILe eASe 5/8" CEMENT BOAF<P TR-6 COYE TRANSITION FLOOR TILE coNc!IETE S.LAe CORE DRILL CONC. SLAB -PROVIDE 2" PIFE TO 6E &ET IN Mlc:.M &~TM MOM"Allii: AT -48" OC. (FOR 5TRAIGMT R.t-15) ~ -,.,-,-- U-------51&" G.LU.e. OR &le" PLYWOOD 5U65TRATE - SEE WALL TYFE5 Ho,.-----t~ ~l~~f~APLE TRIM. EASE r£!..-----1 x 6 50LID MAPLE TRIM R~-----PANEL TO RUN. eEl4INP MAPLE T!ii!IM * ALL TFtlM TO ee FLIFINl&I-IED eY Tl-IE OUNEFt'S EQJIR1ENT CONSOLIDATOFi! -AND INSTALLED BY Tl-IE CONTRACTOR 2 x 112'!1 • CE:.NTER OF BOOTH TAeLE LOCATION 3 518" STUD FRAMING AT 16" OC. 5/8" G.LU.e. OR 518" FL YUIOOD 5Ue5TRATE - SEE WALL TYFE& WAINecoT WALL COYE!ii!ING 5Y5TEM. eEE 101 AND OUNER'5 INTERIOR FINISH 5£LECTION. ~---CAf<FET VINYL eA&E BEAD OF SILICOt-E TR-5 TRAN5ITION PANel. TO RJN 1" eEHIND TILENINYL B,6£,E, PAi'EL TO &TART 1" eELOW TOP OF CEl"'ENT BOAF<:D. CUT TILE BAeie 5/8" CEMENT 60A~ TR-6 COYE TRA.Ne.tTION FLOOR TILE CONCRETE SLAB 8 11 CM..U. eLOCK WALL !!o/811 G.w.e. OR !!>18" PL 'l'11JOOD 6UB5TRATE OVER lx3 FURRING ST!litlP9 AT 16 " OC. OY!:R 1" RIGID INSULATION -SEE WALL TYFES 1 x fl 50LID MAPLE TRIM PANEL TO fa.IN SEHINP MAPLE T~H 2 x l!ZI UATl-4 1/-4" FL ruJ00D &HIM • CENTER OF 600TH TAeLE LOCATION 5/8" G.LU.e. OR. 5/e" PLYWOOD eua&TRATE -e.ee WALL t'Y'"F'E6 IJJ,,O,INSCOT WALL COVE~NG SYSTEM. see IDl AND OUNER'S INTERIOM FINl5M SELECTION WALL BASE -e.EE FLOOFit FINISM PLAN FINl5H FLO~ MATERIAL -&EE FLOOR FINl&H PLAN GENERAL NOTES 1. SEE F51-FM FOR FOOD SE~ICE EQJIFt-ENT SMEEts. 2. SEE &HECT Alb FOR DIMENSIONS. 3. eEE &HECT IDl FOR FINISH e.cJ-IEDULE& AND MATERIAL&. 4. ALL Ci.We. TO RECElve SLICK Ll=YEL (5) FINISH. &. 6EE &MEET A1 FOR DOOFit AND WINDOW 6Cl4EDULE. 6. EQJIFMENT SUPPLIER TO PLACE ALL NEW EQUIFl"ENT. i. GC. eHALL VERIFY AND COORDINATE WITI--I A.NY CLEARANCE: Re.QIJIREMEN.Te FOR WATER METER AND eLe:CTRIC""-L TRANelFOFi!MER 8. PROVIDE SEALED F&IE:TRATION5 INTO BUILDING FOR CAeLE T.v. AND TELEPHONe. COORDINATE WITH O.I.Nl=R. ~ 'PROVIDE: eue&TIIUTE Ae NOTED OVER lx3 FUMING OVER I" RIGID INSULATION OVl=R ALL CHU WALLS -5EE WALL SCCTIONS AND WALL TYf"ES. 10. GC. TO MAKE ALL MECHANICAL, PLut'161NG, AND CLl=CTRICAL CGlNNECTlo-15 FOR ALL EGIJIFMENT ""5 INDICATED ON EQUIPMENT FLAN. COORDINATE WITM EQUIFMENT !iUPPL-11:llit 11. GC. TO Y!:Fi!IFY CLEAAANCES FOR IN!!ITALLATION OF l=GlllPMENT. 12. G.C. WILL BE REQUIRED TO COQfiDINATE I.T~ F0UJER SECU!-!:lt'Y'" AND P.0£,. to OFFICE. 13. FIRE CXTINGUI~ SHOJN IN A55Ul"ED LOCATIONS. Cc;N=IF,M NUMeER, TYPE AND LOCATION. WITl-4 LOCAL FIRE HAR&HALL. 14. DETECTAeLE UJAi;,,JING SHALL EXTEND Tl4E FULL WIDTl-4 OF Tl-IE ~ RAMP (EXCLU8IVE OF FL.AFeD SIDES> AND SHALL EXTEND EITHER Tl-IE RJLL DEPTH OF THE CUFi:6 RAMP OR 2-4 INCHE5 DEEP MINIMUM HEA6URED PRCt1 Tl-IE BACK OF Tl-IE OJ!le ON. Tl-IE M'1F' 6UfiFACE. CU!ie fi!:Jll1F& eue.JECT TO DEPAMl"ENT OF TRANePORTATION REGUJ..AtlON 4~ Cf'Fi! 3121 &1-!ALL 1-lAYE A DETECTAeLE WARNING COMPLYING WITl-4 FecA 10&. ~J~T DETAIL -INTERIOR WALL @ ~.~! DETAIL-EXTERIOR WALL 2/Aha ........_ ~ 4/Aha DIIIIIN<6 • CONDIMENT& ,.,, 14i', ~, t~'.1:'!._#Y'L~) -"--i"~n~: ----· I e>--- Cll&TOMER ~IIIIAIIIIEA ,.,,, GI.AO& " ll1I --@ 1,1 l!ZI --- "" I ~------------------ KEYED NOTES 4,488 SF.· le4 51:ATS SHOILN WALL LEGEND ~i'I~ :Hfl!J b DOOR SYSTEM -~ TO DOOFit SCI-IEDULE 0 WINDOW SYSTEM -REFER TO WINDOW &cHEDULE ===== NEW Hl=TAL STUD PARTITION, 3 5/8" METAL 5TUDS AT 16 " OC. WITl-4 50a5TRATE EACM SIDE PROM FLOOR SLAB TO 4" AeovE FINISHED CEILINcs. SEE DETAIL A/Abb ===== NEW l"'ET AL STUD PARTITIGN, eOUND WALL ;; !:l/8" MET AL STUDS AT 16 " OC. WITH SW:,STAATE EACH SIDE FFCIOH FLOOR SLAB TO 4 " AeovE FINISHED CEILING. FILL WALL WltH R-11 eLANKET INSULATION. SEE DETAIL A/Ahl:,. ===== ~:.~~~~~~611~; ~F~= ~ TO 4" AeOvE FINISHED CEILINcs. SEE DETAIL A/Ahb. ~--,.-,.-.,-,.-z;.;-.,-,:;:-NEW METAL SnJD LOW WALL PARTITION., 3 &/8" METAL 5T1JDS AT lb" OC. WITl-4 5Ue5Tfo!ATE EACH SIDE. 5E:E jjjjjjjjjjjjjjjjj DETAIL A/Ala C11.U. WALL SYSTEM (&EE WALL seCTION5) • SEE WALL TYFEe AND IDl &HEET FOR FINl&I-ES. KEYEP NOTES EXTERIOR WALL SY&TEM. ELECTRICAL PANEL -SEE CLECTRfCAL DRAWINGS. WATER HEATl=llit • eEE PLUMBING DllitAUJING!i. LOW WA.L.L -5Ee: CETAIL A/Ala ~ ACCE:e& LADDER -see oe:TAIL D/Ald OUTLINE: OF AWINING ABOVE BY AlLNING veNDOR -SEE EXTERIOR ELEVATIONS W' x -4&" CJ..EAR FLOOR SPACE. el.JILT-IN cAelNEt AND &141:U= -&EE INTERIOR EL!:VAtlONe. l-lAND SINK -SEE PUMarNc:i, DRAWING.s. PRE-FABRICATED CANOPY SYSTEM ABOve BY Cs.C. &EE WALL SECTION& &TOREFfiiONT WINDOIIJ SY5TEM -5EE WINDOW SCHEDULE C~TE .SIDEWALK -SEE SITE PLAN. Aef'I-IAL T DRlvE -SEE 51TE PLAN. EQUIFMENt / CA&El1JOl'lij(;. (3) ca-tFARTMENt 5INK -SEE PLLNelNG DRAWINGs& LAND&CAFE Afi£A -BEE 5ITE PLAN. Co,.t,11:R GUAMD!o -VEFtlFT LOCATla-1 llnTH FSl SHEET FRAMED/CONCRETE el.NP-OUT -eee: EXTE!ii!IOR ELEVATION5 AND WALL SECTIONS C/Alb • D/Alb DELIYeRY &HELF DRIYE T+-RJ WINDOW SYSTEM. &EE WINDOW SCHEDULE. PIPE eGLLAFtD -SEE SITE PLAN DETAIL 15/.452. CONC!IETE CURe -see SITE PLAN. DELIVERY co..NTER &T~T DOOR 5Y5TEM -5EE DOOR &c+-IEDULE FIRE EXTINGUISHl=R CABll'ET -Se:E CETAIL D/Alb PAee-Tl-RJ UJINDOW -SEE FOOD e.ERVICE:. FLAN& FOR EXACT LOCATION& AND I-IEl@T llo!l!:Ql.11~. SAL.es COUNTER TO ee ~II -see &He.ET FSe MOF SINK -SEE f'LUMelNG DRAWINGS -ACRYLIC WALL TILE -&eE ELEVATIONe -Y!:RIF'r' REfllii!IGERATION Cl4A5E -CENTEflic:ED OVER WALL BELOW IN Fl~T STUC &PACE -flEE FOOD 5ERV1CE PLAN& -ST AINLE&e 5TEl=L COYER BY FOOD SERVICE EQJIFMENT SUPPLIER WALL MOUNTED Flfiie EXTINGUl&HER. UJATERFIL~TICN 5Y5TEM -SEE PLUMBING DRAWING&• 5HEET F$2 lJJ.461-e;! I DRYER -SEE MEP DRAWING,& -4'-6" HIGH LOW WAL~L TIL.E AND 50LID eupa=ACE CAP -5EE FINl&H SCHED~ Tv LCCATION. PROVIDE t=OUER tiND DATA M l'EQJIAED. ~ITL.IREBYOIINER GA& METER -5EE FLUM6ING DAAWING5 DRYER va,JT THRJ ROOF -SEE MECHANICAL DRAWINGS TELEPHONE TERMINAL WARD -5EE ELECTRICAL DRAWINGee ll.l.4eTE OIL &YSTEM l-lANDRAIL / GUA~FtAIL 5Y&TEM -SEE DE:TAIL 5/A52 EYE WA&H STATION -SEE PLUMBING DR,,:WJINGt5 FLUSH CURS ACCE5f.lBLE flEATING NOTueeD NOT U&ED BULK CO2 T .AN< -5EE PLI.MBING DRAWINGS CAKE FREEZER WATER CONNECTfa-1 FQFil: ECOLAl3 5Y5TEM ABOVE HOP 5INK ~eH CA~ u.LALK IN COOLER/ F!Q:EEZER -DEPRES& &LAe eoo.sTER R1MF -5EE PLI.MBING DRAWINGS WATER SOFTENER -SEE PLUMBING DFtAUJINGS ST AINLE55 STEEL WALL CAP I ELECTRICAL CHASE COYER -SEE FOOD eERVICE:. PLAN& FIRE 5PRIM(LER Rl6ER -G.C. TO COORDINATE WITl-4 FIFil'.E SFRIN<.LER CONTRACTOR -FIRE: SPRINKLER DRAUJING6 TO eE 5UeMITTED SEPARATLEY Dl5FLAY CASE -REFER TO INTERIOR SEL.ECTla-1 PACKET 6TOl'E VENEER -SEE ELEVATIQ.16 -1/ERIFY ELECTRICAL METER -SEE ELECT./ CIVIL DRAWINGS SCF<:EEN WALL ENCL05URE WITH h'-&' GATE &Y&TEM -SEE DCTAIL 2/A52 DETECTAeLE WA~INGi STFllP PER FLORIDA ACCE6SIBILITY CODE, SECTIGN 4"t.& ANP 1tJ5. SEE GENERAL NOTE "14 a.I THIS eHEET. I-I05E 6166 -SEE PLLIHBIN& 6 " PYC ROOF DRAIN -co.NECT TO STORM IJJ,,O,TER SYSTEM -eEE CIVIL. DRAWING,& REVISIONS -t t­w ti) ti) ti) w 0:: (!) 0 0:: D.. Date: 10.01.25 S e: AS NOTED BY Project gr: SEH Drawn: DD Job: 25-098 Sheet A1a • ■ ··,-~ ..... ■mr (;#,C...,. • ;'I,-,,, ,wer..,;E■ .. ~~··-•o ri:>1 ..... ~ ~ ~~-t49"=' • ■ •• ■ ■ • -s • ... • • ■ ■ ■ • ■ ■ -• ■■■■■■■■■■ - ., .. ... , ·# 0'. \c . ■ ■ ~ Ill!! •••• "•~ ■ • ■ ■ ■ ■ ■ ■ ■ ~ I!!!! ~ 11111! ,_ ■ ■ ■ • ■ ■ ■ ■ ■ ■ ■ ~ ,.. "" ii • ii..ill ■• II ■■:".■■ ■ !IJ!ll"l' J -' • ■ ■ ■ ■ • ■ 0 ■ ■ II ■ ■ II ' -·• ■ ■ . ' ■ ~,,.•. II ■ ■ •1;; ii-­ ■■ ;;w • ■• ■• ■• ■• ■ ■ ■• ■ ■ ■ ■ ■ ■-■• ■• ■ ■ ■ ■ ■ ■ ■• ■ ■ ■ ■ ■ ■• - • -~~,...;~h: f- ■ ■ ■ ' 5XTERJOR l=!NleH ecHEOUJ..£ ;;. ... i, ... ;~r,,.i- .;. Atl,: , 'k;. i=,1~ ]lg)_ .... ~P&.,af,1, _,_,.,;:, .,.,;.._ a,1:.,i;...-4:; . .(•~ ' -!~.-~ (""."-') &,'.'~1 l"'/l""~") t. Arie.,,.,_::. ~ ~ liiie.-:.f, _.;Jlih 1t1'i" -.. , ""'4';, VIS ·,15 !ii!) L: I A4a .JI ■ a " ~ .. !'I·•-•·· : ■ • ■ ■ -t~ .. -~JJ_. ,...,,._.~t ' ■ .v,.,.. · .. ~ ■ ■ ;~r£6~r/:r1'){ ■)I J,J ~ ■ ■ ■ ,,;; , ________ ,..... ___ _ ill ■ ■,.JI -■ ■ ■ If ■ ;:af111 .. • 11111 ■ ■ ■ • "' .,,,, !!!!! ■ ' ■ •• ■ .-I!!! I!! ■ ■ 9' Ill II !l!!!I ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ II ■ ■ ■ ■ II!! ■ ■ !!!!! ._ Ill ,i., 11!!!1! -- • ■ iii ■ ::,, ■ • 11M ' ,, r:'11.-GlJi •• Ill ■, ■■■11 :w ~; C<l ll. 111,)R,.■,_· ,-..-..J.1!.J.•-:'=-.=..=..=;rt11r.=.==.=..=.i=111.-..=..=;rt11r.=.==.=..=a • 11 ·4'\·:ii'"'■iz,i,.1,, ______ .,_,,.,_ "}" ::,:., '@"" ,,.v., ■ a,,·■• ■)f··-------"-- ·•· '' ,, ■&,,·■ '"■:■ .. --.-..-----~ -~--....~ ■):1~ -Bi, __ ,___,__,,__.,,__ ■illii-illiihl ~ •iis''""iri •• ' .. , ,~ ,. ,.;r'!l ■ 0 ....;;l • ■ ■ ■ ■ ■ ■ ■ ■ ., ~-•• ■ l!I "1 • ■ ,,,.., ' • ■ 0 N~M ~IOR l!Ll!VATION 5XTERJOR l=!NleH ecHEOUJ..£ VIS ·,15 ,,,,.J.,;;_....-_,~r,,;.. .I, Att: , ..,._ ·,f:'I~ llllllJ.-~ ~P&.,af,1, _..,.,;:, .,.,;.._ a,1:.,i;...-4:; . .(,~ A4b City of Fairhope Planning Commission December 1, 2025 SR 25.08 -Fairhope Boarding House --Road D B-2 General Business District -B-3b Tourist Resort Commercial -P-1 Parking District - Proiect Name : Fairhope Boarding House Site Data: 0.20 acres Proiect Type: - Site plan approval of 5-unit multiple occupancy proj ect Jurisdiction: Fai rhope Planning Jurisdiction Zonina District : B-2 General Business District PPIN Number: 14359 General Location: Northeast intersection of Fairhope Avenue and Church Street Surve~or ol Record: _?.E . Civil, LLC Engineer ol Record: S.E. Civil, LLC Owner L Develoe,er: FST SILD I, LLC School District: Fairhope Elementary School Recommendation: Approved w/ Conditions Pre~ared bl£: Name N * . W E s APPLICATION FOR SITE PLAN APPROVAL Application Type: Attachments : !Kl Site Plan 00 Articles of Incorporation or List all as sociated investors Date of Applicati on: 8/19/2025 --------- Property Owner / Leaseholder Information Name of Property Owner: FST SILDI , LLC Phone Number: 251-20~074 Address of Property Owner: ~8=57~Se=a~C=l=iff'""D""'"r""""iv=e _______________ _ City: Fairho pe State: AL Zip: 36532 Proposed Site Plan Name: Fairhope Boarding House Site Acreage : ___,o=.2=oc..c.A..:..:C:..:..·------Sq. Footage: __ 8~0=2~5 ______ Parcel No: 05-46-03-37-0-601-002.512 Current Zoning: ____ B-_2~C=BD~-- Authorized Agent Information Name of Authorized Agent: ~S~E~C~iv~il~LL~C ______ Phone Number: 251-990-6566 Address: 9969 Windmill Road City: Fairhope State: ~A=L~----Zip: ~3=65~3=2 __ _ Contact Person: Larry Smith, PE Engineer/ Architect Information Name of Firm: SE Civil , LLC Phone Number: 251-990-6566 Address: 9969 Windmill Road City: Fairh ope State: AL Zip: ~3~6~5~32 ___ _ Contact Person: Larry Smith , PE I certify that I am the property owner /leaseholder of the above described property and hereby submit this site plan to the City for review. *If property is owned by Fairhope Single Tax Corp. an autho';""d Single Tax representative shall sign thi~ ~ s,tJ.,>tLc, c~ c~) Property Owner /.Leaseholder Printed Name Signature __,~ -g{,,f2--s ~ Date Fairhope Single Tax Corp. (If Applicable) ~ /Urlt-4~ P/a#$('~ Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A OPERATING AG E.fMENT OF LOI L.L.C. AN ALABAMA LI MITED LIABJLITY CQMPANY THIS OPERATlNG AGREEMENT {the-"Agr.eeme-n ") ls.entered nto .as of Ap dl ,6t , 2023 by and ,amo-r,g th e Merr,pers liste-d an F h l bi A atta·ched hereto. ARTIC EI -FORMATION AND PURPOSE 1.1 Fomfatio n.Th~ Memb~r~ have forrned a U"mi ted Uab lHty Co mp.any named Sl LDI L.L.c, (the ''C-ompany ") under he pravis on-so e Ala.ba-m,;L Lim ited lra bfllty C_ompany Act. as ~me nded (th e "Act "), 1.2 Purpose-; The. purp-o~e of the Company s to· engage ir, any lawfu l a-c or cactiv i y ~r whic lrmrted HahJlity compani('is may be O!'.gantzed under th~ A-ct, Incl ding, withe t ll mit-a on the acqu Js.lrton , development, const r uction, (enovatioA, le:as i ~, and mana-ge·ma_nt of eat e$tat~ prl:)!l~rti e~. ARTICLE II --PRINC:::tPAL !:'LACE OF BU SINESS .1 Prfnct pa l Place_ of Busi ess . Th e principaJ pl-ace of us in:e-ss of th-e _Company .s,lial l be located a 16_321 S~nic Hwy 98 Fatrho·pe, Al 36532 or -at such othe place as t he Me m bers may determin e from time to tims . ARTICLE il l -MEM_BERS AND CAPITAL CONTR IBUTIONS 3 , Members .The na fn e-?-a n-d addresses of th~ Mem·b~rs, and th~ r l nrtial cap l al co ri butions . to he Co mpany, a:re lls1;ed on E hi bit A. :attached l:tereto. S.2 ddlttonal Con ributions, o Me bar Shall~ re.cfUl~ to m~ke any add itio na l cap ital co·ntnbuttons to the ·eo~any un less agre.ed upon ur1a m mausly by the Membef'S, ARTICLE lV -PROflTS, LOSSE$, AND DISTRlBiJTIO S 4 Profits and LOSS0$. The pr.ofi'ts and losses oh e C~mpijnY shaH be alloca ed among the emb~rs n proportion 1:cr tn e lr respective perc-e..n tage ih e e.sts ~n tne Compa ny, i3s set forth o Exhi b it A . Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A 4,i Dfstrlb utions , Distri-b1J ons -0f cash -or other as.sets s-a 11 be made to he Members fn proportion to th~frtespectiva percentage tnterests fn the Company, as se forth on Exh it A, a such times and in suth amounts.as trre Members may det~nnlne . ARTICLE V ~ MA AGEME T 5.1 Ma a$ement by Members . The management -of the Company sha ll be vested in the Members, who sj,-a U have the right-to participate in he n,4nagement and co rol of the Company 's affa irs. -5 .2 Vo ng. Each Member-shall have one vote for each pen::entag,e" I nm rest owned by such Member In he Comp_c1ny, ~s set furth on E h ibi A. Dedsi cms raqu kln-g a-vote ofthe Memb'e-rs sha ll be d-eclded by a majority vote-o the Members, un1e_ss o herw /!. raq_uir~d by he Ac or t i Agr e-e.t"'ntmt. ARTICLE VI -DISSOlUTIO ANO LIQUIDATlON 6.1 Dissolution . The. C'0rnpany sha ll .be d ~ssolved pon the occurFe-nce of any of-the follqw lng e,ven s_: (a) he unanimou.s wr· en consent of the Members; (b) the:sale or :d i.s-po.smon of all or substantially alJ of t he Company s assets; o (<;:) any other event ~u.s ~ng dissolution uri-de r he Ac. 6.2 LI urdatton. pon dfssolwtion oftheCompa-ny, the-assets of the. Company ~all b.e l lq u dated 1 t e If ab.llftle5 and ob!iga 'bns-of the CGmpanv shall be ;pa ici and d.lscharged1 and the remaT ng proceeds.:S al l be dls rlbute.d to the Memb.ers In p ropo -on to t he ir r espec tive perce.n~interem rn h@CompcmV, as -setforth on E"xhib f A . ARTlCLE VII -lSCE'UANEOUS- 7.1 Amendments . his Agree rn en may be amended er mod t· ed only by he written con-sen of all Member~. ART1CLE.Vtll ~ BUVOUTOF MEMBER &._1 Bu o Rights. In -the.event any Member (the-0 Defau lti ng Memb.er11 } s Una-ble t_p make time l y payments on any ~e.bts owed by the O>"mp.a nv, any other Member (the "No n--Oefa !ting Member'') shall h:ave the-rig , but not the obligation, t9 buy out the -efauJti-ng-M~mber 's in~rest fn th e Company, SJ.Jbject to e terms and co.nd l tfo.n-sset forth ln hi s Arttd e-Vlll t 8.2 Buyo Pric~. ih~ buyo u pr tce fo r he Defa.ultin-g Membe r's n 0feSt ti-, he:.Compar;y ·s.ha ll b€ equal to the orig! al cost of pure -ase of ~ny.usets attrfbi.rl:s;ble ot e Oefaultlng Membe r's inte ·est In the Company, as d-ete-rmlned in good-fa ith by the on -Defa.ul ttng ~mbe , Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A 8.~ Not1ce-of 6uyout . If t e Non-Defaulting Member €lects to exercise the buyo ri ght under th Article VIII, t e Non-Defaut ng Me-rn be r sh-all provide written noti"Ce {the "Buyout otice.") to the Oefaultin& Member, spedfying the buyout .pdce and the proposed closing date for he buyout ransaction , which shall be no les s han th irty SO) days fro the date otthe Buyout Notice , 84 Payment Terms. h buyou price.shall ce pad by the No ~Defaulting Member to tre De(aul ng Member I-n cash or o her Im-med ia ely ava ll able funds on the clo.sf ng da e sp~ci ed r n the Buyo t o ·ce, or .as ~therw se ~gre ed Upon by he Defau lting Member at'\d he or,­ Oefaulting Member n wr • g. 8.5 T~nsfer o Interest. Upon recei p o he buyout prke by he Defaulting Membe ri t -e Defaulting Me-mber-shall transfer, assgn, and convey-a ll o the ir ri ght ti le, and nter-es In and tot e-Co-rnpany o the on-Dafau1 tfng Member, and he Defau lting em ber shall cease to be a member oft e Com pa y. 8.6 Amendment of Operanng greemen and Exh ibit . Follew l n-g the co ·pte=tio f the bu out transaction, this greement and Exh lbl A sha ll be a~ded to reflect the change fn the embe rsh p lnte.re.sts:a d the alloca ·on of pro s-, losses, a d distrib utions ate-ordrngly. EXH I BIT A MEMBER$ AND PERCE TAG£ I TERESTS D Aes he-tics o Mob il e Bay L. .C. Address : 106 Bancro-S eet Suite_ 10 Fa frh ope, AL3653 .. P-ercantage Interest: SOC/4 Fa rhope Deve lop ent l.L.C. Address ! PO Box 1424, Orange Beac h,AL 36561 Percentage l nte est: 50% OocuSigned by: ~ D~ Wills F,i;;Q5..,.i'i'15""'9Bi'~F, ...... 1,1FF8-8 ........ --- Mary Wells for MD Aesthe cs of Mob ile Bay .LC. zJe~ amala Prk ke: for Fairhope D~velopmen t L.L~. Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A -TA TE OF ALABAMA COl T , OF BALD ARTIC_LE _ OF ORG . SILDI L.L.C. ZATIO Pursuani t -the Pro i ions f 10-12-10 et. eq . fthe de of Alaba,na {9 5)i the un • rs1gned hereb., adopt the followin 6 Limited Liability C mpan ' i\rticle • of Organization. Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A OPERATlN_G AG E™E T OF SI LD I L.U:. NA SAMA LIMI ED LlA8 1LlTY ~OMPA Y 1 LS OPERATING-AGR_EEMl:NT (t he 11Agre.ement11 ) ls .en er e.cl-i nto as of April 6 1 2023 by and amon~ he-Mem tiers listed on Exh ibit A ~ttache.d hereto. ARTlCLE I -FORMATION ND PURPOSE 1. Formij tlon . The Members-h~ve fQrmed a Lim ited Liab ffty ComPJnv named SI LDI L l,C1 (the "Company '') under the provisi ons of the: Alabamil Lf mrted Uab illty Comp.an y Act, as am.en:cle. (the "Act"''}. 12 Pu r pos•e. The_ purpose of the Compa.ny ls to engage in any lawful act o:r ~ctiv fty fo r \.Vh ch lfmr ed Mab11 ty com pan f~s ma be organ zed under the Act, lnd ud rn g1 wf.t out Ii ltation 1 the aequ 6lti.on 1 deve lopment, cons ruction , renovation , l~.si ~1 ancl mana,g~-ent of real a-st ate proµerties , ARTit:LE II -PRI • IPAL PLACE OF BUS INESS 2. Prln cT pa Placs of ·Bus i ness . The pri nc l p.a l place o bu.s i ne-~s oft~ Company sha ll b-e lo eatad at i532.1 $c~n ic wy 98 fj r hoP'e, Al 36532 or at such other place as the MembM:5 may determ i ne from-time t o ttme. ARTICLE Il l -MEMBERS A D CAP ITAL cpNTRIB VT!O S 3. Metnbets . The n~mes anq-a'Cl¢resse.$ of the M~bers, ~nd the.Ir Initia l cap i al contrl b-uhons o he Cornpar,y1 ara lfsted 019 Exh lb ' A attached hereto. 3 . Add tton3 t Co nt ributions. o Membe r -sha ll be requ i red to make any ddmona l captta l co r butia n~ to the Company un less agreed upon unan frnously by-the Members.. ARTICLE IV -PROFITS; OSSES, AND DISTR IBUTIONS 4 .1 Profits.0 and tosses, The pf oftts a d lesses of the. Comp,u,y s-hal l be a lleca ed among the M~mbe-rs 11 proportioh to the ir re-sptictive pe rc~nta.ge-in t erests In the Cornpa.nv, as set fort h Ol"l Exhib Jt A . Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A . Distributions . DlstrTbution-s o cash or. other asse s shall be ·made ro Memoe·rs In proportion te therr respeettve perce. tage inter.ests n he Company, as se forth on Exh lb A, at such ·mes .and In such .amounts as he Members may daterm l ,. ARTICLE V -MANAGEMENT 5.1 Management by Members. The manageme •of the Company shall be veste.d i n the Members} who shal have fr1e righ ·to participate in the manageme t and con rol .of the Company 1s"affa rs . 5 .2 V g. Each M!=mbe-r shall have o e vote foreach ·pe-r"Centage inreres owned by sucli Memher fn the Company, as s.~1 orth on E.xhibi A. Dedsians requ iri ng a vote of he Members -..sha ll be-decJdl!!d by a maj.or ty vote 0f the Members; lJ nh:?$S o herwise requ red by · ~ Act (?r hi$ Agrae.rnen ARTICLE VI~ D1$50LUTION AN.0 LIQUIDATION .6 .1 Dissolu on . h ie-Company shall be d isso lved upon the :occ<Jn'e ·oe. of any o the o llowfn ~ .events: a~ the unani rn.o~ written e_onsent 9f the Memb~s; (b) he sale or .disposition of all or substan aJly aH of the Company's assets; or (G) any:q e event cau_5f ng disso lutfoti under the Act. 6 ,2 Uqufd ation . Up.on drssoluno of the Company, t be assets o t e Cnmpany ~ha ll be I quldat<Sd, h e llab_ lities a d obtfgations of he Company shall b~ pal d and d ischarged 1 and the rema1 In g proceeds sha 11 be cHstr buted ro the Me bers in prop,ortion to he r _espective p~rcentage intera'.s In the Company, ~.:s,efft)rth on Exh b, A , ARTICLE Vtl -M ISCELLANEOUS 7 . Amendme:hts. • hi s Agreement may be amended or rnod lri ed onl l;ly he rttten ~onse_ . of a ll Members. ARTICLE. Vl!I -8UYOIJTOF MEMBER 8.1 Buyout Rights. In th:e eve ta y Mamber (the '1Defaul rrg Member'•) is unable to mak~ timely payments· o n any deht:5 owe_d by ne Compa ·y, ,my other Memb~r { be 0 Non-.Defa ulting Member") shall have the ri ght1 b t no he :obti,gation, to buy out tli Defaul ·ng M~mber 's intera..c:t rn the Co mapany1 ~ bJec to the. termsc1nd cond lttons set fort In s Article-VI II. 8 .2 Bu you t Prloe. i"he b.uyol,lt price for the Defaulting M~mber's interest rn t he <:ompar.y $},a ll b~ ~qua I to the origfnal ~ost of purchase of ahy assets .;i.ttributab !e o_ he Oefaul1·ng embe r '~ interest in the Co pany, as determined i n good fait by the on-O efa uJ n_g mber. Docusign Envelope ID: 5F3CFA73-0DC9-4C02-8770-97785D1C719A 8 ,:3 Notice o Buyou , If the Non-D~faultfng embere lec s o exerc sethe bu out righ nde.r t i s ArtkleVIII, the on-Defaulting Mem er shall provide wri en notice ( he: ''Buyout Notice ") t the Defaulting Me ber, spe_clfying he buyout price-and he proposed closing date for the uyout transac • n, hlch s all be no less ha (30) days from he da e of he Bu out No ce. 8.4 Payment Terms. The b you price shall be pad by he Non-e LIiting Membe to the. Defaulting Membe.r in ca h or o her imm ediately available funds_on he closing date s-pecffied f t e Buyou otice, 0-r as otherwise agreed upon y the De au lting Member and the Non­ Defaulting Member i n writing , 8.5 Transfero Interest. po-n rece!p o the buyout price b the Defaulting Me ber, h-e Defaul ·ng Me-mber shall transfer, as gn, and convey all of the r righ , ti le, and nterest In and tot e Cornpa·ny to the on-D faul ng-Member, and th Oetaul ng Member sha ll cease t~ be a mem er oft e Company, 8 ,6 Amend men o Oper~ting Agr~me-nt and .Exhlb i A. Follow i ng the_ ccmpl tio of e buyeu transactio n, h' Agree men and Exh ibit A shall be amended to ra ect the change. In the ernbe.rsh lp nteres s.and the alloca·non of profl s, losses, and d lstrlbu ons -ac<;ordlngly, EXHlBIT A MEMBERS A D PERCE AGE INTERESTS MD Aest e • cs o Mo bile Bay l. .C. Address : 06 Bancroft S re.e.t, 5utte_ 101, Fa rhope , AL 3653 Percen age lr,te-rest; 50C/4 Fa rhope -Develop e.n L.l.C. Address ; PO Box~ 24, Orange Beach , Al 36561 Percentage I nte rest : 50¾ Mary Wells for MD Aesthetics of Moblle Bay l.L.C. I~.fl? a lrho p-e Deve lopment L.LC. SR 25.08 – Fairhope Boarding House December 1, 2025 Page 1 of 9 SUMMARY OF REQUEST Request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for Site Plan Approval of Fairhope Boarding House. The property is approximately 0.20 acres and is zoned B-2 – General Business District. The property is located at 301 Fairhope Avenue. SITE HISTORY Planning Commission approved a 6-unit MOP SD 19.36 that was renovating the existing 2-story building with 4 commercial/retail units on the bottom floor and 1-2 office units on the second floor. The building that existed has since been removed rendering that approval null and void. STAFF COMMENTS Site Plan The proposed site plan is attached to the end of this report as an exhibit. A Multiple Occupancy Project application SD 25.16 has also been submitted and is under review. The proposed building will contain a 26- room boarding house with a live-in onsite manager/owner, a Med-Spa, restaurant, and roof top terrace (accessory to the boarding house). The Med-Spa is a use on appeal and approval by the Board of Adjustments. The subject property is located in the Central Business District (CBD) and is in compliance. Buildings - NON-COMPLIANT Article V, Section B(4)(c) of the Zoning Ordinance states that within the CBD “Building heights for all structures shall not exceed 40 feet or 3 stories”. The proposed building height for the three-story structure is not exceeding the aforementioned limitations. A roof top terrace per the Zoning Ordinance has additional allowances that are currently being met for height. See Article V, Section B(3)(a). Any substantial changes or alteration from the proposed Site Plan will require approval from the City Council. The roof top terrace, although not a 4th floor, allows for an additional 155 people with an occupant load of up to 300 people per the layout as shown. The principle use (boarding house) has an occupant load of only 60. The roof top terrace is meant to be an accessory use to the principle use. If approved, the roof top terrace shall be limited to use by the boarding house tenants only. The roof top terrace area is shown on the submitted plans covering 1,965sf of the allowable 1,983sf. Areas reserved for temporary structures shall not be located within 10’ of any lot line. The plans need to be revised to clearly delineate the temporary structure area. Currently, chairs, tables, and fire pits, all of which are considered temporary structures, are shown around the roof top terrace including on the very sides of the roof top terrace (along right-of-way lines) The site does not have any required landscaping. The CBD requires parking for residential units. One parking space is provided for the live-in onsite manager/owner in a garage accessed from the Art’s Alley through the loading zone. A required loading zone is provided for on-site and located on the north side of the property. It is 55’x12’, however the proposed gas meter and protective bollards are located inside this loading zone next to building reducing the width to 10’. D SR 25.08 – Fairhope Boarding House December 1, 2025 Page 2 of 9 Staff is concerned with delivery access from the provided loading zone to the med-spa and restaurant. Connectivity - COMPLIANT A new 8’ sidewalk is proposed along the entire property line adjacent to Church St. The existing sidewalk along Fairhope Ave is compliant and will remain. Drainage - COMPLIANT Drainage is designed to collect water in roof drains and connect directly into the underground storm water system. Exterior Lighting - COMPLIANT As proposed, all exterior lighting is compliant with Article IV Section B.3 of the Zoning Ordinance. Mechanical Equipment - COMPLIANT All mechanical equipment is not shown. Applicant is aware that 40’ is the height limit for all structures including mechanical equipment. The Architect shall verify at time of permitting the height of all mechanical equipment. Dumpster - COMPLIANT The Site Plan illustrates a dumpster under the building with a roll up door accessed from the Art’s Alley thorough the loading zone and will be private. Signage - N/A Signage will be reviewed at time of a sign permit submittal. Erosion Control - COMPLIANT An erosion control plan was submitted with the application and is acceptable. Utilities - COMPLIANT Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. The utilities are located on the north side of the property. Electric service will require upgrades at the owner/developer’s expense, with aid-to-construction costs determined upon review of final drawings. A 10’ x 8’ transformer pad has been shown with protective bollards. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. Meter boxes will be traffic rated. A grease trap with traffic rated lid is provided for in the loading zone. ADA Standards - COMPLIANT ADA requirements per the Architect are met and at time of building permit will be further verified. D SR 25.08 – Fairhope Boarding House December 1, 2025 Page 3 of 9 Traffic - NON-COMPLIANT A Traffic Letter was submitted with the application and is attached to this packet. As proposed the 3 uses are estimated to generate 451 daily trips and 46 PM peak hour trips. As such, no further traffic study was conducted. A required loading zone is provided for on-site and located on the north side of the property. It is 55’x12’, however the proposed gas meter and protective bollards are located inside this loading zone next to building reducing the width to 10’. Lot Access - COMPLIANT The site has parking and loading accessed from the Art’s Alley and pedestrian access from Fairhope Ave. and Church St. Comprehensive Plan - COMPLIANT The proposed project is not contrary to the current Comprehensive Plan. Impacts on Surrounding Neighborhood - NON-COMPLIANT Staff has concerns with the different services required to provide for the proposed uses and the space and the intensity of the cumulative effect. Delivery routes, service routes, etc. are unclear on proposed plans. Benefits to the Community - COMPLIANT The proposed project will replace a previously demolished building. SR 25.08 – Fairhope Boarding House December 1, 2025 Page 4 of 9 SITE PLAN CONSIDERATIONS Standards of Review: Article II Section C.2.d of the City of Fairhope Zoning Ordinance sets forth all criteria for reviewing rezoning requests. Recommendation: Staff recommends DENIAL of SR 25.08 – Fairhope Boarding House Site Plan due to a conflict with the required loading zone and Gas meter, impact on the scale of the project to the surrounding neighborhood, and concerns with the increase in traffic caused by the intensity of the use. EXHIBITS SR 25.08 – Fairhope Boarding House December 1, 2025 Page 5 of 9 Proposed Site Plan I I STOPMR 111 ( I I ~i '~iNWi I ; • I I I ffl ::cf :i: - l) I >- LJ ■ - ■ D BRICK P.-.VERS C l oLJI '\::: lD= CJ n l BU ILDIN G UN D ER R OO F 7 ,9 12 S F il r------· - - OVERHANG :ID er OVERHANG I: :i: ~ r OVERtW>JG dc:o :I OVERHM\G :i: 10' 10' 10' 10' - JJ arucK PAVERS 20 ' PU BLI C ALLE'I l 11 BAHE& BARREL DECK INSTALL 1 :P/1-JU(L'ilG S:?,t,.Cf l .OCATED INSIDE OF THE BUI D G == ~~ I ~~~E I STAIRS -0 32" 1---- L __ _ I~ 1~ - OVERHANG BUILDINGOV "' EXHIBITS SR 25.08 – Fairhope Boarding House December 1, 2025 Page 6 of 9 Proposed 1st Floor I ~ I I I I I I I I LJ I 1 1 I I I I I I I I 11 I I I I I I I I 11 .---I -- mm l ~ I P ' f I!]~ l!lf I OOH ! lit: I . I~ 1!11 JVl.. f\ I (7 I ~ • .. I 001 I ~ I I iDi I I I I ------t---f --.... ,.,-.... Zl'>lt" ..... ._ rr- lR.. I ! .U ! I I .: .. : ~ 9 i~~:ii ro:,1 001 ~uz, • lU t l _-iJ n -~-~-"I...:: •• I ~i ii-=1,_____l,;;i j i~ l l) I 1'0' ~ t.'JCI ~ ooi 001 SI ------t-----11- I l!li r.a-; ""' ::=::::i L__ lil t I -lb!Ji ,u ··-·· ->-- I ------~ ~ l!lf l!J•j ~I ~f ··-·:::: ->-- l ~R~: ~ f--+ - f l.o_ 'I 0 00• I I I I ------t-- OOi -I I I ~ I -I - E [il l " i J i I f I -I I P9 I I I I I f I I I ool ii I j ... I !I fCl !·~ i lf41 ;-·-·- il'i;; iff ~---- OOi ----(! f OO i' ~·---- i ~Q ---- ~i ,.-'= i I. - i i~ -;, --- ------ I t--I I rl - I I , .. -- 3 ~ ,-- 1;:. ~ ~ l~--~ i - I oo, -"OOi I i I j ,,. ---u\_J I~ - I I I I I I I li I I I I I [!]rn I I i f f I □ i!I I ti * '" A New D evelopment ir. I Fairhope B oarding House . I Fsirll,,ape,.Ya...__. ----·-·----~--------... ---------___ .... ___ ~-~----- EXHIBITS SR 25.08 – Fairhope Boarding House December 1, 2025 Page 7 of 9 Proposed 2nd Floor I f i r I 1¼: .fl l ji r I . I A Ne w De.velopme11t Fairhope B oarding H ouse P:rirlaopc:,~\hbam• C !! l'~e;fo * ~, ... ~~8 •• -i a F "'=I 9:;; EXHIBITS SR 25.08 – Fairhope Boarding House December 1, 2025 Page 8 of 9 Proposed 3rd Floor ~ === - ~ ===== ~ ru 2: !"" ~!!Ii 'll '. ~~f ; p ===== fl'~ ~i l'lt,, l?i; oo it i ~ l ► ![ __. I w --~ - I LAJ i Ill LAJ f i i ·'1 ji. ·r -- [ I r I . ! I I I I ____ .. ___ A New D e,•elop111e11t Fairhope B oarding H ouse F1LJ"lopt.A11b.11111 == !=:±=E:l:=! == ==:t=t:::t:=== == l=::i:::l=t=I ->- [!I~ -- EXHIBITS SR 25.08 – Fairhope Boarding House December 1, 2025 Page 9 of 9 Proposed Rooftop Terrace I I I 1 A N ew D e1·elop111e11t Fairhop e Boarding Hou se Jl'fld1op11,.Alsb:uu. N 0 5 10 20 10 SCALE 0 SURVEYOR'S NOTES: FLOOD STATEMENT: OWNER INFORMATION: ZONING INFORMATION: Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR SHEET FILE PROJECT SCALE DED 20251552 1" = 10' CHKD.JDG DRAWN JAF (CA-1167) PROPERTY BOUNDARY AND TOPOGRAPHIC SURVEY 1 OF 1 WALCOTT, ADAMS, AND VERNEUILLE ARCHITECTURE GR I D N O R T H FAIRHOPE BOARDING HOUSE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE: LEGEND: FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY (8,759 Square Feet) 0.20 Acres --G!,S- ·~ .ea ' I I I I _J_ r I I I , I , I I , I I ' '"-~ I [-J\ ~-I':-~,.--:-:~ .. ~1--- CG\ Sl=.lE 11 >c ::i"xy,;'' :..:L1,;::J R 1,1: 11 / .-5 l~N: 1''J.1!:: I CL rn c_ 0 ~ Iii \_[. I i= 'c ' ~ 5 :~ c~ C ~n I I I I I I I - -y <l }-: I LC _, -- L ~ (/~ ' C L n ' 'i (_';; ~z <Y Jc'. 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Wash Stairs Stair S101 Stair S102 Elevator 1 E 1 Elevator 2 E 2 South Entrance Lobby H100 Corridor H101 Elevator Lobby H102 Clos. H103 Elevator Lobby H104 Corridor H105 Service Corridor S105 Wash H106 Vestibule H106 JC H107 Restroom H108 Restroom H109 Office H110 Corridor H111 Storage H112 Lobby H113 Registration H114 Gift Shop H115 Corridor S103 Storage S104 5' - 6 " 13 ' - 2 " 20 ' - 1 0 " 15'-9" Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 0 2 4 8 16Ft First Floor Plan 1/4"=1'-0" 1 A1.1 D D D D ----------------~---------------•----------------------------------------- ----l----- 1 D ■ D -------1:::::::===::::::======+========:::;.i D D ■ - 8 i i i j_ ___ _ -- i i Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025  A1.2 2nd Floor Plan 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 0 2 4 8 16Ft Second Floor Plan 1/4"=1'-0" 2 A1.2 11'-11" 18'-2 7/8" 13'-3"11'-11 5/16" 18'-5" 18'-5" 18'-5" 5'-10" 8 Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g pr o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A1.3 3rd Floor Plan Option A 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft Third Floor Plan 1/4"=1'-0" 1 A1.3 Dn Up Dn Up Dn Up Guest Bedroom Dn Stair Bedroom 301A Bath 301B Shower 301C Bedroom 302A Bath 302B Clos. 301D Bedroom 303AClos. 303D Bath 303B Bedroom 304A Clos. 304D Bath 304B Lounge 305A Clos. 305E Bath 305C Bedroom 305B Clos. 301D Shower 302C Shower 303C Shower 304C Shower 305D Bedroom 306A Clos. 306D Bath 306B Shower 306C Bedroom 307A Clos. 307D Shower 307C Bath 307B Closet 308 Bath 308B Clos. 308D Shower 308C Bedroom 308A Closet H305 Lounge 309A Corridor 309F Shower 309D Clos. 309E Bath 309C Bedroom 309C Bath 310BShower 310C Bedroom 311A Clos. 311D Bedroom 311A Clos. 311D Shower 311C Bath 311B Bath 312B Shower 312C Clos. 312D Bedroom 312A Bedroom 313A Clos. 313D Bath 313B Shower 313C Stair S301 Elevator E 1 Elevator E 2 Corridor H301 Corridor H303Corridor H304 Elevator Lobby H302 Stair S303 Stair S302 Stair S304 "Attic" Above Residence Up Up 12 ' - 1 1 " 12'-6" 11'-11" 12 ' - 1 1 " 13 ' - 5 " 18'-3" 13 ' - 3 " 18'-4" 18'-4" 13 ' - 3 " 13 ' - 3 " 18'-4" 18 ' - 1 " 12'-10" 13 ' - 2 " 13'-2"13'-3" 17 ' - 1 " 11'-11" 13 ' - 2 " 12'-6" 13 ' - 2 " 13 ' - 9 " 18'-5" 18'-5" 13 ' - 3 " 13 ' - 3 " 13 ' - 2 " 18'-3" 7'-0" 6'-0" 5' - 6 " 6'-2" 5' - 6 " 5'-10" Note: Walls of Guest Rooms Shall Be Designed And Constructed To Provide STC 60 Or Greater. See Wall Types 8 Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e Ne w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N OT b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w in g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A1.4 Rooftop Terrace Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Rooftop Terrace Plan 1/4"=1'-0" 1 A1.4 0 2 4 8 16Ft Mechanical Zone Dn Dn Rooftop Terrace 6' - 4 " 14 ' - 4 " 11'-0" 10 ' - 0 " UP UP Elevator Lobby Stair S303Stair S304 Elevator E 1 Elevator E 2 Corridor H401 Kitchen 407 Restroom 402 Bar 406 Corridor H402 Seating 405 Restroom 403 Restroom 404 Restroom 408 Restroom 409 JC 410 Rooftop Terrace 29'-2" Dn Rooftop Zoning Information: Total Roof Area =7,933 sf Allowablle Covered Area (25%) = 1,983 sf Allowable Stair and Elevator (7.5%) = 606 sf Actual Covered Area =1,965 sf Actual Stair and Elevator Area = 428 sf D 0 -- South Elevation 3/16"=1'-0" 1 A3.1 Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025  A3.1 Building Elevations 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 West Elevation (at Church) 3/16"=1'-0" 2 A3.1 P E O P L E ' S B O A R D I N G H O U S E 113.22 Average Grade 40 ' - 0 " 4' - 9 1 / 2 " El e v a t o r S h a f t PEOPLE'S CAFE 113.22 Average Grade 08/26/25 Aluminum Clad Wood French Doors Metal Handrails Smooth Stucco Ground Floor Glazing Aluminum Storefront Aluminum Clad Wood Casement Windows Aluminum Clad Wood French Doors Aluminum Clad Wood Casement Windows 0 2 8 16Ft4 0 2 8 16Ft4 8 South Elevation 3/16"=1'-0" 1 A3.1a Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 West Elevation (at Church) 3/16"=1'-0" 2 A3.1a P E O P L E ' S B O A R D I N G H O U S E ARDIN H PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P E O P PPPPP OO L E ' S E' S L E ' S L E ' S S L E ' S L E ' S L E ' S E' S L E ' S L E ' S S L E ' S S L E ' S L E ' S L E ' S E' S L E ' S SS L E ' S L E ' S SS L E ' S L E ' S L E ' S L E ' S L E ' S SS L E ' S L E ' S L E ' S S L E ' S L E ' S L E ' L E ' L E ' L E L E LL E ' E L E EE L E E L E L E E LLLLLLLLLLLL B O A B O A AA O A AAAA B O A B O A AAAAAA B O A A B O A B O A A B O A B O A A O A B O A B O A B O A B O A O A AAAAA B O A AAAAA B O A B O A B O A O A B O A A B O A B O A B O A B O A B O A B O A A B O A B O A A B O A B O A AAA B O A A B O A B O A AA B O A A B O A B O A O A A B O A A B O A AA O A A B O A B O A B O A B O A A B O O B O B O B O B O B O O B O B O O B O O B O O B O B O B O BBBBBBBBBBB R D I N R D I N R D I N D I N D I N D I N I N D I N R D I N R D I N R D I N D I N R D I N R D I N R D I N R D I N R D I N D I N I N NN I N I N D I N NNN I N I N NNN D I N NN I N D I IIIII R D R D DDDDDDDDDDDD R D R D D R D DDDDDDD R D DD R D DDD R D DDDDDD R D D R D R D DDD R D R D DDD R D R D DDDDD R D D R D R D DD R D R D R D R D D R D R D R D R D R D R D R D R D RRRRRRRRRRRRRRRRRRRRRRRRRR G H O G H O G H O G H O G H O G H O G H O O G H O G H O O G H O OOOOO G H O G H O G H O G H G H H G H G EE S E E S E EE S E EE U S E S E U S E E S E E U S E EE U S E EE U S E U S E E S E S E E U S E U S E U S E U S E U S E S E U S E U S E U S E U S E S E E U S E U S E S E U S E E U S E U S E U S E U S E U S E U S E U S E EE U S E S E U S E U S E U S E U S E E U S E U S E E U S E S E E U S E U S E U S E U S E E S U S U S SS U S U S S U S U S SSSSSSSS UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU 113.22 Average Grade 40 ' - 0 " 4' - 9 1 / 2 " El e v a t o r S h a f t PEOPLE'S CAFE 113.22 Average Grade 08/26/25 PE PLE' I I ~ II '-----------\--■ -1 8 -- Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025  A3.2 Building Elevations 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 North Elevation 3/16"=1'-0" 1 A3.2 East Elevation (Neighbor Side) 3/16"=1'-0" 2 A3.2 Aluminum Clad Wood Casement Windows Smooth Stucco Aluminum Clad Wood French Doors 113.22 Average Grade Aluminum Clad Wood French Doors Smooth Stucco Metal Handrail 113.22 Average Grade 0 2 8 16Ft4 0 2 8 16Ft4 II II ■ ·~· ■ ■ ]11 111111 - PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVER GRADING & DRAINAGE PLAN for CONTACTS C03 C04 UTILITY PLAN GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CONSTRUCTION DETAILSC05 R Know what's below. before you dig.Call EROSION & SEDIMENT CONTROL PLAN LEGAL DESCRIPTION ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering& Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer November 20th, 2025 Name of Project to which this Certificate Applies: Fairhope Boarding House Plans which are certified consist of Pages Cover Sheet thru Sheet C06. VICINITY MAP N.T.S. SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 D01 DEMOLITION, TREE PROTECTION, & PEDESTRIAN ACCESS PLAN Fairhope Boarding House 301 Fairhope Avenue Fairhope, AL 36532 BOUNDARY & TOPOGRAPHIC SURVEY REVISIONS: NO.REVISIONDATE APPR. REVISIONS 0 INITIAL CITY OF FAIRHOPE SUBMITTAL8/26/2025 TLS SITE PLANC01 CONSTRUCTION DETAILSC06 THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISC, BOOK 1, PAGES 320-21, AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25, PAGE 6, PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) 1 REVISED CITY OF FAIRHOPE SUBMITTAL9/23/2025 TLS 2 CITY OF FAIRHOPE RE-SUBMITTAL10/16/2025 TLS 3 CITY OF FAIRHOPE RE-SUBMITTAL11/20/2025 TLS UNIVERSITY OF SOUTH ALABAMA Magnolia Beach µ 'ff Good Samaritan UNIVERSITY I • FAIRHOPE POP 15,436 Fairhope ,J Church LJll::::l-=-=i & "' 28 I N 0 5 10 20 10 SCALE 0 SURVEYOR'S NOTES: FLOOD STATEMENT: OWNER INFORMATION: ZONING INFORMATION: Civil (251) 990-6566 9969 WINDMILL ROADFAIRHOPE, AL 36532 Engineering& Surveying PROJ MGR SHEET FILE PROJECT SCALE DED 20251552 1" = 10' CHKD.JDG DRAWN JAF (CA-1167) PROPERTY BOUNDARY ANDTOPOGRAPHIC SURVEY 1 OF 1 WALCOTT, ADAMS, AND VERNEUILLE ARCHITECTURE GR I D N O R T H FAIRHOPE BOARDING HOUSE B AAMALA HL D E.DIEDAVI SURVEYOR'S CERTIFICATE: LEGEND: FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY (8,759 Square Feet) 0.20 Acres 3 LO ♦ .t . ~J h I I I II f I ~- ! * ,.)I I I I I I~ I I -E C E ' 3 T R I . 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' : ' ' ' ' - - - 11 ~ . , , - 1 / ' .' - " ' I ' I ;, 1 / ' ' I = =J i c ! i : : I I ; - : : -- - - ~s c , , _, , , , l ~ ~ H i f : : ~ f= = =l I : : ; i : I ,,-, -- - - =I T : ; ! : i :I I -c - l ' ' ' ' ' ' ' ' ' ' ' ' C ,. . - : - : . , - - - ~ - , - - - - - - - - - - - - - - - - - - - - - - - - ., I ' I ,J , 7 ✓' , ' , ,_ , . 1 'l > ; ' H ' / - / • , ' , ' .I ~ I I_ , I .. . I ~ - - " - ~ • - .. . . ~ I + -r~ = ; , E :: J t - j XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BUILDING OVERHANG 1 TP TP TP TP X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TP TP COVERED WALKWAY INSTALL ADA COMPLIANT WOODEN RAMP TO GET FROM SIDEWALK DOWN TO PAVEMENT ELEVATION INSTALL PEDESTRIAN DETOUR SIGN INSTALL CONSTRUCTION FENCING INSTALL TREE PROTECTION FENCING INSTALL TREE PROTECTION FENCING INSTALL "SIDEWALK CLOSED" SIGNAGE ~C O N S T R U C T I O N A C C E S S / W O R K Z O N E ~ INSTALL CONSTRUCTION FENCING INSTALL COVERED WALKWAY ~C O N S T R U C T I O N A C C E S S / W O R K Z O N E ~ NOTES: 1. CONSTRUCTION ACCESS IS NOT ALLOWED/PERMITTED FAIRHOPE AVENUE. 2. WORKERS SHALL NOT BE PERMITTED TO PARK ON FAIRHOPE AVENUE. BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 400 5 10 20 10 SCALE SHEETD01 20251552 TLSDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N , T R E E P R O T E C T I O N & PE D E S T R I A N A C C E S S P L A N DEMOLITION NOTES DEMOLITION LEGEND REMOVAL - STRUCTURE ASPHALT SAWCUT REMOVE STRUCTURE, DISCONNECT UTILITY SERVICES PRIOR TO DEMOLITION1 DEMOLITION SYMBOLS INSTALL PEDESTRIAN PROTECTION MEASURES AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITHGOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS-CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND 1. 2. 3. 4. 5. CARDBOARD. 6. SCALE: NTS TREE BARRICADE TREE BARRICADE SHALL BE IN PLACE AT THEOUTER EDGE OF THE DRIP LINE OF THE TREEPRIOR TO ANY LANDSCAPE DISTURBANCE. STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREEPROTECTIONAREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. NOTE: Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I I \ \ I I I \ \ \ I e I I J -- 0 0 L \ I I '-..,_ : : -- XXXXXXXXXX X X X X X X X X XXXXXXX 9" 10" 10" 8" 8" AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS LOADING ZONE NO PARKING 4' 10 ' 4' 10 ' 10 ' 4' 10 ' 4' 10 ' 4' 10 ' 4' 10'10'10'10'10' 4'4'4' 8' 8' 8' EXISTING BRICK PAVERS TO REMAIN CONCRETE PAVING. SEE DETAIL ELECTRICAL TRANSFORMER AREA. 10'W x 8'L INSTALL PIPE BOLLARDS. SEE DETAIL CONCRETE SIDEWALK TO BE REPLACED AFTER CONSTRUCTION. SIDEWALK TO BE INSTALLED UP TO BUILDING OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G INSTALL STRIPED LOADING ZONE WITH " LOADING ZONE NO PARKING" LEGEND. PAINTED STRIPING SHALL BE 5" AT 45° SPACED AT 4' OC. APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION INSTALL PIPE BOLLARDS TO PROTECT GAS METER. SEE DETAIL TIE TO EXISTING CONCRETE RAMP W/ NEW CONCRETE PAVING BUILDING UNDER ROOF 7,912 SF DUMPSTER STORAGE AREA INSTALL 1 PARKING SPACE LOCATED INSIDE OF THE BUILDING 55' 12 ' SHEETC01 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call SI T E P L A N PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER MEDIUM DUTY ASPHALT PAVING ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB RIBBON CURB PARKING DATA TOTAL REQUIRED (1 SPACE/DWELLING UNIT) = PARKING REQUIREMENT SPACES 1 BUILDING (UNDER ROOF) SITE ANALYSIS 7,912 SF SITE ACREAGE (PROPOSED) ±0.20 AC (8,758.64 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 0 FT 0 FT 0 FT 40' BUILDING HEIGHT 40 FT* PROVIDED PARKING 1 SPACES REQUIRED PARKING 1 SPACE MAX. GROUND COVERAGE RATIO:N/A JURISDICTION C.O. FAIRHOPE PERVIOUS AREA 0 AC (0%) IMPERVIOUS AREA 0.20 AC (100%) REQUIRED: PROPERTY AREA LAND USAGE --0.20 ACRES BUILDING AREA (UNDER ROOF)91%0.182 ACRES IMPERVIOUS PAVING 0.018 ACRES PERVIOUS PAVING 0.00 ACRES DESCRIPTION % OF PROPERTY AREAAREA 9% 0% GRASSED/LANDSCAPED AREA 0.00 ACRES 0% ZONING B-2 (CBD) TOTAL PROVIDED =1 PROPOSED BUILDING COVERAGE: 7,912 SF (90.3%) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIREDFOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED B-2 (CBD). NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BE STORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIREPREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGSSHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =0.20 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS18. OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.19. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED20. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN21. COMPLETED. GARBAGE TO BE PICKED UP BY PRIVATE DUMPSTER COMPANY. DUMPSTER IS KEPT IN STORAGE22. *ELEVATION TO TOP OF ROOFTOP BAR. (45 FT TO TOP OF ELEVATOR SHAFT.)(HEIGHT MEASURED FROM AVERAGE GRADE) PROPOSED GREENSPACE: 0.00 AC AREA INTERNAL OF THE BUILDING AND ROLLED OUT TO BE COLLECTED. OVERHANG DIMENSION TAKEN TO THE ROW LINE.23. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I I I I I I I I I I I I I I I I I I e J ~I 111 !11 I -I - I ---------1 I --- ' I I n I ' I I I I I I I \ =1 --------- ~ c::==::J c::==::J -I l - - - __J XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 EX EX EX EX EX EX EX EX EX EX EX EX FFE: 113.57FFE: 111.38 FFE: 111.38 FFE: 114.50 FFE: 114.00 FFE: 114.00 111.33 112.11 111.20 111.38 110.92 110.83 110.72 111.33 111.20 113.54 112.31 113.00 113.57 111.18 110.68 113.39 113.99 114.48 114.72 INSTALL STEP-UP INTO BUILDING. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS INSTALL STEP-UP INTO OVERHANG. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS FFE: 114.75 110.47 110.02EX EX SHEETC02 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call GR A D I N G & D R A I N A G E P L A N PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX EXISTING GRADE EX TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN UD X" MITERED END SECTION (MES) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE REFER TO THE GEOTECHNICAL REPORT FOR PREPARATION OF THE SUBGRADE.21. FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. REFER TO THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BEWELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, AND SILT BARRIER INSTALLATION ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE ENDOF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 19. 20. HDPE, ADS N12 PIPE PER SPECIFICATIONS. 22. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. 23. PVC, SCH. 40 PIPE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVEDTO THE RIGHT OF WAY. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I-­ I I ! I I \I " \ \ I I I _J \ \ \ I I \ \ \ e - / - , I I I l I I ~ tl\ n \ II -✓-~/ -✓-----.----I b II V I I I I / I / -✓-I V I I I I I - / I I / I I I I I / / / I I I I I .9 /' I ·, "2 ~ ~ • I r==r ~I --,. -✓ • -----...,....--_, ., • I r ~ l ·: J' • • I • • • • .• r ;.s I ; q I /1!( /¢= i •-'. \• _{ . • T -·_J . . ;-. :Ir-I / / [I I ~ : \. ~ J •1 • .;. • ·, •. I O\.i ~ -!LJ ~ -- 11 ,~~,~~--· / ~--u -------i -- ;: ~.DLI ['I " " p :I t•~ I ~ I I 11 ~ 1 i ~ Ir--I • l.!:::::::==;:;I I -0 I + ~ f------ ·•I u L f .._, D --✓-1. ~ I . • L_. ·, I 1 I I I ,.- 1 1-t--7,' • )._-I ,,.. . r / r ■ ,- _ _j 1~~ n § ~~ Ii~ L -✓- -✓- ----c::J­ c=i ~ (f_j] XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X SB SB CEP SB SHEETC03 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FORTHE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6.IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS.IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT.EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID WEBB, QCI 251-990-6566. AREA TO BE DISTURBED = 0.20 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18.DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATIONOF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL ORTREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUTTHE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. 24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, AND CONSTRUCTION EXIT. INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 4.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. CONSTRUCT BUILDING AND INSTALL UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. INSTALL STONE BASE.3. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS. STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING. 4. USDA SOIL SURVEY CLASSIFICATIONS EuC - WADLEY LOAMY FINE SAND, 5 TO 8 PERCENT SLOPES - HSG A ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS 25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 27. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT. LaB - LAKELAND LOAMY FINE SAND, 0 TO 5 PERCENT SLOPES - HSG AMaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG C SEDIMENT EXIT PAD BARRIER CEP SB LEGEND: CONSTRUCTION TEMPORARY PERMANENT MULCHING SEEDING SEEDING MU TS PS Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I I I I I I 1--I "-I I I I I \1 I I - II'--~ I I I I \I I \ \ I I I I \ I I \ \ \ \ \ e I I I I '; I = ■ tr-rrtn [7 I ' .. - --• 11r ~:--'--l=c======~6 '<a ~ G - '\ / / / -------- / ------ / / / / / / / ~-----~-~~r I j ~ l/ -l -~.---~~~~~~ ~:a.-------------1 --\ I I ~, -I \I I - / / / / \ \ -1'/ -I !'-- 11"- I I '-.._ ----------'--'--'-- \ \ '--\ \ ' --I 0 0 0 0 0 L ,_,... •:\ ( / -----/ / e: "--'--I ' I ' '--'--" \ XXXXXXXXXX X X X X X X X X XXXXXXX INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 W W W W W W W SS G RELOCATE WATER METERS OUTSIDE OF OVERHANG. METERS TO BE PLACED IN A SINGLE TRAFFIC RATED CONCRETE METER VAULT. RELOCATE GAS METER. CONTRACTOR TO COORDINATE LOCATION W/ ARCH. AND UTILITY PROVIDER ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK TIE TO EXISTING 8" SEWER SERVICE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT CONNECTION. INSTALL 6" FIRE LINE APPROXIMATE TIE IN LOCATION FOR FIRE LINE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT LOCATION. INSTALL 6"-90° BEND W/ MEGALUGS INSTALL 6" TAPPING SLEEVE ON EX. 6" WATER LINE INSTALL ELECTRICAL TRANSFORMER ON 10'W X 8'L PADC.O. INSTALL TRAFFIC RATED CLEAN OUT APPROXIMATE LOCATION OF RISER. REFERENCE MEP PLAN FOR EXACT LOCATION. 6" BACKFLOW PREVENTER TO BE LOCATED ON THE RISER. INSTALL 1500 GAL GREASE TAP, W/ TRAFFIC RATED LID. CONTRACTOR TO REFERENCE MEP PLANS FOR EXACT TYPE & SPECIFICATIONS. INSTALL DEDICATED GREASE WASTE LINE INSTALL DEDICATED NON-GREASE SANITARY SEWER WASTE LINE INSTALL FDC FIBER BOX TO BE RESET & MADE FLUSH W/ NEW CONCRETE SIDEWALK ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK SHEETC04 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 8. 9. 10. 11. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFERTO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION.12. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROMTHE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS.13. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONSTHE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILESTRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TOFITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS WILL BE DUCTILE IRON PIPE: DUCTILE IRON PIPE FOR WATER LINES SHALL MEET 6. 7. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 14. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 150PSI FOR MINIMUMOF 6 HOURS. WITNESSED BY E.O.R, OR REPRESENTATIVE, AND FPU INSPECTOR. 15. VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY WATER SANITARY SEWER THRUST BLOCK GAS PROPOSED G OHP OVERHEAD POWER OHP WW SS WW UTILITY PLAN LEGEND CLEANOUT C.O. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILTY 16. OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE 17. (FOG) - INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE LINE. THIS LINE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING'S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THEGREASE INTERCEPTOR. REQUIREMENTS OF AWWA SPECIFICATION C151 W/ MECHANICAL JOINT OR PUSH-ON JOINT UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE PLANS. WORKING PRESSURE SHALL BE A MINIMUM OF 250 PSI. IF IT IS NECESSARY TO CUT DUCTILE IRON PIPE, IN NO CASE SHALL IT BE CUT BY BURNING,BUT SHALL BE CUT BY SAW, CUTTER, ABRASIVE WHEEL, OR OTHER APPROVED MEANS. 18. THE PROPOSED FIRE LINE SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THENEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200 PSI FOR MINIMUM 2 HOURS. ' r· • I ~ ,,.-L~ ~ \.,,___ __ -1== •~I I E= , I □ ,, ~ . .L 1/ / ~ . - □ .f • ■ I' f-----._ \ \ ---I I i " ---\ -------- \ 1- .==:;:::1 1 -0 '-._ '-._ '-._ \ '-._ I I I I 1- 1 I - ~ (f_j] -- ( --- - --- - ---- --- - A M M ---- I><] M □ □ 6-• I I T I 7 SHEETC05 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 11/20/25 N.T.S. NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE-EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSIONJOINT FILLER ADJACENT TO ALL STRUCTURES OROTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINALJOINT TRANSVERSE JOINT ISOLATION JOINT SEENOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR#5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C.14" LENGTH, LIGHTLY GREASESMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEALSAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT NOTE: SEE DETAIL FOR JOINTS 7" - 4,000 PSI CONCRETE (MIN. 550 PSI FLEXURAL STRENGTH) SCALE: NTS CONCRETE PAVEMENT DETAIL WELDED WIREMESH (TYP.)2" ABOVESUBGRADE 9" - SUBGRADE PREPARED PER GEOTECHNICAL REPORT(95% STANDARD DENSITY) PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1TOFEB. 15 FEB. 16TOAUG. 31 SEPT. 1TONOV. 30 DEC. 1TODEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE &NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS)SUBJECT TO BLOWING STRAW ALONE (NO SEED)2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE(LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 B. BOXES AND COVERS TO BE TRAFFIC RATED. 5. METERS TO BE PLACED INSIDE A SINGLE TRAFFIC RATED CONCRETE VAULT. THE VAULT IS SHALL BE CONSOLIDATED PIPE OR APPROVED EQUAL BY FPU. / T~ , ·:· ••.. ·•·•~ •• ; ] 1.:~ _.. . ~ ~ .... ~ '- ---~-·-.<f ·~ I I I I ot------- ~: .•,4•• •• •• : -·~+--- __ ;tX~:i ··\: -~-\-e. ... I I ~ it----------'------,-~ CT-------it 30" MIN. COVER SERVICE SADDLE: ROMAG 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EOUAl (IF REQUIRED) CITY OF FAIRHOPE l 1, ---CORPORATION STOP · FORD BALLCORP FB1000 {SEE NOTE NO. 2) ---WATER MAIN CITY OF FAI RHOPE PUBLIC UTILITIES 5 5 5 SOUTH SECTION STREIT FA IRHOPE , ALABA MA 36532 2 51 .9 2 8.8 003 ELEVATION V IEW N.T.S 0--- 0--- WATER METER MATERIAL SCHEDU LE 1. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI ANO SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND "365" DEGREE VALVE OPERATION WITH NO STOPS. 2 CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON 1NLET AS SPECIFIED BY AWWA C800, ANO COPPER TUBING SIZE 0 .0 . OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQU IVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE 3. WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWINA SPECIFICATION C700, LATEST REVISION , ANO AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC. POSITIVE DISPLACEMENT, OR OSCILLATING PISTON . FROST PROTECTION WILL NOT BE REQUIRED REG ISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LIO MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700 . 4. METER BOX AND COVER A BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP WATER DETAILS 12 -0 7-2 0 TYPICAL ¾" WATER SERV IC E METER DETAIL W-1 SHEETC06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 11/20/25 N.T.S. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 CONCRETE 3000 PSI AS FORM USE GROUND GRADE PRIME AND PAINT WITH TWO 6" SCH. 40 STEEL PIPE AND ROUND OFF TOP FILL WITH 3000 PSI CONCRETE AFTER PIPE IS IN PLACE SCALE: NTS PIPE BOLLARD DETAIL COATS OF SAFETY YELLOW 2' DIA. 3' - 6 " 6" 4' UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO ASSHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRICAT POST TO PREVENT LEAKAGEOF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTS FABRIC (WOVENWIRE FENCEBACKING) 15' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 6" MIN.20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK #3 REBARS UNDISTURBED SOILCONC. THRUST BLOCKSEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCKSEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL SIZE 2" DIA.PIPE LINE 4" DIA.PIPE LINE 6" DIA.PIPE LINE 8" DIA.PIPE LINE OR TEE 1.0 1.9 3.6 5.8 90°BEND 1.0 2.6 5.0 8.2 45°BEND 1.4 2.7 4.4 22-1/2°BEND 1.0 1.0 1.4 2.25 11-1/4°BEND 1.0 1.0 1.0 1.2 45° VERT.BEND 22-1/2° VERT.BEND GATEVALVE 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED INPOOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSISOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.)VERTICAL ANCHORBLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL THRUST BLOCK DETAIL SCALE: NTS TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 20' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 8" VARIES 4" 4" TROWELED EDGE FINISH LIGHT BROOM FINISH SIDEWALK FINISH 6"PAVEMENT COMPACTED BASE SUBGRADE THICKENED EDGE SIDEWALK W/ THICKENED EDGE 0--- 0---- i----TI -7 ' IIPLUGGEDEND I I I I I l I I l I l l ~ I I I - - October 16, 2025 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Fairhope Boarding House -Drainage Letter Dear Hunter: This letter is to serve as a notice as to why a full drainage narrative is not warranted for this project. This site is currently accounted for in the existing drainage condition. We are not proposing more impervious surface than what has been there historically. Therefore, we are not creating any adverse downstream effects. The proposed building will have roof drains installed that will be routed underground, where they will connect directly into the underground storm sewer system located at the northwest comer of the Church St/Fairhope Ave intersection. If you have any questions, please let me know. Sincerely, Larry Smith, PE lsmith@secivileng.com 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 August 26, 2025 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Civil Engineering & Surveying Re: Fairhope Boarding House -Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 27 boarding house rooms, 2,300 sq. ft of Medical Office Space, 1,600 sq. ft of Restaurant Space, and 900 sq. ft of a rooftop bar. When plugging in this information into the ITE Trip Generation Report, we come up with 451 daily trips and 46 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. If you have any questions, please let me know. Sincerely, Larry Smith, PE lsmith@secivileng.com 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Description / ITE Code Units Rate Weekday PM Peak % PM % PM Units (independent PM Peak PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA General Light Industrial 110 KSF2 6.97 0.97 12%88%0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21%79%0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36%64%0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25%75%0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51%49%0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33%67%0 0 NA NA Utilities 170 KSF2 NA 0.76 45%55%0 0 NA NA Residential PUD 270 DU 7.50 0.62 65%35%0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49%51%0 0 NA NA Hotel 310 Rooms 8.17 0.59 53%47%27.0 221 16 8 7 Hotel 310 Employees 14.34 0.80 54%46%0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42%58%0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45%55%0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60%40%0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60%40%0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53%47%0 0 NA NA Motel 320 Rooms 5.63 0.47 54%46%0 0 NA NA Motel 320 Employees 12.81 0.73 54%46%0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43%57%0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43%57%0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41%59%0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43%57%0 0 NA NA State Park 413 Employees NA 4.67 43%57%0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29%71%0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41%59%0 0 NA NA Regional Park 417 Employees 79.77 10.26 45%55%0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60%40%0 0 NA NA Golf Course 430 Employees 20.52 1.48 48%52%0 0 NA NA Golf Course 430 Holes 35.74 2.78 45%55%0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33%67%0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45%55%0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50%50%0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94%6%0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64%36%0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56%44%0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57%43%0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35%65%0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37%63%0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45%55%0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52%48%0 0 NA NA High School 530 KSF2 12.89 0.97 54%46%0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58%42%0 0 NA NA Church 560 KSF2 9.11 0.55 48%52%0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47%53%0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47%53%0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Library 590 KSF2 56.24 7.30 48%52%0 0 NA NA Hospital 610 KSF2 16.50 1.14 42%58%0 0 NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17%83%0 0 NA NA General Office 710 KSF2 11.01 1.49 17%83%0 0 NA NA Corporate Headquarters 714 KSF2 7.98 1.40 10%90%0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15%85%0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27%73%2.3 84 8 2 6 Government Office Building 730 KSF2 68.93 1.21 31%69%0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51%49%0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31%69%0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15%85%0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47%53%0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51%49%0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49%51%0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50%50%0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47%53%0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49%51%0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49%51%0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47%53%0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67%33%1.6 146 12 8 4 High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59%41%0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51%49%0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52%48%0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54%46%0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66%34%0.9 0 10 7 3 Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50%50%0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39%61%0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48%52%0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49%51%0 0 NA NA Tire Store 848 Service Bays NA 3.54 42%58%0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43%57%0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47%53%0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51%49%0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51%49%0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49%51%0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50%50%0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50%50%0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53%47%0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50%50%0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48%52%0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49%51%0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50%50%0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50%50%0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50%50%0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50%50%0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48%52%0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52%48%0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50%50%0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44%56%0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49%51%0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50%50%0 0 NA NA NA: Not Available KSF2: Units of 1,000 square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room City of Fairhope Planning Commission December 1, 2025 SD 25.16 -Fairhope Boarding House --Road -B-1 Local Sho pping District D B-2 General Business District -B-3b Tourist Resort Commercial -P-1 Parking District D R-2 Medium Density Single-Family D Parcel - Project Name: Fairh ope Boarding House Site Data: 0.20 acres Project Tvoe: Preliminary plat approval of 5-unit multiple occupancy project - Jurisdiction: Fairhope Planning Jurisdiction - Zoning_ District: B-2 General Business District PPIN Number: 14359 General location: Northeast i ntersection of Fai rhope Avenue and Church Street Surve'f_or ot Record: S.E. Civil, LLC Eng_ineer ot Record: S.E. Civil, LLC Owner I Develooer: FST SILDI, LLC School District: Fairhope Elementary School Fairhope Middle and High Schools Recommenda tion: Approved w/ Conditions Preeared b:1£: Name N * . W E s Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type: D Village Subdivision D Preliminary Plat D Minor Subdivision D Informal (No Fee) □ Final Plat 1xJ Multiple Occupancy Project Attachments: ~ Articles oflncorporation or List all associated investors Date of Application: _8/_1_9/_2_02_5 ____ _ Property Owner / Leaseholder Information Name of Property Owner: FST SILDI, LLC Phone Number: 251-209-0074 Address of Property Owner: _8_5_7_S_e_a _C_liff_D_r_iv_e _______________ _ City: Fairhope State: AL Zip: 36532 Proposed Subdivision Name: _F_a_ir_ho~p_e_B_o_a_rd_in_g_H_o_u_se _____________ _ No. Acres in Plat: _o_.2_o_A_c_. _______ No. Lots/Units: ~5 _______ _ Parcel No: 05-46-03-37-0-601-002.512 Current Zoning: _B_-2_(~C_B_D~} ____ _ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Name of Authorized Agent: SE Civil LLC Phone Number: 251-990-6566 Address: 9969 Windmill Road City: Fairhope State: AL Zip: _3_65_3_2 __ _ Contact Person: Larry Smith, PE Surveyor /Engineer Information Name of Firm: SE Civil, LLC Phone Number: 251-990-6566 Address: 9969 Windmill Road City: Fairhope State: AL Zip: ---=3~65=3=2'---- Contact Person: Larry Smith . PE Plat Fee Calculation : Reference: Ordinance 1269 Signatures: I certify that I am the property owner /leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Sillgle Tax representative shall sign this applica:: ~ /1 s,tJ,>Ll.L, c ::5-=~c~) Property Owner /Leaseholder Printed Name Sign•~---· ____ _ <3/t~l--z.:5 ~ Date 1 Fairhope Single Tax Corp. (If Applicable) l e-e,fU'r1ter1 P~sid~f- SD 25.16 – Fairhope Boarding House December 1, 2025 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, S.E. Civil, LLC, on behalf of the Owner, FST SILDI, LLC, for preliminary plat approval of Fairhope Boarding House, a 3-unit Multiple Occupancy Project (MOP). The property is zoned B-2 – General Business District. The property is approximately 0.20 acres and is located at 301 Fairhope Avenue. SITE HISTORY Planning Commission approved a 6-unit MOP SD 19.36 that was renovating the existing 2-story building with 4 commercial/retail units on the bottom floor and 1-2 office units on the second floor. The building that existed has since been removed rendering that approval null and void. STAFF COMMENTS The purpose of this request is to create three (3) units on site located in one building. A Site Plan Review application, SR 25.08, has also been submitted and is under review. The site will be served by Fairhope Utilities for Electric, Water, Sewer, and Gas. The current proposed uses are for a 26-room boarding house that will have a live-in onsite manager/owner, a Med-Spa, restaurant, and roof top terrace. The Med-Spa is a use on appeal and approval by the Board of Adjustments. The roof top terrace shall only be an accessory use to the boarding house. The roof top terrace or areas reserved for temporary structures shall not be located within 10’ of any lot line. Utilities Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. The utilities are located on the north side of the property. Electric service will require upgrades at the owner/developer’s expense, with aid-to-construction costs determined upon review of final drawings. A 10’ x 8’ transformer pad has been shown with protective bollards. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. Meter boxes will be traffic rated. A grease trap with traffic rated lid is provided for in the loading zone. Traffic A Traffic Letter was submitted with calculations in August 2025 and is attached to this packet. As proposed, there were 27 boarding rooms, 2,300 sq. ft. of medical office space, 1,600 sq. ft of restaurant, and 900 sq. ft. of a rooftop bar, which were estimated to generate 451 daily trips and 46 PM peak hour trips. As such, no further traffic study was conducted. The traffic data and support letter are included in the packet. The plans have been altered since August 2025. By Staff estimates, there is now approximately 4,600 sq. ft of restaurant, 27 rooms, and approximately 2,200 sq. ft. of medical office space. If these calculations are correct, we believe this project would generate more than 50 trips or more during any peak hour period and a Traffic Impact Study would be warranted. Planning Commission may wish to require the analysis be conducted for alternate peak periods. A required loading zone is provided for on-site and located on the north side of the property. It is 55’x12’, however the proposed gas meter and protective bollards are located inside this loading zone next to building reducing the width to 10’. SD 25.16 – Fairhope Boarding House December 1, 2025 Drainage The storm water runoff is designed to be collected in roof drains and connect directly into the underground storm sewer system. Wetlands Wetlands are not present on the site. Tree & Landscaping The site does not have any required landscaping. SD 25.16 – Fairhope Boarding House December 1, 2025 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends DENIAL of SD 25.16 Fairhope Boarding House MOP due to the non-compliant issues outlined in the report. PROPOSED SITE IMPROVEMENT PLANS TABLE OF CONTENTS C02 COVER GRADING & DRAINAGE PLAN for CONTACTS C03 C04 UTILITY PLAN GAS DEPARTMENT CITY OF FAIRHOPE MR. WES BOYETT 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 WATER & SEWER DEPARTMENT CITY OF FAIRHOPE MR. DARYL MOREFIELD 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 BUILDING DEPARTMENT CITY OF FAIRHOPE MR. ERIK CORTINAS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 CONSTRUCTION DETAILSC05 R Know what's below. before you dig.Call EROSION & SEDIMENT CONTROL PLAN LEGAL DESCRIPTION ELECTRICAL DEPARTMENT CITY OF FAIRHOPE MR. BEN PATTERSON 555 SOUTH SECTION ST. FAIRHOPE, ALABAMA 36532 251-928-8003 PLANNING/ZONING DEPARTMENT CITY OF FAIRHOPE MR. HUNTER SIMMONS 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 Civil Engineering& Surveying 9969 Windmill RoadFairhope, AL 36532251-990-6566 ENGINEER'S CERTIFICATE I, the undersigned, a Registered Professional Engineer in the State of Alabama holding Certificate Number 26348, hereby certify that I have reviewed the design herein which was done under my direct control and supervision and that, to the best of my professional knowledge and to the best of my belief, conforms to the requirements of Section 7-18 of the City of Fairhope Municipal Code and to all other rules, regulations, laws, and ordinances applicable to my design. Project Engineer November 20th, 2025 Name of Project to which this Certificate Applies: Fairhope Boarding House Plans which are certified consist of Pages Cover Sheet thru Sheet C06. VICINITY MAP N.T.S. SITE PUBLIC WORKS DEPARTMENT CITY OF FAIRHOPE MR. RICHARD JOHNSON 555 SOUTH SECTION STREET FAIRHOPE, ALABAMA 36532 251-928-8003 D01 DEMOLITION, TREE PROTECTION, & PEDESTRIAN ACCESS PLAN Fairhope Boarding House 301 Fairhope Avenue Fairhope, AL 36532 BOUNDARY & TOPOGRAPHIC SURVEY REVISIONS: NO.REVISIONDATE APPR. REVISIONS 0 INITIAL CITY OF FAIRHOPE SUBMITTAL8/26/2025 TLS SITE PLANC01 CONSTRUCTION DETAILSC06 THE WEST 70 FEET OF THE SOUTH 125 FEET OF LOT ONE (1), BLOCK SEVEN (7), DIVISION ONE (1) OF THE LANDS OF THE FAIRHOPE SINGLE TAX CORPORATION IN THE CITY OF FAIRHOPE, ALABAMA, AS PER ITS PLAT THEREOF FILED FOR RECORD SEPTEMBER 13, 1911, MISC, BOOK 1, PAGES 320-21, AND QUIT CLAIM DEED FROM CLEMENT L. COLEMAN DATED JANUARY 17, 1915, RECORDED IN DEED BOOK 25, PAGE 6, PROBATE RECORDS OF BALDWIN COUNTY, ALABAMA. LYING IN GRANT SECTION 37, TOWNSHIP 6 SOUTH, RANGE 2 EAST, BALDWIN COUNTY, ALABAMA. (DESCRIPTION COMPOSED FROM PROBATE RECORDS AND AN ACTUAL FIELD SURVEY) 1 REVISED CITY OF FAIRHOPE SUBMITTAL9/23/2025 TLS 2 CITY OF FAIRHOPE RE-SUBMITTAL10/16/2025 TLS 3 CITY OF FAIRHOPE RE-SUBMITTAL11/20/2025 TLS UNIVERSITY OF SOUTH ALABAMA Magnolia Beach µ 'ff Good Samaritan UNIVERSITY I • FAIRHOPE POP 15,436 Fairhope ,J Church LJll::::l-=-=i & "' 28 I N 0 5 1 0 2 0 10 S C A L E 0 SU R V E Y O R ' S N O T E S : FL O O D S T A T E M E N T : OW N E R I N F O R M A T I O N : ZO N I N G I N F O R M A T I O N : Ci v i l (2 5 1 ) 9 9 0 - 6 5 6 6 99 6 9 W I N D M I L L R O A D FA I R H O P E , A L 3 6 5 3 2 En g i n e e r i n g & S u r v e y i n g PR O J M G R SH E E T FI L E PR O J E C T SC A L E DE D 20 2 5 1 5 5 2 1" = 1 0 ' CH K D . 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DIE DAVI SU R V E Y O R ' S C E R T I F I C A T E : LE G E N D : FA I R H O P E A V E N U E 8 0 ' P U B L I C R I G H T - O F - W A Y NORTH CHURCH STREET 66' PUBLIC RIGHT-OF-WAY 20 ' P U B L I C A L L E Y (8 , 7 5 9 S q u a r e F e e t ) 0. 2 0 A c r e s 3 LO ♦ .t. ~Jh I I I II f I ~-!* ,.)I I I I I I~ I I -ECE'3TRI.A.N \ 8 Jt~"// .~ .• C I // '>-_ _..!Jf 'i-~.'i[..1,. ------::_ "=;:. - '"11111111'-,-•-·-·-•- -/•--,-- fa ,c:W-~Y ,,~ -----------·---=7r~----' ~i -----7 ,· -~';•~fflllf:::li:ll:lif:t ~ " ,, 0 ® n:'.*:1,=>!tt~c<j-,, _cnfi~ ~ji ~":~~~11 '~~ '--fi--n"-~~~ "'I _.n-r,---u1r.lj-~rl'f~-1-,=M¥,=r,Ifdt1,~r,=ri~¼ I I I I I I I I lfutr~::,~ ~=l=~=~~r •tf!lJ.~ I-IH_c>:~ ]1--',c,._//•/C' //( ''cll'n'-cRY// ·, :::rr:;§1 / / , , 'r=~=Y='il'-_jI-r~:' I i ' ' ', ::v ''YI!': '' '' ---11 ~.,,-1/' .' -" ' I' I ;, 1/ ' ' I = =Jic!i:: I I ;-:: -- --~sc , , _,,,, l~~Hif : : ~ f== =lI::;i: I ,,-, -- --=IT:;!: i :I I -c- l ' ' ' ' ' ' '' ' ' ' ' C ,..-:-:., ---~-,------------------------ ., I ' I ,J, 7 ✓',', ,_,.1 'l>;'H ' /- /•,', ' .I ~ I I_, I ... I ~--"-~•-.... ~I + -r~=;,E ::Jt- j XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BUILDING OVERHANG 1 TP TP TP TP X X XXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TP TP COVERED WALKWAY INSTALL ADA COMPLIANT WOODEN RAMP TO GET FROM SIDEWALK DOWN TO PAVEMENT ELEVATION INSTALL PEDESTRIAN DETOUR SIGN INSTALL CONSTRUCTION FENCING INSTALL TREE PROTECTION FENCING INSTALL TREE PROTECTION FENCING INSTALL "SIDEWALK CLOSED" SIGNAGE ~C O N S T R U C T I O N A C C E S S / W O R K Z O N E ~ INSTALL CONSTRUCTION FENCING INSTALL COVERED WALKWAY ~C O N S T R U C T I O N A C C E S S / W O R K Z O N E ~ NOTES: 1. CONSTRUCTION ACCESS IS NOT ALLOWED/PERMITTED FAIRHOPE AVENUE. 2. WORKERS SHALL NOT BE PERMITTED TO PARK ON FAIRHOPE AVENUE. BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 400 5 10 20 10 SCALE SHEETD01 20251552 TLSDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call DE M O L I T I O N , T R E E P R O T E C T I O N & PE D E S T R I A N A C C E S S P L A N DEMOLITION NOTES DEMOLITION LEGEND REMOVAL - STRUCTURE ASPHALT SAWCUT REMOVE STRUCTURE, DISCONNECT UTILITY SERVICES PRIOR TO DEMOLITION1 DEMOLITION SYMBOLS INSTALL PEDESTRIAN PROTECTION MEASURES AND TREE PROTECTION PRIOR TO DEMOLITION. OBTAIN ALL PERMITS FROM STATE AND LOCAL AUTHORITIES PRIOR TO THE DEMOLITION AND REMOVAL OF ANY STRUCTURES, TREES, PAVING, OR INFRASTRUCTURE. ALL DEBRIS, STRUCTURES, INFRASTRUCTURE, PIPES, POLES, CABLE, PAVING, AND ANY OTHER MATERIAL SHALL BE DISPOSED OF OFF-SITE AT A PERMITTED FACILITY. CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICHCONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED FOR DRIVE ENTRANCES AND SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITHGOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN THE CONTRACTOR'S CONTRACT WITH THE OWNER. ON-SITE BURIAL/DISPOSAL OF CONSTRUCTION AND DEMOLITION (C&D) WASTE IS PROHIBITED. CONSTRUCTION AND DEMOLITION WASTE MEANS BUILDING MATERIALS FROM CONSTRUCTION AND DEMOLITION OPERATIONS WHICH INCLUDE, BUT ARE NOT LIMITED TO: ASBESTOS-CONTAINING WASTE, WOOD, BRICKS, METAL, CONCRETE, WALL BOARD, PAPER, AND 1. 2. 3. 4. 5. CARDBOARD. 6. SCALE: NTS TREE BARRICADE TREE BARRICADE SHALL BE IN PLACE AT THEOUTER EDGE OF THE DRIP LINE OF THE TREEPRIOR TO ANY LANDSCAPE DISTURBANCE. STEEL "T" POST TREE PROTECTION FENCE: CHAINLINK FENCE. STEEL "T" POSTS INSTALLED AT 8' O.C. PROVIDE AN 8.5" X 11" LAMINATED SIGN STATING "KEEP OUT TREE PROTECTION ZONE" SPACED EVERY 50 FEET ALONG THE FENCE KEEP OUT TREEPROTECTIONAREA 4' TREE PROTECTION FENCING SHALL BE INSTALLED 20' FROM TRUNKS OF TREES LARGER THAN20" DBH AND 10' FROM TRUNKS OF TREES UNDER 20" DBH. NOTE: Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I I \ \ I I I \ \ \ I e I I J -- 0 0 L \ I I '-..,_ : : -- XXXXXXXXXX X X X X X X X X XXXXXXX 9" 10" 10" 8" 8" AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS LOADING ZONE NO PARKING 4' 10 ' 4' 10 ' 10 ' 4' 10 ' 4' 10 ' 4' 10 ' 4' 10'10'10'10'10' 4'4'4' 8' 8' 8' EXISTING BRICK PAVERS TO REMAIN CONCRETE PAVING. SEE DETAIL ELECTRICAL TRANSFORMER AREA. 10'W x 8'L INSTALL PIPE BOLLARDS. SEE DETAIL CONCRETE SIDEWALK TO BE REPLACED AFTER CONSTRUCTION. SIDEWALK TO BE INSTALLED UP TO BUILDING OVERHANG OVERHANG OVERHANG OVERHANG OVERHANG OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G OV E R H A N G INSTALL STRIPED LOADING ZONE WITH " LOADING ZONE NO PARKING" LEGEND. PAINTED STRIPING SHALL BE 5" AT 45° SPACED AT 4' OC. APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION APPROXIMATE CANOPY LIMITS OF EX. TREES. CONTRACTOR TO VERIFY EXACT LIMITS PRIOR TO CONSTRUCTION INSTALL PIPE BOLLARDS TO PROTECT GAS METER. SEE DETAIL TIE TO EXISTING CONCRETE RAMP W/ NEW CONCRETE PAVING BUILDING UNDER ROOF 7,912 SF DUMPSTER STORAGE AREA INSTALL 1 PARKING SPACE LOCATED INSIDE OF THE BUILDING 55' 12 ' SHEETC01 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call SI T E P L A N PROPOSEDEXISTING SITE PLAN LEGEND CURB & GUTTER MEDIUM DUTY ASPHALT PAVING ACCESSIBLE PARKING SPACE CONCRETE PAVING HEADER CURB RIBBON CURB PARKING DATA TOTAL REQUIRED (1 SPACE/DWELLING UNIT) = PARKING REQUIREMENT SPACES 1 BUILDING (UNDER ROOF) SITE ANALYSIS 7,912 SF SITE ACREAGE (PROPOSED) ±0.20 AC (8,758.64 SF) BUILDING SETBACKS: FRONT YARD: SIDE YARD: REAR YARD: MAXIMUM BUILDING HEIGHT: 0 FT 0 FT 0 FT 40' BUILDING HEIGHT 40 FT* PROVIDED PARKING 1 SPACES REQUIRED PARKING 1 SPACE MAX. GROUND COVERAGE RATIO:N/A JURISDICTION C.O. FAIRHOPE PERVIOUS AREA 0 AC (0%) IMPERVIOUS AREA 0.20 AC (100%) REQUIRED: PROPERTY AREA LAND USAGE --0.20 ACRES BUILDING AREA (UNDER ROOF)91%0.182 ACRES IMPERVIOUS PAVING 0.018 ACRES PERVIOUS PAVING 0.00 ACRES DESCRIPTION % OF PROPERTY AREAAREA 9% 0% GRASSED/LANDSCAPED AREA 0.00 ACRES 0% ZONING B-2 (CBD) TOTAL PROVIDED =1 PROPOSED BUILDING COVERAGE: 7,912 SF (90.3%) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 400 5 10 20 10 SCALE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN THE BASE BID. TO ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIREDFOR SITE WORK. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES CONDITIONS SHALL BE VERIFIED TO BE TRUE AND ACCURATE PRIOR TO BEGINNING WORK. THE SURVEY OF EXISTING CONDITIONS IS SHOWN WITHIN THESE PLANS. ALL EXISTING THIS SITE IS ZONED B-2 (CBD). NOTIFY CITY OF FAIRHOPE INSPECTIONS 24 HOURS BEFORE THE BEGINNING OF EVERYPHASE OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED GOVERNMENTAL A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON SITEWHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS. CONSTRUCTION EQUIPMENT SHALL NOT BE PARKED IN REQUIRED R.O.W. AND MUST BE STORED WITHIN THE SITE. DURING CONSTRUCTION, ACCESS ROADWAYS CONSTRUCTED OF AN ALL WEATHER SURFACE CAPABLE OF SUPPORTING 75,000 POUNDS GROSS WEIGHT SHALL BE PROVIDED. THE WIDTH OF THE ACCESS ROADWAY, DURING CONSTRUCTION, SHALL BE 20 FT PER STANDARD FIREPREVENTION CODE, LATEST EDITION. ALL NON-HANDICAP PARKING SPACE LINES WILL BE WHITE. ALL TRAFFIC CONTROL SIGNS AND MARKINGS USED ON THE SITE WILL CONFORM WITH THEMANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), FHWA, LATEST EDITION. REFERENCE THE SIGN CODES CONTAINED IN THE MUTCD FOR ALL TRAFFIC CONTROL SIGNS. NOTE THE COLOR AND SIZE OF ALL PAVEMENT MARKINGS, REFERENCING DETAILS IN ALDOT'SROADWAY AND TRAFFIC DESIGN STANDARDS WHERE APPLICABLE. NO "PROTECTED TREES" WILL BE REMOVED, DESTRUCTIVELY DAMAGED, MUTILATED,RELOCATED, DISFIGURED, DESTROYED, CUT DOWN, OR EXCESSIVELY PRUNED DURING SITE PLAN NOTES AND CODES AS WELL AS O.S.H.A. AND ALDOT STANDARDS. ALL WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF FAIRHOPE REGULATIONS FIRE LANES AND SIGNAGE TO MEET REQUIREMENTS OF NFPA 1 CHAPTER 18. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH ALL OF THE EXISTING CONDITIONS AT THE SITE; INCLUDING UTILITIES, SURFACES, ETC. AND SHALL BE FULLY RESPONSIBLE FOR ANY DAMAGES THEY CAUSE TO NEW AND EXISTING CONSTRUCTION, PROPERTY AND ANYUNAUTHORIZED DISRUPTION TO UTILITIES ON SITE AND TO ADJACENT PROPERTIES. PRIOR TO CONSTRUCTION, EXISTING UTILITIES AT PROPOSED CONNECTIONS AND CROSSINGSSHALL BE FIELD EXCAVATED TO VERIFY LOCATIONS, ELEVATION AND SIZE. NOTIFY THE ENGINEER IMMEDIATELY WITH ANY DEVIATIONS OR CONFLICTS. TOTAL SITE ACREAGE =0.20 ACRES. INSPECTIONS. CONSTRUCTION ACTIVITIES. SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. CONTRACTOR SHALL REFER TO THE ARCH. PLANS FOR EXACT LOCATIONS AND DIMENSIONS18. OF EXIT PORCHES; PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. THE DIMENSIONS SHOWN ARE TO THE FACE OF BUILDING UNLESS OTHERWISE NOTED.19. REFER TO STRUCTURAL PLANS FOR THE COLUMN GRID LAYOUT AND INFORMATION REQUIRED20. TO LAYOUT THE BUILDING WITHIN THE FOUNDATIONS. NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN21. COMPLETED. GARBAGE TO BE PICKED UP BY PRIVATE DUMPSTER COMPANY. DUMPSTER IS KEPT IN STORAGE22. *ELEVATION TO TOP OF ROOFTOP BAR. (45 FT TO TOP OF ELEVATOR SHAFT.)(HEIGHT MEASURED FROM AVERAGE GRADE) PROPOSED GREENSPACE: 0.00 AC AREA INTERNAL OF THE BUILDING AND ROLLED OUT TO BE COLLECTED. OVERHANG DIMENSION TAKEN TO THE ROW LINE.23. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I I I I I I I I I I I I I I I I I I e J ~I 111 !11 I -I - I ---------1 I --- ' I I n I ' I I I I I I I \ =1 --------- ~ c::==::J c::==::J -I l - - - __J XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 EX EX EX EX EX EX EX EX EX EX EX EX FFE: 113.57FFE: 111.38 FFE: 111.38 FFE: 114.50 FFE: 114.00 FFE: 114.00 111.33 112.11 111.20 111.38 110.92 110.83 110.72 111.33 111.20 113.54 112.31 113.00 113.57 111.18 110.68 113.39 113.99 114.48 114.72 INSTALL STEP-UP INTO BUILDING. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS INSTALL STEP-UP INTO OVERHANG. REFERENCE ARCH. PLANS FOR EXACT SPECIFICATIONS FFE: 114.75 110.47 110.02EX EX SHEETC02 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call GR A D I N G & D R A I N A G E P L A N PROPOSEDEXISTING GRADING & DRAINAGE PLAN LEGEND STORM SEWER PIPING JUNCTION BOX (JB) CONTOURS SPOT ELEVATION XXX + XXX.XX XXX XXX.XX EXISTING GRADE EX TYPE "S" 2- WING INLET (DWCB) DROP INLET (DI) WEIR INLET (WI) TYPE "S" 1- WING INLET (SWCB) UNDERDRAIN ROOF DRAIN UD X" MITERED END SECTION (MES) Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE REFER TO THE GEOTECHNICAL REPORT FOR PREPARATION OF THE SUBGRADE.21. FIRM NO. 01003C0644M EFFECTIVE DATE APRIL 19, 2019, SHOWS THE PROPERTY TO BE SITUATED IN ZONE X. JUNCTION BOX = TOP; THE TOP MOST PART OF THE RIM AND COVER CASTING.CATCH BASIN = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DROP INLET = GRATE; THE TOP MOST PART OF THE FRAME AND GRATE. WEIR INLET = THROAT; ELEVATION OF THE POINT AT WHICH WATER PASSES INTO THE BOX. DEFINITION OF THE TYPE OF TOP IS AS LISTED:THE ELEVATION OF MANHOLE/INLET TOPS ARE TO BE AT THE FINISH ELEVATION SHOWN. THE THE CONTOUR INTERVAL IS ONE FOOT OR AS SHOWN. ALL DISTURBED AREAS NOT OTHERWISE COVERED BY BUILDINGS OR PAVEMENT SHALL RECEIVE FOUR INCHES OF TOPSOIL AND STABILIZED PER THE LANDSCAPE PLAN. THE TYPE OF PIPE MAY BE ALTERED IF APPROVED BY THE ENGINEER. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ALL CUT OR FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. SLOPES STORM PIPE SHALL BE AS FOLLOWS: BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE UTILITY TRENCHES SHALL BE DE-WATERED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER AND THE SPECIFICATIONS. APPROVED MEASURES SHALL BE TAKEN TO ENSURE THE PROPER INSTALLATION OF THE PIPING SYSTEM. THE CONTRACTOR SHALL HOLD THE OWNER GRADING & DRAINAGE NOTES STANDARDS UNLESS APPROVED OTHERWISE BY THE ENGINEER. ALL STRUCTURES SHALL BE PRECAST CONCRETE PER ASTM C-478/C-913 AND ALDOT STEEPER THAN 3:1 SHALL BE COVERED WITH CURLEX BLANKETS BY AMERICAN EXCELSIOR ALL CAST IN PLACE CONCRETE TO HAVE A MIN. 28 DAY COMPRESSION STRENGTH OF 3000 P.S.I. AND ENGINEER HARMLESS FOR ADDITIONAL COSTS FOR DE-WATERING AND BACKFILL LABOR & ALL STRUCTURAL FILL AREAS TO BE CONSTRUCTED UNDER THE DIRECTION OF A SOILS ENGINEER. REFER TO THE GEOTECHNICAL REPORT FOR COMPACTION REQUIREMENTS GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL BE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN. ABRUPT CHANGES IN SLOPE SHALL BEWELL ROUNDED. ELEVATIONS REPRESENT FINAL GRADE. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NOGRADING SHALL BE DONE UNTIL THE TREE PROTECTION, SAVE AREAS, AND SILT BARRIER INSTALLATION ARE CONSTRUCTED. THE LAND DISTURBANCE PERMIT MUST BE DISPLAYED ON SITE AT ALL TIMES DURING CONSTRUCTION AND IN PLAIN VIEW FROM A PUBLIC ROAD OR STREET. ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. RCP, CLASS III PER ALDOT SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT COMPANY OR EQUAL. AND HIGHWAYS, LATEST EDITION. MATERIALS. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. MAXIMUM CUT OR FILL SLOPE IS 3H:1V CONTRACTOR TO CLEAN OUT ACCUMULATED SILT IN THE STORM SYSTEM AT THE ENDOF CONSTRUCTION WHEN DISTURBED AREAS HAVE BEEN STABILIZED. 19. 20. HDPE, ADS N12 PIPE PER SPECIFICATIONS. 22. ALL ELEVATIONS ARE REFERENCED TO NAVD 88 DATUM. 23. PVC, SCH. 40 PIPE PER SPECIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVEDTO THE RIGHT OF WAY. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I-­ I I ! I I \I " \ \ I I I _J \ \ \ I I \ \ \ e - / - , I I I l I I ~ tl\ n \ II -✓-~/ -✓-----.----I b II V I I I I / I / -✓-I V I I I I I - / I I / I I I I I / / / I I I I I .9 /' I ·, "2 ~ ~ • I r==r ~I --,. -✓ • -----...,....--_, ., • I r ~ l ·: J' • • I • • • • .• r ;.s I ; q I /1!( /¢= i •-'. \• _{ . • T -·_J . . ;-. :Ir-I / / [I I ~ : \. ~ J •1 • .;. • ·, •. I O\.i ~ -!LJ ~ -- 11 ,~~,~~--· / ~--u -------i -- ;: ~.DLI ['I " " p :I t•~ I ~ I I 11 ~ 1 i ~ Ir--I • l.!:::::::==;:;I I -0 I + ~ f------ ·•I u L f .._, D --✓-1. ~ I . • L_. ·, I 1 I I I ,.- 1 1-t--7,' • )._-I ,,.. . r / r ■ ,- _ _j 1~~ n § ~~ Ii~ L -✓- -✓- ----c::J­ c=i ~ (f_j] XXXXXXXXXX X X X X X X X X XXXXXXX INV:RIM:113.51' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P JUNCTION BOX RIM: 112.52' N INV: 107.82' E INV: 107.92' W INV: 108.12' (INV COMPUTED FROM AS-BUILT) 6" CURB INLET 112.15' 10.15' 15"X36" CURB INLET RIM: 113.19' E INV: 109.29' W INV: 109.29' S INV: 109.29' 15"X36" CURB INLET RIM: 113.59' 12" RCP AS P H A L T W A T E R B A R CONC PA WIT GRE TR HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY ST A I R S STAIRS CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 XXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X SB SB CEP SB SHEETC03 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call ER O S I O N & S E D I M E N T CO N T R O L P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE 1. 2. 3. 4. EROSION CONTROL NOTES AND WATER CONSERVATION COMMITTEE OFFICER, AND THE FEDERAL E.P.A. GUIDELINES FORTHE NPDES PROGRAM. ALL EROSION CONTROL MEASURES SHALL BE PER THE DIRECTION OF THE ENGINEER, SOIL5. ABSOLUTELY NO SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE DURING CONSTRUCTION.6.IF HEAVY RAINS OR UNUSUAL SITE CONDITIONS RESULT IN THE POLLUTION OF ROADWAYS OR ALL DISTURBED AREAS SHALL BE TEMPORARILY AND PERMANENTLY SEEDED WITH "SOUTH" ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE GOVERNING OFFICIALS.IT IS THE RESPONSIBILITY OF THE GRADING CONTRACTOR TO BE INTIMATE WITH THE LOCAL EROSION CONTROL LAWS AND TO REFLECT THIS KNOWLEDGE IN HIS/HER ACTIONS AND 7. 8. FOR EROSION CONTROL, SEDIMENT CONTROL AND STORMWATER MANAGEMENT ON ALL VEGETATION SHALL BE PLANTED AND MAINTAINED PER THE ALABAMA HANDBOOK IMMEDIATELY AND RESTORE THE AREAS TO THE ORIGINAL CONDITION WITHIN 24 HOURS. ADJACENT PARCELS THEN THE GRADING CONTRACTOR SHALL CLEAN THE DISTURBED AREAS TYPE SEEDINGS PER THE ALABAMA HANDBOOK. THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH LAND DISTURBING ACTIVITIES. 11. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND ANY DEFICIENCIES NOTED WILL BE CORRECTED BY THE END OF EACH DAY. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY AFTER ON-SITE INSPECTION THE EXISTING SITE IS DEVELOPED. ALL SILT BARRIERS SHALL BE PLACED AS ACCESS IS OBTAINED DURING CLEARING. NO GRADING SHALL BE DONE UNTIL THE SEDIMENT BARRIERS HAVE BEEN CONSTRUCTED. CONTRACTOR SHALL REMOVE EROSION CONTROL DEVICES AFTER PERMANENT GRASSING IS IN PLACE AND ESTABLISHED. THE CONSTRUCTION EXIT PAD SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH STONE, AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEAN OUT OF ANYSTRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR DISTURBED AREAS LEFT IDLE FOR TEN DAYS OR LONGER ARE TO BE SEEDED AND MULCHED. SEDIMENT / EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT.EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED 1/3 OF THE CAPACITY OF THE DEVICE. CONTACT DAVID WEBB, QCI 251-990-6566. AREA TO BE DISTURBED = 0.20 ACRES MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE CONSTRUCTION SITES AND URBAN AREAS (ALABAMA HANDBOOK). QUOTATIONS. REFERENCE THE CONSTRUCTION SEQUENCE FOR THE RELATIONSHIP BETWEEN THE INSTALLATION OF EROSION CONTROL FEATURES AND GENERAL CONSTRUCTION. 9. 10. BY THE GOVERNING OFFICIAL OR ENGINEER OF RECORD. 12. 13. TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY. 14. 15. 16. RESPONSIBILITY OF THE OWNER'S CONTRACTOR. 17. THE CONTRACTOR SHALL PREVENT THE LOSS OF SEDIMENT DUE TO WIND VIA WATERING18.DRY SOILS. CAUTION SHOULD BE TAKEN TO ENSURE THAT THE SITE IS NOT OVER WATERED. 19. THE SITE IS TO BE CLEARED AND GRADED AS TO MINIMIZE THE AMOUNT OF SOIL EXPOSED 20. AT ONE TIME. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATIONOF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL ORTREAT THE SEDIMENT SOURCE. CONTRACTOR IS RESPONSIBLE FOR MONITORING DOWNSTREAM CONDITIONS THROUGHOUTTHE CONSTRUCTION PERIOD AND CLEARING ANY DEBRIS AND SEDIMENT CAUSED BY21. CONSTRUCTION. BMP'S SHALL BE INSTALLED AS PER THE ALABAMA HANDBOOK STANDARDS.22. BMP'S SHALL BE INSTALLED WITH MINIMAL CLEARING ACTIVITY.23. 24. 1. 2. 3. REMOVE VEGETATION ONLY IN AREAS OF THE PERIMETER SEDIMENT BARRIERS, AND CONSTRUCTION EXIT. INSTALL THE CONSTRUCTION EXIT PER DETAILS. INSTALL PERIMETER SEDIMENT BARRIERS PER DETAILS. CONSTRUCTION SEQUENCE - PHASE 1 4. 5. 4.ESTABLISH VEGETATION ON AREAS NOT IMPACTED BY PAVING OPERATIONS. CONSTRUCTION SEQUENCE - PHASE 2 PERFORM CLEARING & ROUGH GRADING ON THE LOT AND ESTABLISH COVER ON1. CONSTRUCT BUILDING AND INSTALL UTILITIES. AREAS WHEN BROUGHT TO GRADE. 2. INSTALL STONE BASE.3. ONCE INSPECTION IS COMPLETE AND APPROVED, CLEARING & SITE WORK CAN BEGIN (PHASE 2). REQUEST BMP INSPECTION PRIOR TO CLEARING. 1. 2.CALL FOR AN INSPECTION FROM THE QCP. ONCE THE QCP HAS CERTIFIED THAT ALL AREAS ARE STABILIZED REMOVE BMPS. STABILIZE ANY AREAS DISTURBED BY BMP REMOVAL. CONSTRUCTION SEQUENCE - PHASE 3 3. INSTALL PAVING. 4. USDA SOIL SURVEY CLASSIFICATIONS EuC - WADLEY LOAMY FINE SAND, 5 TO 8 PERCENT SLOPES - HSG A ALL CUT AND FILL SLOPES MUST BE SURFACE ROUGHENED AND VEGETATED WITHIN 7 DAYS 25. OF THEIR CONSTRUCTION. ALL FILL SLOPES HAVE SILT FENCE AT THE TOE OF SLOPES. 26. SEDIMENT STORAGE INDICATORS MUST BE INSTALLED IN SEDIMENT STORAGE STRUCTURES, 27. INDICATING THE 1/3 FULL VOLUME. ALL SLOPES STEEPER THAN 3H:1V MUST BE MATTED AND STAKED WITH AMERICAN EXCELSIOR JUTE MAT. LaB - LAKELAND LOAMY FINE SAND, 0 TO 5 PERCENT SLOPES - HSG AMaA - MALBIS FINE SANDY LOAM, 0 TO 2 PERCENT SLOPES - HSG C SEDIMENT EXIT PAD BARRIER CEP SB LEGEND: CONSTRUCTION TEMPORARY PERMANENT MULCHING SEEDING SEEDING MU TS PS Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 I I I I I I 1--I "-I I I I I \1 I I - II'--~ I I I I \I I \ \ I I I I \ I I \ \ \ \ \ e I I I I '; I = ■ tr-rrtn [7 I ' .. - --• 11r ~:--'--l=c======~6 '<a ~ G - '\ / / / -------- / ------ / / / / / / / ~-----~-~~r I j ~ l/ -l -~.---~~~~~~ ~:a.-------------1 --\ I I ~, -I \I I - / / / / \ \ -1'/ -I !'-- 11"- I I '-.._ ----------'--'--'-- \ \ '--\ \ ' --I 0 0 0 0 0 L ,_,... •:\ ( / -----/ / e: "--'--I ' I ' '--'--" \ XXXXXXXXXX X X X X X X X X XXXXXXX INV: 106.84'RIM: 113.74' INV: 105.04'RIM: 113.54' RI M : 1 1 2 . 2 5 ' INV: 101.27'RIM: 109.57' 9" 10" 10" 8" 8" 36 " X 2 3 " R C P 36"X23" RCP15" RCP 36 " R C P 36 " R C P 12" RCP G G G G AS P H A L T W A T E R B A R G G G G G G G G G G G G G G G G G G G CONC PA WIT GRE TR G G G G G G G SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM SS SS HCS ST A I R S BANE & BARREL STAGE BANE & BARREL DECK CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CO N C R E T E SI D E W A L K CONCRETE SIDEWALK METAL SEAHORSE ARCHWAY METAL SEAHORSE ARCHWAY SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS FO L FOL FOL FOL FOL FOL FO L FO L FO L ST A I R S STAIRS FO L FOL FOL FOL FOL FOL FO L FO L FO L FOL FOL FOL FOL FOL CONCRETE STAIRS 1' RIBBON CURB 8" R I B B O N C U R B 8" R I B B O N C U R B W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W PA R A L L E L PA R K I N G PA R A L L E L PA R K I N G W W W W W W W W W W W W W W FAIRHOPE AVENUE 80' PUBLIC RIGHT-OF-WAY NO R T H C H U R C H S T R E E T 6 6 ' P U B L I C R I G H T - O F - W A Y 20' PUBLIC ALLEY PE D E S T R I A N W A L K PE D E S T R I A N W A L K ST O P B A R ST O P B A R STOP BAR PEDESTRIAN WALK BRICK PAVERS BRICK PAVERS BRICK PAVERS BRI BR I C K P A V E R S ANGLE PARKING 32" BUILDING OVERHANG BRICK PAVERS 109 110 111 112 11 3 114 115 116 111 112 113 11 4 W W W W W W W SS G RELOCATE WATER METERS OUTSIDE OF OVERHANG. METERS TO BE PLACED IN A SINGLE TRAFFIC RATED CONCRETE METER VAULT. RELOCATE GAS METER. CONTRACTOR TO COORDINATE LOCATION W/ ARCH. AND UTILITY PROVIDER ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK TIE TO EXISTING 8" SEWER SERVICE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT CONNECTION. INSTALL 6" FIRE LINE APPROXIMATE TIE IN LOCATION FOR FIRE LINE. CONTRACTOR TO REFERENCE ARCH. PLANS FOR EXACT LOCATION. INSTALL 6"-90° BEND W/ MEGALUGS INSTALL 6" TAPPING SLEEVE ON EX. 6" WATER LINE INSTALL ELECTRICAL TRANSFORMER ON 10'W X 8'L PADC.O. INSTALL TRAFFIC RATED CLEAN OUT APPROXIMATE LOCATION OF RISER. REFERENCE MEP PLAN FOR EXACT LOCATION. 6" BACKFLOW PREVENTER TO BE LOCATED ON THE RISER. INSTALL 1500 GAL GREASE TAP, W/ TRAFFIC RATED LID. CONTRACTOR TO REFERENCE MEP PLANS FOR EXACT TYPE & SPECIFICATIONS. INSTALL DEDICATED GREASE WASTE LINE INSTALL DEDICATED NON-GREASE SANITARY SEWER WASTE LINE INSTALL FDC FIBER BOX TO BE RESET & MADE FLUSH W/ NEW CONCRETE SIDEWALK ELECTRICAL BOX TO BE MADE FLUSH W/ NEW CONCRETE SIDEWALK SHEETC04 20251552 JJMDRAWN DATE SCALE JOB No.11/20/25 1"=10' SE A L AF F I X RE V I S I O N DA T E R Know what's below. before you dig.Call UT I L I T Y P L A N Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 40051020 10 SCALE THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OFEXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUSUTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE ALL O.S.H.A. CONSTRUCTION REQUIREMENTS SHALL BE STRICTLY ADHERED TO. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER TRAFFIC CONTROL FOR PUBLIC SAFETY ADJACENT TO THE CONSTRUCTION SITE. LIGHTS AND OTHER TRAFFIC CONTROL DEVICES IN CONFORMITY WITH THE FEDERAL THE CONTRACTOR SHALL FURNISH, ERECT AND MAINTAIN BARRICADES, WARNING SIGNS, HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT AND HIGHWAYS, LATEST EDITION. 8. 9. 10. 11. THE GAS SERVICE SHALL BE INSTALLED TO THE METER BY THE LOCAL GAS UTILITY. REFERTO THE MECHANICAL/PLUMBING PLANS FOR THE METER LOCATION.12. THE CONTRACTOR WILL PROVIDE AND INSTALL ALL SECONDARY WIRING AND CONDUIT FROMTHE PAD MOUNTED TRANSFORMER TO THE LOCATION OF THE METERS.13. UTILITY NOTES COMPLIANCE OF ALL SYSTEMS WITH THESE CODES. INTIMATE WITH THE LOCAL CODES AND REQUIREMENTS AND SHALL BE RESPONSIBLE FOR THE ALL NEW UTILITY SERVICES SHALL BE INSTALLED PER THE SPECIFICATIONS, DETAILS, AND VALVES, FITTINGS AND DEVICES SHALL BE IN ACCORDANCE WITH FPU SPECIFICATIONS. OF FAIRHOPE PUBLIC UTILITIES (FPU) PRIOR TO COMPLETION OF THE PROJECT. ALL PIPING, AND CERTIFIED TO BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONSTHE PROPOSED WATER SERVICE SHALL BE INSTALLED BY A LICENSED CONTRACTOR THE SANITARY SEWER LINE SHALL BE TESTED FOR INFILTRATION/EXFILTRATION IN REQUIREMENTS OF FPU AND OTHER UTILITY PROVIDERS. THE CONTRACTOR SHALL BE ACCORDANCE WITH FPU STANDARDS & SPECIFICATIONS. ALL PVC PIPE SHALL BE MARKED USING DETECTABLE UNDERGROUND UTILITY MARKER TAPE TAPE SHALL BE A MINIMUM OF 5 MILS THICK AND 3 INCHES IN WIDTH. MINIMUM TENSILESTRENGTH SHALL BE 35 POUNDS AND TAPE SHALL ELONGATE NOT LESS THAN 80 PERCENT ALL PVC PIPE INSTALLATIONS REQUIRE THAT METALIZED MARKER TAPE BE BURIED IN THE BACKFILL APPROXIMATELY 12 INCHES ABOVE THE PIPE. THE TAPE SHALL BE ATTACHED TOFITTINGS, VALVES, HYDRANTS, ETC. TO PROVIDE A LOCATION ABOVE GROUND TO TRANSMIT 1. 2. 3. 4. 5. BEFORE BREAKING. TAPE SHALL BE PERMANENTLY IMPRINTED WITH AN APPROPRIATE LEGEND TO IDENTIFY THE CONTENTS OF THE PIPE. THE SIGNAL TO THE TAPE WITHOUT HAVING TO DIG DOWN TO THE PIPE. PRIOR TO BACKFILLING AND TESTING. THRUST BLOCKING AND PIPE RESTRAINTS SHALL BE INSTALLED AND SIZED IN ACCORDANCE WITH NFPA-24. THESE RESTRAINTS SHALL BE APPROVED BY THE ENGINEER AND FPU WATER MAINS WILL BE DUCTILE IRON PIPE: DUCTILE IRON PIPE FOR WATER LINES SHALL MEET 6. 7. THE PROPOSED WATER MAIN SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THE NEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND 14. TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 150PSI FOR MINIMUMOF 6 HOURS. WITNESSED BY E.O.R, OR REPRESENTATIVE, AND FPU INSPECTOR. 15. VALVE WATER METER EXISTING SS G FIRE HYDRANT ASSEMBLY WATER SANITARY SEWER THRUST BLOCK GAS PROPOSED G OHP OVERHEAD POWER OHP WW SS WW UTILITY PLAN LEGEND CLEANOUT C.O. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 MAINTENANCE ACCESS SHALL BE PROVIDED FOR ALL GREASE INTERCEPTORS, AND THE FACILTY 16. OWNER SHALL BE RESPONSIBLE FOR REGULAR CLEANING AND DOCUMENTATION OF SERVICE. ALL PLUMBING FIXTURES THAT DISCHARGE WASTEWATER CONTAINING FATS, OILS, AND GREASE 17. (FOG) - INCLUDING BUT NOT LIMITED TO KITCHEN SINKS, DISHWASHERS, FLOOR DRAINS IN FOOD PREP AREAS, AND MOP SINKS SHALL BE ROUTED THROUGH A DEDICATED GREASE WASTE LINE. THIS LINE SHALL CONNECT TO A PROPERLY SIZED AND APPROVED GREASE INTERCEPTOR PRIOR TO DISCHARGING INTO THE SANITARY SEWER SYSTEM. NO FOG PRODUCING FIXTURE SHALL BE CONNECTED DIRECTLY TO THE BUILDING'S BLACK WATER (SANITARY SEWER) DRAINAGE SYSTEM. TOILETS, URINALS, AND OTHER SANITARY FIXTURES SHALL DISCHARGE SEPARATELY INTO THE SANITARY SEWER SYSTEM WITHOUT PASSING THROUGH THEGREASE INTERCEPTOR. REQUIREMENTS OF AWWA SPECIFICATION C151 W/ MECHANICAL JOINT OR PUSH-ON JOINT UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE PLANS. WORKING PRESSURE SHALL BE A MINIMUM OF 250 PSI. IF IT IS NECESSARY TO CUT DUCTILE IRON PIPE, IN NO CASE SHALL IT BE CUT BY BURNING,BUT SHALL BE CUT BY SAW, CUTTER, ABRASIVE WHEEL, OR OTHER APPROVED MEANS. 18. THE PROPOSED FIRE LINE SHALL BE PRESSURE TESTED, CLEANED, AND DISINFECTED WITH THENEW PIPING SYSTEM TO THE MAIN SYSTEM. WATER MAINS TO BE INSTALLED AND TESTED PER AWWA STANDARDS. LEAKAGE TEST PERFORMED AT 200 PSI FOR MINIMUM 2 HOURS. ' r· • I ~ ,,.-L~ ~ \.,,___ __ -1== •~I I E= , I □ ,, ~ . .L 1/ / ~ . - □ .f • ■ I' f-----._ \ \ ---I I i " ---\ -------- \ 1- .==:;:::1 1 -0 '-._ '-._ '-._ \ '-._ I I I I 1- 1 I - ~ (f_j] -- ( --- - --- - ---- --- - A M M ---- I><] M □ □ 6-• I I T I 7 SHEETC05 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 11/20/25 N.T.S. NOTE: CONSTRUCTION JOINTS ARE REQUIRED BETWEEN ALL POURS SEPARATED BY MORE THAN 30 MINUTES TIME. PLACE LONGITUDINAL CONSTRUCTION JOINT AT CENTERLINE OF ROADWAYS WHEN PAVEMENT IS WIDER THAN 12'. TWELVE FEET (12') SPACING BETWEEN CONTRACTION JOINTS OR AS SHOWN ON PLANS. FILL JOINTS TO WITHIN 1/8" OF SURFACE WITH A SELF-LEVELING JOINT SEALANT. 1. 2. 3. 4. t t/4 1/4" BROOM FINISH (TYP.) 1. 2 5 t 5' THICKEN EDGE WHERE-EVER EDGE IS SUBJECT 3/8" PREMOLDED EXPANSIONJOINT FILLER ADJACENT TO ALL STRUCTURES OROTHER CONCRETE. t SAWN CONTRACTION JOINT ISOLATION JOINT TO WHEEL LOADS. JOINTING AT STRUCTURES STRUCTURE OR CASTING 5.WHEN A JOINT FALLS WITHIN 5' OF A MANHOLE, LIGHT POLE BASE, OR OTHER STRUCTURE, SHORTEN ONE OR MORE PANELS ON EITHER SIDE OF STRUCTURE TO ALLOW CONTROL JOINTS TO FALL AT STRUCTURE. LONGITUDINALJOINT TRANSVERSE JOINT ISOLATION JOINT SEENOTE 5. AND SEAL DOWELED JOINT 1/4"1" t SAWCUT TIED LONGITUDINAL JOINT TIE BAR#5 X 36"@ 24" O.C. t/ 2 t/ 2 ONE SIDE @ 12" O.C.14" LENGTH, LIGHTLY GREASESMOOTH DOWEL, 3/4" DIA., SCALE: NTS CONCRETE PAVEMENT JOINTS DETAILS 6.CONCRETE PAVEMENTS SHALL BE CONSTRUCTED, JOINTED, REINFORCED, AND FINISHED TO MEET ACI 330 AND PORTLAND CEMENT ASSOCIATION (PCA) GUIDELINES. 1/4"1" AND SEALSAWCUT 1ST POUR2ND CONSTRUCTION JOINT SEALANTRESERVOIRAND SEAL POUR HALF ROUND KEY JOINT .2t AND SEALSAWCUT NOTE: SEE DETAIL FOR JOINTS 7" - 4,000 PSI CONCRETE (MIN. 550 PSI FLEXURAL STRENGTH) SCALE: NTS CONCRETE PAVEMENT DETAIL WELDED WIREMESH (TYP.)2" ABOVESUBGRADE 9" - SUBGRADE PREPARED PER GEOTECHNICAL REPORT(95% STANDARD DENSITY) PERMANENT SEEDING SCALE: NTSPS ZONE 3 - AREAS NOT SUBJECT TO FREQUENT MOWING DATE OF PLANTING LIME RATE:1 TON PER ACRE ON LIGHT-TEXTURED, SANDY SOILS (IF THE COVER WILL BE TALL FESCUE AND CLOVER USE 2 TONS/ACRE.)2 TONS PER ACRE ON HEAVY-TEXTURED, CLAYEY SOILS FERTILIZER RATE:GRASSES ALONE: 400 LB/ACRE OF 8-24-24WHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL GRASS-LEGUME MIXTURES: 800 TO 1200 LB/ACRE OF 5-10-10 OR THE EQUIVALENTLEGUMES ALONE: 800 TO 1200 LB/ACRE OF 0-10-10 OR THE EQUIVALENT REQUIRED POUNDS PER ACRE OF PURE LIVE SEED ANNUAL RYEGRASS HULLED BERMUDAGRASS UNHULLED BERMUDAGRASS TALL FESCUE WEEPING LOVEGRASS RESEEDING CRIMSON CLOVER PENSACOLA BAHIAGRASS REQUIRED PERMANENT PLANT JAN. 1TOFEB. 15 FEB. 16TOAUG. 31 SEPT. 1TONOV. 30 DEC. 1TODEC. 31 10 29 29 29 29 MIXED 12 18 50 24 10 12 12 35 29 29 10 29 29 29 29 ANNUAL LESPEDEZA (KOBE) 2 2 MULCHING SCALE: NTSMU MATERIAL RATE PER ACRE &NOTES STRAW WITH SEED 1 1/2 - 2 TONS SPREAD BY HAND OR MACHINE; ANCHOR WHEN (70 LBS-90 LBS)SUBJECT TO BLOWING STRAW ALONE (NO SEED)2 1/2 - 3 TONS (115 LBS-160 LBS) WOOD CHIPS 5-6 TONS (225 LBS-270 LBS)TREAT WITH 12 LBS NITROGEN/TON BARK 35 CUBIC YARDS (0.8 CUBIC YARDS)CAN APPLY WITH MULCH BLOWER PINE STRAW 1-2 TONS (45 LBS-90 LBS) (PER 1000 SF) SPREAD BY HAND OR MACHINE; ANCHOR WHEN SUBJECT TO BLOWING SPREAD BY HAND OR MACHINE; WILL NOT BLOW LIKE STRAW PEANUT HULLS 10-20 TONS (450 LBS-900 LBS) WILL WASH OFF SLOPES. TREAT WITH 12 LBS NITROGEN/TON TEMPORARY SEEDING SCALE: NTSTS SPECIES SEEDING RATE/ACRE NORTH CENTRAL SOUTH SEEDING DATES MILLET, BROWNTOP OR GERMAN 40 LBS MAY 1-AUG 1 APR 1-AUG 15 APR 1-AUG 15 RYE 3 BU SEPT 1-NOV 15 SEPT 15-NOV 15 SEPT 15-NOV 15 RYEGRASS 30 LBS AUG 1-SEPT 15 SEPT 1-OCT 15 SEPT 1-OCT15 SORGHUM-SUDAN HYBRIDS 40 LBS MAY 1-AUG 1 APR 15-AUG 1 APR 1-AUG 15 SUDANGRASS 40 LBS MAY 1-AUG 1 APR 1-AUG 1 APR 1-AUG 15 WHEAT 3 BU SEPT 1-NOV 1 SEPT 15-NOV 15 SEPT 15-NOV15 COMMON BERMUDAGRASS 10 LBS APR 1-JULY 1 MAR 15-JULY 15 MAR 1-JULY 15 CRIMSON CLOVER 10 LBS SEPT 1-NOV 1 SEPT 1-NOV 1 SEPT 1-NOV 1 LIME RATE:1 TON PER ACRE ON COARSE TEXTURED SOILS3 TONS PER ACRE ON FINE TEXTURED SOILS FERTILIZER RATE:APPLY 8-24-24 FERTILIZER PER MANUFACTURER'S RECOMMENDATIONSWHEN VEGETATION HAS EMERGED TO A STAND AND IS GROWING, FERTILIZE WITH 30 TO 40 LBS/ACRE OF 28-0-0 MULCH RATE:PER MULCHING DETAIL SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE 4" SANITARY ELL SANITARY SEWER CLEANOUT SCALE: NTS TOP & BRONZE PLUG ZURN Z-1400-HD, WADE W-6000-2, CLEANOUT TO BE 4" DURA-COATED HEAVY DUTY WITH ROUND NOTE: SEWER PIPE 12" X12"X6"TH. CONC. COLLAR 1/2"FINISH GRADE WATTS CO-Z00-RX4, OR APPROVED EQUAL. FINISH GRADE(LANDSCAPING)(PAVEMENT) 4" SANITARY TWO-WAY CLEANOUT FITTING ONE-WAY TWO-WAY Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 B. BOXES AND COVERS TO BE TRAFFIC RATED. 5. METERS TO BE PLACED INSIDE A SINGLE TRAFFIC RATED CONCRETE VAULT. THE VAULT IS SHALL BE CONSOLIDATED PIPE OR APPROVED EQUAL BY FPU. / T~ , ·:· ••.. ·•·•~ •• ; ] 1.:~ _.. . ~ ~ .... ~ '- ---~-·-.<f ·~ I I I I ot------- ~: .•,4•• •• •• : -·~+--- __ ;tX~:i ··\: -~-\-e. ... I I ~ it----------'------,-~ CT-------it 30" MIN. COVER SERVICE SADDLE: ROMAG 202 NS NYLON COATED DUCTILE IRON SERVICE SADDLE W/ STAINLESS STEEL DOUBLE STRAP WITH NEOPRENE GASKET OR EOUAl (IF REQUIRED) CITY OF FAIRHOPE l 1, ---CORPORATION STOP · FORD BALLCORP FB1000 {SEE NOTE NO. 2) ---WATER MAIN CITY OF FAI RHOPE PUBLIC UTILITIES 5 5 5 SOUTH SECTION STREIT FA IRHOPE , ALABA MA 36532 2 51 .9 2 8.8 003 ELEVATION V IEW N.T.S 0--- 0--- WATER METER MATERIAL SCHEDU LE 1. CURB STOPS SHALL BE DESIGNED FOR MINIMUM PRESSURE OF 175 PSI ANO SUITABLE FOR SERVICE PIPING AND SHALL BE FORD B43-332 RGW-NL OR EQUIVALENT. CURB STOP SHALL HAVE PADLOCK WING AND "365" DEGREE VALVE OPERATION WITH NO STOPS. 2 CORPORATION STOPS WHERE REQUIRED OR DIRECTED, SHALL HAVE STANDARD CC CORPORATION STOP THREAD ON 1NLET AS SPECIFIED BY AWWA C800, ANO COPPER TUBING SIZE 0 .0 . OUTLET SUITABLE FOR SERVICE PIPING. CORPORATION STOPS SHALL BE FORD BALLCORP FB-1000 SERIES WITH GRIP NUT OR APPROVED EQU IVALENT. CORPORATION STOPS SHALL BE TAPPED INTO WATER MAINS ONLY BY MEANS OF A SERVICE SADDLE 3. WATER METERS WILL MEET OR EXCEED THE REQUIREMENTS OF AWINA SPECIFICATION C700, LATEST REVISION , ANO AN AFFIDAVIT OF COMPLIANCE AND CERTIFICATE OF TESTING FOR ACCURACY WILL BE FURNISHED. METERS MAY BE EITHER NUTATING DISC. POSITIVE DISPLACEMENT, OR OSCILLATING PISTON . FROST PROTECTION WILL NOT BE REQUIRED REG ISTERS SHALL BE HERMETICALLY SEALED, MAGNETIC DRIVE, WITH STRAIGHT READING IN U.S. GALLONS. SERIAL NUMBER WILL BE IMPRINTED ON THE CASE AS WELL AS ON THE REGISTER BOX LIO MATERIALS USED FOR METERS SHALL BE AS SPECIFIED IN AWWA SPECIFICATION C700 . 4. METER BOX AND COVER A BOXES WILL BE PLASTIC WITH IRON READER LIDS OR CONCRETE WITH CAST IRON LIDS. BOXES WILL BE SUFFICIENT SIZE TO HOUSE THE METER AND CURB STOP WATER DETAILS 12 -0 7-2 0 TYPICAL ¾" WATER SERV IC E METER DETAIL W-1 SHEETC06 DRAWN DATE SCALE JOB No. SE A L AF F I X RE V I S I O N DA T E CO N S T R U C T I O N D E T A I L S R Know what's below. before you dig.Call Ci v i l En g i n e e r i n g & S u r v e y i n g 99 6 9 W i n d m i l l R o a d Fa i r h o p e , A L 3 6 5 3 2 25 1 - 9 9 0 - 6 5 6 6 20251552 JJM 11/20/25 N.T.S. Fa i r h o p e B o a r d i n g H o u s e 30 1 F a i r h o p e A v e n u e Fa i r h o p e , A l a b a m a 3 6 5 3 2 CONCRETE 3000 PSI AS FORM USE GROUND GRADE PRIME AND PAINT WITH TWO 6" SCH. 40 STEEL PIPE AND ROUND OFF TOP FILL WITH 3000 PSI CONCRETE AFTER PIPE IS IN PLACE SCALE: NTS PIPE BOLLARD DETAIL COATS OF SAFETY YELLOW 2' DIA. 3' - 6 " 6" 4' UNDISTURBED GROUND LENGTH - 5' MIN. SPACED 10' MAX O.C. 44" TYPE "A" GEOTEXTILE FABRICCONFORMING TO ASSHTO M288 DISTURBED NOTE: OVERLAP JOINTS IN FABRICAT POST TO PREVENT LEAKAGEOF SILT AT SEAM. COMPACTED BACKFILL FLOW SCALE: NTS SILT BARRIER TYPE "A" STEEL "T" POST 1.3LB/FT MIN. TRENCH FRONT VIEW SIDE VIEW SB SILT FENCE ROLL 1 ROLL JOINT FOR JOINING TWO SILT FENCE SECTIONS STEEL POST GROUND 10' MAX. OC 6" 32 " 36 " M I N . 24 " M I N . 32 " 6" 6"24 " M I N . W/ WIRE BACK SILT FENCE ROLL 2 POSTS (ONE POST APPLICABLE FOR TYPES A & B FENCE) ROLL THE ENDS OF EACH SECTION OF FENCE ONEOR MORE TIMES BEFORE INSTALLING THE POSTS FABRIC (WOVENWIRE FENCEBACKING) 15' MIN. ALABAMA HIGHWAY DEPARTMENT COARSE AGGREGATE GRADATION NO. 1 NON-WOVEN CLASS IV HARD SURFACE PUBLIC ROAD 6" MIN.20' MIN. SCALE: NTS CONSTRUCTION EXIT PADCEP REPAIR AS NEEDED GEOTEXTILE UNDERLINER 50 CU. FT. 21.1 CU. FT. 9.3 CU. FT. 16 CU. FT. 9.8 CU. FT. 4 CU. FT. VERT. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK #3 REBARS UNDISTURBED SOILCONC. THRUST BLOCKSEE SCHEDULE TYP. BEND VERT. THRUST D.I. CROSS UNDISTURBED SOIL THRUST BLOCKSEE SCHEDULE CROSS THRUST BLOCK DETAILTEE THRUST BLOCK DETAIL SEE SCHEDULE D.I. TEE THRUST BLOCK UNDISTURBED SOIL SIZE 2" DIA.PIPE LINE 4" DIA.PIPE LINE 6" DIA.PIPE LINE 8" DIA.PIPE LINE OR TEE 1.0 1.9 3.6 5.8 90°BEND 1.0 2.6 5.0 8.2 45°BEND 1.4 2.7 4.4 22-1/2°BEND 1.0 1.0 1.4 2.25 11-1/4°BEND 1.0 1.0 1.0 1.2 45° VERT.BEND 22-1/2° VERT.BEND GATEVALVE 0.5 CU. FT. 0.8 CU. FT. 1.0 CU. FT. 1.5 CU. FT. NOTE:THRUST BLOCK BEARING AREAS SHALL BE INCREASED INPOOR TRENCH CONDITIONS AS DIRECTED BY THE ENGINEER DESIGN CRITERIA:TEST PRESSURE - 150 PSISOIL BEARING PRESSURE - 1 TON PER SQ. FT. 1.0 THRUST BLOCK BEARING AREAS (SQ.FT.)VERTICAL ANCHORBLOCK VOLUMES HORIZ. THRUST TYP. BEND SEE SCHEDULECONC. THRUST BLOCK UNDISTURBED SOIL BLOCK DETAIL BLOCK DETAIL BLOCK DETAIL THRUST BLOCK DETAIL SCALE: NTS TYPICAL SIDEWALK DETAIL ALL SIDEWALKS SHALL BE 4" THICK CONTRACTION JOINTS SHALL BE SPACED AT 5'-0" FOR SIDEWALKS 5' WIDE AND FOR SIDEWALKS 5' TO 8' WIDE, SPACING OF CONTRACTION JOINTS SHALL BE EQUAL FOR SIDEWALKS OVER 8' WIDE, SPACE CONTRACTION JOINTS AS SHOWN ON DRAWINGS CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8" RADIUS. PROVIDE 1/2" EXPANSION MATERIAL WHERE SIDEWALK ABUTS CONCRETE A LAYER OF #15 FELT IS REQUIRED BETWEEN WALK AND ADJACENT 20' MAX. SPACING BETWEEN EXP. JOINTS CONTRACTION JOINTS LESS. TO WIDTH. STRUCTURE. PARALLELING CONCRETE CURB. 8. 7. 6. 5. 4. 3. SCALE: NTS NOTES: CU R B O R P A V E M E N T 1. 2. 1/4" EXP. JOINT BUILDING PAD 12" SEE NOTE #6 3'-0" 4" 1/4" EXP. JOINT 1/2" EXP. JOINT 9. WWF SHALL BE UTILIZED TO REINFORCE THE SIDEWALKS. CONCRETE. FOR SIDEWALKS 10' OR GREATER OR WHEN SIDEWALKS ABUT PARKING WHERE THERE IS NOT A CURB, THICKEN WALK TO 12" IN 3'. 8" VARIES 4" 4" TROWELED EDGE FINISH LIGHT BROOM FINISH SIDEWALK FINISH 6"PAVEMENT COMPACTED BASE SUBGRADE THICKENED EDGE SIDEWALK W/ THICKENED EDGE 0--- 0---- i----TI -7 ' IIPLUGGEDEND I I I I I l I I l I l l ~ I I I - - Ramp Up Dn Dn Up Equip. Wash Stairs Stair S101 Stair S102 Elevator 1 E 1 Elevator 2 E 2 South Entrance Lobby H100 Corridor H101 Elevator Lobby H102 Clos. H103 Elevator Lobby H104 Corridor H105 Service Corridor S105 Wash H106 Vestibule H106 JC H107 Restroom H108 Restroom H109 Office H110 Corridor H111 Storage H112 Lobby H113 Registration H114 Gift Shop H115 Corridor S103 Storage S104 5' - 6 " 13 ' - 2 " 20 ' - 1 0 " 15'-9" Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 0 2 4 8 16Ft First Floor Plan 1/4"=1'-0" 1 A1.1 D D D D ----------------~---------------•----------------------------------------- ----l----- 1 D ■ D -------1:::::::===::::::======+========:::;.i D D ■ - 8 i i i j_ ___ _ -- i i Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025  A1.2 2nd Floor Plan 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 0 2 4 8 16Ft Second Floor Plan 1/4"=1'-0" 2 A1.2 11'-11" 18'-2 7/8" 13'-3"11'-11 5/16" 18'-5" 18'-5" 18'-5" 5'-10" 8 Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g pr o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A1.3 3rd Floor Plan Option A 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS 0 2 4 8 16Ft Third Floor Plan 1/4"=1'-0" 1 A1.3 Dn Up Dn Up Dn Up Guest Bedroom Dn Stair Bedroom 301A Bath 301B Shower 301C Bedroom 302A Bath 302B Clos. 301D Bedroom 303AClos. 303D Bath 303B Bedroom 304A Clos. 304D Bath 304B Lounge 305A Clos. 305E Bath 305C Bedroom 305B Clos. 301D Shower 302C Shower 303C Shower 304C Shower 305D Bedroom 306A Clos. 306D Bath 306B Shower 306C Bedroom 307A Clos. 307D Shower 307C Bath 307B Closet 308 Bath 308B Clos. 308D Shower 308C Bedroom 308A Closet H305 Lounge 309A Corridor 309F Shower 309D Clos. 309E Bath 309C Bedroom 309C Bath 310BShower 310C Bedroom 311A Clos. 311D Bedroom 311A Clos. 311D Shower 311C Bath 311B Bath 312B Shower 312C Clos. 312D Bedroom 312A Bedroom 313A Clos. 313D Bath 313B Shower 313C Stair S301 Elevator E 1 Elevator E 2 Corridor H301 Corridor H303Corridor H304 Elevator Lobby H302 Stair S303 Stair S302 Stair S304 "Attic" Above Residence Up Up 12 ' - 1 1 " 12'-6" 11'-11" 12 ' - 1 1 " 13 ' - 5 " 18'-3" 13 ' - 3 " 18'-4" 18'-4" 13 ' - 3 " 13 ' - 3 " 18'-4" 18 ' - 1 " 12'-10" 13 ' - 2 " 13'-2"13'-3" 17 ' - 1 " 11'-11" 13 ' - 2 " 12'-6" 13 ' - 2 " 13 ' - 9 " 18'-5" 18'-5" 13 ' - 3 " 13 ' - 3 " 13 ' - 2 " 18'-3" 7'-0" 6'-0" 5' - 6 " 6'-2" 5' - 6 " 5'-10" Note: Walls of Guest Rooms Shall Be Designed And Constructed To Provide STC 60 Or Greater. See Wall Types 8 Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e Ne w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N OT b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . T h i s d r a w in g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A1.4 Rooftop Terrace Plan 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS Rooftop Terrace Plan 1/4"=1'-0" 1 A1.4 0 2 4 8 16Ft Mechanical Zone Dn Dn Rooftop Terrace 6' - 4 " 14 ' - 4 " 11'-0" 10 ' - 0 " UP UP Elevator Lobby Stair S303Stair S304 Elevator E 1 Elevator E 2 Corridor H401 Kitchen 407 Restroom 402 Bar 406 Corridor H402 Seating 405 Restroom 403 Restroom 404 Restroom 408 Restroom 409 JC 410 Rooftop Terrace 29'-2" Dn Rooftop Zoning Information: Total Roof Area =7,933 sf Allowablle Covered Area (25%) = 1,983 sf Allowable Stair and Elevator (7.5%) = 606 sf Actual Covered Area =1,965 sf Actual Stair and Elevator Area = 428 sf D 0 -- South Elevation 3/16"=1'-0" 1 A3.1 Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025  A3.1 Building Elevations 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 West Elevation (at Church) 3/16"=1'-0" 2 A3.1 P E O P L E ' S B O A R D I N G H O U S E 113.22 Average Grade 40 ' - 0 " 4' - 9 1 / 2 " El e v a t o r S h a f t PEOPLE'S CAFE 113.22 Average Grade 08/26/25 Aluminum Clad Wood French Doors Metal Handrails Smooth Stucco Ground Floor Glazing Aluminum Storefront Aluminum Clad Wood Casement Windows Aluminum Clad Wood French Doors Aluminum Clad Wood Casement Windows 0 2 8 16Ft4 0 2 8 16Ft4 8 South Elevation 3/16"=1'-0" 1 A3.1a Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 West Elevation (at Church) 3/16"=1'-0" 2 A3.1a P E O P L E ' S B O A R D I N G H O U S E ARDIN H PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPP P E O P PPPPP OO L E ' S E' S L E ' S L E ' S S L E ' S L E ' S L E ' S E' S L E ' S L E ' S S L E ' S S L E ' S L E ' S L E ' S E' S L E ' S SS L E ' S L E ' S SS L E ' S L E ' S L E ' S L E ' S L E ' S SS L E ' S L E ' S L E ' S S L E ' S L E ' S L E ' L E ' L E ' L E L E LL E ' E L E EE L E E L E L E E LLLLLLLLLLLL B O A B O A AA O A AAAA B O A B O A AAAAAA B O A A B O A B O A A B O A B O A A O A B O A B O A B O A B O A O A AAAAA B O A AAAAA B O A B O A B O A O A B O A A B O A B O A B O A B O A B O A B O A A B O A B O A A B O A B O A AAA B O A A B O A B O A AA B O A A B O A B O A O A A B O A A B O A AA O A A B O A B O A B O A B O A A B O O B O B O B O B O B O O B O B O O B O O B O O B O B O B O BBBBBBBBBBB R D I N R D I N R D I N D I N D I N D I N I N D I N R D I N R D I N R D I N D I N R D I N R D I N R D I N R D I N R D I N D I N I N NN I N I N D I N NNN I N I N NNN D I N NN I N D I IIIII R D R D DDDDDDDDDDDD R D R D D R D DDDDDDD R D DD R D DDD R D DDDDDD R D D R D R D DDD R D R D DDD R D R D DDDDD R D D R D R D DD R D R D R D R D D R D R D R D R D R D R D R D R D RRRRRRRRRRRRRRRRRRRRRRRRRR G H O G H O G H O G H O G H O G H O G H O O G H O G H O O G H O OOOOO G H O G H O G H O G H G H H G H G EE S E E S E EE S E EE U S E S E U S E E S E E U S E EE U S E EE U S E U S E E S E S E E U S E U S E U S E U S E U S E S E U S E U S E U S E U S E S E E U S E U S E S E U S E E U S E U S E U S E U S E U S E U S E U S E EE U S E S E U S E U S E U S E U S E E U S E U S E E U S E S E E U S E U S E U S E U S E E S U S U S SS U S U S S U S U S SSSSSSSS UUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUUU 113.22 Average Grade 40 ' - 0 " 4' - 9 1 / 2 " El e v a t o r S h a f t PEOPLE'S CAFE 113.22 Average Grade 08/26/25 PE PLE' I I ~ II '-----------\--■ -1 8 -- Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a November 20, 2025  A3.2 Building Elevations 5176*5%*11.564''6 (#+4*12'#.   WALCOTT ADAMS VERNEUILLE #4%*+6'%674'+06'4+145 North Elevation 3/16"=1'-0" 1 A3.2 East Elevation (Neighbor Side) 3/16"=1'-0" 2 A3.2 Aluminum Clad Wood Casement Windows Smooth Stucco Aluminum Clad Wood French Doors 113.22 Average Grade Aluminum Clad Wood French Doors Smooth Stucco Metal Handrail 113.22 Average Grade 0 2 8 16Ft4 0 2 8 16Ft4 II II ■ ·~· ■ ■ ]11 111111 - October 16, 2025 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Re: Fairhope Boarding House -Drainage Letter Dear Hunter: This letter is to serve as a notice as to why a full drainage narrative is not warranted for this project. This site is currently accounted for in the existing drainage condition. We are not proposing more impervious surface than what has been there historically. Therefore, we are not creating any adverse downstream effects. The proposed building will have roof drains installed that will be routed underground, where they will connect directly into the underground storm sewer system located at the northwest comer of the Church St/Fairhope Ave intersection. If you have any questions, please let me know. Sincerely, Larry Smith, PE lsmith@secivileng.com 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 August 26, 2025 Hunter Simmons Fairhope Planning Department 555 S. Section Street Fairhope, AL 36532 Civil Engineering & Surveying Re: Fairhope Boarding House -Traffic Letter Dear Hunter: This letter is to serve as back up information as to why a Traffic Impact Study is not warranted for this project. According to the subdivision regulations a traffic impact study is required if a project will increase the average daily traffic by 1,000 trips or generate 50 trips or more during any peak hour period. Attached is the ITE Trip Generation Report. The proposed development will consist of 27 boarding house rooms, 2,300 sq. ft of Medical Office Space, 1,600 sq. ft of Restaurant Space, and 900 sq. ft of a rooftop bar. When plugging in this information into the ITE Trip Generation Report, we come up with 451 daily trips and 46 peak hour trips. This does not meet the threshold for a traffic study. Please refer to the attached ITE Trip Generation Report. If you have any questions, please let me know. Sincerely, Larry Smith, PE lsmith@secivileng.com 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Description / ITE Code Units Rate Weekday PM Peak % PM % PM Units (independent PM Peak PM In PM Out Waterport/Marine Terminal 010 Berths 171.52 NA NA NA 0 NA NA NA General Light Industrial 110 KSF2 6.97 0.97 12%88%0 0 NA NA General Heavy Industrial 120 KSF2 1.50 0.68 NA NA 0 0 NA NA Industrial Park 130 KSF2 6.96 0.86 21%79%0 0 NA NA Manufacturing 140 KSF2 3.82 0.74 36%64%0 0 NA NA Warehousing 150 KSF2 3.56 0.32 25%75%0 0 NA NA Mini Warehouse 151 KSF2 2.50 0.26 51%49%0 0 NA NA High-Cube Warehouse 152 KSF2 1.44 0.10 33%67%0 0 NA NA Utilities 170 KSF2 NA 0.76 45%55%0 0 NA NA Residential PUD 270 DU 7.50 0.62 65%35%0 0 NA NA Hotel 310 Occ. Room 8.92 0.70 49%51%0 0 NA NA Hotel 310 Rooms 8.17 0.59 53%47%27.0 221 16 8 7 Hotel 310 Employees 14.34 0.80 54%46%0 0 NA NA All Suites Hotel 311 Occ.Room 6.24 0.55 42%58%0 0 NA NA All Suites Hotel 311 Rooms 4.90 0.40 45%55%0 0 NA NA Business Hotel 312 Occ. Room 7.27 0.62 60%40%0 0 NA NA Business Hotel 312 Employees 72.67 7.60 60%40%0 0 NA NA Motel 320 Occ.Room 9.11 0.58 53%47%0 0 NA NA Motel 320 Rooms 5.63 0.47 54%46%0 0 NA NA Motel 320 Employees 12.81 0.73 54%46%0 0 NA NA Resort Hotel 330 Occ. Room 13.43 0.49 43%57%0 0 NA NA Resort Hotel 330 Rooms NA 0.42 43%57%0 0 NA NA City Park 411 Picinic Sites 5.87 NA NA NA 0 NA NA NA County Park 412 Acres 2.28 0.06 41%59%0 0 NA NA State Park 413 Picnic Sites 9.95 0.65 43%57%0 0 NA NA State Park 413 Employees NA 4.67 43%57%0 0 NA NA Water Slide Park 414 Parking Space 2.27 NA NA NA 0 NA NA NA Beach Park 415 Acres 29.81 1.30 29%71%0 0 NA NA Campground/RV Park 416 Acres 74.38 0.39 NA NA 0 0 NA NA Regional Park 417 Picnic Sites 61.82 9.60 41%59%0 0 NA NA Regional Park 417 Employees 79.77 10.26 45%55%0 0 NA NA National Monument 418 Employees 31.05 5.58 NA NA 0 0 NA NA Marina 420 Berths 2.96 0.19 60%40%0 0 NA NA Golf Course 430 Employees 20.52 1.48 48%52%0 0 NA NA Golf Course 430 Holes 35.74 2.78 45%55%0 0 NA NA Minature Golf Course 431 Holes NA 0.33 33%67%0 0 NA NA Golf Driving Range 432 Tees NA 1.25 45%55%0 0 NA NA Multipurpose Rec. Facility 435 Acres 90.38 5.77 NA NA 0 0 NA NA Live Theater 441 Seats NA 0.02 50%50%0 0 NA NA Movie Theater w/o matinee 443 KSF2 78.06 6.16 94%6%0 0 NA NA Movie Theater w/ matinee 444 KSF2 NA 3.80 64%36%0 0 NA NA Casino/Video Lottery Establishment 473 KSF2 NA 13.43 56%44%0 0 NA NA Racquet Club 491 KSF2 14.03 1.06 NA NA 0 0 NA NA Health Club 492 KSF2 32.93 3.53 57%43%0 0 NA NA Bowling Alley 494 KSF2 33.33 3.54 35%65%0 0 NA NA Recreational Com. Center 495 KSF2 22.88 1.45 37%63%0 0 NA NA Elementary School 520 KSF2 15.43 1.21 45%55%0 0 NA NA Middle/ JR. High School 522 KSF2 13.78 1.19 52%48%0 0 NA NA High School 530 KSF2 12.89 0.97 54%46%0 0 NA NA Junior/ Comm. College 540 KSF2 27.49 2.54 58%42%0 0 NA NA Church 560 KSF2 9.11 0.55 48%52%0 0 NA NA Synagogue 561 KSF2 10.64 1.69 47%53%0 0 NA NA Daycare Center 565 KSF2 79.26 12.46 47%53%0 0 NA NA Prison 571 KSF2 NA 2.91 NA NA 0 0 NA NA Library 590 KSF2 56.24 7.30 48%52%0 0 NA NA Hospital 610 KSF2 16.50 1.14 42%58%0 0 NA NA Clinic 630 KSF2 31.45 5.18 NA NA 0 0 NA NA General Office 710 (Equation)KSF2 Equation Equation 17%83%0 0 NA NA General Office 710 KSF2 11.01 1.49 17%83%0 0 NA NA Corporate Headquarters 714 KSF2 7.98 1.40 10%90%0 0 NA NA Single Tenant Office Bldg 715 KSF2 11.57 1.72 15%85%0 0 NA NA Medical Dental Office 720 KSF2 36.13 3.46 27%73%2.3 84 8 2 6 Government Office Building 730 KSF2 68.93 1.21 31%69%0 0 NA NA State Motor Vehicles Dept. 731 KSF2 166.02 17.09 NA NA 0 0 NA NA US Post Office 732 KSF2 108.19 11.12 51%49%0 0 NA NA Gov. Office Complex 733 KSF2 27.92 2.85 31%69%0 0 NA NA R&D Center 760 KSF2 8.11 1.07 15%85%0 0 NA NA Building Materials/Lumber 812 KSF2 45.16 4.49 47%53%0 0 NA NA Building Materials/Lumber 812 Employees 32.12 2.77 51%49%0 0 NA NA Free-Standing Discount Superstore 813 KSF2 53.13 4.61 49%51%0 0 NA NA Free-Standing Discount Store 815 KSF2 57.24 5.00 50%50%0 0 NA NA Hardware/Paint Store 816 KSF2 51.29 4.84 47%53%0 0 NA NA Nursery (Garden Center) 817 KSF2 36.08 3.80 NA NA 0 0 NA NA Nursery (Wholesale) 818 KSF2 39.00 5.17 NA NA 0 0 NA NA Shopping Center 820 (Equation)KSF2 Equation Equation 49%51%0 0 NA NA Shopping Center 820 Rate KSF2 42.94 3.37 49%51%0 0 NA NA Factory Outlet Center 823 KSF2 26.59 2.29 47%53%0 0 NA NA Quality Restaurant 931 KSF2 89.95 7.49 67%33%1.6 146 12 8 4 High Turnover/Sit Down Rest 932 KSF2 127.15 11.15 59%41%0 0 NA NA Fast Food w/o Drive Thru 933 KSF2 716.00 26.15 51%49%0 0 NA NA Fast Food w/ Drive Thru 934 KSF2 496.12 33.48 52%48%0 0 NA NA Drive Thru Only 935 KSF2 NA 153.85 54%46%0 0 NA NA Drinking Place 925 KSF2 NA 11.34 66%34%0.9 0 10 7 3 Automobile Care Center 942 Service Bays 12.48 2.17 NA NA 0 0 NA NA Automobile Care Center 942 KSF2 15.86 3.38 50%50%0 0 NA NA New Car Sales 841 KSF2 33.34 2.59 39%61%0 0 NA NA New Car Sales 841 Employees 21.14 0.96 48%52%0 0 NA NA Automobile Parts Sales 843 KSF2 61.91 5.98 49%51%0 0 NA NA Tire Store 848 Service Bays NA 3.54 42%58%0 0 NA NA Tire Store 848 KSF2 24.87 4.15 43%57%0 0 NA NA Wholesale Tire Store 849 Service Bays 30.55 3.17 47%53%0 0 NA NA Supermarket 850 KSF2 102.24 10.50 51%49%0 0 NA NA Convenien. Mkt. (Open 24 hrs) 851 KSF2 737.99 52.41 51%49%0 0 NA NA Convenien. Mkt. (Open 16 Hrs) 852 KSF2 NA 34.57 49%51%0 0 NA NA Convenien. Mkt w/ Gas Pumps 853 KSF2 845.60 59.69 50%50%0 0 NA NA Discount Supermarket 854 KSF2 96.82 8.90 50%50%0 0 NA NA Wholesale Market 860 KSF2 6.73 0.88 53%47%0 0 NA NA Discount Club 857 KSF2 41.80 4.24 50%50%0 0 NA NA Home Improvement Store 862 KSF2 29.80 2.37 48%52%0 0 NA NA Electronics Superstore 863 KSF2 45.04 4.50 49%51%0 0 NA NA Toy/Children's Superstore 864 KSF2 NA 4.99 50%50%0 0 NA NA Apparel Store 876 KSF2 66.40 3.83 50%50%0 0 NA NA Drugstore w/o Drive-Thru 880 KSF2 90.06 8.42 50%50%0 0 NA NA Drugstore w/ Drive-Thru 881 KSF2 88.16 10.35 50%50%0 0 NA NA Furniture Store 890 KSF2 5.06 0.45 48%52%0 0 NA NA Video Arcade 895 KSF2 NA 56.81 52%48%0 0 NA NA Video Rental Store 896 KSF2 NA 31.54 50%50%0 0 NA NA Walk-in Bank 911 KSF2 156.48 12.12 44%56%0 0 NA NA Drive-in Bank 912 Drive-in Windows 139.25 27.41 49%51%0 0 NA NA Drive-in Bank 912 KSF2 148.15 25.82 50%50%0 0 NA NA NA: Not Available KSF2: Units of 1,000 square feet DU: Dwelling Unit Fuel Position: # of vehicles that could be fueled simultaneously Occ.Room: Occupied Room Fairhope Public Utiliti e s r-- Mayer Sherry Sullivan Councit Members Kevin G. Boone Jack Burrell, ACMO Jimmy Conyers Corey Martin Jay Robinson August27,2025 Re: 301 Fairhope Ave, Pin 14359, Parcel 05-46-03-37-0-601-002.512 This letter of availability is only valid based on what was proposed at the utility review meeting. Any changes or deviations of the proposed plan will require another utility review. This statement of availability remains effective for twelve (12) months from the date of this letter, at which time it shall expire and automatically be withdrawn. 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. Electric: Electric is available through Fairhope Public Utilities. Sincerely, a ater/Wastewater Superintendent atte rs on Electric Superintendent Wes Boyett Natural Gas Superintendent Daryl Morefield Water/Wastewater Superintendent Ben Patterson Electric Superintendent 555 S. SECTION STREET, FAIRHOPE, ALABAMA 36532 • 257.928.8003 • FAI RHOPEAL.GOV 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 August 8, 2025 Re: Fairhope Boarding House Dear Fairhope Resident: The City of Fairhope Resolution No. 2018-03 requires all property owners adjacent to property being considered for development approval to be notified by mail. The Baldwin County Revenue Office provided your information as a current adjacent property owner to the proposed development request described below. FST SILDI LLC is requesting approval for The Fairhope Boarding House Project. This development will consist of a M.O.P (Multiple Occupancy Project). The property is located at the Northeast corner of Church Street and Fairhope Avenue in Fairhope, Alabama. The parcel number for this project is 05-46-03-37-0-601-002.512. S.E. Civil Engineering will hold a Community Meeting at 12:00 PM at S.E. Civil, 9969 Windmill Road, Fairhope, Alabama, on Monday, August 25, 2025. Please note this is an informational meeting only. The city staff and Planning Commission will not be present and will not be voting on this project at this time. Should you have any questions or concerns, please contact me at (251)-990-6566. Sincerely, Larry Smith, PE lsmith@secivileng.com Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a May 12, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . Th i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A7 Elevations 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS P E O P L E ' S B O A R D I N G H O U S E PEOPLE'S CAFE MED SPA Church St Elevation NTS 5 A7 Fairhope Ave Elevation NTS 6 A7 -1 - 1 - -1 - 1 - -1 - - 1 - - - i l l ! -1 - 1 - -1 - - 1 - - - 1 ! !I i =: = = : = : _ , -1 - 1 - -1 - 1 - I I _, _ , . , -- - - - - 1 ! = ! 1 ! !! ! ! ! ! ! ! ! ! ! ! ! , ! ! ! ! I -1 - 1 - - 1 - 1 - -1 - 1 - -1 - 1 - DI -1 - 1 - -1 - 1 - DI Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a May 12, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . Th i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A8 Rendering 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS ~ {l J @ A # ) ll ) A § @ /l S # f l ~- ~ ~ ­ - rm n ru , r 1q ~ Uw= I D ~W 8 IT T ~I I HI T T ~F l I iw 1, ~1 ~ == n l I I 1 I I l! ! ! I FI ~ l 1a 1 I I Date Drawn Checked Revised Revised Revised Copyright 2025 Fa i r h o p e B o a r d i n g H o u s e A N e w D e v e l o p m e n t Fa i r h o p e , A l a b a m a May 12, 2025 Th i s d r a w i n g a n d a l l i n f o r m a t i o n d e p i c t e d i s t h e p r o p e r t y o f W a l c o t t A d a m s V e r n e u i l l e A r c h i t e c t s I n c . T h i s d r a w i n g i s c o p y r i g h t p r o t e c t e d a n d s h a l l N O T b e r e p r o d u c e d , c o p i e d , m a n i p u l a t e d , o r s h a r e d w i t h o t h e r p a r t i e s w i t h o u t t h e w r i t t e n c o n s e n t o f W a l c o t t A d a m s V e n e u i l l e A r c h i t e c t s I n c . Th i s d r a w i n g i s s u b j e c t t o c h a n g e a t t h e d i s c r e t i o n o f W A V A r c h i t e c t s . T h i s d r a w i n g i s b e i n g p r o v i d e d f o r t h e l i m i t e d u s e o f g e n e r a l v i e w i n g a n d g e n e r a l r e f e r e n c e o n l y f o r t h e i n i t i a l r e c i p i e n t a n d i s c o p y r i g h t p r o t e c t e d . Walcott Adams Verneuille Architects, Inc. A9 Areas 1 SOUTH SCHOOL STREET FAIRHOPE, AL 36532 (251) 928-6041 WALCOTT ADAMS VERNEUILLE ARCHITECTURE INTERIORS First Floor 3/32"=1'-0" 1 A9 1s t F l o o r ( G r o u n d ) Gift Shop 325 sf Common Area 320 sf Common Area 160 sf Common Area Common Area Med Spa 2,665 sf Restaurant 2,148 sf Lobby 980 sf Common Area 767 sf 7,365 sf Manager Apartment 890 sf Guest Rooms 5,480 sf Common Space 1,590 sf415 sf 415 sf 450 sf 405 sf 525 sf 380 sf 360 sf Guest Rooms 5,440 sf 390 sf 525 sf 385 sf 425 sf 375 sf 385 sf 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 7,915 sf No Space This Floor 415 sf 415 sf 450 sf 405 sf 525 sf 380 sf Guest Rooms 5,555 sf 390 sf 525 sf 415 sf 415 sf 415 sf 435 sf 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony 44 sf Balcony Common Space 1,650 sf 7,200 sf 3r d F l o o r Common Area Bar 990 sf Exercise/ Conference 505 sf Common Area Pool 500 sf Lower Rooftop 7,985 sf -total roof top area Upper Rooftop Rooftop Deck 3,470 sf Rooftop Deck 370 Second Floor 3/32"=1'-0" 2 A9 Third Floor 3/32"=1'-0" 3 A9 Roof 3/32"=1'-0" 4 A9 >> > > > ; ; ; ; 1HH ~ \ a: : t t : i : c ; Q ,_ , _ , , , , = = = = = = = = , ; i : ; , ; , . J . J ; J ; Y ~ ~ ~ ~ ~ - ·i " ,, :~ 1 '1 1 )1 ; ~ -~-- , 9969 Windmill Road Fairhope, Alabama 36532 251-990-6566 Fairhope Boarding House Community Meeting Meeting Notes Meeting Date: August 25, 2025 Meeting Time: 12:00 PM Meeting Location: SE Civil Conference Room Hosted By: Larry Smith, PE – SE Civil In Attendance Larry Smith, PE and Jonathan McGehee, Project Manager with SE Civil. No adjacent property owners or citizens from the community were present. 25 minutes after the meeting was scheduled to start, we ended the meeting since no one from the community was in attendance. Next Steps City of Fairhope Planning Commission will present the MOP application on Monday, October 6, 2025 at 5 pm. Sincerely, Larry Smith, PE lsmith@secivileng.com City of Fairhope Planning Commission December 1, 2025 SD 25.17 -Harvest Green West Phase 2 Project Name: Harv est Green West Phase 2 Site Data: 4 1.65 acres Project Ty_e_e: Final plat approval of 72-lot subdivision Jur isdiction: Fa i rhope Planning Juri sdictio n Zoning_ District: PUD -Planned Unit Development .. --- PPIN Number: 17737 1 Genera l location: W est sid e of State Highw ay 181 nea r The Waters Survey_or ot Record: S.E. Civi l, LLC Engineer otRecord: S.E. Civi l, LLC Owner L Develoe_er: 68V Har vest Green West 2022, LLC School District: Fa i rh ope Elementary Sch ool Fa i rhope Mid dle and High Schools Recommendation: Approved w/ Conditions 1 Pre eared b~: Name --Road c::::J PUD -Planned Unit Devel opment LJ Parcel DAYBREAK•T RL~ N & WW E s 10/28/25 68V Harvest Green West 2022, LLC 251-901-4110 707 Belrose Ave Daphne AL 36526 Harvest Green West Phase 2 41.65 72 PUD05-46-02-03-0-000-001.000 251-990-6566 9969 Windmill Road Fairhope AL 36532 Larry Smith, PE SE Civil, LLC Larry Smith, PE (as agent) Page 5 of 10 APPLICATION FOR SUBDIVISION PLAT APPROVAL Application Type: D Village Subdivision D Preliminary Plat D Minor Subdivision D Informal (No Fee) [xi Final Plat D Multiple Occupancy Project Attachments: ~ Articles of Incorporation or List all associated investors Date of Application: ________ _ Property Owner / Leaseholder Information Name of Property Owner: __________ Phone Number: Address of Property Owner: City: State: Zip: Proposed Subdivision Name: No. Acres in Plat: No. Lots/Units: Parcel No: ______________ Current Zoning: _______ _ Authorized Agent Information Plat must be signed by the property owner before acceptance by the City of Fairhope Name of Authorized Agent: _________ Phone Number: ____ _ Address: City: ___________ State: _____ Zip: Contact Person: Surveyor /Engineer Information Name of Firm: s E c1v1L Phone Number: 251-990-6566 Address: 9969 Windmill Road City: FAIRHOPE State: ALABAMA Zip: 36532 Contact Person: DAVID DIEHL Plat Fee Calculation: Reference: Ordinance 1269 Signatures: I certify that I am the property owner /leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. Property Owner/ Leaseholder Printed Name Signature Date Fairhope Single Tax Corp. (If Applicable) Page 7 of 10 Final Plat Application Checklist* *This checklist is intended for convenience purposes only. Refer to the Subdivision Regulations for a complete list of requirements.  2 Copies of the Plat  2 Sets of As-Builts  1 Copy of the Plat on PDF format on disk  Proof of 911 approval of street names  1 Copy of As-Builts on GIS for Water/Sewer Department  Water: bacteria tests, pressure test, flow test  Sewer: video, pressure test, vacuum test  Roads: core samples and test data  Electric: street light invoice  Financial Guaranty, if applicable (only after 90% complete)  Errors and Omission Insurance  Maintenance Bond  Operations and Maintenance Plan for Storm Water Pond (stand alone document)  Street Tree Plan  Final Plans and calculations for utility layouts  Certificate of County Engineer’s approval for extra-territorial plats  Certificate of County Zoning, (must be signed and zoning of property, if any, indicated)  Memorandum of Transmittal signed indicating County’s receipt of plat/plans for development being submitted before Planning Commission.  Digital and/or video image, reflecting a date and time stamp, of the storm drains  Engineer’s Certificate of design conformance. Please note that if your site is located outside the City of Fairhope limits, but in the planning jurisdiction, the County documentation is required and your application will be considered incomplete without the County documentation. ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ X X X ✓ ✓ SD 25.17 – Harvest Green West Ph 2 December 1, 2025 Page 1 of 3 SUMMARY OF REQUEST Public hearing to consider the request of the Applicant, SE Civil, LLC, on behalf of the Owner, 68V Harvest Green West 2022, LLC, for Final Plat Approval of Harvest Green West, Phase 2, a 72-lot subdivision. The property is zoned PUD – Planned Unit Development. The property is approximately 41.65 acres and is located on the west side of State Highway 181 near The Waters Subdivision. SITE HISTORY The property is the last phase of the Harvest Green PUD that was approved in 2021. The preliminary plat SD 21.45 was approved November 1, 2021. STAFF COMMENTS The purpose of this request is to create 72 residential lots. The site will be served by Fairhope Utilities for Water, Sewer, and Gas. Riviera is the power provided and AT&T is the communications provider. The development has been built in accordance with the design and engineered plans of the approved preliminary plat and all preliminary plat conditions have been met. Utilities A separate lot for the lift station is reflected on the plat to be deeded to the City of Fairhope. Traffic Traffic improvements were contemplated and installed with the initial phases of the development. Drainage The Operations and Maintenance Plan recorded includes this phase. SD 25.17 – Harvest Green West Ph 2 December 1, 2025 Page 2 of 3 Recommendation: Staff recommends APPROVAL of SD 25.17 Harvest Green West Phase 2 Final Plat. EXHIBITS SD 25.17 – Harvest Green West Ph 2 December 1, 2025 Page 3 of 3 Final Plat COMMON AREA 2 14 .5 1 AC G.S. 2 9.1 5 AC 129 130 131 I E E E TIIIT F-F •F ~T N89'54'29''w 1121.0J' POINT OF BEGINNING __, ---~N8~9~·54'2 "W l5J5 .29' --,--1 pi I I 100 99 98 97 96 95 94 93 92 9 1 :;;::.,. I I 90 8:i t. I I 6 ~~ I I 89 88 87 86 85 84 83 82 81 80 79 106 107 108 109 11 0 [I: !111 I Ii 112 11 3 114 115 11 6 DAYBREAK TRAIL 50 FT. RaW ' I 128 I 127 126 125 124 123 122 12 1 120 119 11 8 ~ ,~ I~ S89"56'◄0"E 246.00' 68.72 ' ,; I:. ~ '" z ~ 1i I I I G.S. 1 3.42 AC COMMON AREA 1 £o'l" 3.42AC t 1 \ I et 1° see She GeO~eU'/ 0 t a\\ea 11 e 11. ,, \ I I' N89"56"4-0"W 200.00' 143 142 141 / /71 148 141 14s 145 11; 144 , ----------------_IT'. ------------------- \ MORNINGMJST WAY 50FT.RIW ', ..... ___ __._:_rr--------------11-------~~ _, _______________ _ 11: 11: i'; 133 134 135 136 137 1 '° 132 138 139 140 S86'25 '09~£ r' ~-□ ~g ,, 8~ % 11 7 34 35 +--=----3 2 111 Ill Ill Ill Ill ., ----=--;;:- -,- 1 I I I I rr I~ '~ :, ____ l ___ J~ ____ J_ S89'56'40'E 102 ~ 39' ,, :. • SB9"56'40"E 1.324.39' ARROW TO AR ROW ----~ -----C~REA 4-0.zt-;o;C- 8081838485 95969799101 110 111 112 121126 132 59 88 86 788789 9198 82 79 105 94100 93 107 90 104 113 102 92 108106 103 118 114 123 137 139 109 124 115 119120 117 133 128 125 131 122 116 145 127 146 129 130 134 147 141 136 140135 143 142 138 144148 MORNING MIST WAY 50 FT. R/W MORNING MIST WAY 50 FT. R/W MO R N I N G M I S T W A Y 5 0 F T . R / W DAYBREAK TRAIL 50 FT. R/W POINT OF COMMENCEMENT 2 35 3 34 35 HA R V E S T G R E E N W E S T P H A S E O N E POINT OF BEGINNING AU R O R A L N 5 0 F T . R / W COMMON AREA 3 0.24 AC COMMON AREA 4 0.21 AC 149 AS R E C O R D E D A T S L I D E 2 9 5 6 B - C - D COMMON AREA 2 14.51 AC COMMON AREA 13.42 AC SURVEYOR'S CERTIFICATE Water:Sewer:Power:Telephone: FAIRHOPE UTILITIESFAIRHOPE UTILITIESRIVIERA UTILITIESAT&T Utility Providers: Total AreaZoning Total LotsDensitySmallest LotLargest Lot 41.65 AC.PUD 721.72 / AC.7,840 SF19,488 SF (Lot 131)Street Length 3,617 L.F. *ALL STREETS TO BE PUBLIC/CITY OF FAIRHOPEMAINTAINED UPON THE INSPECTION ANDACCEPTANCE OF THE ROADS* Setbacks-Lots 79 thru 148Front:Rear:Side: 30 Ft.30 Ft.10 Ft.Side Street: 20 Ft. N 0 50 100 200 100 SCALE OWNER/DEVELOPER:68V HARVEST GREEN WEST 2022, LLC707 BELROSE AVEDAPHNE, AL. 36526 Parcel Information Parcel Number: 05-46-02-03-0-000-001.000PIN: 17737 MORTGAGEE'S ACCEPTANCE: CERTIFICATION BY NOTARY PUBLIC: HA R V E S T G R E E N W E S T PH A S E T W O A P L A N N E D U N I T D E V E L O P M E N T Ci v i l En g i n e e r i n g & S u r v e y i n g PR O J M G R FI L E PR O J E C T SC A L E DE D FI N A L P L A T P H A S E 2 20 2 1 0 9 2 9 1" = 1 0 0 ' CH K D . JD G DR A W N A S C SHEET 1 2 SURVEYOR'S NOTES: FLOOD STATEMENT CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE UTILITIES (WATER): CERTIFICATE OF APPROVAL BY CITY OF FAIRHOPE (SEWER): GENERAL NOTES: GREENSPACE MAINTENANCE CERTIFICATE OF APPROVAL BY THE FAIRHOPE PLANNING DIRECTOR CERTIFICATE OF APPROVAL BY RIVIERA UTILITIES (ELECTRIC): CERTIFICATE OF APPROVAL BY AT&T (TELEPHONE): ENGINEER'S CERTIFICATE CERTIFICATE OF OWNERSHIP CERTIFICATE OF NOTARY PUBLIC: Setbacks-Lots 78 thru 105Front:Rear:Side: 30 Ft.30 Ft.7.5 Ft.Side Street: 20 Ft. VICINITY MAP 1" = 1 MILE SITE See Sheet 2 o f 2 f o r Detailed Geo m e t r y GREEN SPACE DENSITY CALCULATION 41.65 TOTAL GROSS ACRES-10.29 ROWs, DETENTION, WETLANDS 31.36 ACRES 71/31.36 = 2.26 UNITS PER ACRE(G.S. DENSITY) 15% REQUIRED QUALIFYING GREEN SPACE CALCULATION 3.42 AC G.S. 19.15 AC G.S. 2 (EXCLUDES POND)12.57 AC TOTAL GREENSPACE (31%) 99 6 9 W I N D M I L L R D . FA I R H O P E , A L 3 6 5 3 2 (2 5 1 ) 9 9 0 - 6 5 6 6 CA - 1 1 6 7 MORTGAGEE'S ACCEPTANCE- BANKPLUS: , CERTIFICATION BY NOTARY PUBLIC = UTILITY EASEMENT DEDICATED AS PARTOF HARVEST GREEN WEST PHASE 1 ASRECORDED AT SLIDE 2956 B-C-DBALDWIN COUNTY PROBATE RECORDS LEGEND: (Ordinance #1728) B AAMALA HL D E.DIEDAVI GR I D N O R T H THE NW CORNER OF THE EAST ONE-HALF OF THE SE 1/'f-OF THE NW 1/4 OF SECTION J .1 I I I I G.S. 2 9.15 AC /7 I G.S. 1 3.42 AC 11 11 7r ~--=s""sg"'·s""5,.,.•40:::;;.c::-E---:c24""5-=.o"'o•-....,_5s-.1-2-'· S86'25'09"E N89'56'40'W 200.00' I I I I I I I CURVE C1 C2 C3 C4 C5 CB C7 CB C9 C10 C11 C12 C13 C14 C15 C16 C17 C1B C20 C21 C22 C23 C24 C25 C26 C27 C2B C29 C30 RADIUS 100.00· 75.00' 125.00' 125.00' 125.00' 125.00' 125.00' 125.00' 125.00' 663.80' 638.80' 688.80' 25.00' 25.00' 100.00' 100.00 75.00' 50.00' 60.00' 60.00' 60.00' 136.10' 125.00' 20.00' 20.00' 325.00' 300.00' 350.00' 350.00' 1. FOR THE LOCATION OF ALL UTILITIES, SEE CONSTRUCTION PLANS. CHORD LENGTH 151.90' 113.93' 11.40' 15.00' 42.95' 44.50' 11.8-4' 102.34' 98.49' 58.00' 3+.09' 35.36' 141.-42' 64.85 106.07' 37.-42' 23.73' 6-4.8B' 64.60' 61.61' 1+.61 28.28' 28.28' 107.35' 96.82' 45.53' 72.76' 2. STORMWATER DETENTION AREAS ARE NOT THE RESPONSIBILIT'r' OF CIT'r' OF FAIRHOPE TO MAINTAIN. 3. ALL UTILITIES WILL BE CONSTRUCTED UNDERGROUND. 4. THERE IS DEDICATED HEREWITH A 10 FOOT UTILIT'r' E,'.SEMENT ON ALL LOT LINES AND COtr.lMON AREAS ADJACENT TO THE RIGHT-OF-WAYS AND A 5 FOOT UTIUT'r' E.f.SEMENT ON EACH SIDE OF LOT AND COMMON ARE,'. LINES. UNLESS OTHERWISE NOTED. 5. THERE IS DEDICATED HEREWITH A 15 FOOT DRAINAGE EASEMENT ALONG THE REAR LOT LINES OF All. LOTS (UNLESS LOTS BACK UP TO COtr.lMON ,'.REA) AND A 1D FOOT DRAINAGE EASEMENT ALONG ALL SIDE LOT LINES (5 FOOT OFF EACH SIDE). 6. NO FENCES OR STRUCTURES SHALL BE PL,'.CED IN DRAINAGE OR UTIUT'r' E,'.SEMENTS. 7. MINIWUM FINISHED FLOOR ELEV,'.TION SH,'.LL BE 18" ABOVE THE HIGHEST GROUND El..£VATION 10 FEET OUTSIDE OF BUILDING. SEE THE FAIRHOPE BUILDING DEPARTMENT FOR SPECIFIC REQUIREMENT. 8. All ACCESS STREETS TO ADJACENT PROPERTIES THAT ARE NOT CONNECTED AT THE TIWE OF THE IMPROVEMENTS SHALL BE POSTED WITH ,'. STOP SIGN BLANK READING "FUTURE THROUGH STREET". 9. THE HARVEST GREEN WEST PROPERTY OWNERS ASSOaATION IS REQUIRED TO MAINTAIN ALL COMMOO AREAS AND ALL STORtr.l WATER FAaUTIES AND STRUCTURES LOC,'.TEO OUTSIDE OF THE PUBLICLY ACCEPTED RIGHT-OF-WAY. 1. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASEMENTS, RIGHT-OF-WAYS. OR OTHER INSTRUMENTS WI--IICH COULD AFFECT THE BOUNDARIES OF SAID PROPERTIES. 2. THERE WAS ND ATTEMPT TO DETERMINE THE EXISTENCE, LOCATION, OR EXTENT OF ANY SUB-SURFACE FEATURES. 3. THE LINES REPRESENTING THE CEN1ERLINE AND RIGHT-OF-WAYS OF THE STREE"JS ARE SHOWN FOR VISUAL PURPOSES ONLY AND WERE NOT SURVEYED UNLESS RIGHT-OF-WAY MONUtr.lENTATlc»I IS ALSO SHO'MII. 4. SURVEY W,'.S CONDUCTED IN ._,r,r );',) , AND IS RECORDED IN AN ELECTRONIC FIELD BOOK. 5. BEARINGS AND DISTANCES SHO'MII HEREON WERE "COMPUTED" FROM ACTUAL FIELD TRAVERSES, AND ARE BASED ON NADe.::I STATE PLANE GRID, AL,'.BAMA WEST ZONE USING GPS OBSERVATIONS. THE UNDERSIGNED, AS AUTHORIZED BY THE CITY OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF BALDWIN COUNTY, ALABAMA, THIS_ DAY Of ______ 202~ AUTHORIZED REPRESENTATIVE ___ _]__ S89'56'40 'E 1024.39' THE UNDERSIGNED, AS AUTHORIZED BY AT&T HEREBY APPROVES THE IIIITHIN PLAT FOR THE RECORDING OF SAt.!E IN THE PROBATE OFFlCE OF BALDWIN COUNTY, ALAB1'MA, THIS_ DAY OF ------202-, AUTHORIZED REPRESENTATIVE THIS PLAT HAS SEEN SUBMITTED TO AND CONSIDERED BY THE CIT'r' PLANNING COMMISSION OF FAIRHOPE, ALABAMA, AND IS APPROVED BY SUQ--1 COtr.lMISSION. THE CIT'r' OF FAIRHOPE PLANNING COMMISSION BY: _________ DATE: ____ _ I, THE UNDERSIGNED, A REGISTERED ENGINEER IN THE STATE OF ALABAMA HOLDING CERTIFICATE NUMBER __ HEREBY CERTIFY THAT I HAVE DESIGNED THE WITHIN IMPROVEMENTS IN CONFORMIT'r' WITH APPLICABLE CODES AND LAWS AND WITH THE PRINCIPALS OF GOOD ENGINEERING PRACTICE. I FURTHER CERTIFY THAT I HAVE OBSERVED THE CONSTRUCTION CF THE WITHIN IMPROVEMENTS, THAT THE SAME Cc»IFORMS TO tr.lY DESIGN, THAT THE WITHIN IS A TRUE AND ACCURATE REPRESENTATION DF IMPROVEMENTS AS INSTALLED AND THAT SAID IMPROVEMENTS ARE HEREBY RECOMMENDED FOR ACCEPTANCE BY THE CITY OF FAIRHOPE, ALABAMA. PROJECT ENGINEER HARVEST GREEN \IEST PH,'.SE TWO -PU.NS WHICH ARE CERTIFIED CONSIST OF P,'.GE __ lHRU __ EACH OF IIIHICH BEARS BY SEAL AND SIGNATURE. S89'56' 40"E 1324.39' ARROW TO ARROW WE, THE UNDERSIGNED, 68V HARVEST GREEN 'NEST 2022 LLC AS PROPRIETOR(S), HAVE CAUSED THE LAND EMBRACED IN THE WITHIN PLAT TO BE SURVEYED, LAID OUT AND PLATTED TO BE KNOWN AS HARVEST GREEN 'NEST PHASE TWO, A PLANNED UNIT DEVELOPMENT, BALDWIN COUNT'r', ALABAMA, AND THAT THE STREETS AND EASEMENTS, AS SHOWN ON SAID PLAT, ARE HEREBY DEDICATED TO THE USE OF THE PUBLIC. DATED THIS_ DAY OF _____ 20_ PRINT NAME STATE OF ALABAMA COUNT'r' OF BALDWIN SIGNATURE I NOTARY PUBLIC IN AND FOR SAID COUNT'r', IN SAID STATE, HEREBY CERTIFY THAT _______ AS OWNER OF THE LANDS PLATTED HEREON IS SIGNED TO THE FOREGOING INSTRUMENT, AND WHO IS KNOv.N TO ME, ACKNOWI..EDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENT OF THE INSTRUtr.lENT, AND IN THEIR CAPACIT'r' AS SUCH O'MIIER AND WITH FULL AUTHORIT'r', EXECUTED THE SAME VOLUNTARILY. GIVEN UNDER MY HAND AND OFFlCIAL SEAL THE __ DAY OF __________ _ NOTARY PUBLIC MY COtr.lMISSION EXPIRES IN WITNESS WHERECF, llR...H.QRIQM., THE OWNERS OF THE MORTGAGE CF 12B. HORTON INC BIRMINGHAM AH .YA.RAMA COOPOBAJIOO SHOv.N HEREON HAS CAUSED THIS INSTRUMENT TO BE EXECUTED BY THE UNDERSIGNED OFFICERS. THEREUNTO DULY AUTHORIZED ON THIS THE __ DAY OF ------~025. BY: ~,.=n=OR=HEN~s=ELE=,~---ITS: ASSISTA~t1CE PRESIDENT ACKNOWI..EDGEMENT, STATE OF ALABAtr.lA BALDWIN COUNTY ~Al=o-c=o,-N=TY-AN=o-,,-,TE-H=ER=EB-Y-c=ER=aF=Y~TH:T NOTARY PUBLIC IN AND FOR ::::::::::::::::::::::::::::::::::::::::::::-o=F __ ..a_o_s_, _""'-'-"~ IS SIGNED TO THE FOREGOING INSTRUMENT, AND 'NHO IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENTS CF THIS INSTRUtr.lENT, HE AS SUCH MEMBER, AND WITH FULL AUTHORIT'r' EXECUTE THE SAME VOLUNTARft..Y FOR AND AS THE ACT CF SAID BANK. GIVEN UNDER MY HANO AND SEAL THIS __ DAY CF -----~o­ ==:=:=::::::-::._-=,-------~Y COtr.lMISSION: NOTARY PUBLIC --------~COUNT'r'. ---11 11 11 II 11 'I THE UNDERSIGNED, AS AUTHORIZED BY THE CIT'r' OF FAIRHOPE UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE OFFICE OF B"1..DWIN COUNT'r', ALABAtr.l,'., THIS_ DAY OF ______ 202_ AUTHORIZED REPRESENTATIVE THE UNDERSIGNED, AS AUTHORIZED BY THE RIVIERA UTILITIES HEREBY APPROVES THE WITHIN PLAT FOR THE RECORDING OF SAME IN THE PROBATE CFFICE OF B"1..DWIN COUNT'r', ALABAMA, THIS _ DAY OF ______ 202_ AUTHORIZED REPRESENTATIVE LINE BEARING DISTANCE L1 N89"56'40"W 172.19' L2 NOO'OO'OO"W 15.00' L3 N90'00'00"W 50.00' L4 NOO"OO'oo"w 50.00' L5 N90'00'00"W 50.00' L6 soo·oo'01"W 15.00' L7 N89'56'40"W 159.40' IN WITNESS WHEREOF, __________ _ THE OWNERS CF THE MORTGAGE OF ~~~~~~~~~SHO'MI HEREOO HAS CAUSED THIS INSTRUMENT TO BE EXECUTED BY THE UNDERSIGNED OFFICERS, THEREUNTO DULY AUTHORIZED ON THIS THE __ DAY CF ------~OL BY: ________ IT& ______ _ ACKNOWLEDGEMENT, STATE CF ALABAMA BALD'MN COUNT'r' I, __________ A NOTARY PUBLIC IN AND FOR SAID COUNT'r' AND STATE HEREBY CERTIFY THAT ________ WI--IOSE NAME AS _ ______ OF _____ IS SIGNED TO THE FOREGOING INSTRUMENT, AND Wi--10 IS KNOWN TO ME, ACKNOWLEDGED BEFORE ME ON THIS DAY THAT, BEING INFORMED OF THE CONTENTS OF THIS INSTRUMENT. HE AS SUCH MEMBER. AND WITH FULL AUTHORIT'r' EXECUTE THE SAME VOLUNTARILY FOR AND AS THE ACT OF SAID BANK. GIVEN UNDER MY HAND AND SEAL THIS __ DAY OF --------"OL ___________ _,.y COMMISSION: ___ _ NOT,'.RY PUBLIC _________ COUNTY. □~ n-, PROPERTY LIES IN FLOOD ZONE •x" AS SCALED FROM FLOOD INSURANCE RATE MAP NUMBER 01003C0661M, COMMUNITY NUMBER 015000, PANEL 0661, SUFFIX "M", DATED APRIL 19, 2019, GREENSPACE AREAS AS SHOWN HEREON ARE DEDIC A TED AS PUBLIC ACCESS AND USE EASEMENT. MAINTENANCE OF GREENSPACE AREAS IS THE SOLE RESPONSIBITY OF THE HARVEST GREEN YtEST OWNERS ASSOCIATION, INC. ANO NOT THE CITY OF FAIRHOPE. 8081838485 95969799101 110 111 112 121126 132 59 88 86 788789 9198 82 79 105 94100 93 107 90 104 113 102 92 108106 103 118 114 123 137 139 109 124 115 119120 117 133 128 125 131 122 116 145 127 146 129 130 134 147 141 136 140135 143 142 138 144148 MORNING MIST WAY 50 FT. R/W MORNING MIST WAY 50 FT. R/W MO R N I N G M I S T W A Y 5 0 F T . R / W DAYBREAK TRAIL 50 FT. R/W HA R V E S T G R E E N W E S T P H A S E O N E AU R O R A L N 5 0 F T . R / W COMMON AREA 3 0.24 AC COMMON AREA 4 0.21 AC 149 AS R E C O R D E D A T S L I D E 2 9 5 6 B - C - D COMMON AREA 2 14.51 AC COMMON AREA 13.42 AC HA R V E S T G R E E N W E S T PH A S E T W O A P L A N N E D U N I T D E V E L O P M E N T Ci v i l En g i n e e r i n g & S u r v e y i n g PR O J M G R FI L E PR O J E C T SC A L E DE D FI N A L P L A T P H A S E 2 20 2 1 0 9 2 9 1" = 6 0 ' CH K D . JD G DR A W N A S C N 0 30 60 120 60 SCALE SHEET 2 2 SEE SHEET 1 O F 2 F O R OVERALL B O U N D A R Y 99 6 9 W I N D M I L L R D . FA I R H O P E , A L 3 6 5 3 2 (2 5 1 ) 9 9 0 - 6 5 6 6 CA - 1 1 6 7 GR I D N O R T H LEGEND: / " 'l I I I / I I I I I I I I \ \~~ .. ,·. /! ,' \ ti/ . J/ ( I • I \ '. I \I I 1', 1'1 I: 1): / I l ✓' I \ \ I I I I I I LIFT STATION PARCEL DEDICATED HEREWITH G.S. 2 9.15 AC I I I I DI ~I )~I • I L __ 31 --~"'--"'--"-----e I ,- I I I I I •• L3 ~ ½ 6 • !' ' ', G.S. 1 3.42 AC ---•✓, JJ I I I I I I I *SEE SHEET 1 OF 2 FOR DA TA TABLES FOR CURVES AND LINES* L __ .. ·· 1 1 .. • •• • I I I I 11 I I I I 11 -11 ___ _ 3 20 2 24 6 40 15 18 21 53 19 22 34 64 35 39 70 36 49 81 62 52 95 66 72808485 83 9699 97101 111110 112 121126 132 14 15114127 31 8 27 10 16 9 13 17 23 30 29 33 42 25 56 28 26 43 63 57 32 37 48 55 38 41 50 54 71 46 69 47 51 59 58 44 45 68 65 60 7588 74 67 76867778 61 8789 91 73 98 82 79 105 94100 93 107 90 104 113 102 92 108106 103 118 114 123 137 139 109 124 115 119120 117 133 128 125 131 122 116 145 127 146 129 130 134 147 141 136 140135 143 142 138 144148 SS SS SS SS SSSS W DELINEATED 30' BUFFER 30 ' B U F F E R ( T Y P ) DE L I N E A T E D W E T L A N D S W W W W W W W W WW W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWW WWWW W WWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W WW WWWW SS W W WW SS SS W WW W W W W WWWWW W W W W W W W W W WW WW W W 10 7 10 8 10 9 11 0 11 1 11 2 11 3 11 4 11 5 116 117 118 99 10 0 10 1 10 2 10 3 104 10 5 10 6 94 95 96 97 9892938485868788899091 80 81 828379 676869707172737475767778 66 64 121 119 120 121 122 117118119120 120 121 121 121 122 122122 123 124 120 121 122 123 124 124 116 117 118 119 116 116 116 115 114 113 112 114 115 116 117 118 119 120 121 122 123 124 106 108 110 112 114115 116 11 7 11 8 120 12 1 122 123 99 100 102 10498 98979899100102104 10 5106107108109110111112113114115115109110111113114112 102 103 104 105 106 107 1089495969798991001018486889092 76 78 80 82 747172 70 7071 7273 7475767778 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 888990 91 92 93 94 95 96 97 98 99 10 0 10 2 10 4 10 6 10 8 11 4 11 5 11 6 11 7 118 119 120 121 86 88 90 92 94 96 98 10 0 10 1 10 2 10 3 10 4 10 5 10 6 10 7 10 8 10 9 11 0 11 1 11 4 11 5 11 6 11 7 118 119 120 121 122 12 3 12 4 123 12 4 119 120 121 122 116 117 118 119 121 122 123 112 113 117 118 119 120 121 122 111 11 0 104 105 106 107 108 109 110 111 99 100 102 104 106 112113114115116117 11 6 11 7 118 113 114115116117118 111 103 104 10 5 106 10 8 109 110 111 112 113 114 115 116 117 118 11 9 12 0 121 12 2 12 3 12 4 99 100 101 102 85 86 88 90 92 94 96 97 98 99 10 0 75 76 78 80 82 84 70 71 72 73 74 69 76 77 78 79 80 83 84 85 86 71 72 73 74 75 70 12 12 122 12 3 120 121 11 9 11 9 120 122 123 121 122 123 124 121 117 118 119 115 11 6 11 7 11 811 9 11 8 11 9 12 0 12 0 120 12 1 122 11 9 11 9 120 122 12 3 121 125 12 3 122 123 121 W ST A T E H W Y 1 8 1 R / W V A R I E S W G UG T UG T UG T UG T UG T UG T XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX XXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X DELINEATED 30' BUFFER WETLANDS 116 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 115 114 SS WETLANDS S S S S S S S SS SSSSSSSSSSWSSWWWSSSSSSSS S S w W W W W W W W W S S SSWWSS SS WW WW WW W WWWWWWWWWWSSSSSSSS SS S S S SS SS SS SS WW W S SWWW WW WWWWWW S S S SS S S S S S S SSSSS S SSSSSSSS S W W W W W W W W SS SS SS SSSWWWWWWWWWWWW WW W W S S S S S S SS SS S S S S SS SS W SS SS SSSSS WSSSSSSSSSWWWWWWWWWWWSS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 115 120111111112113114116117118119 121 122 11 0 110 115 115 107 108 108 109 10 9 11 1 11 1 111 111 112 112 113 113 114 114 116 116 117 117 118 118 119 120 121 122122 122 122 122 123 120 120 117 117 118 118 119 119 121 12 2 123 123 122123 123 124 124 120 118 118 119 119 119 121 122 123 WE T P O N D # 2 (P H A S E 1 ) WE T P O N D # 3 (P H A S E 2 ) 122121120119115113109 115 110 122 123 123 110 112 114 115 116 116 115 110 108 30 ' B U F F E R ( T Y P ) 30 ' B U F F E R ( T Y P ) W 15.0' DRAINAGEEASEMENT 15.0' DRAINAGE EASEMENT 15.0' DRAINAGE EASEMENT 15.0' DRAINAGEEASEMENT 119 PH A S E 1 PH A S E 2 PHASE 2 PHASE 1 PH A S E 1 PH A S E 2 W PH A S E 2 PH A S E 1 PH A S E 1 PH A S E 2 PHASE 1 PHASE 2 120 121 121 123 119118117113 W WWWWWW 12 4 12 4 SS 85 6 S HIGH POINT 121 121 S SS SS SS SS 116 122 120 118 116 11 0 114 113 114 113 10 8 10 6 10 4 10 2 10 0 98 95 95 98 10 0 10 2 10 4 10 6 10 7 10 7 10 6 10 4 10 2 10 0 98 96 94 92 90 88 86 118 116 114 112 111 11 6 114 112 110 112 114 116 118 110 110 10 8 10 6 10 4 10 2 10 09896949290 102104106 10 6 717375 10 8 108 110 112 114 116 117 108 121 122 120 119 122 10 4 10 2 10 0 100 S W W SSSS SSSS SSSSSSSS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 88 99 118 120 122 S LANTANA WAY MO R N I N G MI S T W A Y MOR N I N G MIST W A Y DAYBREAK TRAIL MORNING MIST WAYMORNING MIST WAY MO R N I N G MI S T W A Y MORNING MIST WAY MO R N I N G MI S T W A Y DAYBREAK TRAIL DAYBREAK TRAIL w w 00 100'200' N O R T H Scale: 1"= 100' LANDSCAPE PLANTING MASTER PLAN1 © GENERAL NOTES LP200 LP201 LP202 LP203 LP204 LP205 LP206 L l ___:__ ' '1·--· __ -._.---'-----'·'C::.·..:.\ ~ IEEE Pl ACFMENI NOTES- 1.} ALL TREES SHALL BE 15 GAL AND/OR 1.S--2S DIA AT THE TIME OF PLANTING. 2.) TREES SHALL BE PLANTED EVERY 25' FROM INTERSECTIONS. A TREE SI-IALL BE PLANTED ONE PER LOT OR AT LEAST Ev£RY 50 FEET, BUT NO CLOSER THAN 10'. DEVELOPER RESERVES THE RIGHT TO UTILIZE EXISTING TREES TO MEET 1HIS REQUIREMENT. 3.) TREE SPECIES ANO TREE PLACEMENT SHALL BE APPROVED BY THE CITY HORTICULTURIST. -4.) ALL TREES SHALL BE PRUNED SO THAT NOT FOLIAGE, LIMBS OR OTHER OBSTRUCTIONS EXISTING BETWEEN 2.5 AND 10 FEET FROM ADJACENT STREET GRADE. 5.) IN AREAS V.,.,ERE PLANTING STRIPS ARE OPTIONAL AND NOT PROVIDED, SIDEWALKS TEN FEET OR GREATER SHAl.1.. PROVIDE -4"X-4" TREE WELLS ALONG THE OJRB SO THE TREES MAY BE PLANTED IN CONFORMANCE WITH THESE REQUIREMENTS. 6.) PER TREE ORDINANCE, SMAl.1.. TREES WILL BE PLANTED IN BETWEEN WALK AND CURB AREAS LESS THAN 5 FEET. MEDIUM TREES CAN BE PLANTED BET'NEEN 5-7 FEET AND LARGE GROWING TREES CAN BE PLANTED IF AREA BETWEEN WALK AND CURB IS 7 FEET OR MORE (SEE ORDINANCE FOR UST). 7.) DEVELOPER SHAl.1.. BE RESPONSIBLE FOR WATERING TREES PRIOR TO SUBDIVISION ACCEPTANCE AND DURING 2-YEAR MAINTENANCE PERIOD. IEEE PBOIEGDON NOIES· 1.) TREES IN EXCESS OF 20~ IN DIAMETER ARE CONSIDERED PROTECTED AND SHALL RECEIVE THE TREE PROTECTION AS DETAILED ON THIS SHEET. NO DIGGING TRENCHING OR OTHER SOIL DISTURBANCE SHALL BE Al.1..0WED IN THE FENCED AREA. 2.) TREES SHALL NOT BE REMOVED PRIOR TO ISSUANCE OF PERIAIT TO DO SO. THE CITY OF FAIRHOPE UTlLIZED THE FOLLOWING RESTITUTION REQUIREMENTS FOR TREES THAT ARE REl.40\IED WITHOUT A PERMIT. 3.) ANY PERSON WISHING TD REMOVE OR RELOCATE A SIGNIFICANT TREE SHALL IAAKE A WRITTEN APPLICATION WITH THE CITY HORTICULlURIST. THE APPLICATION SHALL INCLUDE A LANDSCAPE PLAN. THE CITY HORTICULTURIST IAUST APPROVE OR DENY THE PERMIT WITHIN 14 WORKING DAYS AFTER RECEIPT OF APPLICATION. DISTlJRBFD AREA NOTES· ANY DISlURBED AREAS SHALL RECEIVE APPROPRIATE SOIL STABILIZATION MATERIAL AS NECESSARY. landscape architecture land planning placemaking Foley, Alabama ~ ~ P. 251.948.7181 ii Mobile, Alabama P. 251.344.4023 ........ ~ Jackson,M!sslsslppl ~ P. 601.790.0781 D ES I G N Peosooolo, Flocldo P. 850.203.4252 landscape architects www.was-deslgn.com Revision_, ___________ _ ~ ~ Revisions / Submissions _ 05.24.21 _a_lY_SU_B_MITT_AL ______ _ _ 09.24.21 ~a=lY~SU=B=MITT=AI.~------ -10.14.21 ~a=lY~SU=B=MITT=AI.~------ -12.22.21 _l_Oo_i_o_D_, ______ _ -03.24.22 ~9=0i~CD=•-------- -OB.03.22 RE:v 1 -TREE PRES/REMOVAL _ ~ ~IF=C=PIAN=S~------­ -03.21.24 PHASE 1 LANDSC~E AS-BUILT _ 10.17.25 PHASE 2 LANDSC~E AS-BUILT _ 11.24.25 PHASE 2 LANDSC~E AS-BUILT, 10~ Copyri!tJt 2021 WAS Design Inc. These documents and their contentsar1thepropertyofWASD11ign.M'jreproductions, revisions, modifications or use of these documents without the expresswrittenconsentofW~Desginisprohibitedbylow. SJW """" vw Project. Manager cw Principal 213163-124 Project No. 09.24.21 Date Sheet Trtle LANDSCAPE PLANTING REFERENCE MASTER PLAN Sheet No. LPlOO 40 53 34 64 35 39 70 36 62 52 66 7280 112 121 33 42 56 43 63 57 32 37 55 38 41 50 54 71 46 69 47 51 59 58 44 45 68 65 60 75 74 67 767778 6191 7379 90 113 118 114 115 119120 117 122 116 W W W W W W W W W W W W W W W W W W W W W W WW W W W W W W W W W W W WWWWWWWWW WW SS W W WW SS SS WW W W W W WWWWW W W W W W W W W W WW WW W W 106 108 110 11 2 114 115 116 11 7 11 8 100 102 10498 98 979899100102104 10 5106107108109110111112113114115115 121 122 12 3 12 4 12 4 1 120 12 1 122 116 117 118 119 121 122 123 11 0 104 105 106 107 108 109 110 111 99 100 102 104 106 112113114115116117 11 6 11 7 118 117118 W XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX WWSS WW WW WW W WWWWSS SS S S S SS SS SS SS WW W S SWWW WW S S S S SS SS SS SSSWWSS SS SS W SS SS SS SSS WSSSWW 120 121 122 118 123 123 124 124 120 118 118 119 119 119 121 122 123 WE T P O (P H A S 116 116 115 110 108 119 PH A S E 1 PH A S E 2 PHASE 2 PHASE 1 PH A S E 2 PH A S E 1 PH A S E 1 PH A S E 2 120 121 121 123 119 12 4 12 4 S SS SS SS S SS 116 114 113 118 116 114 11 2 11 1 11 6 11 4 11 2 11 0 110 10 8 108 110 112 114 116 117 108 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 99 118 120 122 S DAYBREAK TRAIL MO R N I N G MI S T W A Y DAYBREAK TRAIL 00 40'80' N O R T H Scale: 1"= 100' LANDSCAPE PLANTING PLAN1 © I I ~~L __ --~--=-~ • -r ---1 ~ C I I I I I I / I / / / I / I i ,, 't ,,. '"' "' I \ I ~ - - - -1 - - - -,.___.____ _J__ --- landscape architecture land planning plocemoking Foley, Alabama ~ ~ P. 251.948.7181 ii Mobile, Alabama P. 251.344.4023 i-Jackson,M!sslsslppl &.: ':illlf. ~ ~ P. 601.790.0781 D ES I G N Peosooolo, Flocldo P. 850.203.4252 landscape architects www.wos-deslgn.com Revision_, _______ _ ~ ~ Revisions / Submissions _ 05.24.21 =cm~SU=BM~ITTAL~---- -09.24.21 =cm~SU=BM=ITTAL~---- -10.14.21 _,c<m~SU=BM=ITTAL~---- -12.22.21 ~,o=oi~o=o, ____ _ _ 03.24.22 ~go=i=CD~• ____ _ _ OB.03.22 RE:v 1 -TREE PRES/REMOVAL _ ~ -"-IF,c.:CPIAN=S ____ _ _ 03.21.24 PHASE 1 LANDSC~E AS-BUILT _ 10.17.25 PHASE 2 LANDSC~E AS-BUILT _ 11.24.25 PHASE 2 LANDSC~E AS-BUILT, 10~ Copyri!tJt 2021 WAS Design Inc. These documents and their contentsar1thepropertyofWASD11ign.M'jreproductions, revisions, modifications or use of these documents without the expresswrittenconsentofW~Desginisprohibitedbylow. SJW """" vw Project. Manager cw Principal 213163-124 Project No. 09.24.21 Date Sheet Trtle LANDSCAPE PLANTING PLAN ENLARGEMENT Sheet No. LP203 20 6 40 15 18 19 3435 39 36 121 14 511127810 16 9 13 17 33 32 37 38 44 45118 139 119120122 141 140 143 142 138 WWWWWWWWWWWWWWWWWWWW WW W W W W W W W W W W W W W W W W W W W W W WW SS WW SS SS 118 121 119 120 121 117118119120 120 121 121 121 122 12 3 12 4 12 4 121 12 2 12 3 12 4 W W XXXXXXXXXXXXXXXXXXXXXXXX SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSWSSWWWSW WWSS WW WW WW W SS SS SSSS S SSSSWWW 118 119 120 121 122122 123 124 124 WE T P O N D # 2 (P H A S E 1 ) 121120119 122 123 123 PHASE 2 PHASE 1 PH A S E 1 PH A S E 2 W W PHASE 1 PHASE 2 WWWWWWW 1 121 SS SS SS SS SS SS SS SS SS SS SS SS 116 122 120 118 116 114 113 114 113 110 110 122 S W W SS SSSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S 118 120 122 AYBREAK TRAIL MORNING MIST WAY MO R N I N G MI S T W A Y 00 40'80' N O R T H Scale: 1"= 100' LANDSCAPE PLANTING PLAN1 © L ______________ 1 __________ _J_ I I / ·~----. I \ I I I I i 1 I I l =a::==~=l=:::;;;::=::::::::j::;;;c==~*=c=.=dc~-l-~-==~rl-r# .. =.===:±:===;::::l.:;;;;~~~d______._~~~~_:_~Pfr=~-~==~=lj ~~:'.::·· I I I I ___ L _____ :_~ _____ l ____ _ ALT DRIVE 751 RESERVED TO BE KEPT PERPEfUALLY FqR PUBLIC ROADWAY I ---------D D ..... B.ODK.....2J.......E.A..CE......13-=--~--------+.-+-~ D D BOOK 36 PAGE 270G ( SERVED PUBLIC ROADWAY WAS NOT DESCRIBED IN TH T WARRANTY DffD WITH RICH OF SURVIVORSHIP F M BENIK TO GUSTAFSON IN R AL PROPERTY K 491 ______ PGE85:!) ____ _ I -------------------<'___f =--~~---=----=I=----=-60' ~GRE~S~E-G~E~~ E:A~EMENT ~~~~~----------___________ --=-=-=---- IQ 5 -4 Q 2 -Q 3 -Q -Q Q Q -Q Q 4. Q Q 4 IO 5 --0 2 -0 3 -0 -0 0 0 -0 0 4. 0 0 2 1 0 5 -4 6 -0 2 -0 3 -0 -0 0 0 -0 0 4 . 0 0 6 t~;L:1~RfJiEM~~RiSS AND I PIN: 234268 I PIN: 226941 I PIN : 9989 MNTS03511 ATIL I. CORTE, Ill ATI O I. CORTE , Ill ATILIO I. RTE, 22725 T HWY 1 81 2272 ST HWY 181 22725 ST Y 1 landscape architecture land planning plocemoking Foley, Alabama ~ ~ P. 251.948.7181 ii Mobile, Alabama P. 251.344.4023 i .. ~ Jackson,M!sslsslppl &.: ~ P. 601.790.0781 D ES I G N Peosooolo, Flocldo P. 850.203.4252 landscape architects www.wos-deslgn.com Revision_, __________ _ ~ ~ Revisions / Submissions _ 05.24.21 _,a=lY~S=UB=MITT=AL,,__ ___ _ _ 09.24.21 _,a=lY~S=UB=MITT=AL,,__ ___ _ _ 10.14.21 _,a=lY~S=UB=MITT=AL,,__ ___ _ _ 12.22.21 ~,=oo~i =DD~• _____ _ _ oJ.24.22 _,9=oi~c=D•~----- -OB.03.22 RE:v 1 -TREE PRES/REMOVAL _ ~ .elF-"-C.,_,PIAN=,_S _____ _ _ 03.21.24 PHASE 1 LANDSC~E AS-BUILT _ 10.17.25 PHASE 2 LANDSC~E AS-BUILT _ 11.24.25 PHASE 2 LANDSC~E AS-BUILT, 10~ Copyri!tJt 2021 WAS Design Inc. These documents and their contentsar1thepropertyofWASD11ign.M'jreproductions, revisions, modifications or use of these documents without the expresswrittenconsentofW~Desginisprohibitedbylow. SJW """" vw Project. Manager cw Principal 213163-124 Project No. 09.24.21 Date Sheet Trtle LANDSCAPE PLANTING PLAN ENLARGEMENT Sheet No. LP204 81 95 80848583 969997101 111110 112 126 88 868789 9198 82 7 105 94100 93 107 104 102 92 108106 103 123 109 124128125 122127 30 ' B U F F E R ( T Y P ) W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWW W 109 110 111 113 114112 102 103 104 105 106 107 1089495969798991001018486889092 76 78 80 82 747172 70 7071 7273 7475767778 68 69 70 71 72 73 74 75 76 77 78 79 80 67 68 8889 90 91 92 93 94 95 96 97 98 99 10 0 10 2 10 4 10 6 10 8 11 4 11 5 11 6 11 7 118 119 120 86 88 90 92 94 96 98 10 0 10 1 10 2 10 3 10 4 10 5 10 6 10 7 10 8 10 9 11 0 11 1 11 4 11 5 11 6 11 7 11 8 11 9 12 0 121 122 75 76 78 80 82 84 70 71 72 73 74 69 76 77 78 79 80 83 84 85 86 71 72 73 74 75 70 G G XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X W W WWWWWWSSSSSS SS WW WWWWWW S S S SS S S WWWWWWWWWWWW WW W W S S S S S S SS SS S S S S SSSSSSSSWWWWWWWWWWSS S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 11 5 12011111 1 11 2 11 3 11 4 116 117 118 119 11 0 115 11 1 11 1 11 1 112 113 114 116 117 118 WE T P O N D # 3 (P H A S E 2 ) 110 112 114 115 30 ' B U F F E R ( T Y P ) 15.0' DRAINAGE EASEMENT 119118117113 S 11 0 10 8 10 6 10 4 10 2 10 0 98 95 95 98 10 0 10 2 10 4 10 6 10 7 10 7 10 6 10 4 10 2 10 0 98 96 94 92 90 88 86 10 6 71 7375 10 4 10 2 10 0 SS SS SS SS SS SS SS SS SS SS SS SS MO R N I N MI S T W A MORNING MIST WAY DAYBREAK TRAIL 00 40'80' N O R T H Scale: 1"= 100' LANDSCAPE PLANTING PLAN1 © I I I I I I :~~~s~rgneni~rc:hltec:ture ploc:emokingg ~~1~,~~~;~~1 Mobile, Alobomo P. 251.344.4023 DE ':llllf.~ ~Joc:kson M SIGN P. 601.79o'.~~;~lppl Pensocol landscape P. aso.2Z:,.~~rgo architects www.wos-deslgn.com Sheet Trtle LANDSCAPE PLANTING PLAN ENLARGEMENT Sheet No. LP205 132 137 139133 131 145146 129 130 134 147 136135 143 142 138 144148 30 ' B U F F E R ( T Y P ) W W W W W W W WWWWWWWWWWWWWWW W 10 7 10 8 10 9 11 0 11 1 11 2 11 3 11 4 11 5 116 117 118 99 10 0 10 1 10 2 10 3 10 4 10 5 10 6 94 95 96 97 9892938485868788899091 81 8283 119 103 104 10 5 10 6 10 8 109 110 111 112 113 114 115 11 6 11 7 118 11 9 12 0 121 99 100 101 102 85 86 88 90 92 94 96 97 98 99 10 0 75 76 78 80 8 73 74 W XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSS WWSSSSSSSS S S w W W W W W W W SSSSSS S W W W W W W W SS SS SS SS SS SS SS SS SS SS 11 0 110 115 107 108 108 109 10 9 11 1 11 2 113 114 116 117 118 119 115113109 115 110 30 ' B U F F E R T 15.0' DRAINAGE EASEMENT 15.0' DRAINAGE EASEMENT 15.0' DRAINAGE EASEMENT W W PHASE 1 PHASE 2 W W WWWWWWWWWWWWWW 116 11 0 10 8 95 98 10 0 10 2 2 10 0 98 96 94 92 90 88 86 10 6 10 4 10 2 10 0 9896949290 102 104 106 10 8 100 SS SS SS SSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS 88 118 120 122 MORNING MIST WAY MO R N I N G MI S T W A Y w w 00 40'80' N O R T H Scale: 1"= 100' LANDSCAPE PLANTING PLAN1 © 60' INGRESS, EGRESS AND UTILITY EASEMENT /NSTRUMEN T 503511 0-0 -4 0 --\---- \ 0 \ \ \ 0 0 \ \ 004, I 0 I I I I I I I \1 1 0 .~ 01 \ ----1--------1i• - -- - \ --------'- 06 05-4 I L 02-03-0-000-004.00 PIN: 234268 ATIL I. CORTE, Ill 22725 T HWY 1B 1 FAIRHOPE, AL 36532 INSTRLJMEN 526534 landscape architecture land planning plocemoking Foley, Alabama ~ ~ P. 251.948.7181 ii Mobile, Alabama P. 251.344.4023 i .. ~ Jackson,M!sslsslppl &.: ~ P. 601.790.0781 D ES I G N Peosooolo, Flocldo P. 850.203.4252 landscape architects www.wos-deslgn.com Revision_, _________ _ ~ ~ Revisions / Submissions _ 05.24.21 _a_lY_SU_BM_ITT_AL ____ _ _ 09.24.21 _a_lY_SU_BM_ITT_AL ____ _ _ 10.14.21 ~a~lY~SU=BM=ITT=AL~---- -12.22.21 _,o_oi_o_o, _____ _ _ oJ.24.22 _go_i_c_o, _____ _ _ OB.03.22 RE:v 1 -TREE PRES/REMOVAL _ ~ ~IF~C =PIAN=S~----- -03.21.24 PHASE 1 LANDSC~E AS-BUILT _ 10.17.25 PHASE 2 LANDSC~E AS-BUILT _ 11.24.25 PHASE 2 LANDSC~E AS-BUILT, 10~ Copyri!tJt 2021 WAS Design Inc. These documents and their contentsar1thepropertyofWASD11ign.M'jreproductions, revisions, modifications or use of these documents without the expresswrittenconsentofW~Desginisprohibitedbylow. SJW ""''" vw Project. Manager cw Principal 213163-124 Project No. 09.24.21 Date Sheet Trtle LANDSCAPE PLANTING PLAN ENLARGEMENT Sheet No. LP206 SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS TREES BH 6 BETULA NIGRA MINIMUM 3 TRUNKS, FULL HEAD RIVER BIRCH 15 GAL 8`-10`MINIMUM 3 TRUNKS, FULL HEAD LN 1 LAGERSTROEMIA INDICA `NATCHEZ` MINIMUM 3 TRUNKS; FULL HEAD `NATCHEZ` CRAPE MYRTLE 30 GAL 8`-10`MINIMUM 3 TRUNKS; FULL HEAD LT 8 LIRIODENDRON TULIPIFERA FULL HEAD, SPECIMEN QUALITY TULIP TREE 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY QV 8 QUERCUS VIRGINIANA FULL HEAD, SPECIMEN QUALITY SOUTHERN LIVE OAK 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY TD 9 TAXODIUM DISTICHUM FULL HEAD, SPECIMEN QUALITY BALD CYPRESS 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT HT SPACING REMARKS SOD/SEED SOD 124,350 SF CYNODON DACTYLON `TIFWAY 419` TIFWAY 419 BERMUDA GRASS SOD SEED 43,325 SF SEED PERMANENT STABLE PERENNIAL VEGETATION PERENNIAL VEGETATION SEED PERMANENT STABLE PERENNIAL VEGETATION PLANT SCHEDULE PHASE 2 COMMON AREA SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONT CAL HT REMARKS TREES LT 10 LIRIODENDRON TULIPIFERA FULL HEAD, SPECIMEN QUALITY TULIP TREE 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY QN 35 QUERCUS NUTTALLII FULL HEAD, SPECIMEN QUALITY NUTTALL OAK 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY QS 36 QUERCUS SHUMARDII FULL HEAD, SPECIMEN QUALITY SHUMARD RED OAK 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY CP2 36 ULMUS AMERICANA `FLORIDANA` FULL HEAD, SPECIMEN QUALITY FLORIDA ELM 15 GAL 1.5" - 2" 10`-12`FULL HEAD, SPECIMEN QUALITY PLANT SCHEDULE PHASE 2 STREET TREES 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 FINISHED GRADE 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 4 329343.26-02 GENERAL PLANTING NOTES 1" = 1" x x x x x x x x x x x x x x x x x x x x 1 329399-05 © SHRUB PLANTING6 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. x x 3 329343-01 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 SCALE5 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"329413.23-027 GROUNDCOVER PLANTING 3" = 1'-0" PLANT SPACING PER PLAN/PLANT SCHEDULE 2" MULCH INSTALLED BEFORE PLANTING (PINE BARK MINI-NUGGETS ACCEPTABLE FOR INITIAL PLANTING IF TIGHT SPACING NECESSITATES ITS USE.) PREPARE BED PER SPECS UNDISTURBED SUBGRADE 329313-012 GENERAi CONDITIONS 0 0 0 0 0 0 0 0 0 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 SOIL SHALL BE AMENDED BY THE ADDlllON OF COMPOST AND FERTILIZER. 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 COMPOST UNIFORMLY IN PLANTING BEDS TO A DEPTH OF 6 INCHES AND IN SOD AREAS TO A DEPTH OF 3 INCHES USING A ROTARY TILLER OR OTHER APPROPRIATE EQUIPMENT. PRE-PLANT FERTILIZER AND PH ADJJSTING AGENTS (E.G., LIME AND SULFUR) MAY BE APPLIED IN CONJUNCTION WITH COMPOST INCORPORATION, AS NECESSARY. RAKE SOIL SURFACE SMOOTH PRIOR TO PLANTING. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERlY. 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. Pl ANT MATERIAi ANO Pl ANTING PLANT QUANTITIES ARE OFFERED AS A CONVENIENCE TO THE CONTRACTOR, ANO ARE NOT ABSOLUTE. CONTRACTOR SHALL VERIFY PLANT COUNT FROM PLAN AND REPORT DIFFERENCES. ALL PLANT MATERIALS ARE SUBJECT TO APPROVAL OR REFUSAL BY THE OWNER OR LANDSCAPE ARCHITECT AT THE JOB SITE. PLANTS SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM INJURY, INSECTS AND DISEASES. PLANTS SHALL EQUAL OR SURPASS 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 SHA.LL 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: □ 3• DEPTH PINE BARK □ 4 • DEPTH SHREDDED HARDWOOD MULCH C8J 3• DEPTH LONGLEAF PINESTRAW, SETTLED TRENCH EDGE TO BE LOCATED BETWEEN ALL PLANTING AREAS AND LAWN, UNLESS NOTED OTHERWISE. TREE STAKING SHALL BE PROVIDED TO KEEP TREES PLUMB AND PROTECTED 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. of.------------ FORM 3" CONTINUOUS SAUCER AROUND PLANTING PIT 2 X ROOTBALL 111=-11- NTING TABLETS, RIFORM OR EQUAL, PER MANUF. RECOMMENDATIONS. BACKFILL WrTH A MIXTURE OF PLANTING PIT SPOIL AND PREPARED PLANTING 1--------SOIL, PER SPECS, FROM ADJACENT PLANTING AREA UNDISTURBED SUBGRADE O~1-•--1-•--if---------------:D:::ET:CA'::'IL--=Fl:-:LE:- Qi-------- ~ STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPORT WIRE SHALL NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES of------- =ww~ I lffiU , ~~~--11r=-,, 0-----01--------01-------- landscape architecture land planning plocemaking Foley, Alabama ~ ~ P. 251.948.7181 ii Mobile, Alabama P. 251.344.4023 i .. ~ Jockson,M!sslsslppl &.: ~ P. 601.790.0781 D ES I G N Peosooolo, Flocldo P. 850.203.4252 landscape architects www.wos-deslgn.com Revision_, ___________ _ ~ ~ Revisions/ Submissions _ 05.24.21 _a_lY_SU_B_MITT_AL _____ _ _ 09.24.21 _a_lY_SU_B_MITT_AL _____ _ _ 10.14.21 0a=1Y~SU=B=MITT=AI.~----- -12.22.21 _1_oo_i_D_D_, ______ _ _ 03.24.22 _9_0i_CD_s _______ _ _ 0B.03.22 RE:v 1 -TREE PRES/REMOVAL _ ~ 0IF~C~PIAN=~S ______ _ _ 03.21.24 PHASE 1 LANDSC~E AS-BUILT _ 10.17.25 PHASE 2 LANDSC~E AS-BUILT _ 11.24.25 PHASE 2 LANDSC~E AS-BUILT, 100,C Copyri!tJt 2021 WAS Design Inc. These documents and their contentsar1thepropertyofWASD11ign.M'jreproductions, revisions, modifications or use of these documents without the expresswrittenconsentofW~Desginisprohibitedbylow. SJW """" vw Project. Manager cw Principal 213163-124 Project No. 09.24.21 Date Sheet Trtle LANDSCAPE PLANTING DETAILS Sheet No. LP500 City of Fairhope Planning Commission December 1, 2025 SD 25.19 -Dresden Woods ' • '· r. -.~.­ .: ' ' .. ' lproiect Name: Dresden Fa rms \site Data: 4.62 acres Project Type: Preliminary plat approval of 4-lot subdivision Jurisdiction : Fairhope Planning Jurisdiction Zonina District: R-1 Low Density Single-Family Residential District PPIN Number: 43888 General location: Northeast corner of Bishop Road and Gayfer Road Extension Surve'{_or ot Record: Dewberry Eng_ineer ot Record: Dewberry O wner I Developer: James Mand SM Scopolites School District: Fairhope Elementary School Fairhope Midd le and High Schools - Recommendation: - Approved w/ Conditions Pre pared bv: Name : M ichelle Melton Null --Road c::::J PUD -Planned Unit Development D R-1 Low Density Single-Family D R-3 High Density Single-family -R-4 Low Density Multi-Family LJ Parcel D Corporate Limit N ~ WWE N & WW E s Docuslgn Envelope ID: EE98924E-E700-477F-9E25-5F6888707183 Pa&• 5 of 10 APPLICATION FOR SUBDMSION PLAT APPROVAL Application Type: O Village Subdivision 0 Preliminary Plat O Minor Subdivision O Infonnal (No Fee) 0 Final Plat O Multiple Occupancy Project Attachments: '21 Articles of Incorporation or List all associated investors Date of Application: _0_91_23/20_25 _____ _ Property Owner / Leaseholder Information Name of Property Owner: Scopolltes, James Mand s M Phone Number: Address of Property Owner: _8_6_11_G_a....,.yf_e_r_A_ve_E_xt _____________ _ City: Fairhope State: AL Zip: 36532 Proposed Subdivision Name: _D_re_s_de_n_W_o_od_s _______________ _ No. Acres in Plat: _4"""".6_2 ________ No. Lots/Units: _4 ______ _ Parcel No: 05-46-02-09-0-0oo-01s.ooo Current Zoning: _R_-1 ______ _ Authorized Agent Information Plat muat be signed by the proper1y owner before acceptance by the City of .Fairhope Name of Authorized Agent: Dewberry Phone Number: 251-990-9950 Address: 25353 Friendship Road City: Daphne State: AL Zip : _3_65_2_6 __ _ Contact Person: Cathy Barnette Surveyor/Engineer Information Name of Firm: Dewberry Phone Number: 251-990-9950 Address: 25353 Friendship Road City: Daphne State: AL Zip: _3_65_2_6 __ _ Contact Person: Victor Germain I Jason Estes Plat Fee Calculation: Reference: Ordinance 1269 Signatures: I certify that I am the property owner /leaseholder of the above described property and hereby submit this plat to the City for review. *If property is owned by Fairhope Single Tax Corp. an authorized Single Tax representative shall sign this application. Nicole Scopolites, Adm. of the Estate of James M. Scopolites Property Owner/Leaseholder Printed Name 10/27/2025 Date MIA Suriiu, lt.. ,f 11,..t. €4.h. ,f j.,.u "'4.. S~1 ~-~ ---gnature Fairhope Single Tax Corp. (If Applicable) I Dewberry· October 27, 2025 City of Fairhope Planning & Zoning 451 Pecan Ave, Ste 200 Fairhope, AL 36532 RE: Dresden Woods Preliminary Plat Application To Whom It May Concern: Dewberry Engineers Inc. 251 .990.9950 25353 Friendship Road 251 .990.9910 fax Daphne, AL 36526 www.dewberry.com Please find enclosed a Preliminary Plat Application for DRESDEN WOODS PRELIMINARY PLAT. The attached documents are summarized below: 1. Check in the amount of: $1,300.00 o $1,000 + ($75 x 4 lots) 2. Preliminary Plat Application and Checklist 3. Certificate of County Zoning and Memo of Transmittal - N / A 4. Title 5. Articles of Incorporation - N / A 6. Fairhope Business License and Insurance 7. Drainage Narrative 8. 0 & M Plan -letter attached 9. Fairhope Utilities Will Serve Letter 10. Adjacent Property Owners Labels and Certification of APO List 11. Aerial with Topographic Overlay 12. (2 Full Size) Preliminary Plat 13. (1 Full Size) Boundary Survey 14. (2 Full Size) Construction Plans to include: Drainage Plan, BMP, Street, Pedestrian Circulation, Landscape Plan, Utility Plans and Profiles, and Street Lighting Plan 15. Landscape Plan -N / A 16. One drive link sent via email to cynthia.beaudreau@fairho peal.gov With this submittal we request to be placed on the age nda for the next regularly scheduled Planning Commission Meeting. We look forward to meeting with you prior to that meeting date to discuss any comments the City may have. Cc: File(50189049) Page I of I Page 6 of 10 Preliminary Plat Application Checklist* *This checklist is intended for convenience purposes only. Refer to the Subdivision Regulations for a complete li st of re q uirements. ~2 Copies of the Plat 1!'f J. Sets of construction plans rs¥ I Copy of the plat in PDF format on disk via one drive V Subdivision Application with Articles of Incorporation Attached no articles needed '0. Errors and Omission Insurance ~ Drainage Plan (stand alone document) !l O & M Plan ~ BMP Plan (stand alone document) ):! Street Plan no new streets vi Pede strian Circulation Plan ~ Landscape Plan including street trees and tree preservation plan (stand alone document) }(Traffic Study, if applicable (stand alone document) -~Aerial With Topographic Overlay YI Utility plans and Profiles )(A street lighting plan N/A -lighting installed )(Proof of Receipt from the County, if applicable N/A ~Certificate of County Zoning, (must be signed and zoning o f property, if any, indicated) N/A ~Memorandum of Transmittal signed indicating County 's receipt of plat/plans for development being submitted before Planning Commission. N/A VFlow Modeling )( Other engineering and pertinent documents: (including but not limited to Floodplain/tloodway information, CLOMR, LOMR applications or correspondence, wetlands reports, and ADEM correspondence, ADEM Notifications, ALDOT correspondence, etc.) N/A -at this time }(All applicable permits (e.g . ALDOT, ADEM, COE, etc .) NIA -at this time Please note that if your site is located outside the City of Fairhope limits , but in the planning jurisdiction, the County documentation is required and your application will be considered incomplete without the County documentation. Page 8 of 10 N/A CERTIFICATE OF COUNTY ZONING To: Fairhope Planning Commission This Zoning Certificate is issued for the subject lands the description of which has been furnished by the developer's surveyor/ engineer. Subdivider's Name Name of Designer Name of Development Tax Parcel I. D . # Location of Subdivision proposed: The subject property lies within Baldwin County Zoning District No. ------- D Zoned ___ For ---,-,,------,--,-----,----- (Type of d evelopment) D Currently has no zoning established Name of Chairperson for this District: By: Date For the County Zoning Officer Page 9 of 10 N/A MEMORANDUM OF TRANSMITTAL Date: To: Fairhope Planning Commission Applicant certifies that submittals have been made for the following identified extra-territorial development to the Baldwin County Engineer and the County Planning Officer as evidenced by the certificate affixed below: Name of Subdivision: Signature of Applicant: I, the undersigned, hereby acknowledge receipt of plat and/or plans for the proposed development named above. (Signature on this acknowledgement shall not constitute any approval of such plans whatsoever.) Received: Date By: For the Engineer/Planner SD 25.19 –Dresden Woods Subdivision December 1, 2025 Page 1 of 8 SUMMARY OF REQUEST Public hearing to consider the request of Dewberry, on behalf of the owners, James M and SM Scopolites, for preliminary plat approval of Dresden Woods, a 4-lot subdivision. The property is zoned R-1 – Low Density Single-Family Residential District. The property is approximately 4.62 acres and is located on the northeast corner of Bishop Road and Gayfer Road Extension. SITE HISTORY SD 20.18 involved subject property in a 3-lot minor SD that was originally tabled by the Planning Commission in May 2020 due to concern about the configuration of the lots, proximity to a fire hydrant, and construction of sidewalks. It was ultimately approved at the June 1, 2020, Planning Commission with partial acceptance of the fire hydrant and sidewalk waivers with the following conditions: a. Sidewalks and a fire hydrant must be installed on the proposed lot “2” ROW at the time of any vertical construction activities and shall be a condition of receiving final occupancy approval. b. Sidewalks must be installed on the proposed Lot 1 and Lot 2 ROW at the time of any vertical construction or class 3 renovation of existing structures on proposed Lot 1 and Lot 2, and installation of sidewalks shall be a condition of receiving final occupancy approval. c. A signature block for the City of Fairhope Building Official shall be included on the plat. Subject property was annexed into the City via Ordinance 1787 on December 20, 2023. SD 24.16 involved subject property in preliminary and final approval of Gayfer Place Phase Two, a 2-lot minor subdivision, which was approved with the following conditions: a. Installation of sidewalk along Gayfer Avenue (Road) Extension the length of the property b. Label new lot 2-B instead of Lot 3-B c. Change subdivision name to “Gayfer Place II, A Subdivision of Lot 2 of Gayfer Place Subdivision”. It does not appear that the plat for Gayfer Place Subdivision Phase II was ever recorded. STAFF COMMENTS The purpose of this request is to create four (4) legal lots of record from two (2) existing lots that are Gayfer Place (Phase 2) Subdivision. Proposed Lots 1 and 2 face Bishop Road. Proposed Lots 3 and 4 face Gayfer Road Extension. Both roads are Baldwin County maintained ROWs. As such, it should be noted that all work performed within County ROW will require permitting from the Baldwin County Highway Department. The preliminary plat illustrates a compliant minimum lot width for all proposed lots and properly labels lot area for all lots in both square feet and acres. If approved, this information should be retained on the Final Plat; or provision of a table on the Final Plat with the same information will suffice. The preliminary plat illustrates a 40’ front yard setback along Bishop Road and a 45’ front setback along Gayfer Road Extension. R-1 requires a 40’ front setback. SD 24.16 is a previous subdivision of the subject property after it annexed into the City as R-1. The preliminary plat for SD 24.16 (Gayfer Place Subdivision, Phase II) also SD 25.19 –Dresden Woods Subdivision December 1, 2025 Page 2 of 8 had a 40’ front setback off Gayfer Road Extension; however, that plat was not recorded. The front setback for proposed Lots 3 and 4 should be 40’ not 45’. See Exhibits. The proposed preliminary plat also has a highway construction setback of 75’ along Gayfer Road Extension. Previous subdivisions of the subject property did not have a 75’ highway construction setback off Gayfer Road Extension. See Exhibits. Applicant needs to confirm that there is a highway construction setback on Gayfer Road Extension through Baldwin County and provide the confirmation (or not) to the City with the Final Plat application. In addition, there are correct 10-foot side yard setbacks and 35-foot rear yard setbacks for all proposed lots, in compliance with Article V Section E.4.a of the Subdivision Regulations and Article III Section C.1. of the Zoning Ordinance. Various access and utility easements are depicted on the preliminary plat. A note should be added to the Final Plat, if this application is approved, that no structures shall be constructed in any easement without permission of the easement holder. A condition of approval of SD 24.16 Gayfer Place Subdivision, Phase II is that driveway access for Lot 1 shall be within 30 ft of the northern property line of Lot 1. There is currently a note stating this on the proposed preliminary plat and if the current application for Dresden Woods Subdivision is approved, a note should be placed on the Final Plat stating the same. There are no common areas proposed with this subdivision. Common areas shall be added to the proposed plat in order to accommodate drainage and greenspace. All four (4) proposed lots are within 450’ of a fire hydrant. Utilities All work and connections within Baldwin County rights-of-way require permitting from the Baldwin County Highway Department. Utility service providers for the subject site include Fairhope Utilities for electric, water, sewer, and gas, as well as AT&T for communications. Existing overhead power lines on proposed Lot 4 shall be removed before approval of the Final Plat. Applicant is currently working with Fairhope Utilities to satisfy this condition. Water and sewer connections will be subject to all applicable tap fees and system development charges (SDCs), and any required infrastructure improvements will be the developer’s responsibility. The current residence on proposed Lot 4 is on a septic system. Low pressure sewer service is available; however, the developer is responsible for the installation of the low-pressure sewer along Gayfer Road Extension. This necessity for additional infrastructure makes this subdivision application a major subdivision application with preliminary and final plat approval. Gas service installation for the subdivision will also be determined based on final drawings. Traffic A traffic letter was submitted with the application and is attached to this packet. As proposed the 4-lot subdivision is estimated to generate thirty-nine (39) trips daily, which is well below the 1,000-trip threshold. As such, no further traffic study was conducted. SD 25.19 –Dresden Woods Subdivision December 1, 2025 Page 3 of 8 Drainage A Drainage Narrative is included in the packet. Currently, stormwater runs off drains to the grady pond in the center, then drains north towards Fly Creek. There is a natural drainage ditch that allows stormwater to flow between the grady pond and ROW (ditch). There are four (4) drainage pipes along the north side of Gayfer Road Extension within the ROW. There the stormwater runoff is directed to a culvert that drains under Gayfer Road Extension. The Drainage Narrative states that the addition of four (4) houses and driveways will create a minimal increase in stormwater runoff for the site. Wetlands The Applicant submitted a wetland delineation report dated July 7, 2025. One of the sampled areas is within a wetland. The Applicant was unable to receive a formal delineation from the Army Corps of Engineers (USACE) confirming the report, and as such, has elected to voluntarily include a 30-foot wetland buffer in accordance with Article V, Section F.4. of the Subdivision Regulations. As such, if approved, the 30-foot wetland buffer should be retained on the Final Plat. Greenspace The subject site has less than two (2) units per acre, which requires a minimum of 10% greenspace area in accordance with Article V, Section C, of the Subdivision Regulations. Applicant has submitted a greenspace plan with this application. The proposed greenspace plan needs to be revised in accordance with Article V, Section C, of the Subdivision Regulations. For example, the type of greenspace needs to be identified per Table 4-1 “Greenspace Categories and Types” and indicated on the Final Plat as a public access and use easement. As proposed, the Greenspace plan does not meet the requirements of the Fairhope Subdivision Regulations. The wetlands as shown, if non-jurisdictional, meet the 10% requirements of a Preserve. If the Corp. determines the wetlands are jurisdictional, more Greenspace may be required prior to Final Plat application. Connectivity The installation of sidewalks has been an issue for the subject property’s prior subdivisions. There are not any sidewalks installed directly adjacent to the subject property. There is an existing sidewalk along the south side of Gayfer Road Extension. SD 20.18 (Slide 2731-A) requires sidewalks to be installed at the time of vertical construction or class 3 renovation of existing structures on then existing Lots 1 and 2. Moreover, installation of sidewalks is a condition of final occupancy approval. SD 24.16 further required as a condition of approval that a sidewalk be installed the length of Gayfer Road Extension that is adjacent to subject property. Again, that plat was not recorded. Nonetheless, the Planning Commission did require the installation and that requirement could be a condition for approval of the current subdivision application at hand. Applicant has included a 15’ drainage/utility/sidewalk easement along both Bishop Road and Gayfer Road Extension. Staff recommends sidewalks be installed prior to application for Final Plat approval. . SD 25.19 –Dresden Woods Subdivision December 1, 2025 Page 4 of 8 SUBDIVISION CONSIDERATIONS Standards of Review: In accordance with Article V.B.2 of the City of Fairhope Subdivision Regulations the Planning Commission shall not approve the subdivision of land if the Commission makes a finding that such land is not suitable for platting and development as proposed, due to any of the following: a) The proposed subdivision is not consistent with the City’s Comprehensive Plan, and/or the City’s Zoning ordinance, where applicable; b) The proposed subdivision is not consistent with the City’s Comprehensive Plan or any other plan or program for the physical development of the City including but not limited to a Master Street Plan, a Parks Plan, a Bicycle Plan, a Pedestrian Plan, or the Capital Improvements Program; c) The proposed subdivision is not consistent with these Regulations; d) The proposed subdivision is not consistent with other applicable state or federal laws and regulations; or e) The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” Recommendation: Staff recommends APPROVAL of SD 25.19 Dresden Woods preliminary plat with the following conditions: 1. Removal of all structures located on Lot 4 prior to Final Plat Application; 2. Removal of overhead power lines on Lot 4 prior to Final Plat Application; 3. Confirmation from Baldwin County of 75’ highway construction setback along Gayfer Road Extension; 4. Consent from Baldwin County to any work proposed in the ROWs; 5. A revised Greenspace plan shall be submitted showing accurate labeling and calculations for greenspace types and area being counted for greenspace to demonstrate compliance with Article V Section C Table 4- 1 of the Subdivision Regulations; and 6. Sidewalks be installed prior to application for Final Plat approval. 7. Addition of Common Areas to accommodate drainage and greenspace. EXHIBITS SD 25.19 – Dresden Woods December 1, 2025 Page 5 of 8 Excerpt from Table 3-2: Dimension Table – Lots and Principle Structure Dimension District or Use Per Acre (UPA) Setback Setback Setback Setback All Structures Height 3 acres/ - 198’ 75’ 75’ 25’ 50’ none 30’ 15,000 s.f./ - 100’ 40’ 35’ 10’ b 20’ 40% 30’ a 40,000 s.f./ - 120’ 30’ 30’ 10’ b 20’ 25% 35’ 30,000 s.f./ - 100’ 30’ 30’ 10’ b 20’ 25% 35’ 20,000 s.f./ - 80’ 30’ 30’ 10’ b 20’ 25% 35’ EXHIBITS SD 25.19 – Dresden Woods December 1, 2025 Page 6 of 8 Preliminary Plat for Dresden Woods SD 24.16 Gayfer Place Subdivision, Phase II (approved and unrecorded plat) " i i i f "'. ~ ~ .1 <>: ii "" I 0 iJ1 "' OJ ~E lil ~ i *; t ~---e olfll) ~~L fl'oo:lod h «i LO'!' , ..... ~cm r,i,Ki --~os.on• U;.o>tll<Ot b::lttm 1 1Lre Hydr.11 \ tor t ~YFER Ft.J,CE Rff«-Clld snne 27.l l-.A ---~-~ 4· ~~J ~M ,'::':"!'~ . . EXHIBITS SD 25.19 – Dresden Woods December 1, 2025 Page 7 of 8 SD 20.18 Gayfer Place Subdivision (Recorded as Slide 2731-A) Lot 9 .------ M eg• 57' -4-5 " w ett.oe· GAYFER ROAD EXTENSION EXHIBITS SD 25.19 – Dresden Woods December 1, 2025 Page 8 of 8 Proposed Greenspace Plan fJ !l70 f 1' U ~AI,. 21.15SSF -~ OWNER: SCOPOI..ITES, JAAl[S U. UCGR£GOR, MORtn'S 0. CHESNUT. MARY V. 8611 GAYFf:R ,cl\.'i" £XT" FJJRHOPf., AL J65J2 PARCEi.. /()5-4:~-02-09- 0-000-016.000 l ONW(;• ,.,_, 1,.ow,11£1ri51TY ~Q.£ f(l.'tNtr !?£5KJOffiJl '()tSrR,'t:T S(Ju(+CE, a r~ tJf FA_tf'iHOPf:. PUB.UC LONll.'G ~T MAfl pff"C#'EffTY IS Loe.om JN 5f'C':1l'QN oa. llJM(Sf!IP 6 S(jfJfH, (fAHGE , £.AST, GAI.D~ GOUIJTY. Al.AB!,1.1.4 VICINITY MAP r • -1 M//E /..OT 10 RIVENBARK, R I.. £TAI.. 5841 RJVEN(MFIJ( tfi FAIRHOPE, AL JS!JJ2 PARCEi.. ,05-#i-02-t>9-0-000-016. or I 125.14' {I.I) 125,00' (R) t:EfWFICA TE or APPROVAL B r arr OF ,~IFIHOPf:;(WATER) 1• C11F 111E l."!OER-Slht-.iED. !IS .-\LITHORl'Z"EO fl~ lHt: Cl"N CF f AIRl10PE Mmt!H' M>PROVES THt: Wlll•ut~ PLAT F"QR TI--IE QCC(:fl:ONG OF SA.\!.E It+ ll:IE PAOEIATE CfFIC£ OF 86,lJ)\t,fN COJNT"t, oll A9A~A. THIS __ OAY OF' _________ 21) .. , Ct//nFICl,;t ot· -'PPROVA/. 8'r Tl/£ CIT'r QI' l'/VFll!QPe, (CAS) THE UNt.~SIGNED. AS NJTHM l2EO BY THE CITY OF H IRH<W'E HEJilEB'I Af'-~OV"ES THE 'Mll11N f'LAT Fefi THE RECORDING" OF &AME IN TliE p~"TE. OFACE OF 8AI..D'111N coumY, 1'LJ.f;V,MA. Tl<IS __ OAY OF"--------~ 7025 MEADOWBROOK UNIT D (llBK. 11. PG. 61) /..OT 9 PROIAOENC£ Pl.AC£ CON()() 8550 SWTHWO<XJ CT fAJRHOP£, Al.. J65J2 PARCEi.. /!()5-#i-02 -09-0-000-016.0FO 262.55' (M) 262.87' (Ir) CER71F1G/JTE OF /lPPROVAL BY THE Pl..WNtNG DIRECTOR OF FAIRHOPE,. AU18AMA lliE UNCER~IGNE.tl. f..'S "-UTHGIRJZEO BY THt CITY Cf" F".i..;:HilPE Pl...Atf~Jffc; t'O~M!SSION--.. HE:KEBY. APPROi..e, lHE: 'NTHlN 'U:-PLAT Cf" THE: RECOROINtl OF THE SAM£ IN -n:!E CfFlr.lAL G'f" ·TH_E .JUDtc OF PR08AlE: OF 8 Al.1'lYllt• c,oc,ti;r r . .AI.A8AM-' 9~ ,i}l~OV,'il OF ll--llS ~L.>,T lHE PI...AliNING DIRECTOR OF FAIRHOPE ASSV~ES NO ~EsPO>JSl9llll'I FOR S\IRVEY Elffi~s CR FOR OEfEC.TS OR" OEFIOENC:Jf'S JN lHE: ilTtE TO Jt1 E PROPERTY AFFEC TED BY THIS PL.AT AAiJ ,'.tlY SUCH RESP Otts.IOI UTY IS HEREilY ~F"RRM,t,TM:1... 'I· ij1$Cl ,11JMEO, n..AtOIINQ 0IREC~ OAlE LOT 8 PfrTMAN, CA THEfflN£ P 184.JO GRffNO RD FAIRHOPE. Al.. J65.J2 PARCEL J05--48-02-09- 0-00<>-016.010 ,. C11F LOT 44 ROBE.RTS, OCNOVAN A ETAL ROBERTS. KATEl..m Al 8600 BROOK LN FAJR/-KX'E, AL J65J2 PARCEL #05-46-02-01- 0-000-016,0$4 tT5: ________ _ <:£RT!f1CA i'E OF NOfAIIY f'Ufl/.1(; 5T,ATI: a:-~LA..IU,t.1-' COiJNlY OF 8A.U}l'll~ '----~-----'A ~OTAR't' PUBLIC IN /11',10 FUR THE C"Ovtfrr Cf ~==~~=~-. IN THE STA. TE OF il,L"-8AMA 00 CERTIFY 1HJr, T ~E Ji ollME{S) IS ~~A~Jf~~ ~~~c~r~o~ ?tt~~ot; :~~ ~~~~:n]tt~~E'51~E D~~1t ~~• !cil ~Kc~E TH.._T HE/Sl::1E (n--t.EY) SIGNED, S EAL.EU AND DEU\ffiED SAID INi.T?UND(T ,AiT \.il5ft--lER ,(TI--IEIR) ~EE ~ \ICWNT A.;V ;.OT F'CR lHE USES A"O P1.lR"?OSES TH_ffiElN SET FORTH (;I\JEH u•ii,a. IJY HA,,lt) ,O,IO NOTAAIAL 5 E,l,l THIS --o,Y Of _______ 2020. NOTARY P'Jeue llEADOllllROOK UNIT l (MBK. 11, PG. 105) /..OT 4$ I..UCAS. DAMU K £.TVX BRANOY J MCKEE 8818BROOl<.LN fAIRhOP£, Al.. .J65:J2 PARCEi.. ,0~46-02-09-0-000-016. 05$ LOT ,f6 /..OT 47 LOI" 48 COltl£S, RACl-/£1.. A 8680 8"0()/( I.II FAIRHOPE, AL J65J2 PliRCE.L l(JS-4:6-02-09 - 0-000-016.056 BYFm MAR'r'PRATT TURN£.R 8842 8ROOI< LN FAIRHOPE. AL ~J2 PARC!/.. /!()5--46-02-09- 0-~016..057 ~roN UAJ..COU,I J 8854 BROCK LN f.AJRHOP£, AL J6.5J2 PliRC£1. /()5--46-02-09- ~016..058 ,•cn,c CENERAL NOTES: J>.2' (R} J5.IQ' {U) •/Y"" - I . A NISHEO Fl..OOR EILVATION SHALL 6 E 15• "80\'E HIGHEST GRADE NEXT TO PROPOSED RESIDENCE. 2. SIOEWM..KS SHAU. BE INSTALLED PRIOR TO APPROVAL OF CE:RilflC,'.TE OF OCCUPANCY FOR HOME: CONSTRUCTION. FLOOO ZONE INFOf/MA T10N! :sEr: 0:E~g :~~:E~ ~~~~~~ i~~c°E i~~ ™E '4-\'PS OF B,,_L.!lVi1>4 COlflHY, Al../!8NI.A, W.P t«Jf.'=IEI, OIOOJ00!5-'2M, COMMUNITY ~tAi3Elt Oi6000-. t'Mfa. NUMBE:i4 0642. Sl.l1'19X-M A."ID MAIJ ~UM6Elt D I00.3'0064.flM .. COl.ll,llt.lNIPf NOYBER 015000, !IAAB.. ~UM6Elt 05~4, SUFRX IA.. \IAPS EFFECTIVE DATE APRIL '19. 2019, OESICN ENtl LOT -49 DAWS .AJDITU ANN HAL DA IAS. HE.A mER 2907 OW 8AftN CIR S£ 0 11£"N'S CROSSROADS, AL J!J76J PARCEL 1{)5--46-02-09- 0-000-0F6.059 /..OT 49 D£J.ORTO. VICK/£ L 8682 BROOK LN FAIRHOP£, Al.. J6'-J2 PARCEJ.. /05-46-02-09 - 0 -000-016.060 N SHCIT SIZE: 2♦• ll: Je" GRAPHIC SCALE k-•---1 'i f --I (N FtE"T ) ~ 1 "rich • ,XI ft. w-~E s LOT 1 rOGLE, £.OKW £ 861.J GA~ ROAD EXT FAIRHOPE. AL J65J2 PAf?CR ,05-48-02-09-0-000-016,070 LOT $1 ~ LOT 56 LOT $7 ·-~- SOO'I.J"SSL 15' IR) f!!l ~ 'f I HEREBY CERTIFY lliAT AU. PARTS OF n--tlS SURVEY MID OfMW1NG HAVE SEEN COMP\.ETEO IN A.CCORDANCE WllH TliE: CURRENT REOUIRD.IOfTS OF THE STA.NOAADS OF PR"CTICE FOR SURVE'YlNG IN n--tE STA.TE <:F ALABAMA TO TI1E BEST OF MY KNO'olll.EOGE, INFORM,'.ilON. MID f!EL..IEJ'". VICTOR L. GERM.-'JN, AL P.LS. NO. JB-473 DEWBERRY DAT!' SUR"YE'r' NOT VAUO WITHOUT OAIGIIU,L S GN,,t, l\JRE AND SEAL DRESDEN WOODS A RF.SUBDIVISION OF LOT 2, GAYFER PLACE SUBDIVISION AS RECORDED AT SLIDE mt-A PREL1MINARY PIAT -NOf R>R RECORDING NOVEMBER 18, :ms -SHEET I OF l B()UNJW{Y SURVEY AND PlAT OF SUBDlVlSKlN N/A L M.D. IDR~WN S.E.B./V.LG !SURVEYOR V.L.G. Cl--!i<D, V.L G, PROJ MGR C.S.8. ti Dewberry* :z..s3Bff~Ro...d ~Al..3~6 =-5"99(1~11 b:ii---.s-i-,9::~!i SCALE PRO,J. •10, 50189049 FILE 50189049 -SISHDP GAYFEJI RDJ'REUW PL,t.T SHEET 1 OF 1 \ '-- E ~ \ ~ J / l' D C B A 2 '\ \ --· OIS ll." ll) 3 4 I I u BR OOK LN 5 ) NOlE· • Dewberry 2S3Sl Fl:OENOStF tl,O,.D WH~.AL~ 251.tl90,99ro Cl) (.) ...J ...J 0 1-· 0 Z< w~ 0 ~< ~ C. co g~ z W< >-WW w oc. 0 1-0 z:C Cl) -0:::: o -w C. i1: :c 0::: (.) 0 ~ ~ PRELI MINARY NOTFOR CONSTRUCTION SCALE 50 100 150 -------- NO, RE\1SIONS DRAWN BY DESIGNED BY APPROVED BY CHECl<EDBY DATE l11l.E OESCRPTION JGD LMD LMD OCTOBER 28, 2025 AERIAL OVERLAY PROJECT NO. 50189049 TIJPOCRAPHY WITHIN THE RIGHT OF WM HAS BEEN OBTAINED FROM SURVEY QA-TA, WHILE TOPOGR . .e..PHY FOR ALL (;,THEf;: AG:EP.S H AS 1 f 1 BEE, OBTAISEO FROM COU~TY 015 ')OTi' 0 SIEET MO, CONSTRUCTION PLANS FOR DRESDEN WOODS Prepared For: MA TCHPOINT DEVELOPMENT , LLC FAIRHOPE , BALDWIN COUNTY, AL ..,~_.,,_ o.nn DN,C,t)S, Logan Dunn =,_,.~~. ~°""" Daw.2025.:10.77 17'.50:27.Q5"00' Signat ur e LOGAN M. DUNN Project Engineer (etOt "'AUD-IIITHOU'f SQNATl,IR't) 10/28/25 Dat e: 38946 Reg. No. Prepared By: I Dewberry· 25353 ffl.lENDSHI? ROAD OAPHN:, AL J6526 2S1-990-9950pl'lone 2S1·9'»-9910rax 'IIWW.dl!Wbeny.com D ate: OCTOBER 28 , 2025 Proj ect Number : 50 189049 PRELIMINARY-NOT FOR CONSTRUCTION INDEX: SHEET NO. SHEETTfTLE A1 TITLE SHEET 81 GENERAL NOTES Cl UTIUTY & SIDEWALK PLAN DI BEST MANAGEMENT PRACTICES PLAN -----INDEX----- REVISIONS: # DATE BY DESCRIPTION & & & & & & It, ----REVISIONS---- ISSUE: DATE BY DESCRIPTIO N 10/2B/2025 LMD/JGD INITIAi.. SUBMITTAL TO C ITY -----ISSUE----- E D - C B - A I 2 I UTILITIES 1. THE L OCATI ON OF THE UTILITIES SHOWN IN THESE PLA NS ARE APPROXIMATIE. IT IS THE CONTRACTOR'S RESPONSIB ILITY TO DETERM INE THE EXACT LOCATION (HORIZONTA LLY & VERTI CALLY) OF A LL UTILITIES PRI OR TO CONSTR UCTION IN THEI R VICINITY. 2. THE CONTRACTOR SH ALL NOTIFY TIHE UTILITY COMPAN IES PRIOR TO BEGINNING CONSTRUCTI ON. NOTIFI CATI ON SHOU LD BE GIVEN AT LE AST 2 4 HOURS PRIOR TO APPROACHING THE A FFECTED UTILITY. 3 . A LL WATER MAINS SH ALL B E OF A P IP E CLASS APPROVED BY THE UTILITY OWNER. 4. WATER MAIN VALVES AND WATER SERVICE TAPS SHA LL NOT B E LOCATED UND ER THE PROPOSED P AVEMENT. 5 . THE CONTRACTOR SH ALL COORDINATE WITH THE APPROP RIA TE UTILITY COMPAN Y BEFOR E A TTEMPTI NG TO TAP THE LI NE. 6. UTILITY COMPANIES P OWER-CITY OF F A IRHOPE WATER-CITY OF F A IRHOPE SEWER-CITY OF FA IRHOPE TELEP HONE-AT&T GAS-CITY OF F A IRHOP E 7 . A LL PVC PIPE SH ALL B E MARK ED USING A 12 GAUGE COATED COPPER WIRE BURIED BE TWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE P IP E. 8. A LL UTILITIES SH ALL B E L OCATED UNDERGROUND . 9 . THE CONTRACTOR SH ALL P ROVIDE TO THE ENGINEER THE COOR DIN A TIES (NORTHI NG & EASTI NG) AND ELEVATI ONS (z) OF A LL WATER & SEWER L ATERALS & MECH AN ICAL FITTINGS. THIS INFORMATION SH A LL BE IN A N ELECTRONIC FORMAT TH A T CAN BE IMPORTED INTO A CAD FILE OR OTH ER SUITAB LE FORMAT AS AGREED ON BY TIHE ENGINEER. 3 I 4 I EROSION AND SEDIMENT CONTROL NOTES 1. A LL BUILDING AND CONSTRUCTI ON RUNOFF SHA LL BE DIRECTED TO THE SED IMENTA TI ON CON TROL DEVICES WHERE EVER POSSIB LE. 2. THE CONTRACTOR SH ALL CLEAR OUT ACCUMUL A TIED SILT IN THE EXISTI NG DITCHES A T THE END OF CONS TRUCTI ON WHEN A LL DISTURBED ARE AS H AVE BEEN STAB ILI ZED . 3. A LL DISTURBED ARE AS NOT P AVED ARE TO BE STAB ILI Z ED WITH SEEDING AND MU LCHI NG OR SOD AS SOON AS POSSIBLE. 4 . HAY BALES AND/OR WATTLES SH A LL B E USED A T LOCATIONS OF SHAL LOW CONCENTRATED FLOW TO TRAP SEDIMENT . THE INL ETS TO A LL DRAINAGE STRUCTURES SHOULD BE PROTECTED AS S HOWN ON THE APPROVED BMP P LAN, A T A MINIMUM. AN D IN ACCORDANCE WITH THE ATTACHED DETA ILS. 5. A NY SEED & MU LCH SH A LL BE APPLIED AND MAIN TA INED ACCORDING TO A LABAMA SOIL AND WATE.R CONSER VATION COMMITTEE GUIDE FOR EROSION & SEDIMENT CON TROL , CURRENT EDITION. 6. SEE APPROVED BMP PLAN FOR ANY ADDITION AL NOTES OR REQU IREMENTS, 7 . CON TRACTOR SHA LL ADHER E TO THE AL ABAMA HANDBOOK FOR EROSION AND SED IMENT CONTR OL. 8 . CONTRACTOR SHA LL FOLLOW THE APPROVED BEST MANAGEMENT P RACTI CES PL AN. 5 I Dewbeny ~ 2S3SJFfllENOSWMO,,.D Wl-lt.t',N.~ 251.890-,996) Cf) (..) ...J ...J 0 1-· 0 Z<( w ~ 0 ::iE<( a.. co ~ g ::i W<( z >-WW w 0 a.. 0 1-0 z :C Cf) -0::: o -w a.. Li: :c 0:: (..) 0 ~ ::i: PRELI MINARY NOTFOR CONSTRUCTION N/A NO. OESCRPTION DATE RE\1SIONS DRAWN BY .klD DESIGNED SY WA I-APPROVED BY LMD CHECKED BY LMD OATIS OCTOBER 28, 2025 lJ11.E GE NERAL NOTES PROJECT NO. 50189049 81 SHEET NO. E. D C B A 2 3 4 5 MFADOIV.BROOK UNIT Il I I ~✓/ ~-, --~--__,_l __ _.._------'------1 ', .. -I,:, ·~ ,-{,;./ .:.1.:. //L -' ., .... , -T:· I .:,T.; '«'::. 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UIS TUIU!Et> AH EAS l~lTH I~ J.;ICHl 1F WI, Y SHALL f<ECEIVE .S::::LID 9:JOOINL. ;.~~¥F!.:-E=.;.=;~~~~Y';;-~~~{-=~~~~~-~/;:j=}?-~~ -~---~ cc,~~~T1=•~• m\~ ~ -,'SL.EH-£ lo\: ¥.,LYE --rl1-5 -;;:_f,: ..:1-\' E, FlfiE HYufil,NT (S~~~ •--..~•=-~,_::.;=._._• •-•=-•~'--•--::-;-:~•:~,~ ;;r --~~~,,.~::: ;:{~ff:: ~-~--· •-;~~;;~:=:~•-•-•-•- E~ ra~l:f! r m.E (flE:T,\IN) / E:ic ol/fJ,:HD,D '"'0~~ UN£ (~ETA/~) (m>,) ' 1;"0Nc,11E:TE t/tATER i,.lE:TER FIOlt 'AllH !:NE PIECE RIBE:Erl CAST lfJ'QN 00',ER t,V,IWEO WllH ~ ~HITE t.:.6it.Sl't1111[ MAl,KEI< 2~ SO. OPERATION NUT M.J . G,1,.TE VAL VE (s.E:i: S'PE:CS) CONt.E:CT 10 1-6 L F. 1AIN DUCTILE tROrf PIPE 2 .. BRASS THRCADEO Pl i'E W/C:.P FLUSHI NG STATION ASSEMBL Y FOR SEWER AND WATER NOT TO SCALE TOP CASllNC W,'MARK (SE¥.ER) SEWER TAPPIN G SLEEVE & VALVE ASSEMBLY NOT TO SC A.LE JCM 402 SERIES TAPPlt.C SADDLE (E?OXY COATED, OOU!3L.E Sl i;:AP. W/ 1"'-PERED \ C. C. 1HRE,t.DS) FOR PVC MAINS DIRECT TAP SERVICE LINE Otf OUCllL.£ IR~ W:.TER MAIN l'l'ATER 1.4Altf SEE PL:.N F~ M:OIN SIZE . % MlJE1.L.£R H-15172 J/◄" CURB STOP .==l==I=~ J/4~ TYPE K COPPER l LJBINC J/4~ COR~ATION S."Tl:F MUELlIFt TYPE H-1M08 W/ TAPE:RE:0 C.C. ll-lREADS MUB.l.m t.0. H-1310--5 METm BOX (PLASTIC ME"ft:R BOX COVERS SH:.LL HA \IE CAST IRON REAOER U.O) TYPICAL NE W WA TE R SERVICE CONNECTI ON NOTE· LOCAllON OF EACH l'l'ATER SERVICE SH.i.U. BE PJ.A,.~kro 'AITH lHE LETTER ·w·. FAI RHOP E NOT TO $CALE .fil:l:lli)1i.l OONSTRUCTI~ Cet,,'ROL .K:tNT CONCR ETE SIDEWALK DET AIL NOT TO SCALE ' WA 1ER SERVICE & SEWER LATERAL NOTES: 1. SEE Pf.AN SHEET FOR LOCAnON OF WATER SERVJCES AND S4NJTAR.Y S9'ER LATERALS 2 SERVICES AND LA 7ERALS ARE. ShO\IWY 5 FT FROM PROPERTY LIIE 3. SERVICES AND LATERALS ARE ShO\iW'J 1 FT PAST ROW LJNE, INS/CE. PROPERTY 4. LOCAT10N OF SERV1CES AND LA7ERALS SHALL BE M4RKED IM11-I THE LETTER 'W' FCR WATER SERVICES AND '"S"' FOR THE~ LATERALS 2M Cl "-SCH . .&Q PVC PIPE SEWER LATERAL PLAN VIE W j_ [, ___ , ™-"·~ • MINl.'>11.N I 2~ COVffi UNCER: 1HE Ft.OW Llt.E: Cf" CH CHE:S I 2· SEWER FORCE M AI" WAlER MAINO 2~X2M PYC TEE WYE ill: _ 1 SLOPE @ 1 /8M PER FOOT ~--------..,,F r Pvc FLUc ' I t · SE'IIER FORCE M :.IN r DI ,1; SCH .&O PVC PIPE NOTES: CAASO~l1E PJA..~KERS SHAU. BE INSTAU.ED ON LA'TffiAL E:NDS. T'l'?E: CUl.4-J-75 \'tlTM ..:.NCHOR (GRE:i:N) SEWE R L ATE RAL SECTION NOT TO SC ALE • Dewberry· ~FA~>U~~IIO,litl DAPl·O.tfiAl3tf.>2J 251Jl90.'i900 U) (.) ...J ...J 0 i--: 0 z~ w :::l!: 0 ::E~ a.. al ~ ~~ z >-WW w a a.. 0 1-0 z :C U) -a:: o -w a..~ :c 0:: (.) 0 ~ :::l!: PRELI MINARY NOT FOR CONSTRUCTION 5ll 100 150 -------- NO. OESCRPTION DATE REVISIONS DRAWN BY .klD DESIGNED SY .klD APPROVED BY LMD CHECKED BY LMD OATIS OCTOBER 28, 2025 lJ1tE UTILITY & SIDEWALK PLAN PROJECT NO. 50189049 C1 SHEET NO. E D C B A GAYfER & BISHOP SUBD. ,(; 11~; ,~ : )f 1. ) n mecmvo•c-_J • 2 MEADOWBROOK UNIT D lr-i• T;:;ll 1,1 :::.rn.£ 11TCH ., -, HE-._t ITj~' LOT 2 WTI DETAIL WITCH CHE:CK\ rm 3 \. \ . I ,, E..: m ~.o ! o101K1 \ 'i \ \ •\ I .. ~~~~~~,'."J•t<=~~~t_~~~[~~~ri~11~~~!:.i~ ~~i:J';if.'!:'re.'I~::.: ST.....,_SIIALLIM!ll't.ACZOTttltOUO"ntl!IMJTTOMN~Ol'Ttfl!W"TTU!IOMTI1ftUl'IITltl!AM AHDDOWNSl'lll!AM sm,r.s l'O~,._ A !lOl.11) IH"nautACG IICTW1mS nu: WA1TUI A.>a>TIIII OllOTICXTIUl .___,_.,VM'-WTJnAl>U1Jl"5l.-..u..lOll~f."Q>,1(!1a,1'1'1.9. 3 I \ fiJ.6VATIQN f)f:TAfl •~-•a~~---~-•-m~~-•M~••m.~~•••~ 'fkAN1i-r UWDQA LOWTO-n...ow CONOn lON!I NOT~ I 0(:U "~ ~ WA'ITlEPiJCHQll'D' '"' FCUONGJIIPl'IINES I ..E:•~Lk _, .... -. ,:.=r''" ... ~ __ .. ___ _ ·=~-?;;''~ .. ,-~, ____ .., __ .. , ll8TAIL3~[1HJ5Klfi~ W,_TI\.llDm:NOtBCJ:.S __ ,,. __ o:,-;••-... _. ... -...---~._ l,$C.30M 6tiJ1S I.OT 4 □ I MEADOWBROOK UNIT I 4 / 5 I\OTES..: I . WATTlE:S SHAU. 8 E PLAC£0 OQ'f,NSTRE.:.U OF OIS~BEO ARES :.s ~I< PROCRESSES. 2. WATTlES SHALl 8E REMOVED .AFTER OtSru~ED Afi:EAS H,_VE 8 EEH 5TA.8 1U2:EtJ.. 3. IN THE E\lfNT lHAT f;JIST\JR8EO £REAS CAN BE STAOIUZEO PRIOR TO ~EXT RAIN EvE~T. WA TTlES c .i.N SE {l!AI m o. • Dawbeny· 2S3SJFfllENOSWMO,,.D Wl-lt.t',N.~ 251.890-,996) Cf) (..) ...J ...J 0 1-· 0 Z <( w ~ 0 ::iE<( ~ a.. co g ::i W <( z >-W W w 0 a.. 0 1-0 z:C U) -a::: o -w a.. Lt :c 0::: (..) 0 ~ ::E PRELIMINARY NOTFOR CONSTRUCTION 50 100 150 -------- NO. OESCRPTION DATE REVISIONS DRAWN BY .klD DESIGNED SY .klD APPROVED BY LMD CHECKED BY LMD OATIS OCTOBER 28, 2025 lJ11.E BEST MANAGEMENT PRACTICES PLAN PROJECT NO. 50189049 D1 SHEET NO. REFERENCE NO. 50189049 DRESDEN WOODS MatchPoint Development, LLC Drainage Narrative OCTOBER 28, 2025 I Dewberry· SUBMITTED BY Dewberry Engineers Inc. 25353 Friendship Rd. Daphne, Alabama 36526 251.929.9786 DRESDEN WOODS Table of Contents 1. General Information 2. Existing Drainage Conditions 3. Hydraulic Analysis & Results 3.1 Stormwater Runoff Analysis (PondPack) APPENDIX A -Vtcinity Map APPENDlX B-PondPack Results 2 2 2 2 4 6 Table of Tables Table 3.1 Runoff Coefficients: Pre•Development Condition .................................. 2 Table 3.2 Runoff Coefficients: Post-Development Condition ................................ 2 Table 3.3 Pre/Post Release Rate Results ............................................................. 3 I Dewberry· TABLE OF CONTENTS 1 DRESDEN WOODS 1. General Information Dresden Woods is a 4.67-acre subdivision consisting of four (4) lots. This site is located on the northeast corner of Bishop Rd. and Gayfer Rd. Ext. in Fairhope , Alabama . A vicinity map has been included in Appendix A. No new drainage infrastructure is proposed for Dresden Woods. 2. Existing Drainage Conditions The existing site is composed mostly of undeveloped woodland. There is a grady pond in the center of the site that is approximately 8,800 square feet. There is also a residential home, four sheds, and a mobile home located on the east side of the site. These structures are proposed to be removed. The high point can be found on the northwest corner of the site. Stormwater runoff drains to the grady pond in the center, then drains north towards Fly Creek. Existing GIS topography indicates that there is a natural drainage ditch that allows stormwater to flow between the grady pond and the right of way ditch. There are four (4) drainage pipes along the north side of Gayfer Rd. Ext., within the right of way, where stormwater runoff is directed to a culvert that drains south under Gayfer Rd. Ext. GIS topographic info was used in combination with field verified survey data to analyze and model the existing and proposed drainage conditions for this project. 3. Hydraulic Analysis & Results 3.1 Stormwater Runoff Analysis (PondPack) Bentley's PondPack software was used to analyze the stormwater runoff for this site. The Modified Rational Method for runoff estimation was used to develop the drainage calculations for the project. The 2, 5, 10, 25, 50, and 100-year, 24-hour storm events were utilized in the drainage calculations for this site. The Modified Rational Method estimates flow using the total area. ground surface conditions (represented by runoff coefficient between O and 1 ), and IDF curves (which provide the rainfall intensity in inches per hour). The runoff coefficients (C-value) for this site vary between 0.98 (used for the hard surfaces and pond) and 0.30 (used for vegetated or natural areas). The calculations for the cumulative runoff coefficients can be found in Tables 3.1 & 3 .2 below. Table 3.1 Runoff Coefficients: Pre-Develop ment Condition. Pre-Development Runoff Coefficients (C Values) Ground Cover Type C Value Area (SF) Grass/Woodland 0.30 190,249 Grady Pond 0.98 8,781 Buildings 0.95 3,983 Weighted C-Value & Total Area 0.34 203,013 Table 3 2 Runoff Coefficients· Post-Develop ment C ondition. Post-Development Runoff Coefficients (C Values) Ground Cover Type CVafue Area (SF) Grass 0.35 184,232 Grady Pond 0.98 8.781 Buildings/Driveways 0 .95 10,000 Weighted C-Value & Total Area 0.41 203,013 I Dewberry· N ARRA TI VE 2 DRESDEN WOODS The time of concentration (Tc) was calculated using the Kirpich (TN) equation and this information can be found in the attached drainage analysis results. NOAA (National Oceanic and Atmospheric Administration) Atlas 14 has published IDF curves for Baldwin County and these values have been incorporated into the analysis. The pre-development scenario was modeled using the undeveloped site conditions. The post­ development scenario was modeled using four future lots, each with houses and driveways containing 2,500 square feet of hard surface. Drainage maps for the pre-development and post-development conditions can be found in Appendix B. The addition of four houses and driveways will create a minimal increase in stormwater runoff for this site. No new drainage structures or detention areas are proposed for this site. Based on previous experience in our community, it is uncommon for a subdivision of this size to require on site stormwater detention. Table 3.3 outlines the results of the Pond Pack model for the 2, 5, 10, 25, 50, & 100-year storm events, and shows that there is minimal increase in stormwater runoff for this site. A detailed breakdown of the PondPack results can be found in Appendix B. Table 3 3 Pre/Post Release Rate Results. Pre-and Post-Development Release Rates for Storm Events Storm Event (Years) 2 5 10 25 50 100 Pre-Development Release Rate (cfs) 9.61 11.52 13.10 15.36 17.14 18.90 Post-Development Release Rate (cfs) 11.47 13.75 15.64 18.33 20.46 22.56 I Dewberry· NARRATIVE 3 DRESDEN WOODS APPENDIX A -Vicinity Map I Dewberry· APPENDIX A 4 DRESDEN WOODS ' I I • I GU~F CO A S T ~ • '_,.--­ EX PERI MEN T STA T ION AU BURN UN I VE RSITY -"'.- FAIRHOPE POP 15,4 36 Fairhope .• 1 ' 1 0 Church t-----t------' L...fC:=-=-11::ii It Fairhope r'hnl"roh ' ti =-----. --.-u=-c::i-=1i.::c:r:::::r:J:1 T ,, ~ ~--~-------------r w VICI N ITV-----....__ _ ___, MAP 9 Dewberry· APPENDIX A 5 DRESDEN WOODS APPENDIX B -PondPack Results • Dewberry· APPENDIX B 6 25353 FRIENDSHIP ~ DAPHNE. Al 36525 251.990.9950 ~ I' I F rs::20.30 __ __,..__ ____ ___. __ ....,__ _ ___..J. __ ...1..._---11.,__-l. PROPERlY LINE I l 'II , , I • i i :~: l~I! :,,£ I ~.J&----EL ~-L----'---• ... _ ;_~--. 111o......·-.--.:: -- ---,1•1--•-------• a [==:I Ill.DINGS~ to·" a ) ./ ,~ PRE-DEVELOPMENT: RUNOFF COEFFICIENTS D ,. .~ I I r-GRASS l8f l r C VAI..UE•0.35 PROPERTY LINE I l~• ll'.tl i ·· 1''· tfil .. " -I /✓I ~"!'~'!!_!l'!_".oc.:!!'!!!!-!'!!!!'~!!!!-"'=""~~~-:z -%~## #-.:½ft@z: .... :"" --·H!~w 'f=,.:.-2--r --.;la.I-~•.-...,_...-,__, -• -~) , ~·-~WC'D DI\ rvt---•-----..-...L. lr- POST-DEVELOPMENT: RUNOFF COEFFICIENTS e n-rt DRESDEN WOODS DRAINAGE MAPS PRE-DEVELOPMENT AND POST-DEVELOPMENT OCTOBER 28, 2025 ! i Project Summary Title Engineer Company Date Notes 50189049_0RESDEN WOODS.ppc 10/28/2025 Dresden Woods Drainage Analysis Dewberry 10/28/2025 Bentley Syslems. Inc. Haestad Melhods Solution Center 27 Siemon Compi.,..y Clrille Suite 200 W Watertown. CT 06795 USA +1-203-755-1666 PondPack CONNECT Edition [10.02.00.01) Page 1 of22 Table of Contents Modified Rational Grand Summary 2 Master Network Summary 3 FAIRHOPE I-0-F Table, 10 years (10 YEAR) 4 I-0-F Table, 100 years (100 YEAR) 5 I-D-F Table, 2 years (2 YEAR) 6 1-D-F Table, 25 years (25 YEAR) 7 1-D-F Table, s years (5 YEAR) 8 1-0-F Table, so years (50 YEAR) 9 CN-1 Time of Concentration Calculations (Pre-Development), 100 10 vears (100 YEAR) Time of Concentration Calculations (Post-Development), 100 12 vears (100 YEAR) CM-1 Modlfled Rational Hydrograph, 2 years (2 YEAR) 14 Modified Rational Hydrograph, 5 years (5 YEAR) 15 Modified Rational Hydrograph, 10 years (10 YEAR) 16 Modified Rational Hydrograph, 25 years (25 YEAR) 17 Modified Rational Hydrograph, 50 years (50 YEAR) 18 C and Area (Pre-Development), 100 years (100 YEAR) 19 C and Area (Post-Development), 100 years (100 YEAR) 20 Modified Rational Hydrograph, 100 years (100 YEAR) 21 I Dewberry· Jul y 7, 2025 RE: PPIN 43888 Scopol ites Gayfer Rd. Fai rhope Investigato r : Josh Ewing To Whom It Ma y Concern: Dewberry Engineers Inc . 26353 Friendship Road Daphne, AL 36526-6278 251.990 .9950 251.990.9910 f ax www.dewberry.com Dewberry Engineer s Inc. conducted a wetland de l ineati on on the subject property i dentified as PP IN 43888 by t he Baldwin Count y Rev enue Comm i ssion. The pur pose of the eva l uati on was t o det ermine suitabi l ity for dev e l o p ment by identifying t he presence/absence and ext ent of wetl ands and o r j uri sdictiona l waters on t he subject property. Pre-ev a luati on of t he site ut i l ized USGS Topograph i c Maps, USDA Natu r a l Resources Conservati on Se r vice Web Soi l Survey, Ba l dwi n County and Ae r ia l photography. Onsite evaluations wer e made using t he three crit eri a of soi ls, vegetation and hydrol ogy to determine ju r isd i cti onal cha r acte r i sti cs as dete rmi ned by the US Army Corps of Engineers 1987 Wet land Del ineati on manua l and a mend ment s theret o . Inv est i gator conducted on -site r econnaissance by wa lk ing transects t hroughout t he subject property on Jul y 7, 2025. Weather was clea r and ap proximat ely 88 °F. The following characteri stics were obser ved throughout t he sub j ect p r o p erty : Sa m p l e d a r eas we r e ta ken i n a G r ady Pond t hat had been dug out to allow fo r mor e volume and cr eat e a more defi ned pond with a cut d itch. Evi dence of beaver activity was obse rv ed and affecting t he nat u r a l hyd r o logic conditions of the a r ea. Only one species o f hydrophyt ic vegetation was o b ser ved. Soi ls • Soi ls t h r oughout m a jo r ity of the si te e xhi b i ted a sandy clay t ext u r e . 0-4", l 0 Y R 6 /4; 5-8" l 0YR 6 /; 9 -15" 5 R 6 /8 (60%), and l 0YR 7 /1 (40%). 0 -4", l 0 Y R 4 /2; 5-12", l 0YR 6 /2. • Hyd ric soi l indicator (F3) Depl eted Matrix Hydrology • Sat u r ati on (A3) • Wate r -St a i ned Leaves (B9) • A l ga l Mat or C r ust (B4) Vegetati on • Tr ee and sap l i ng species observed on site i ncluded: Triadica sebifera (Chinese tallow tree), Ligustrum sinense (Chinese pri vet), liquidambar styraciflua (Sweet gum). • Add i t i ona l vegeta tion i ncl uded: Spi r ode la po l y r hiza (Comm on Duckmeat), Sa m bucus canadensis (Elde r ber r y), W iste r ia si nensi s (Chi nese w i st e r ia). Page ·1 of 2 Scopolites Bishop Rd. July 2025 Please do not hesi tate t o contact us with any add iti onal questions. Respectfully, Cathy S. Barnette Seni or Envi ronmen t al Scienti st Note: This report is for client use only and not t o be utilized by th i rd part y without written consent of cl i ent and Dewberry Engineers, Inc. Attachments • Aeri al with Wetland Dat a Poi n t s • Topographic Map • Wet land Data Sheets • Soi ls Mapper • Photo Sheet I Dewberry~ Page 2 of 2 C:) Dewberry · Scopolites Gayfer Rd Drawn By: Josh Ewing Date: 07/07/2025 Baldwin County 0 37.575 150 59, T6S, R2E 25353 Friendship Road Daphne, AL 36526-6278 Phone: 1 (251) 990-9950 [ Data Point Map 225 300 375 Feet N A Scropolites Gayfer Rd Drawn By: Josh Ewing Date: 07/02/2025 Baldwin County 0 240480 960 S9, T6S, R2E - 25353 Friendship Road Daphne, AL 36526-6278 Phone : 1 (251) 990-9950 I Topo Map 1,440 1,920 2,400 J Feet N A 0.0125 0.02 0.04 July 8 , 2025 Wetlands □ Estuarine and Marine Deep water Ill □ Estuarine and Marine Wetland □ Freshwater Emergent Wetland ■ Freshwater Forested/Shrub Wetland □ Fres hwat er Pond □ Scopo lites G ayf e r Rd NW I up close Lake other River ine This map is for general reference only. The US Fish and Wildife Service is not responSlble for the accuracy or wrreotness of the base dat a shown on this map. All wettands related data should be used in accordance wrth the layer metadata fomd on the Wetlands Mapper web site. NaionaJ Wedands lmetmry (NINI) Tlti page was produoed by lhe r-MI mappe,- 30" 31'S6"N 30" 31'5:rN ~ ~ fl! 4151111 . .,,,., . .,,,.,. Map &ale, 1 , 1.370 f pm,,d on A~ (11" x s.s; sheet. Soil Map-----Balclwin County, Alabama 415111) 4 15"0 .,,.., r, N ----====--------========'-• 121) 21) «J "' o.!""--,,,",===,"'m.!""----•200"""'====='c'.:m-A Map..-,, w.1>........,.. Comeraxnh,1,,s,WGS84 £dgetics,UTMZonel6NWGS84 Natural Resour ces Conservation Service Web Soil Survey National Cooperative Soil Survey ''""" 410'.IIJ 411ml la 41tull 7/8/2025 Page 1 of 3 30" 31'56'N ](J" 31'9:IN Soil Map-----6alclwin County, Alabama MAP LEGEND Area of Interest (A OI) O Area of Interest (AOI) Soils D Sort Map Unrt Polygons .,,,,,,,. Soil Map Unit Lines □ Soi Map Unrt Points Special Point featwes ~ Blowout ® • ◊ X 0 I\ ~ ~ 0 0 " + . .. - )> fJ Natural Resources Conseivation Seivice Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot L.andfilt Lava Flow Marsh or swamp Mine or Quarry Miscetlaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot SinkhoJe Slide oc Slip Sodic Spot § Spoil Area 4 Stony Spot m Very Stony Spot ~ Wet Spot 0 Other Special line Features Water features Streams and Canals Transportation H-+ Rails ,,,...,,,,. lnteratate Highways " -US Routes Major Roads Local Roads Background -Aerial Photography Web Soil Survey Nafional Cooperative Soil Survey MAP INFORM ATION The soil surveys that comprise your AOI were mapped at 1:20,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line p lacement The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves d irection and shape but distor1s distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Baldwin County, Ala bama Survey Area Data: Version 17, Sep 10, 2024 Soil map units are labeled (as space allows) for map scales 1 :50,000 or larger. Date(s) aerial images were photographed: Nov 12, 2021---0ec 22, 2021 The orthophoto or other base map on which the soil lines were compiled and dig~ized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident 7/8/2025 Page 2of 3 Soil Map-----Ba ldwin County, Alabama Map Unit Legend Map Unit Symbol Map Unit Name Acres in AOI Gr Grady soils MaA Malbis fine sandy loam, 0 to 2 percent slopes Totals for Area of Interest USDA Natura l Resources ~ Conservation Service Web Soil Survey National Cooperative Soil Survey Pe rcent of A OI 0 .5 8 .8 9 .3 5 .5% 94.5% 100.0% 7/8/2025 Page 3 of 3 Survey: Scopolites Bishop Rd Data Sheets Region:Atlantic and Gulf Coastal Plain (4) -2024 0 Sampling Point DP-1 DP1 soil --✓ ' ... ,,,,,,,,,, ..... Direction No Coordinates Avail.ab le No elevation available Photo date: Mon, Jul 7, 2025 10:19 AM CDT 0 Sampffng Point DP-2 DP-2 soil \\I I I f I { 1 \ --✓ ' ,;',,,,,,,,,,' Dfrection Lat Lon from photo 30.53113888, -87.87602222 Photo date: Mon, Jul 7, 2025 10:28 AM CDT Generated with ecoboi· Survey: Scopolites Bishop Rd Data Sheets Region: Atlantic and Gulf Coastal Plain (4) -2024 0 Sampling Point N/A Water conveyance \\\I If I {I \ --✓ -... ,,.,, ,., \ ,, ..... Oire,ction Lat Lon from photo 30.53116111, -87.87601388 Photo date: M Or\ Jut 71 2025 9':.'ZJ AM CDT 0 5amp llng Point N/A Dug out pond Direction Lat Lon from photo 30 .53108888, -87.87600555 Phot o date: Mon, Jul 7, 2025 9:S7 AM COT Generated with ecobot Survey: Scopolites Bishop Rd Data Sheets Region: Atlantic and Gulf Coastal Plain (4) -2024 0 samp ling Point N/A Flag A-1 ---' .... ,./',,.,,\,, Direction Lat Lon from photo 30.53116111, -87.876 126 Elevation In feet Photo date: Mor\ Jul 71 2025 9':.'I/ AM CDT 0 samp ling Point N/A Beaver activity ----' .,,. ,, J" I I I \\\ Direction Lat Lon from photo 30.5314, -87.87598611 128 El!:Watlon in feet Phot o date: Mon, Jul 7, 2025 9:10 AM COT Generated with ecoboi· U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET-Atla ntic and Gulf Coastal Plain Region See ERDC/EL TR-10-20; the proponent agen cy is CECW-COR 0MB Control#: 0710-0024 , Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph S-2a) ProjecVSite: Sco pol ites Bishop Rd Data Sheets atytCounty:Fairhope / Baldwin Sampling Date: 2 0 25-07-07 ApplicanUOwner: _S_c_o_,p_o_l_it_e_s ______________________ state: Alabama Sampling Point: DP-1 lnvestigator(s): Josh Ewing Section, Township, Range: _S_0_9_T_6_S_R_2_E __________ _ Landform (hillside, terrace, etc.): _G_r_a_d..,y_P_o_n_d ______ Local relief (concave, convex, none): Concave Slope (%): _.2.,.%,...o __ Datum: WGS 84 NA Subregion (LRR or MLRA): _P_1_3_3_C ____ Lat 30.53110786 Long: -87.87604574 Soil Map Unit Name: Gr -Grady soils NWl classification: Are climatic/ hydrologic conditions on the site typical for this time of year? Yes No t/ (If no, explain in Remarks .) Are Vegetation __ , Soil Are Vegetation , Soil , or Hydrology , or Hydrology significantly disturbed? naturally problematic? Are "Normal Circumstances" present? Yes t/ No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, t ransects , important features , etc. Hydrophytic Vegetation Present? Yes No t/ Is the Sampled A rea --No ----;;-Hydric Soil Present? Yes within a Wetland ? Yes No t/ --------Wetland Hydrology Present? Yes t/ No Remarks: Sampled area was a Grady Pond that had been dug out to allow for more volume. Hydrology is being stripped from this area. Evidence of beaver activity was observed and affecti ng natural hydrologic conditions. No hydrophytic vegetation was observed . HYDROLOGY We tland Hydrology Indicators: Pdmary Indicators (roiaimum of one is rwuired• check an that appll() _ Surface Water (A 1) _ Aquatic Fauna (B 13) High Water Table (A2) Marl Deposits (815) (LRR U) -- -Saturation (A3) -Hydrogen Sulfide Odor (C1) -Water Marks (81) -Oxidized Rhizospheres on Living Roots (C3) _ Sediment Deposits (82) -Presence of Reduced Iron (C4) -Drift Deposits (83) -Recent Iron Reduction in Tilled Soils (C6) -Algal Mat or Crust (84) -Thin Muck Surface (C7) -Iron Deposits (85) -Other (Explain in Remarks) _Inundation Visible on Aerial Imagery (87) t/ Water-Stained Leaves (89) Field Observations: Yes --Yes No t/ Depth (inches): No~ Depth (inches): __ _ Secondary Indicators {minimum of two required) _ Surface Soil Cracks (86) _Sparsely Vegetated Concave Surface (88) _ Drainage Patterns (8 10) _M oss Trim Lines (816) _Dry-Season Water Table (C2) _Crayfish Burrows (C8) _Saturation Visible on Aerial Imagery (C9) _Geomorphic Position (D2) _Shallow Aquitard (D3) _ FAC-Neutral Test (D5) Sphagnum Moss (D8) (LRR T, U) Surface Water Present? Water Table Present? Saturation Present? (includes capillary frinqe) Yes No t/ Depth (inches): __ _ W etland Hydrology Prese nt? Yes t/ No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-2, SEP 2024 AUantic and Gulf Coastal Plain -Version 2.0 VEGETATION (Four Strata) -Use scientific names of plants. Sampling Point: DP-1 Absolute Dominant Indicator Tree Stratum (Plot size: JQ ft [ ) % Cover S~cies? Status Dominance Test worksheet 1 . Triad ica sebifera 100 t/ FAC Number of Dominant Species 2 . Li9uidambar st~raciflua 50 t/ FAC That Are OBL, FACW, or FAC: 7 (A) 3 . Pinus taeda 15 FAC Total Number of Dominant 4 . Species Across All Strata : 7 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 100 .00 (A/B) 7 . Prevalence Index worksheet: 8 . Total% Cover of: Multiply by: 165 =Total Cover OBL species 0 X 1 = 0 50% of total cover: 82.50 20% of total c°'er: 33.00 FACW species 0 x2= 0 Sa12ling/Shrub Stratum (Plot size: 30 ft r ) FAC species 320 x3= 960 1 . Triadica sebifera 30 t/ EAC FACU species 2 x4= 8 2. Ligustrum sinense 20 t/ FAC UPL species 0 x5= 0 3. Liguidambar st:t:raciflua 20 t/ FAC Column Totals: 322 (A) 968 (B) 4 . Prevalence Index = B/A = 3 .00 5 . Hydrophytic Vegetation Indicators: 6 . 1 -Rapid Test for Hydrophytic Vegetation - 7 . t/ 2 -Dominance Test is >50% - 8 . 3 -Prevalence Index is S3.01 -70 =Total Cover Problematic Hydrophytic Vegetation1 (Explain) - 50% of total cover: 35.00 20% of total c°'er: 14.00 Herb Stratum (Plot size: 30 ft r ) 1 . Solidago caesia 2 FACU 11ndicators of hydric soil and wetland hydrology must be 2 . oresent, unless disturbed or oroblematic. 3 . Definitions of Four Vegetation Strata: 4 . T ree -Woody plants, excluding vines, 3 in. (7 .6 cm) or 5 . more in diameter at breast height (DBH), regardless of 6. height. 7. 8 . Sapling/Shrub -Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. 9 . 10. 11 . Herb -All herbaceous (non-v..oody) plants, regardless of size, and woody plants less than 3.28 ft tall. 12. 2 =Total Cover Woody Vine -All v..oody vines greater than 3.28 ft in 50% of total cover: 1.00 20% of total c°'er: 0.40 height. Woody_ Vine Stratum (Plot size: ac11 c ) 1 . Wisteria sinensis 60 t/ FAC 2 . Lygod ium japonicum 25 t/ FAC 3 . 4 . 5 . 85 =Total Cover 20% Hydrophytic Vegetation 50% of total cover: 4 2 .50 of total cover: 17.00 Present? Yes No t/ Remarks : (If observed , list morphological adaptations below.) ENG FORM 6116-2, SEP 2024 AUantic and Gulf Coastal Plain -Version 2 .0 SOIL Sampling Point DP-1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loe' Texture Remarks -- -- -- 0 -4 10YR 6/4 100 Sandy Clay -- -- -- -- 5 -8 10YR 6/1 30 Sandy Clay ------ -- 5 -8 5R 5/8 40 Sandy Clay -- -- -- -- 5 -8 10YR 8/8 30 C lay -- -- -- -- 9 -15 5R 6/8 60 Clay -- -- -- -- 9 -15 10YR 7/1 40 Clay ---- -- -- --- -- -- --1Tyoe: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless otherwise noted.) Indicators for P roblematic Hydric Soils3 : _ Histosol (A 1) _Thin Dark Surface (S9) (LRR S, T , U) _ 1 cm Muck (A9) (LRR 0) _ Histic Epipedon (A2) _Barrier Islands 1 cm Muck (S12) _ 2 cm Muck (A 10) (LRR S) _ Black Histic (A3) (MLRA 153B, 153D) -Coast Prairie Redox (A16) _ Hydrogen Sulfide (A4) -Loamy Mucky Mineral (F1) (LRR 0) (outside MLRA 150A) _ Stratified Layers (A5) -Loamy Gleyed Matrix (F2) -Reduced Vertie (F18) _Organic Bodies (A6) (LRR P, T , U) -Depleted Matrix (F3) (outside MLRA 150A, 150B) _5 cm Mucky Mineral (A7) (LRR P, T, U) -Redox Dark Surface (F6) _Piedmont Floodplain Soils (F19) (LRR P, T) _M uck Presence (A8) (LRR U) _Depleted Dark Surface (F7) _Anomalous Bright Floodplain Soils (F20) _ 1 cm Muck (A9) (LRR P, T) -Redox Depressions (F8) (MLRA 153B) _ Depleted Below Dark Surface (A 11) _M arl (F10) (LRR U) -Red Parent Material (F21) _Thick Dark Surface (A12) -Depleted Ochric (F11) (MLRA 151) _Very Shallow Dark Surface (F22) _Coast Prairie Redox (A16) (MLRA 150A) -Iron-Manganese Masses (F12) (LRR O, P, T) (outside MLRA 138, 152A in FL, 154) _Iron Monosulfide (A18) -Umbric Surface (F13) (LRR P, T, U) -Other (Explain in Remarks) _ Sandy Mucky Mineral (S1) (LRR 0, S) -Delta Ochric (F17) (MLRA 151) _sandy Gleyed Matrix (S4) -Reduced Vertie (F18) (MLRA 150A, 150B) 31ndicators of hydrophytic vegetation and _ Sandy Redox (S5) -Piedmont Floodplain Soils (F19) (MLRA 149A) _ Stripped Matrix (S6) Anomalous Bright Floodplain Soils (F20) --Dark Surface (S7) (LRR P, S, T, U) (MLRA 149A, 153C, 153D) _ Polyvalue Below Surface (S8) _Very Shallow Dark Surface (F22) wetland hydrology must be present, (LRR S, T , U) (MLRA 138, 152A in FL, 154) unless disturbed or problematic. Restrictive Layer (if observed): Type: Depth (inches): Hydric Soil Present? Yes No t/ Remarks: ENG FORM 6116·2, SEP 2024 AUantic and Gulf Coastal Plain -Version 2.0 U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET-Atla ntic and Gulf Coastal Plain Region See ERDC/EL TR-10-20; the proponent agen cy is CECW-COR 0MB Control#: 0710-0024 , Exp: 09/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph S-2a) ProjecVSite: Sco pol ites Bishop Rd Data Sheets atytCounty:Fairhope / Baldwin Sampling Date: 2 0 25-07-07 ApplicanUOwner: _S_c_o __ p..._o_li_te_s _______________________ state: Alabama Sampling Point: DP-2 lnvestigator(s): Josh Ewing Section, Township, Range: _S_0_9_T_6_S_R_2_E __________ _ Landform (hillside, terrace, etc.): _G_r_a_d_y __ P_o_n_d ______ Local relief (concave, convex, none): _N_o_n_e _____ Slope(%): __ o ___ _ Subregion (LRR or MLRA): _______ Lat 30.53114227 Long: -87.87603169 Datum: WGS 84 Soil Map Unit Name: Gr -Grady soils NWl classification: NA -------- Are climatic/ hydrologic conditions on the site typical for this time of year? Yes No t/ (If no, explain in Remarks .) Are Vegetation __ , Soil Are Vegetation , Soil , or Hydrology , or Hydrology significantly disturbed? naturally problematic? Are "Normal Circumstances" present? Yes t/ No (If needed, explain any answers in Remarks.) SUMMARY OF FINDINGS -Attach site map showing sampling point locations, t ransects , important features , etc. Hydrophytic Vegetation Present? Yes t/ No Is the Sampled A rea ~ --Hydric Soil Present? Yes No within a Wetland ? Yes t/ No --------Wetland Hydrology Present? Yes t/ No Remarks: Sampled area was taken on the edge of water, of a dug out Grady Pond. Beaver activity was observed and affecting hydrologic conditions. HYDROLOGY We tland Hydrology Indicators: Pdmary Indicators (roiaimum of one is rwuired• check an that appll() ~ Surface Water (A 1) L Aquatic Fauna (B 13) _High Water Table (A2) _Marl Deposits (815) (LRRU) ~ Saturation (A3) _ Hydrogen Sulfide Odor (C1) _Water Marks (81) _ Sediment Deposits (82) ~ Drift Deposits (83) ~ Algal Mat or Crust (84) _ Iron Deposits (85) _Oxidized Rhizospheres on Living Roots (C3) _Presence of Reduced Iron (C4) _Recent Iron Reduction in Tilled Soils (C6) _Thin Muck Surface (C7) _ Other (Explain in Remarks) L Inundation Visible on Aerial Imagery (87) t/ Water-Stained Leaves (89) Field Observations: No --Depth (inches): O ---No Depth (inches): _2 __ _ Secondary Indicators {minimum of two required) _ Surface Soil Cracks (86) _Sparsely Vegetated Concave Surface (88) _ Drainage Patterns (8 10) _M oss Trim Lines (816) _Dry-Season Water Table (C2) _Crayfish Burrows (C8) _Saturation Visible on Aerial Imagery (C9) _Geomorphic Position (D2) _Shallow Aquitard (D3) ~ FAC-Neutral Test (D5) Sphagnum Moss (D8) (LRR T, U) Surface Water Present? Water Table Present? Saturation Present? (includes capillary frinqe) Yes t/ Yes """7""" Yes ---;:;-No Depth (inches):o ___ _ W etland Hydrology Prese nt? Yes t/ No Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Remarks: ENG FORM 6116-2, SEP 2024 AUantic and Gulf Coastal Plain -Version 2.0 VEGETATION (Four Strata) -Use scientific names of plants. Sampling Point: DP-2 Absolute Dominant Indicator Tree Stratum (Plot size: JQ ft [ ) % Cover S~cies? Status Dominance Test worksheet 1 . Saeium sebiferum 50 t/ FAC Number of Dominant Species 2 . Li9uidambar st~raciflua 10 FAC That Are OBL, FACW, or FAC: 4 (A) 3 . Total Number of Dominant 4 . Species Across All Strata : 4 (B) 5. Percent of Dominant Species 6. That Are OBL, FACW, or FAC: 100 .00 (A/B) 7 . Prevalence Index worksheet: 8 . Total% Cover of: Multiply by: 60 =Total Cover OBL species 80 X 1 = 80 50% of total cover: 30.00 20% of total c°'er: 12.00 FACW species 0 x2= 0 Sa12ling/Shrub Stratum (Plot size: 30 ft r ) FAC species 85 x3= 255 1 . Ligustrum sinense 20 t/ EAC FACU species 0 x4= 0 2. UPL species 0 x5= 0 3. Column Totals: 165 (A) 335 (B) 4 . Prevalence Index = B/A = 2 .03 5 . Hydrophytic Vegetation Indicators: 6 . 1 -Rapid Test for Hydrophytic Vegetation - 7 . t/ 2 -Dominance Test is >50% - 8 . 3 -Prevalence Index is S3.01 -20 =Total Cover Problematic Hydrophytic Vegetation1 (Explain) - 50% of total cover: 10.00 20% of total c°'er: 4.00 Herb Stratum (Plot size: 30 ft r ) 1 . Seirodela eol~rhiza 80 t/ OBL 1Indicators of hydric soil and wetland hydrology must be 2 . oresent, unless disturbed or oroblematic. 3 . Definitions of Four Vegetation Strata: 4 . T ree -Woody plants, excluding vines, 3 in. (7 .6 cm) or 5 . more in diameter at breast height (DBH), regardless of 6. height. 7. 8 . Sapling/Shrub -Woody plants, excluding vines, less than 3 in. DBH and greater than 3.28 ft (1 m) tall. 9 . 10. 11 . Herb -All herbaceous (non-v..oody) plants, regardless of size, and woody plants less than 3.28 ft tall. 12. 80 =Total Cover Woody Vine -All v..oody vines greater than 3.28 ft in 50% of total cover: 40.00 20% of total c°'er: 16 .00 height. Woody_ Vine Stratum (Plot size: ac11 c ) 1 . Wisteria sinense 5 t/ FAC 2 . 3 . 4 . 5 . 5 =Total Cover 20% Hydrophytic Vegetation 50% of total cover: 2 .50 of total cover: 1.00 Present? Yes t/ No Remarks : (If observed , list morphological adaptations below.) ENG FORM 6116-2, SEP 2024 AUantic and Gulf Coastal Plain -Version 2 .0 SOIL Sampling Point DP-2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches) Color (moist) % Color (moist) % Type' Loe' Texture Remarks -- -- -- 0 -4 10YR 4 /2 100 Clay Loam -- -- -- -- 5 -12 10YR 6/2 95 10YR 6/8 5 D M Clay Loa m ------ -- --- -- -- -- --- -- -- -- --- -- -- -- ----- -- -- --- -- -- --1Tyoe: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix. Hydric Soil Indicators : (Applicable to all LRRs, unless othe rwise noted.) Indicators for P roblematic Hydric Soils3 : _ Histosol (A 1) _Thin Dark Surface (S9) (LRR S, T , U) _ 1 cm Muck (A9) (LRR 0) _ Histic Epipedon (A2) _Barrier Islands 1 cm Muck (S12) _ 2 cm Muck (A 10) (LRR S) _ Black Histic (A3) (MLRA 153B, 153D) -Coast Prairie Redox (A16) _ Hydrogen Sulfide (A4) -Loamy Mucky Mineral (F1) (LRR 0) (outside MLRA 150A) _ Stratified L ayers (A5) -Loamy Gleyed Matrix (F2) -Reduced Vertie (F18) _Organic Bodies (A6) (LRR P, T , U) L Depleted Matrix (F3) (outside MLRA 150A, 150B) _5 cm Mucky Mineral (A7) (LRR P, T, U) -Redox Dark Surface (F6) _Piedmont Floodplain Soils (F19) (LRR P, T) _M uck Presence (A8) (LRR U) _Depleted Dark Surface (F7) _Anomalous Bright Floodplain Soils (F20) _ 1 cm Muck (A9) (LRR P, T) -Redox Depressions (F8) (MLRA 153B) _ Depleted Below Dark Surface (A 11 ) _M arl (F10) (LRR U) -Red Parent Material (F21) _Thick Dark Surface (A12) -Depleted Ochric (F 11 ) (MLRA 151) _Very Shallow Dark Surface (F22) _Coast Prairie Redox (A16) (MLRA 150A) -Iron-Manganese Masses (F12) (LRR O , P, T) (outside MLRA 138, 152A in FL, 154) _Iron Monosulfide (A18) -Umbric Surface (F13) (LRR P, T , U) -Other (Explain in Remarks) _ Sandy Mucky Mineral (S1) (LRR 0 , S) -Delta Ochric (F17) (MLRA 151) _sandy Gleyed Matrix (S4) -Reduced Vertie (F18) (MLRA 150A, 150B) 31ndicators of hydrophytic vegetation and _ Sandy Redox (S5) -Piedmont Floodplain Soils (F19) (MLRA 149A) _ Stripped Matrix (S6) Anomalous Bright Floodplain Soils (F20) --Dark Surface (S7) (LRR P, S, T, U) (MLRA 149A, 153C, 153D) _ Polyvalue Below Surface (S8) _Very Shallow Dark Surface (F22) wetland hydrology must be present, (LRR S, T , U) (MLRA 138, 152A in FL, 154) unless disturbed or problematic. Restrictive Layer (if observe d): Type: Depth (inches): Hy dric Soil P resent ? Yes t/ No Remarks: ENG FORM 6116·2, SEP 2024 AUantic and Gulf Coastal Plain -Version 2.0 -------< "r i u j OKIYER: SCOPOL.fTES. .!UES U . AICGREGOR. AIORR1S 0. CHESNUT.IMRYV. M 11 G,O'JC"ER AVE EXT FAIRHOPE. AL 38532 PARCEL ~6-46•02-0~ 0■000-0 18.000 PROPERTY ADDRESS: 11611 ~YFERAVE. EXT .• FAIRHOPE, AL 36532 PROPERTYISLOCATEDINSECTION"9, T~t/SOUTH, RANGe 2 EAST. BALDWIN CCUNTY. ALAMMA. VICINITY MAP 1" = 1 M ILE 31808 SF 0.73 AC 12060 SF 0 .28 AC =38" GREENSPACE 36889 SF 0 .85 AC 15451 S F 0.35AC =4 n, GREENSPACE LEGEND: 0# l:l • CONCRETE MONUMENT FOUND atF • • CAPPED REBAR FOUND RBF • • REBAR FOUND C1lF • • CRIMP TOP IRON FOUND 0£PF • • OPEN END PU>E FOUND CRS • •518" CAPPED REBAR Sl!T (CA-1109-LS} (Iii) • AIEASURED BEARING ANO DISTANCE (R} • RECORDED BEARING AND DISTANCE ltl..l!K •MAPBOOK PG. •PAGe INS • INSTRUMENT /NV •INVERT RCP • REINFORCED CONCRETE PIPE lrlCP • ltlETAJ. CORRIJGA TED PIPE BSt. • BUILDING SETBACK LJNE T -"4/LaOX ---i •GUYWIRE -.-•SIGN iii • WAJE"R ltlETER • •FlREHYDRANT A •WATER VALVE ~ •POWERPOLE • •UGHTPO!E ~ •ELECTRICltlETER [!] • TELEPHONE PEDESTAL .A. • UNDERGROUNO VTE.ITY MARKER -•GASTANK • •WATERNMP ----~---~-•OVERHEAD POWER UNE ------•WOU'FENCE ----.--.~-•GASLINE.(APPROXJMATELOCAT10N• SCALED FROltl UTIUTY MAP) ---<~~~ •WATERLINE {A.PPROXIUATE LOCATION • SCALED FROl,I UTJUTY MAP) ------•SEWER LINE {,APPROXIMATe LOCATION• SCALED FROll lflJUTY MAP) D . GREEHSPACE 0 • BIJ1LD,,UJLE PADIDISTURSED AREA MEADOWBROOK UNIT D (MBK. 1 1, PO. 81) LOT8 61770 SF 1.42AC 27,155 SF 0 .62AC =44" GREENSPACE srrEOATA: TOTALAREA·4.68AC. LOT4 4 CURRENT ZONING: fM fl.Dw DM!ly stl9N Famly ~ UN. FT. STREETS· NONE. NUMiJER OF LOTS: 4 SMAL1£sTLOr. 31,808sF (LOT2) GREEHSPACE:.1.8&4.C ''°") COMMON AREAS: NONE REQUI~O SETBACKS: FRONT: ,5FEET REAR.· 35FEET SOE:. ,o ffET SIDE STREEr. 20 l.iTll.mES, WATER SERYJCE! CITY OF FA.lRHOPE SEWER SEIMCE: CITY OF FAJRHOPE B.ECTRIC SERV1Ce CITY OF FAIRHOPE BROADBAND: A nr --sOME DIS1URBcD LOCA1IONS ARE TO SHOW GRAPH.ICAI..LY AREAS THAT M4Y BE DISTURBED FOR MNEWA YS. 1'>EY DO NOT CX>NVEY WHER.E THE o.Fa'VEWA YS MAY BE lOCIITED FOR THE EXCl=PTION OFLO'rJ. LOT 1 SHALL BELC>CI\TED 'MTHW 30FEET OF THE NOR1HUNE Off 81~fKWl. •- MEADOWBROOK UNIT I (MBK . 1 1, PG . IOS) 35'BSL OAYFBR PU.CB ---­ 72546 SF 1.67 AC 27,708 SF 0 .63 AC (SLIDB 273 1-A) =38" GREENSPACE SURVEYOR'S NOTES: 1. AU. MEASUREMENTS WERE MADE IN ACCORDANCE W'm4 AL.AM.lilA.STANDAADS. 2. THERE MAY BE RECORDED OR UNRECORDED DEEDS, EASaEHTS. RIGHT-OF0 WAYS. OR OTHl!R INSTitUMENTS WHIQt COUlDAFFl:CT TN:! BOlNlNll ES OF SAID PROPERTIES. 3. THE LINES REPftESENTING THE CENTERLINE ANO R IGKT~W AYS OF THE STREETS ARE SHOWN FOR VlSUAL PURPOSES Ota. Y ANO WERE NOT SURVEYED Ufr&..ESS RIGHT-0F"0 WAY MOHUMENTATION IS ALSO SHOWN. -4. SURVEY WAS CONDUCTED IN SEP'reM8ER 18, 2025; AND IS RECORDED IN FIElD BOOK 339 PAGE 89 A ND IN AN ELECTRONIC DATA FILE. 5.. 9EARINGS AN> CXSTANCES SHOWN HEREON WERE "COMPUTED" FROM ACTUAL FELD TRAVERSES.. &. 9EARINGSSHOWN HEREON ARE RUERENCEDTOSTATE Pt..ANEGRID COORDINATES, AI..A8AMA WEST ZONE 0102. MADU (2011). 7. ELEVATIONS~ HEREON ARE RE1"ERENCE> TO NA.VD 8&. 8. ALL GPS OBSERVATIONS WERE TAKEN USING REAL TIME KINEMATIC GPS. 9 . nus SURVEY IS 8ASED UPON UONUMENTATION FOUND IN PLACE AND DOES NOT PURPORT TO BE A RFTRACl!!MENT AND PROPORTION ING OF THE ORfGlNAL G<MRNM€NT SURVEY. 10. THERE W"8 NO AT"reMPT TO Ol!ITER:MINE THI: EXlST!NCE. I.OCATION. Oft EXTENT OF ANY 5ue.sl.lRFACE FEATURES. 11. SOURCE OF INFORMATION: G4YF!Jt PLACE SUBOMSIOH, SLIDE 2731-A; MEAOOW9ROOK UNIT 1. MBK. 11. PG. 1015: MeA.DO'NBROOK UNIT 2. MBK. 1 1. PG. 81: WESTCOR l.AHD lTT1..E INSUUHCE COMPANY. Tm.E COMMllMENT NO. 25-001185, OATED JULY 10. 20215 AT 9 :30 PM. GENERAL NOTES: t . FINISHED FUXlR EL.&ATION SHALL BE ta~ ABOVE H IGHEST GRADE NEXT TO PROP05ED RESIDENCE 2. SIOEWAUCS SHAU..ll!IE INSTM..LED PRIOR TO APPROVAL OF CERTIFICATE OF OCCUPANCY FOR HOME CONSTRUCTION. FLOOD ZONE INFORMATION: THIS PROPER TV LIES WfTHIN ZONE -X-(UNSHADED) AS SCALED FROM THE FEDERAL EMERGecv MANAGDE.NT AGENCY"S A.000 INSURANCE RATE MAPS OF BALDWIN COUNTY. ALMIAMA, MAP NUMBER 01003C0M2M. COMMUNITY NUMBER 01 l5000, PANE\. NUMBER 0&42. SUFFIX MANO MAP NUMBIER 01003COM--4M, COMMUNITY NU MBER 0 15000, PANEL HUM.BER ~. SUFFIX M, MAPS EFFECTIVE DATE APRJL 1'1. 2011i. DESIGN ENG LOT a DELORTD, VICKIE L 8fJIJ2BROOKLN "AIRHOPE, AL 38532 #', RCEL ll-05.,t8■02■09■ o-ooo.o,6.060 ~-~ ... OUrHIC SCALB --i i ... f'l!l!T) 1 l•cfo • 3G fl. LDT St w B LOT66 SURVEYOR'S CERT/FICA TE: ~ s LOT57 LOTS8 5')()•31t'6Q'W 16.13' (U ) soo•13-s.s•E 16' R LOT 2, GAYl'ER Pl.AC!! SUBOMSION. AS PER MAP OR PLAT TIU!R!!OI" RECORO!.D O N suoe 2731 •A. IN TH!. R!.COROS IN THI! o,.-Ic l! OF THI! JUDG!. 0, PROAAT!, l!M.OWIN COUNTY. Al.MAMA. (DgauP110N COPIED IIIAOM ~TCOR LAND Tffl.E NSU~ COMPANY. TITll! COMMrrliE.NT NO. 25-00119 15. DATED JUL V 10. 202:15 AT liil:M PM) I Hl!R!:9Y (%RTl,V ntAT AU. PART$ OP' THIS SURVeY AHO ORA.WING HA.VI! 81!:!N OOMPLnm IN ACCORDAHCI! WITH TM!! CURMNT Rl!QUIROl!NTS 0 111 THI! ST.u«>AADS C# PRACTICI! fl'.OR SURVl!VNG IN THI! STAT!: 0111 Al.A.!AMA TO TIE MST o, ti"( KHOW\..EDG~ INFORMATION, AHO aruu. V1CTOR L. GERMAIM. AL P.L :S. NO. 3&4n J».ff. -SUlltVEY NOT VALID WrTNOUT ORIGINAL SIGNAnJM AND :S~ DRESDEN WOODS GREF.NSPACE PIAN N/A DRAWN S.E.B.N.L.G. CHKD. V.l.G. L.M,D . SURVEYOR V.L.G. PROJ MGR C.S.B. 8 Dewberry• 151" FrwdlNp ,._ Daphne,At. '6Sl6 )51-990-9950 t.151,;'29"91tS SCAlE 1 "s30' PR OJ. NO. 50 1 89049 5018 90•9 .. B ISHOP GA~R RD PRELIM PL,\T FILE SHEET I Dewberry· October 30, 2025 City of Fairhope Planning Commission 161 North Section St. Fairhope, AL 36532 RE: Traffic Study Requirement -Dresden Woods Members of the Planning Commission, Dewberry Engineers Inc 251 990 9950 25353 Friendship Road 251 990 9910 fax Daphne. AL 36526 6278 , www dewberry.com We are submitting this correspondence regarding the Traffic Study requirement for the proposed Dresden Woods subdivision located in Fairhope, Alabama. The site's address is 8611 Gayfer Ave. Ext, and the proposed subdivision will consist of four (4) residential lots. According to the City of Fairhope subdivision regulations, a traffic study shall be required for all applications that will generate an average daily traffic count of I ,000 trips or more, or 50 trips or more during any peak hour period . The proposed development includes only four (4) single-family dwellings. According to Traffic & Highway Engineering, by Garber and Hoel, the average number of daily trips for a single-family dwelling is 9.57. Using this value for each of the four houses in Dresden Woods, the total projected traffic generation is approximately 39 daily trips, which is well below the 1,000-trip threshold that would warrant a traffic study. Based on the small scale and use of this development, and considering the above assumptions, a traffic study does not seem to be necessary for the Dresden Woods subdivision. Please let us know if the City requires any additional documentation or clarification to confinn this determination. Sincerely, Dewberry Engineers Inc. Logan . Dunn, P.E. Project Manager 251.929 .9786 LMD:jgd Page 1 of 1 e Dewberry Dewberry E"g,nee·~ Inc 251 990 9950 -,!s1Sl ~, ... <KJslq·, Ro.Id 2&t 9'.kl.9910 t:;a, D4µMo AL :36!:i~ www.t3iawW(Y cl9'fT" Project: Dresden Woods Utility: F11irbope Utili1ios Date: Monday, November 24, 2025 Time: ...;7.;;;an;;;;1'----------- Obsenatio11si Static lbdrant (Nevest to ProPOsed Project) General .Location: lnters«tion Bitbop Rd. & Gayru Rd. "Hydrant No. Latitude Lonlrltude I Size Material Statir PSI Residoal PSI (Flow) 30.53085 -87.877555 I 6 PVC 48 43 For Best Results Residual Needs to Exceed 25% I O~o Residual °""11 add'! hydrant Flo-,., Hydrant General Location: Fairhope Elementary @ Bishop Rd. *Hydrant No, Latitude Lo111ritude I Sue Material Pitot PSI GPM 30.527094 -87.877703 I 6 PVC l6 1007 Calcuhatioa1: Flow@?0PSI Hydrant Paint Scheme GPM @ lest PST 1,007 GPM @ 20PSI Color Classification Start-10 PSI 28 Less than 500 GPM Red C R~ldual PSI s 500 -999GPM Oramre B GPM (a) 20 PSI 2,553 1,000 • 1,499 GPM Green A **Pressure Drep 10% 1,500 GPM & Above Light Blue AA Cody Kacbele lnspector(s) 9 =/iif: :.<.~¥-Zs- SEAL JASON N. ESTES 2271 -4 Project Engineer Reg. No. Page 9 o f 10 MEMORANDUM OF TRANSMITTAL Date: 11/3/2025 To: Fairhope Planning Commission Applicant certifies that submittals have been made for the following identified mEtf'B: tcf'ritori B::1 development to the Baldwin County Engineer and the County Planning Officer as evidenced by the certificate affixed below: Name of Subdivision: Dresden Woods S ignature of Applicant: A uADJ1,, 6~ I, the undersigned , hereby acknowledge receipt of p lat and/ or plans for the proposed development named above. (Signature on this acknowledgement shall not constitute any approval of such p lans whatsoever.) Received: 11/3/2025 Date By: Ba ldwin County Permit Eng ineer I Dewberry· October 28, 2025 City of Fairhope Planning Commission 161 North Section St. Fairhope, AL 36532 Dewbe,ry Engmeers Inc 25353 Fnendshtp Road D11phne, AL 36526 6278 251 ,990,9950 251 990.9910 fax www dewberry.com RE: Operations and Maintenance (O&M) Plan -Dresden Woods Subdivision Members of the Planning Commission, We are submitting this correspondence regarding the Operations and Maintenance (O&M) Plan requirement for the proposed Dresden Woods subdivision located in Fairhope, Alabama. The site's address is 861 I Gayfer Ave. Ext, and the proposed subdivision will consist of four (4) lots. This proposed development does not include any new on-site stonnwater detention facilities, drainage structures, nor any modifications to the existing stormwater conveyance system located in the right of way. The project will maintain the existing drainage panems and runoff characteristics of the site. Given that no new stonnwater features are proposed, there are no facilities requiring ongoing operation and maintenance. Therefore, an O&M plan does not appear to be applicable for this project. Please let us know if the City requires any additional documentation or clarification to confinn this determination. Sincerely, an M. Dunn, P.E. Project Manager 251.929.9786 LMD:jgd Page 1 of 1 "t i I \ I % I % I t I \ I \ I i I ,.. ..-.-.,.M,r £111'1'!/20.Jll' t I ~ I t I i ,,. ~; ~ l'; I ~ ,! ! . a; tS I •a; <11 I C a t ~ I \ t ~ \ I \ t I I \ ~ I I \ i I I \ l I I i ~ \ I i ~ I I i I PROPERTY IS I.OCA 1E() W S[C710N 09, T'0',1,NSHJP 6 SOUTH, fl.A}K;£ 2 €AST. IJALOWI CCU/I/TY, ALABAMA. LOT 10 R~BARK. R L ETAL 5841 R1Vfl,J8ARI< LN FAIRHOPE:, AL J65J2 PMal. J'()!J-46-02-09-0 -000-016.011 125.t4 ' (Ill) 125.00' (R) 1•c11F llEADITTIBROOK UNIT II (MBK. 11. PG. 81) LOT 9 PROVID£NC[ PL ACE CONDO BSSO SOL/77-f~ CT FAIRHOPE, AL .J65J2 PARcn ;/0~46-02-09-0-000-016.0IO ,.,_._,. M 262.•l' (R) LOT 8 PfTTM.AN, CA 11i£R~ P 184JO G/?££NO RO f: AIRHOP£, AL .16532 PARCD. 1!)5-46-02-09- 0-000-0tB, o,o \ LOT .µ ROl!ICFnS. DONOVIW A. (TAJ. R06£RTS. KATELYN /J 6600 8RDa< I..N FAfRHOPE, Al J6SJ2 PA>?C~l:o5:o~~-09- \ \ MEADOWBROOK UNIT I (MBK. 11, PG. 106) LOT .fS LUCAS DANIE/. K E7UX BRANDY J MCKEE. 6618 BROOK I..N fAIRHOP!:, AL .J6.!JJ2 PARCD.. j(J5-46-02-09-0 -000-0 l6.0,S5 LOT 46 COME S. RAa+EI.. A 868() 8ROOI( I..N FAlf?HOP£. AL .J65J2 PARCEL ,0~46-02-09- 0 -000-016.056 LOT -f7 BYRO MARYPRATT 71JRNER 8642 BROOK I.JI FAl/1J10P£. Al J65.J2 PARm ,OS-"6-02-09- 0-00C--016. 057 LOT .fB SEXTON IJALC<Xltl J 8654 8ROOI< l.fi FAJRHOPE.. Al. J.65J2 PAR'C!L j05-.f6-02-09- 0--000-016.058 J5.2' (RJ 1/r CRF JS. 10' (M) {l,IO(JIIE.} 589"45"14 "£ 72J.00' (1,J) S89"57'W< 7:tJ.00" (RI \ \ 7,5' ORA /HAGE d-Um.lTY EAS£MENT \ ------------~--------·',,-----------------------------------------t ~~ \\ \ ~!~:~ LOT 49 DA 1-!'S. JUD/11-1 ANN ET Al DAWS. 1-10, THEfl 2901 OLD BARN QR SE O'ftl!NS CROSSROADS. ,',,L J:$76J PARCEl. ,105-"6-02-09- 0 -0CKrOl6.~9 LOT ,f9 OtLOR"TO, '-fCKIE l 8682 BROOK I.I/ FJJRHOPE, AL J65J2 PARctL #()5-46-02-0 9- 0-000-016.060 LOT 51 LOT 55 \ \ ~ls =1;;;° !-----------------------------------------------------------------------------------------------------.JS" 9SI. (PCR ~1) --------------\\ ---------------------------------------------------------------GAYFER PUCE----------~ .. ~,~ 1/2" RfJF ' \ \ (SLlDE 2731-A) i -~-...-- N w E s CRAPJBC SCALE ~-.J 'j -~ I i 1 •" FET l I -~I -.IO!i W£STCOR LAND Tm£ INSURANCE COMPANY. TITLE COMMITMEN T NO. 25-001195. DATED JULY 10, 2025 AT 9::JO PM, SCHEDULE 8 -11 £XC£PT10NS.- 1. MY DEff.Cr, LJEN. ENCUMBRANCE, ADvEPSl Ci.AJM. OR OTHCR MA7TER THAT l<PffARS FOR TH£ FlffST TJMC IN THe PUBLIC R£CORDS OR IS CREATcD. ATTM:H£:S, OR IS OISCL05£D BE.TWffN TH£ Cl»,f_wn.l!Nr £147F AND THE DATC ON WHICH ,',,LL Of" ~ SC~DIJLE 8. PART I-R£0U/RDl£ffl5 ARC MEr. (HOT A SURVcY /TD.I) 2. RfCHT"S OR Cl.MIS OF PAfmES IN POSSESSION NOT SHOWN £1r THc PU9UC RECORDS. (NOT A SURI,£'( fTE:M) J . fASE1.19/TS OR CLAJAIS OF E,4SD/£NTS NOT SHOWN BY 11-1£ PU8LIC RECORDS. (NOT A SIJINfY frE/,,1) 4. DfSC!ll:.PANC/£5, CONl'UC"f'S IN OOUNDARY UN!S, E~N1S. CN£RUPS, VARb11110NS OR SHOffTilrGE IN ARE.It OR CClflENf, PAl?7Y W,',LLS AND ANY ~R IMTm?S THAT K-OULO 8£ DISCLOSED BY A CORRECT SURVE:Y ANO/OR PHYSJCAL WSP£CTION OF m£ I.ANO. (SI-IOWN ON SURVEY. IF ANY EXIST) ,. ANY LIEN. OR RIGrlT TO LIEN, fOR Sf':RVIC£S. LABOR OR MA.TERt,\l HtR£TOl'OR£ OR H£kEAJ'1£R F'URNJSH£D, /MPOSCD 8Y !AW AND NOT SHOWN BY THE" PU8UC RE.CoRO. (NOT" A SURVtr ITDI) 8. MY Wll:irR OR lti'l.L ~ OR RICHTS OR Tm.£ TO WA7rR OR CI...AJMS THER£0f". IN, ON OR Ul'IOE'1 THE I.AND. (NOT A. SURVCY ITEM) 1. UNPATE.NTED MJMN<; CU.INS; RESONATJONS OR £XC£PT"ION'S IN PATENrS OR IN rn£ JC1S AU'T"HORfllNC 11-1£ ISSUANCE OF SAIO PAIDffS. (NOT A SURVfY IID,1) 8. /lrl..L TAXES, AS5£SSM£NTS. LE'\lr€S AJolD CHARGcS WHICH CONST/rorE LJENS OR ,'R£ DU£ OR PAYNJI..£ INCWOfNG UN~EMW TAX S,U,£5. (Nar A SURKY ITDI) g_ Tffl.E TO A11. ftfl.NERALS WITfflN Al{() UNDE.RI..YINC Tl-!£ PRlMIS£S, TOC£TH£R wtTH ALL ltllMNG Fl"JCHTS AND OTHER RIGHTS, PRMUGES AND IIJ.UUNm£5 REI.AT/NC THERITO. (NOT A SURVEY ITCU) 10. ALL TAXES DUE IN 71-(£ YEAR 2025 ANO SUBSEOU£NT YEARS. NOT ITT 00£ AND PAYABiE. THE 2024 TAXES Hll\lc BffH Pl!JD N-ID AR£ ASSESSE'J'J UNDER TN£ NAIi£ Of' SCOPOUTES, JAMES M AND S M: PARCEl. I OS--46-02-09-0 -000-0-16.000; PPIN NO. ,fJ888; ISJ-4.20. (WOT A SURVEY fTf:1.1} 11. THE TAK INFORMATION tS IN ACCCRDANCE WITH 11-1£ RECORDS AVNt.ABlf IN 1H£ OFF/C€. OF THE COUNTY R£VENU£ COMWSSIONEP AND JS SUBJECT TO CHANCE WfTH AOJUST/,IDITS MADE BY ~T OfFIC£. ANO/OR 804RD OF £.OUAL./ZA.TION. THIS CON.Um.tENr ANO AM' SUBS£0UEW' P0LJCY WHICH SHALL 8£ ISSUED 1+1LL NOT INSURE AGAINST ANY RE-APPRAJSAJ., ASSESS£!) V.A4UE" AOJUSTMDJT, CURRENT US£ ADJUSTU£NT AND/OR ESCAPE TAXES WWCH AMY 8£CQM£ OVE BY Vllm./£ Of" ANY FfJT()R£ ACTION OF 11-1£ OFFIC£ OF TUE R~M.)£ C(}l,I.V/SSIONE.R OR THE BOARD OF EOUIIJ.ll.AT>ON, (NOT II WRVfY tr£~) 12. EXISTING RIGHT Of" WA.Y OF GAYFE.R AVE:NUE: Df!ENStON "i,IK/A c;,IYl'ZR' RO,l,O E"X1CNSION, AND BISHOP R0,41)_ (SHO~ ON SUl?vn') 1-\ BV/l.OJNG SETlMCK LJNE.S, DfWt!W;C AND urn.1TY E,l,.SfMENTS, r.f./WS; co~ ,WO fl£'5110~no,,rs AS SET OVT ON R'f:CTJROED '-'LAT Or SAID SUB'D(V,Sl()N ON SJ../0£ NO. 2 731 --.4.. (S.'"/OW,V ON SlJR\£Y) 14. FdCHT-Of"-Wl-r ME:o r()p PuBtlC R(M/J Dt1:Wr$J (;Jr [ONA #COBS TO fW..{)WfN t<Jum'r, D!4rt[J ()9/:U/11162. Flf..EO-FOi? f?ECORO ON 08/o2/lfl9f}, I~ REAi. ffloP~fm' eod(< J.9fi., PM£ 765. (SHOWN ON 51.Jr<Vtr) r.,5 fJRDIM4HCE /.JO, /787 9¥' Tl-I£ Cfr'I OP FA!RM)PE fr;R 111,/f'IGXAOON, o,,,rw 1V20/202;J, RJ.ED ,2/07/2023, .AS-INSTRUM&ff ~!N:R 21Df19!J (AffF(:rS PROPerrY. Pf?OPeRrr--ZONED R-1) 16. Tl-NS POLICY ~ Ner lfrlSli~~ ANY" CtA/f.4 OR CU.JMS ,4R1SJNC RY R£ASON OF ANY PORTION o;: ~ suaJ£r:r PROPEITT'I Blft,il; ()El.if¥£ATED A'S Wt.'11NJOS l1Y' .II CO~£HTJJ... AG9JCY OR ).(;£NCH 1-(AI/JNG JURiSi)CTION OVE"? SA.l,,IE {f'OT ~ SU~ tmtl) 17. TIRMS. CONOIT10NS. PROVfSIOHS MO ~ OF" ALL RD?Wr5 AND LICDISES OF n;p!RAj., STA.Tf" CJR l,.JXAL CQVERNUetr. ~LlJGI{','(; J.PPLIC4BLE ACENCli!:.""S A"ID IJE.PAJmJ9/T A..''O P[ily~ AND QiJ.4SI COVER,'ill eflAI. AGENCIES HAVING JUR!SOJCOON (1V£R 1r(£ R'£A!.. PR0P£JtTY. /NCtUOOK; BrJT NOT UJlfTED Tb ~tr:OONS Oh' ~ QF A/tl'f ~ IJ£UN£AT£(} 8",• C:CVEPNMENTAL At:ENCIE.S AS Wf.'TIJINUS.. (JW:11 A SLNM"Y rml} ,a :~~::s'U~"'fts ~~n: ::o::~r£F7Y ,s EXCI.IJ0£1! ~ COW.Ar.£ vr-~ T}flS F'(){JC', \ \ L _ _.,, ----- \ \ LOT 56 \ \__ \ "---, PROPER TY ADDRESS, 8611 GAWD? All[, £XT., f'A/f-/HOPf, .AL J65J2 ZONING: R-1 LOW DENSITY SWCl.£ FAIIJI...Y RESJD£N1/AJ.. DISTRICT SOURCE: crrr OF" FAIRHOPE PUBLIC ZONINC DISTRICT MAP. S£TBACJ< R£0UIR£M£N TS: FRONT -40 F££T R£AR -.J5 FFET SJDE -10 mT STRCIT SID£ SETBACK -20 FffT SOURCT: CITY Of" FAJRHOP£ PU8UC ZOfflNC DISTRICT U4P. \ \ \ 7H£ FOlLOWINC W£R£ NOT OBSE:R~O ON SIT£.­ REC£NT £ARTU UOVWG IVORJI(", Bl.ltt.OING CON5711tJCnON. DR BUt/..DING ADOITIONS OR ONGOING STREET OR SIDEWALK CONSTRUC110N OR REPAJR. BW.OI-NC CONSTRUCTION. fJUII.DING ADD/OOHS, SUMP, SAHfTARY J.Al'ltJ fll...L OR SW//1,iMJNC POOLS. PARKING NONCOBS£JM:D UC£NO.- CNF l:J ::-CONCR£r£ MONUUEN T FOUND CRF O ::-CN'P£.D ffCBA.R FOUND RBF (> ::-Rc.BAFI FOUND C11F @ ::-CR/UP TOP IRON FOUND ot:F'F @ = OPEN EMJ PIPE FOUNO CRS • ::-S/B-CA.PP£0 ~BA.Ft SET (CA -1109-LS) (U) ::-AIEASU~O 8£.ARING A ND DIST.A.NC£ (R) ::-Re.CORDED BEARIN<; AND DISTANCE M,BK. -MAP BOCK Pf;. ::-PAGE JNS -INSTRUu[NT /NV ::-WYE.RT RCP -R[INfORCEO CCNCRE.TE PIP£ MCI' ::-MET.Al. CORRUGII 7f1) PIPE BSL ::-81.m..DJNG SETfJ/,CK UN£ 'f ""MAit.BOX ----¼ = GUY K!"RE .........--""SJGN !!ii -IVAl'FR METER i : :;;~t:: 'tl... = P01t9i' POl£ ¢: -LICHT POt.C Im = ELECTRIC M£.1CR [I] -"!F1..f':PHON£ PEDESTAL 4 = UNIJ£RGROUNO UTILITY IIAFIKEff ~=GAS TANK @ -Wlll'FRPUMP -01-P-(lll'­_, __ , __ -CIVE:Rh'[AU ~OrtfR UN! -·--•-- ,LOOO ZONe INFORMA nON: THtS />HOPcfm' UES WT1HJN ZON! "X" (/JNSHADED) AS SCAl..£D moM THE f'tt)(RAL EI.IERGENcY J,W,J,AG£J,l£NT .AGDICY'S flOOD INSURIWCf: RAT£. MAPS 0/: SAI.DwtN COUHTY, At.AS4MA, lilAP NUU9ER 0100JC0642ltl, COUltlUNfTY N()M8£Fl 0 15000, PANU NUl.l8£R 0642. SUFFIX I.I ANO WP NUUBVl 0100JC06,411, COMUUNfT'f NUUBER 015()()(). PA#EL NIJMBET? 06<f4, SUFF1X M, MAPS c.F'FEC17VF. D,4T£ APRtt.. 19, 2019. SURVEYOR"S NOTES: I . Al.I,. M£ASURfll£N1S W£RE UAlE IN ACCORDANC£ WITU Af,.A8AU4 STJ.NlJI.RDS. 2. TI-IERf AMY 8£ RECOROED OR UNRECOROED 0££.DS. E,ISEM£NTS. mcHT-OF-WA'tS. OR 0 71-1£.R INSTl1UM£NTS 'illHiCH COULD AFFECT TH£ BOU/'ICIAR1£S OF SAID PROP£RTlES. .J. THE tmES REPR!'SDmNC THE CEffTtltt!Nf': .AHO RfGffT-Ol'-WArS OF TH£ STREE7S ARE SHOWN FDR LIISl'.MI.. PURPOSES DNl.Y AND Wt.RE NOT SUR'VEY£D UM.ES$ RIC/.ff-OF-WAY UONUMENTATION IS Al.SO SHOWN. ,. Sf,JRVEY WAS CQNlXICTEO IN S[PTDlfJB? 16. 202j; AND IS FIECORDfO IN Fl[UJ BOOK JJ9 PACE 69 A.NO IN AN fl.ECTRON!C tl4TA AIL S. BDRJNGS AND DiSTANCE"S SrKJWN ~ER£0N WE"RE" "COUPU1&D" FROM AC1UAI. Fl.fJ.D mAVERSES. 6. BOJ?iNGS SHOWN Ht":REON AR£ RUER£NCED ro STA.1?'.' Pt.AN£ GRID C00R()(NA.T£S. AtA84MA W£S"T ZON£ 0 F02. NAD8J (20 r , J. 7. El.EVA710NS SHO'NN HEREON ARE REFERENCED ro W.VO 88. 6 , AC.L CPS OBSERVATIONS WERE TAKEN US/NC R&J.. T1UE l<IN£Wff/C CPS. 9. Tl-NS 5URVE'f" IS BASCO UPON ltlONI.MfWTA.TION FOUNO IN Pf..A.C£ AND DO£S NOT ~ TO 8£ A ff£TRACDlrNT ANO PROPORTIONING Of' TH£ ORIGINAL GOVERNI.IE"HT S~. 10. T~ lt'AS NO ATTDJPr 1D DD£.RIIIJNE 71-/£ ~E. LOCllnaN, DR E"XTE}JT OF ANY SUB-SURFACE f:"£4.7VR£$, 11, SOURCf OF INFORIIMTION: CAYF£R PI..N:( SUBDMSION, SL.ID£ 27Jh",; MEADOlt'BfhX>K UNff I, UBK. r I, PC. 105: M£Af)()W8R(}()I( UNIT 2, UBK. Ir, PG. BI; Wc'STCOR I.ANO rm£ INSUfWICE COltlPANY. nnE COM/JilMEW NO. 25-001195, DATED JULY 10, 2025 AT 9:JO PM. LOT 1 roQ,.£. ED 'MN £ 861.J GAYF£R ROAD EXT FAJRJ-IOP£, AL ~2 PARCEJ.. ~-4S-02-09-D-OC0-016.0,C N89"57'~"W ,,o.oo· (RJ l'll!J9''45'<f1 "'W 1J9.84 ' (M) 0£SCRIPT10N.- LOT 57 LOT .58 SOO'J6'$0"w 15.IJ' (U) SD0'1J'S.ST IS ' R LOT 2 , c;.tn:D? Pl.AC£ SV8DIVICION, AS PEff lilAP OR PLAT TI-IEF?£0F RECOROED OH SUD£ 27Jt -A. 1W THE RfCCR!)S IN THE OFFICE OF T>-lf JUDGE OF PROBA.TE, BAWWIN COt.lllT't, AlAB4""4. (OESCRIPT>ON COPIED FFtOM WESTCOR I.AHO TITLE 1/1/SfJFIANCE COUPANY, Tin.£ COMMITMENT NO. 25-001195, t:tAT£D JULY 10, 2025 A.T 9 :JO PM) SUR~YOR'S C£RT1FICA TE: 1&. MATr:Hf>aNT Oct.f!I..OPMENT, LLC, A.N AUl8AI.IA UW7£D LIAfJIUTY COMPANY: £STATE" OF JAMES ~AD. SCCPa.11£5: ~S"Tt'a'\' I.AND Tm.E /NSUFIANCE COUPANY: ,',,L,IJJAMA. I.ANO 11TL£ COMP~Y, INC.: T"HfS IS ro CERTIFY Tl-IA. r THIS MAP CR Pl.A T AND THE SUR~ ~ 'M1/CH I r IS BASED i'tfRE MADE IN ACCORDANCE. WTH 1H£ 2021 1.1/NIJAW STAl'ltJARO DETA/L REOUIFIEMEN"TS FOR A.LTA/NSPS I.AND 1111.E SURl,,£"YS, JOINTl. Y £S1ABUSHEJ) AND ADOPTED BY AL TA ANO WSPS. AN() INCLIJOES 11DIS I, 2. J, ,. 7(A }. 7(8)(1), & 9, 1J. 18, I 7 MD 18 OF TA!N.E A THDKOF. TH£ flElD Ml'i'1< WAS COUPLE1CD OH SEP7EUBER 16, 2025. ~"s~ t :\ ~~~~\ ~ Lioo~ ALTAIN,g'S I.AND 1TILE SURVEY O Al E; Oi/16/202!1 LOT 2, GAYFER PIACE I Dewberry" ;::953frilS!dwpAa.id ~AL.,0.¢, =~1.9911-995,11 f3•~t~~ <:HECkEO 8Y; 1/U: SECTION 00, T-8-S, ~-2-E QA.UlY,H~ COUNTY. Al..ABP,tr.lt. P~o.JECTf;' '!,0169049 SHEET I«). "t ¢f 1 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 Fairhope, AL 36533 251-928-2136 (p) 251-928-6776 (f) www.fairhopeaI.gov July 8, 2025 Re: PPIN 43888, NORTHEAST CORNER OF BISHOP AND GAYFER RD EXT, 4-RESIDENTIAL This letter of availability is only valid based on what was proposed at the utility review meeting. Any changes or deviations of the proposed plan will require another utility review. This statement of availability remains effective for twelve (12) months from the date of this letter, at which time it shall expire and automatically be withdrawn. 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 necessary infrastructure improvements will be at the developer's expense. Sewer: Based upon a review of the proposed development, low pressure sewer ~ervice by Fairhope Public Utilities is currently available. Low pressure sewer must be installed on frontage of property along Gayfer Rd Ext. All tap fees and system development charges (SDC's) will apply, and all necessary infrastructure improvements will be at the developer's expense . Sincere ly, re ater/Wastewater Superintendent 9 Dewberry· November 17, 2025 Hunter Si mmons Pla nning Di recto r City of Fairhope 451 Peca n Ave St e. 200 Fa irhope, AL 36532 RE: SD 25.19 Dresden Woods Disposition of Comments Dea r Mr. Simmons, Dewberry Engineers Inc. 25 1.990.9950 25353 Friendship Road 25 1.990.9910 fax Daphne, .4L 36526 w1.-v1.-v dewberry.com Th i s lette r i s i n response to comme nts we rece ived on 11 /12/2025 f o r t he above-ref erenced app li cat ion. Be l ow a re the comments we rece ived and our response to eac h. 1. On the plat please add Su bd ivisi on of Lot 2 of Gayfer Place Response : Added to plat. 2. Please co nfi rm the owne r's inte nt w ith ex ist in g b uildi ngs Response : Inte nt i o ns a re t o clear all structu res from Lot 4 3. Please provi de t he necessary approva l s f rom Baldwin Cou nty rega rding wo rk i n the Gayfe r Road Ext e ns i on and Bis hop Road ROWs. Response : Appli cant w ill prov ide ap p roval l etters before commencement of work 4 . Please refe r t o Slide 2731 -A "Gayfe r Place" for add it i onal requ i reme nts in c l uding b ut not lim ited to Lot l 's ingress/egress be located i n t he nort hern ha lf of t he l ot as to keep d i sta nce f rom t he Gayfer Road Exte ns io n and Bis hop Road inte rsect ion . Response : Note added to plat fo r driveway locati on 5. Installati o n of s idewalks as requ ired o r a n easement w ithin subject property may be reques t ed in lieu of s idewalks. Response : Plat has bee n rev ised to s h ow an easement f o r t he sidewa l ks with in the l ots a nd added a note t hat they need to be installed p ri or to app roved certificate of occupancy for home co n str uctio n . Page 1 of2 6. A condition of approval to the Fin a l Pl at i s t he removal of t he ove rhead powe r lines c u rren t ly located o n proposed Lot 4. Staff is recomme nd i ng of i nstallat ion of s idewalks . The easeme nt may still be requi red due to exi sting conditions of the ROW. Response : Applica nt is wo r king w ith Fairhope Ut ilit ies who i s re l ocati ng t he ove rhead power lines. It w ill be completed b efo re final p lat approva l. Easeme nt fo r t he sidewa l ks w ith i n the l ots has bee n added a nd a note t hat they need to be installed pri o r to a p prove d certificate of occupa ncy fo r home construct io n . 7. Dra i nage should be l ocated w ith in a Commo n Area subject to the wetlands deli n eation report. Response : There a re no common a reas prop osed fo r this subdivi s io n . Wet lan d deli neation has been provided a nd 30 foot und ist u rbed b uffer h as been i ncluded o n the plat. 8. Please p rovi de a wetlands delineat io n repo rt p ri or to t he Decembe r 1 Plann ing Commissi o n meetin g. Wet l a nd, a nd wetland buff e r(s) sha ll be i ncluded in a commo n a rea. Response : There a re no common a reas proposed fo r this subdivi s io n . Wetla nd deli neation has been provi ded a nd 30 foot und ist urbed b uffer has been i ncluded o n the plat. 9. Based on t he comments f rom the Utilities Engi nee r (attached) requ iri ng t he i nstallation of sewe r infrastr uctu re the application i s now f o r a majo r s u bd iv isio n . Response : Noted 10. Please p rovide addit iona l applicati on fee ($1,300) as soo n as poss i b le Response : Additiona l fees have been req uested a nd w ill be prov ided u nder a separate cover. Tha nk you fo r you r ass i stance as we wo rk toward an approved plat. If add it ional i nfor mation regard i ng t hi s application i s needed, p lease advi se. Si ncerely, Dewberry Engineers Inc . Awu,,~ S . 0~ Aaro n Co l lins Deput y Proj ect Ma nage r cc : Fil e 50189049 I Dewberry· Page 2 of2 of FA1n0 ;.<i CJ en' {tlAet\~ Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer THE CITY OF FAIRHOPE, ALABAMA PLANNING & ZONING DEPARTMENT Aaron Collins Dewberry 25353 Friendship Road Daphne, AL 36526 asc olUns@dew..er.r-¥,c.-0m November 12, 2025 RE: Development Review Committee Letter SD 25.19 Dresden Woods Dear Aaron, This review package is based on applicable provisions of the City of Fairhope Zo.ni.og Ordinance, Svo.c!ivision--1kgulations, and staff recommendations . The subject application has been reviewed for completeness in accordance with these regulations . As a result, staff has identified the following deficiencies. The list below, while not exhaustive, summarizes the outstanding items requiring follow­ up information, revision, and/or resubmission as discussed during the November 12, 2025, Development Review Committee (DRC) meeting. Please be advised that the City of Fairhope reserves the right to make additional comments on this application prior to the Planning Commission meeting date. General Comments 1. On the plat(s) please add under "Dresden Woods" the following: Subdivision of Lot 2 of Gayfer Place. 2. Please confirm the owner's intent with the existing buildings on proposed Lot 4. Depending on the owner's intent structures will need to be removed as a condition of approval of Final Plat. 3. Please provide the necessary approvals from Baldwin County regarding work in the Gayfer Road Extension and Bishop Road ROWs . 4. Please refer to Slide 2731-A "Gayfer Place" for additional requirements including but not limited to Lot 1 's ingress/egress be located in the northern half of the lot as to keep distance from the Gayfer Road Extension and Bishop Road intersection. 5. Installation of sidewalks as required or an easement within subject property may be requested in lieu of sidewalks. 6. A condition of approval to the Final Plat is the removal of the overhead power lines currently located on proposed Lot 4. Staff is recommending of installation of sidewalks. The easement may still be required due to existing conditions of the ROW. 7. Drainage should be located within a Common Area subject to the wetlands delineation report. 8. Please provide a wetlands delineation report prior to the December 1 Planning Commission meeting. Wetland, and wetland buffer(s) shall be included in a common area. 9. Based on the comments from the Utilities Engineer (attached) requiring the installation of sewer infrastructure the application is now for a major subdivision. 10. Please provide additional application fee ($1,300) as soon as possible. 451 Pecan Ave, PO Box 429, Fairhope, AL 36532 251-928-80031 www.tairhopeal.gov 1 of 2 of fAIHti. ~ ~ rn d lti.BA.~~ Sherry Sullivan Mayor Council Members Andrea F. Booth Jack Burrell, ACMO Jimmy Conyers Joshua N. Gammon Jay Robinson Lisa A. Hanks, MMC City Clerk Kimberly Creech City Treasurer THE CITY OF FAIRHOPE, ALABAMA PLANNING &ZONING DEPARTMENT 11. Compliance with all other DRC Staff Review Comments attached to this letter as exhibits. This application is tentatively scheduled for consideration by the Planning Commission on Monday, December 1, 2025. A written response addressing all outstanding items must be received no tater than 9:00 AM on Thursday, November 20..2.025. Failure to meet this deadline will result in the application being removed from the December 1 agenda due to incompleteness. Should you have any questions or concerns, please do not hesitate to reach out. Best Regards, ( i/tr Juli! /Ii~ Michelle Melton City Planner City of Fai rh ope 451 Pecan Ave, PO Box 4 29, Fairhope, AL 36532 251-928-80031 w w w .fa1 rtl9~al gov 20f2