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HomeMy WebLinkAbout09-09-2021 Planning Commission Agenda PacketAugust 2, 2021 Planning Commission Minutes 1 The Planning Commission met Monday, August 2, 2021, at 5:00 PM at the City Municipal Complex, 161 N. Section Street in the Council Chambers. Present: Lee Turner, Chairperson; Rebecca Bryant; Clarice Hall; Jason Langley, Water and Sewer Director; Art Dyas; Hollie MacKellar; Jimmy Conyers; Harry Kohler; John Worsham; Hunter Simmons, Planning and Zoning Manager; Mike Jeffries, Planner; Allie Knutson, Secretary; and Chris Williams, City Attorney. Absent: Samara Walley, Planner. Chairman Turner called the meeting to order at 5:02 PM. Minutes from July 8, 2021, meeting: Jimmy Conyers made a motion to approve the minutes as submitted. Harry Kohler seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Rebecca Bryant, Clarice Hall, Jason Langley, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, and Jimmy Conyers. NAY: None. UR 21.01 Request of Mediacom for an 11.52.11 Utility Review and approval of the proposed underground installation. Property Owner/Applicant: Mediacom General Location: Firethorne Subdivision and Stone Creek Villas Project: 29,300 Linear Feet Pneumatic and Directional Bore for Communication Cable Zoning District: PUD School District: Fairhope Elementary, Middle, and High Schools Report prepared by: Chris Ambron, City Planner Recommendation: Approval with Conditions Summary: Planning and Zoning Manager, Hunter Simmons, presented case summary: This will be a combination of work through the Right of Way (ROW) and Utility Easements and is phased out in 750-foot phases like our utilities had requested for location purposes. Utility crossings will be potholed and verified by City ROW Inspector before crossing. All contractors will need a Business License as well as ROW Permit. Hangtags shall be put on resident’s doors with contact information for a Mediacom Representative. The applicant shall provide as-builts of the installed lines to show exact depth. Mr. Simmons stated that he would like to add a condition of approval that was not listed in the staff report, that pneumatic boring under road surfaces is not recommended. August 2, 2021 Planning Commission Minutes 2 Recommendation: Staff recommends APPROVAL of UR 21.01, subject to the following conditions: 1. 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. 2. 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. 3. 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 mapping technician for inclusion in GIS utility maps. 4. Provide draft door hanger for approval at time of pre-construction meeting. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. 6. No pneumatic boring under paved road surfaces. No Mediacom Representative was present. No further questions or comments from Commissioners. Motion: Art Dyas made a motion to approve Case UR 21.01, subject to staff recommendations. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Rebecca Bryant, Clarice Hall, Jason Langley, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, and Jimmy Conyers. NAY: None. ZC 21.10 Public hearing to consider the request of Silverhill Enterprises, LLC to establish initial zoning of Harvest Green PUD concurrent with conditional annexation into the City of Fairhope. Property Owner/Applicant: Silverhill Enterprises, LLC General Location: East and west of Highway 181, near The Waters Subdivision Project Type: Conditional annexation to PUD Project Acreage: 193.03 acres Zoning District: Baldwin County RA PPIN Number: 17737, 17735, 77776 Engineer of record: S.E Civil, LLC School District: Fairhope East Elementary, Middle, and High Schools Report prepared by: Hunter Simmons, Planning and Zoning Manager Recommendation: Approval with Conditions Summary: City Attorney, Chris Williams, recused himself for the presentation and discussion of Case ZC 21.10. Hunter Simmons, Planning and Zoning Manager, presented case summary: August 2, 2021 Planning Commission Minutes 3 The project is described as a mixed-use residential community comprised of 375 Single Family Lots. For clarification, since mixed-use in Fairhope parlance implies commercial use, there is no commercial uses proposed within this PUD. The applicant plans to have all lots ready to build by November 2023. Six years is projected for complete build out. Harvest Green is divided by Highway 181. The two portions are referenced as Harvest Green West and Harvest Green East. Harvest Green West consists of 148 lots. These are larger lots than those proposed in Harvest Green East. The largest lots are located along the southern boundary adjacent to existing single-family homes. Home plans for Harvest Green West are from Truland Homes. Harvest Green East consists of 227 total lots. The largest lots are located along the southern boundary adjacent to existing single-family homes. Home plans for Harvest Green East are from D.R. Horton and Express by D.R. Horton. The project proposes 49.93 acres of greenspace, or 25.87% of the total site, (15% greenspace is required). Amenities include two swimming pools, two playgrounds, a multi-purpose court, an exercise area, and other areas listed as “park”. A pedestrian circulation plan was provided that includes 5-foot sidewalks and crushed asphalt walkways. Sidewalk access along Highway 181 is difficult due to wetland crossings, however, the applicant has provided a combination of crushed asphalt walkways and sidewalks to provide pedestrian connectivity along Highway 181. A public easement will be required at preliminary plat to ensure public access to those portions outside of ROWs. Staff would like the applicant to consider providing public easements through stream buffers in the hopes of provided a future trail system (alternate condition of approval). The landscape plans will need to be further reviewed. Traffic, drainage plans, electrical, and sewer services will be reviewed during preliminary plat review. All internal streets will be dedicated to the City of Fairhope and a lot on the eastern side of Highway 181 will be dedicated to the City of Fairhope for a future fire station Recommendation: Staff recommends APPROVAL of ZC 21.10 Harvest Green PUD, subject to the following conditions: 1. A traffic study shall be provided that includes all traffic generated by Harvest Green with the first application for preliminary plat. Please begin communications with ALDOT ASAP. 2. Fairhope utilities provided availability letters, but final plans and aid to construction costs will need to be coordinated with the respective supervisors. 3. Landscape plans shall be revised to include traffic calming islands. 4. If approved by the City Council, two (2) printed and bound copies of the Master Development Plan for the Harvest Green PUD shall be provided to the City. Alternate Condition: 5. Pedestrian easements will be provided on plats within stream and wetland buffers. Chairman Turner asked about lot sizes. August 2, 2021 Planning Commission Minutes 4 Larry Smith, S.E. Civil, stated that the lots in Harvest Green East are 52-100-foot lots while the lots in Harvest Green West are 56-100-foot lots. Chairman Turner opened the public hearing. Gary Gover, 300 Lincoln Street, stated that he was concerned about connectivity and new developments aligning with the City’s Comprehensive Plan. He thought that connectivity looked weak for non-motor vehicles. Hunter Simmons, Planning and Zoning Manager, stated that they looked at connectivity for walking, bicycling, and for low-speed vehicles. Staff is asking for more in the wetlands for potential development. Chairman Turner closed the public hearing. Rebecca Bryant suggested having a stub-out at The Waters Subdivision for connectivity in the future. Chairman Turner agreed and said that it would help keep traffic off of Highway 181. Rebecca Bryant asked how to make connectivity through a neighborhood feel welcoming. Hunter Simmons, Planning and Zoning Manager, stated that landscaping details would be done during preliminary. Motion: Art Dyas made a motion to approve Case ZC 21.10 Harvest Green PUD, subject to staff recommendations with an added condition that a stub out be added between lots 15 and 16. John Worsham seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Rebecca Bryant, Clarice Hall, Jason Langley, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, and Jimmy Conyers. NAY: None. SD 21.34 Public hearing to consider the request of FST Corte Family Trust for preliminary approval of Rockwell Apartments. Property Owner/Applicant: FST Corte Family Trust General Location: East side of Highway 181 across from The Waters Subdivision Project Type: 206-Unit Multiple Occupancy Project Project Acreage: 36 acres Zoning District: Unzoned PPIN Number: 14535 Engineer/Surveyor of record: Sawgrass Consulting, LLC School District: Fairhope East Elementary, Middle and High Schools Report prepared by: Mike Jeffries (City Planner) Recommendation: Denial August 2, 2021 Planning Commission Minutes 5 Summary: City Planner, Mike Jeffries presented the case summary: All utilities are labeled to remain private inside the development. All connections and work in ALDOT ROW will require permitting from ALDOT. A traffic study was completed and recommended a north bound right turn lane to be installed. This would not include median access; all residents would be required to exit right onto Highway 181 and make a U-turn. The drainage travels west to east across the site and is collected in underground pipes. The storm water is then collected in two retention ponds. The greenspace does not confirm to Fairhope’s Subdivision Regulations. 25% of greenspace is required, 32% is indicated, however, much of the greenspace being counted is areas between buildings and driveways or areas that could be conceived as rear yards. The pool amenity is the only common area with community access without walking in the side yard of another building. All internal drainage, streets, and utilities are to remain private and maintained by the owner, HOA, and POA. A wetland report or determination letter was not submitted, and future subdivision of the property will be restricted. The applicant requested two waivers from the Subdivision Regulations; a waiver request to not provide access to adjacent property and a waiver request to allow for private streets to control access and utilities. Recommendation: Staff recommends DENIAL of SD 21.34, Rockwell Apartments. Doug Chaffin with Sawgrass stated that they have done an updated plan since their last submittal. The Developer is willing to do a stub street for connectivity, but there has been a conflict between the City of Fairhope and Baldwin County, and they have been sending their plans to both entities. He also mentioned that this subdivision is similar to Old Battles Village. Chairman Turner disagreed due to the location of Rockwell Apartments and traffic concerns on Highway 181. Art Dyas was concerned about having only one ingress/egress, only being able to make a right turn, and then having to make a U-turn on Highway 181. Rebecca Bryant stated the Commission would like to see more landscaping and usable greenspace. Chris Williams, City Attorney, asked if Doug Chaffin with Sawgrass, was willing to table this case. Doug Chaffin replied that he wanted to table. August 2, 2021 Planning Commission Minutes 6 SD 21.35 Public hearing to consider the request of Craig Homes, Inc. for plat approval of Point Clear Creek Estates. Property Owner/Applicant: Craig Homes, Inc. General Location: South of the intersection of Polo Ridge Boulevard and Willow Bridge Drive Project Type: 3-Lot Minor Subdivision Project Acreage: 3.09 acres Zoning District: Unzoned PPIN Number: 46610 Surveyor of record: Seth Moore School District: Fairhope Elementary School, Fairhope Middle and High Schools Report prepared by: Samara Walley, City Planner Recommendation: Approval with Conditions Summary: City Planner, Mike Jeffries presented case summary: The proposed subdivision does not include installation of infrastructure or any improvements therefore, a street, landscape, and tree plan are not required. Existing drainage flow patterns are not changing. A traffic study was not required, but a variance from installing sidewalks was requested. Staff recommends including a sidewalk easement on the plat. Recommendation: Staff recommends APPROVAL SD 21.35, Point Clear Creek Estates, subject to the following conditions: 1. Revision of the plat to illustrate a sidewalk easement along Polo Ridge Boulevard. Hunter Simmons, Planning and Zoning Manager, stated that they did not want to require three sidewalks to be put in that are not going to go anywhere because the area around the lots is not developed. Chairman Turner stated that an easement was a great idea. Seth Moore with Moore Surveying stated that he would be glad to put an easement in. Chairman Turner opened the public hearing, no one spoke, the public hearing was closed. Motion: Jimmy Conyers made a motion to approve Case SD 21.35, Point Clear Creek Estates, subject to staff recommendations. Clarice Hall seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Rebecca Bryant, Clarice Hall, Jason Langley, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, and Jimmy Conyers. NAY: None. August 2, 2021 Planning Commission Minutes 7 SD 21.37 Public hearing to consider the request of Dominion Senior Living of Fairhope, LLC for Preliminary plat approval of The Reserve at Fairhope. Property Owner/Applicant: Dominion Senior Living of Fairhope, LLC General Location: West side of Highway 98 between Volanta Avenue and Dyer Road. Project Type: 169-Unit Multiple Occupancy Project Project Acreage: 16.6 acres Zoning District: PUD PPIN Number: 386193 and 386197 Engineer of record: Jade Consulting, Inc. School District: Fairhope West Elementary School, Fairhope Middle and High Schools Report prepared by: Hunter Simmons, Planning and Zoning Manager Recommendation: Approval with Conditions Summary: Hunter Simmons, Planning and Zoning Manager, presented case summary: The project includes 169 units, consisting of 84 Independent Living, 33 Assisted Living, 32 Memory Care, and 20 Independent Living Cottages. The site will feature amenities that include, but are not limited to, a golf putting green, pool, clubhouse, and walking trails/sidewalks. All connections and work in ALDOT ROW will require permitting from ALDOT. Utilities within Fairhope ROW will require permitting from The City of Fairhope Building Department. Water, Sewer, Power, and Gas will be provided by Fairhope. No wetlands were found on site. The drainage travels generally north to south. Most of the storm water will be collected in two dry detention ponds with sand filters. Post-development run-off is shown to be less than pre-development runoff. 4.86 acres of greenspace are provided. The applicant plans to install all site work and infrastructure first, followed by the construction of the main building on the north side of the property, and finally the cottages located to the south. As part of the PUD, the applicant agreed to provide a signalized crosswalk south of the property at the existing street crossing of Volanta Ave. The specs will be approved by Richard Johnson prior to issuing construction documents. Internal roads will be private Recommendation: Staff recommends APPROVAL SD 21.37, The Reserve at Fairhope, subject to the following conditions: 1. Traffic improvements recommended by the Traffic Study and/or ALDOT will be installed by the Developer, or under an aide to construction/MOU with the City of Fairhope and/or ALDOT prior to C.O. 2. Road names shall be approved by Baldwin County E9-1-1. Addressing will be provided by the City of Fairhope and shall be complete prior to submittal of building permits for vertical construction. 3. Final location of the culvert under Hoyle Ave shall be approved by Richard Johnson, with the City of Fairhope Public Works. Hoyle Ave is an existing ROW. Improvements August 2, 2021 Planning Commission Minutes 8 installed by the Developer will require a Certificate of Acceptance and shall be warranted and bonded. 4. The signalized crosswalk shall be approved by Richard Johnson, with the City of Fairhope Public Works. 5. Final placement and aid to construction costs for all utilities shall be approved by the respective superintendent. Aid to construction costs shall be determined prior to application of building permit. 6. Stormwater Maintenance Agreement shall be signed and provided to the City by final plan approval. After final plan approval the Stormwater Maintenance Agreement shall be recorded with Baldwin County Probate. Commissioners had concerns regarding the traffic study that was provided. Trey Jinright with Jade Consulting stated that this project will add minimal traffic. He also mentioned that the site plan that was submitted was identical to the PUD plan and there is a pond that will catch water and they can provide an additional detention pond at the end of Hoyle Ave. if allowed. This water will enter the gully and drain into the bay. The ponds are big to avoid gully erosion. Rebecca Bryant asked if there would be a buffer between this project and residentially zoned properties to which landscaping buffers will be provided. Considering future development, she suggested that the buffer be more than cypress trees to possibly include a fence as well. Chairman Turner opened the public hearing, no one spoke, the public hearing was closed. Motion: John Worsham made a motion to approve Case SD 21.37, The Reserve at Fairhope, subject to staff recommendations. Jimmy Conyers seconded the motion and the motion carried unanimously with the following vote: AYE: Lee Turner, Rebecca Bryant, Clarice Hall, Jason Langley, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, and Jimmy Conyers. NAY: None. Old/New Business CBD Parking Committee Additions Hunter Simmons, Planning and Zoning Manager stated that other committees are currently having meetings to appoint members for the CBD Parking Committee. Adjournment Having no further business, John Worsham made a motion to adjourn, and the motion carried unanimously with the following vote: August 2, 2021 Planning Commission Minutes 9 AYE: Lee Turner, Rebecca Bryant, Clarice Hall, Jason Langley, Art Dyas, Hollie MacKellar, Harry Kohler, John Worsham, and Jimmy Conyers. NAY: None. Adjourned at 6:34 p.m. ____________________________ ________________________ Lee Turner, Chairman Allie Knutson, Secretary 1 UR 21.0. Small Cell Antenna – September 9, 2021 City of Fairhope Planning Commission September 9, 2021 UR 21.03 -101 Volanta Ave l * Project Name: AT&T Sma ll Cell Tower Project Type: I nst all Small Ce ll Antenna Jurisdidion: Fairho ce Pl anni ng Ju ri sd i cti on Generaf Location: Co-locate on existing po l e, south of Fairho pe Ya cht Cl ub Owner I Developer: AT&T Recommendation: A ppro ved w/ Con d i tions Preoared bv: Chris Ambron 2 UR 21.0. Small Cell Antenna – September 9, 2021 Summary of Request: Request of AT&T for an 11.52.11 Utility Review and approval of the proposed installation of a metered small cell antenna in the City of Fairhope’s ROW. The installation will be one location indicated on the map in Fairhope. This small cell antenna will be co-located on an existing utility pole. Comments: The proposed utility construction is consistent with a previously approved AT&T Mini Cell Approved Project (October 7, 2019). The comments below are typical general comments for City of Fairhope right-of-way projects. 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 Baldwin County Highway Department or ALDOT. AT&T has been very cooperative, they have co-located small cell antennas when possible, and have been very receptive to all of staff’s comments. Site descriptions and locations (Please refer to the map on cover page): 1. Co-location on existing AT&T utility pole on the south side of Volanta Ave. Across from the Fairhope Yacht Club. a. Equipment/antenna to be brown in color to blend with surroundings. GENERAL COMMENTS 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. All information provided have been reviewed with the Small Cell Ordinance No. 1679 SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS The applicant shall contact Alabama One Call to locate all existing utilities. Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. The applicant shall provide profile drawings with existing utilities, and proposed utilities. Hand holes/boxes shall not be allowed to be installed in sidewalks. Any boxes/handholes cannot be placed in the sidewalk. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with John Thomas ROW Inspector to resolve any potential conflicts. All conduit/cable shall be placed at depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrast ructure shall be installed within drainage easements. 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. No grade change shall result from the utility installation. The applicant is to avoid any tree drip lines with handholes and equipment. 3 UR 21.0. Small Cell Antenna – September 9, 2021 If sidewalk panels need to be removed, the subgrade must be compacted to the satisfaction of the ROW inspector. 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). Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall always have a copy of the ROW permit available for review onsite. The permit shall be always posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas sh all be re- vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. (BMP’s shall be placed at all affected storm inlets.) • If site is within 100' of a critical area (wetland, etc.), red soils/clay shall not be allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s 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. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. • No blue lined conduit is to be used for communication lines to prevent possible confusion with water service lines. Materials colors shall match APWA uniform color code. • Water and sewer mains/services must be potholed prior to bore crossings. If street cuts are necessary for potholes, please contact Right of Way inspector for restoration. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. The applicant is advised of the following: • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction. Permit not valid until approved and paid for on Citizen Serve online portal. • The ROW permit shall be kept with the contractor or subcontractor at all times during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. 4 UR 21.0. Small Cell Antenna – September 9, 2021 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 Small Cell Ordinance (#1679). 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). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built drawings of all installed lines depicting exact depths. Recommendation: Staff recommends approval of UR 21.03 conditional upon the following: 1) The applicant shall follow the general comments related to utility work, as stated above. 2) Applicant and applicant’s contractor shall follow the Right of Way Installation Permitting and Work Procedures document provided by the Building Official. 3) The applicant shall follow the design/color for each site as dictated by staff per the “Site description and locations” section of staff report. 4) The applicant is responsible for any Aid to Construction costs for new utility poles or work needed to accommodate a co-locate. 5) The City of Fairhope reserves the right to modify or add requirements such as but not limited to cut sheets of proposed poles/fixtures, additional drawings, site locations, design/colors, etc. 5 UR 21.0. Small Cell Antenna – September 9, 2021 " U TE. 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Limits ¯ Project Name:C-Spire Fiber InstallationProject Type:Fiber Communication InstallationGeneral Location: North of Volanta Ave, North of Echo Lane, and East of Highway 98/Greeno Rd Owner / Developer:C-SpireRecommendation:Approved w/ ConditionsPrepared by: Chris Ambron --------D 1 UR 21.04 C-Spire – Fiber Communication Installation – September 9, 2021 Summary of Request: Request of C-Spire for an 11.52.11 Utility Review and approval of the proposed installation of approximately 37,705 linear foot of directional boring for Metro fiber cable generally located south of Hwy 104 and west of Hwy 98/Greeno Rd. Also included is the request for approxim ately 149,636 linear foot of residential fiber generally located south of North Ave, north of Echo Ln, and west of Section St; on Volanta Ave east of Section St; and within the Plantation Pines Subdivision. Comments: The proposed utility construction falls within the corporate limits of the City of Fairhope. The comments below are typical general comments for City of Fairhope right-of-way projects. 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 Baldwin County Highway Department or ALDOT. GENERAL COMMENTS 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. SUPERINTENDENT AND DEPARTMENT HEAD COMMENTS • The applicant shall contact Alabama One Call to locat e all existing utilities. • Line locates are to be called in no less than 72 hours prior to commencing work. • Project is to be broken into phases, maximum of 750’ linear foot per phase. • A pre-construction meeting shall be held prior to commencing work. • Provide draft door hanger for approval at time of pre-construction. • All sewer crossings to be videoed or potholed for review by Water Department. • No new road cuts. Any road cuts allowed could require additional permit costs and shall be coordinated with Public Works. • No pneumatic boring under road surfaces. Public Works Standard Comments: • Handholes shall not be located within driplines of Heritage Trees (as defined by the Tree Ordinance). • Any proposed trenching shall not be within the dripline of trees. • If within a tree dripline, consult with the City of Fairhope Horticulturist before proceeding with earth work. • Trees shall not be negatively impacted. • The applicant shall provide drawings locating their utilities with other utilities and the sidewalks. Any boxes/handholes cannot be placed in sidewalks. The applicant shall review the sidewalk plan to determine if there are any conflicts. The applicant shall coordinate work with Richard D. Johnson, PE, Public Works Director, to resolve any potential conflicts. • All conduit/cable shall be placed at a depth from existing grade per industry and/or County Standards. A minimum horizontal and/or vertical clearance (separation) of 36” must be maintained from stormwater and utility infrastructures. No handholes, boxes, or other above ground infrastructure shall be installed within drainage easements. 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. No grade change shall result from the utility installation. 2 UR 21.04 C-Spire – Fiber Communication Installation – September 9, 2021 • The material under the sidewalk shall be compacted and the repair work shall be to the satisfaction of the Building Official or his designated representative. The applicant shall contact the Building Department for inspection prior to placing concrete. Code Enforcement Officer’s Standard Comments: • The applicant, or subcontractor, shall obtain a ROW permit from the City of Fairhope Building Department prior to beginning work. • Subcontractors shall have a current business license with the City of Fairhope and shall have a copy of the ROW permit available for review at all times, and shall be posted on site or in the window of contractor’s vehicles. • Any ROW cuts shall be stabilized (covered) at the end of each day and disturbed areas shall be re-vegetated with sod within ten (10) days of completion of the project. • Mulch / seed shall only be acceptable as temporary cover. • Sod shall be watered as needed to ensure survival. • Inlets shall be protected. • If site is within 100' of a critical area (wetland, etc.), no red soils/clay are allowed as fill material, per the City’s Red Clay/Soil Ordinance. Building Official’s Standard Comments: • BMP’s 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. • All plans and permits shall be available for review at all times along with the City of Fairhope permit application. • If required, appropriate ALDOT or Baldwin County Highway Department permits shall be obtained prior to the issuance of a right-of-way (ROW) permit. • Contractor is advised to review and comply with the Building Official’s best practices flyer. Water and Sewer Standard Comments: • All existing utilities must be located, and proper separation shall be maintained between utilities. • All mechanical equipment shall be screened by painting the equipment Munsell Green. Natural Gas Standard Comments: • Contractor shall provide proper separation from the gas main and all other utilities. Additional Review Comments: The applicant is advised of the following: • Provide a Traffic Control Plan. • All utility markers shall not exceed 24” in height. • Provide Erosion Control Plan for large area disturbances. • Project shall be white lined, or white flagged for locators. • Contractor shall provide a point of contact for citizen questions/comments. • Dimensional drawings and specification sheets for all proposed handholes and boxes. • All contractors/subcontractors are subject to City of Fairhope Business License procedures. • The ROW permit shall be always kept with the contractor or subcontractor during site work. The ROW permit shall be posted on the job site or in the window of contractor(s) vehicle. 3 UR 21.04 C-Spire – Fiber Communication Installation – September 9, 2021 • No work shall begin until a ROW permit is issued by the City of Fairhope Building Department or other applicable jurisdiction (permit not valid until paid for and obtained by contractor). • A written notice (door hangers) must be distributed to each occupant affected by the proposed construction 5 days prior to any work commencing. • Contractor shall schedule post construction inspection upon completion to ensure restoration standards have been met. • No open trenches or pits allowed overnight without proper use of barricades, lighting, and fencing. 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). State and Federal permits shall be on file with the City of Fairhope Building Department, prior to the issuance of City of Fairhope permits. The applicant shall provide as-built profiles of the installed lines, showing the exact depth. The applicant shall provide full size plans (24”X36” or 11”x17” to correct scale) for this application and for future applications. Recommendation: Staff recommends approval of UR 21.04 subject to the following conditions: 1. 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. 2. 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. 3. 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 mapping technician for inclusion in GIS utility maps as needed. 4. Provide draft door hanger for approval at time of pre -construction. 5. Provide a Traffic Control Plan to ROW Inspector prior to commencement of any work. SECTION ST SWHITE AV FELS AV GASTON AV S CHURCH STCOLE CT OSWALT STS SCHOOL ST City of FairhopePlanning Commission September 9, 2021 ¯GASTON AV SECTION ST SZC 21.11 - 211 S. Section St. Legend Parcel COF Corp. Limits B-1 - Local Shopping District B-2 - General Business District P-1 - Parking R-2 - Medium Density Single-Family R-3 - High Density Single-Family R-3TH - Townhouse Single Family R-4 - Low Density Multi-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name:211 S. Section StreetSite Data:0.40 acresProject Type:RezoningJurisdiction:Fairhope Corporate LimitsZoning District:R-4 to R-3 THPPIN Number:41038General Location:East terminus of Gaston Ave. and on the east side of S. Section St. Surveyor of Record: Engineer of Record: Owner / Developer:Anthony Tkac and Kristin KalmbacherSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation:ApprovalPrepared by: Samara Walley 111111 1 I I 1 ZC 21.11 211 S. Section Street – September 9, 2021 Summary of Request: The applicant, Craig Dyas, is requesting to rezone the subject property from R-4 Low Density Multi-Family Residential District to R-3 TH High Density Single-Family Townhouse Residential District. The property is approximately 0.40 acres and is located at the east terminus of Gaston Ave nue and on the east side of South Section Street, at 211 S. Section Street. The applicant has provided a narrative to justify their request. They state the following: “It is the desire of the petitioner/developer to rezone the referenced property from R-4, Low Density Multi- Family Residential District to R-3TH High Density Single Family Townhouse Residential District for the just reason as the title portrays; single family v. multi- family. Petitioner produced the same product adjacent to the east of the subject property with a ‘rezoning’ petition from R-2 to R3-TH in approximately 2003/4, the subsequent development having made a nice compliment to the neighborhood for it was much like the current neighborhood re: zoning and use. Petitioner wishes to restore the existing original ‘Fairhope’ townhome to current market conditions and construct two (2) additional townhomes of approximately 2000sq. ft – 2500 sq. ft. with elevations drawn to complement the existing ‘Fairhope’ architecture on the adjacent structure. The proposed site plan is included in this package and will be very close to the site plan developed in the 2003/4 at 204 Oswalt. The footprint of each new structure will be approximately 25’ x 50’ with ancillary appendages as a front porch and rear car shelter with the structure will likely being two (2) stories. The benefit of changing the zoning as requested is primarily the reduced front setback from 30 feet to 20 f eet. This will not only allow for the structures to set closer to the sidewalk (which developer intends to construct) but will allow for a comfortable placement of the car shelters onto the two (2) new townhomes. Further, this will allow for the keeping of a rapidly vanishing indigenous architecture (old Fairhope) in addition to placing two (2) new families to support the church district as well as the central business district, very probably by foot. Lastly, to retain the space as developer agrees to dev elop it, developer proposes to deed restrict the proposed zoning perpetually via deed restriction so that no future real estate philosopher will have the ability to change use or density. We appreciate the consideration of the both the Planning and Zoning Commission as well as the Fairhope City Council.” The above narrative was submitted by the applicant explaining the plans for future development if the subject property is rezoned. Comments: The subject property is bounded to the North by B-1, Local Shopping District, to the West (across South Section Street), East and South by R-2, Medium Density Single Family Residential District and to the Northeast by R- 3TH High Density Single-Family Townhouse Residential District. The Zoning Ordinance defines R-3 TH High Density Single-Family Townhouse Residential District as follows: 2 ZC 21.11 211 S. Section Street – September 9, 2021 “R-3 TH High Density Single-Family Townhouse Residential District: This district is intended to provide areas exclusively for the development of town houses on a high-density basis where no side yards are required.” The applicant submitted a site plan along with the application. It should be noted that this is not a site plan review, and a potential approval of the rezoning case does not constitute the approval of the site plan submitted with this application. Staff has, however, reviewed the site plan and has determined that the plan does not meet R-3 TH standards and would therefore require revisions prior to the issuance of a building permit. An administrative replat will be required to create one lot. Additionally, a Multiple Occupancy Project (MOP) approval will be required for 3 units on one lot. The MOP process takes in consideration greenspace requirements and design standards. Criteria – The application shall be reviewed based on the following criteria: (1) Compliance with the Comprehensive Plan; Response: It appears that the appears that the applicant has considered the overall density in the neighborhood, as addressed in the Comprehensive Plan. The applicant has also considered the overall character of the neighborhood. Specific calculations are not addressed during the rezoning request but may be further reviewed should the applicant request MOP approval. t- L!J LlJ a:: t--Cl):.: z;: 0~ i= ... Ua w ir Cl) b Ii!l. t-:::, 0 Cl) POSED SITE P LAN R-3T H @!tRO '" LOT11 J L'NEO~ 202 1 L!.J (/J (/J <(_ >- Cl ii -~·;~·, 3 ZC 21.11 211 S. Section Street – September 9, 2021 (2) Compliance with the standards, goals, and intent of this ordinance; Response: As stated by the applicant, the Zoning Ordinance allows for a reduced setback in an R-3TH zoning district. This would not otherwise be allowed in the current R-4 zoning classification. Staff finds that the applicant has taken a consideration to the surrounding properties when making the request for R-3 TH zoning. (3) The character of the surrounding property, including any pending development activity; Response: There is a variety of adjacent zoning types. The applicant has cited the adjacent property to the East as a precedent for the development on the subject property. (4) Adequacy of public infrastructure to support the proposed development; Response: Infrastructure was not addressed in this application. It should be noted that additional approvals will be required prior to any site work. (5) Impacts on natural resources, including existing conditions and ongoing post-development conditions; Response: Staff is unaware of any known natural features present on the site. Additional information will be required prior to any site work. (6) Compliance with other laws and regulations of the City; Response: There is no development proposed at this time. At the time of any redevelopment all applicable laws of the City will be applied. (7) Compliance with other applicable laws and regulations of other jurisdictions; Response: At the time of a redevelopment all applicable laws will be applied. (8) Impacts on adjacent property including noise, traffic, visible intrusions, potential physical impacts, and property values; and, Response: Staff cannot anticipate any significant issues relating to this criterion at this time. Buffers and landscaping may be required per the Zoning Ordinance. It is also important to note that if the property is recommended for approval by Planning Commission and approved by City Council, it is possible that there will not be another public hearing. Building permits would be reviewed by Staff prior to any const ruction. (9) Impacts on the surrounding neighborhood including noise, traffic, visible intrusions, potential physical impacts, and property values. Response: Staff cannot not anticipate any significant issues relating to this criterion. In conclusion, approval of the rezoning case does not constitute the approval of the site plan . If the applicant seeks to develop 3 units as shown on the site plan, an administrative replat will be required to create one lot so that no structure will be situated across a lot line. Additionally, MOP approval will be required for the proposed 3 units on one lot. Recommendation: Staff recommends APPROVAL for Case: ZC 21.11 rezoning from R-4, Low Density Multi-Family Residential District to R-3 TH, High Density Single Family Townhouse Residential District. 1 2 3 4 s 6 7 8 9 10 11 12 13 14 15 16 17 18 PROPERTY OWNER NOTIFICATION LIST for ... PPIN PARCEL# 12784 46 -03-37 -0 -008-009 .000 3351 46 -03 -37 -0 -008-024.000 37378 46-03-37 -0-008 -025 .000 26238 46-03-37 -0 -008·027 .000 10651 46-03-37 -0 -008-026 .000 16338 46 -03 -3 7-0 -008 -030 .002 68S1 46-03-37 -0 -008-030 .001 31S58 46-03 -37 -0 -008-032 .000 14177 46 -03 -37 -0-008 -0 31 .000 44508 46-03 -37 -0 -008-021 .000 37895 46-03 -37-0-008-020 .000 22296 46 -03 -37-0-008-022 .000 47401 46 -03 -37 -0 -008 -023 .000 69983 46 -03 -3 7-0 -008-010.000 41037 46 ·03 -37 -0 -008-011 .000 41036 46 -03 -37 -0 -008-013 .000 44S07 46-03 -37 -0 -008 -014 .000 44126 46 -03-37 -0 -008-015 .000 403 23 46 -03 -3 7-0 -009-043 .000 17347 46-03 -3 7-0-009-042 .000 8104 46-03 -37-0 -009-041 .000 18845 46 -03 -3 7-0 -009 -0 29 .000 REZONING REQUEST FOR: 211 S. Section Street BC TAX PARCEL#: 46-03-37--0-008·012.000 OWNER ADDRESS Fairhope United Methodist Church 15S S. Section St . II " Robert & Sandra McGough 453 Cole Ct. liisa Flourney P.O . Box 2162 Joyce R. Jones 454 Cole CL Kara L. Haley 452 Cole CL Lor i D. Leff 415 White Ave. John R. & Linda Brock 122 Conf de rate Dr . " " ,, 0 11 H James & Karen Morris P.O. Bo x 426 Daniel & Beth Maute 311 Gayfer Ct. 204 Oswalt Condo Assoc 204 Oswa lt South Central Bell Telephone Co . P.O. Bo,<7207 Andreas Properties, L.L.C. 211 S. Section St . Michael & Evely Reinhart 251 S. Sec t ion St . Will D. Carlton, Sr. 255 S. Sect ion St. First Baptist Church of Fairhope 300 5. Section SL " " " 0 I t II Ill! IIU UH E. Ann Crosby 313 White Ave Ronald & De borah Wynne P.O. Box 338 4807 Wa shington David & Jennifer Lawrence Blvd . R4 • R3 TH CITY STATE ZIP Fairhope AL 36532 " II " 36533 ,, II 36 532 " ,, " " Sp FL 36527 " " Industry TX 78944 Fairhope Al 36532 " Bedminster NJ 7921 Fairhope AL 36 532 " ,, " " ,. JI ,, II Gulf Breez e Fl 32 562 Orange Beach AL 36561 Bonita 19 40330 46-03 -37-0-009-028.000 John P. Stapleton Trust 24361 Woodsage Dr. Springs FL 3 4134 20 13011 46-03-37-0-009-027.000 Raymond R. & Hilda Fletcher P.O. Box 121 Fairhope AL 36533 21 15734 46-03-37-0-009-026.000 Paul & Nancy Fontenot 252 S. Section St. " 36532 22 39807 46-03 -3 7-0-009-016.000 Redeemer Evangelical Lutheran Church P.O. Box 411 " 36533 23 29773 46-03-37-0-009-025.000 Lee & Rebecca Erickson 361 Gaston ,, 36532 24 28235 46-03 -37-0 -009-024 .000 Michael T. & Nicole B. Boothe 359 Gaston " Rainbow 25 41379 46-03 -37-0-009-017 .000 Debra L. Murray 825 Guy Lee Lake Rd . City AL 35906 26 28221 46-03 -37 -0-009-015.000 Rambo, Inc. 152 S. Setion St. Fairhope AL 36532 ECHO LNWFIG A VHORTONLN SOUTHERN RUNECHO LN E C ORTECTTHIRD STSUM M E R L N SECTION ST SPECA N A V POPE CT MARIETTA DRDYSON STCity of FairhopePlanning Commission September 9, 2021 ¯SECTION ST SPOPECT PECA N A V SUMMERLN SD 21.38 - Summer Lane PUD Legend COF Corp. Limits B-1 - Local Shopping District M-1 - Light Industrial District PUD - Planned Unit Development R-1 - Low Density Single-Family R-2 - Medium Density Single-Family R-3 - High Density Single-Family COF Planning Jurisdiction ¯ ¯ ^ Project Name:Summer LaneSite Data:5.22 acresProject Type:15-Lot Major Subdivision FinalJurisdiction:Fairhope Planning JurisdictionZoning District:PUDPPIN Number:5611General Location:east terminus of Sumer Lane on west side of S. Section St.Surveyor of Record:Dewberry EngineersEngineer of Record:Dewberry EngineersOwner / Developer:Summer Lane Partners, LLCSchool District:Fairhope Elementary School Fairhope Middle and High Schools Recommendation:Approved w/ ConditionsPrepared by: Mike Jeffries 1 SD 21.38 Summer Lane Subdivision – September 9, 2021 Summary of Request: The owner and applicant is Summer Lane Partners, LLC. Dewberry is the authorized agent and Engineer of Record for the project. This final plat application is for a 15-lot subdivision located at the east terminus of Summer Lane and on the west side of S. Section Street. The property is currently zoned PUD which has a site plan that this developmet had to be built in substantial conformance to. The preliminary plat was approved at the February 3, 2020 Planning Commission meeting (Case number SD 20.08.) Excerpts of the site data table is included below: Comments: - Final plat must be recorded within 60 days after the date of final approval. - Sidewalks, street trees, and landscaping has been installed. o There is not a Subdivision Performance Bond Stormwater Comments: - The engineer of record verified with a signed and sealed letter that the stormwater system was designed, installed, and functioning as designed. The City of Fairhope Subdivision Regulations contain the following criteria in Article V.B.2. Approval Standards. “2. Consistency with Plans, Regulations and Laws - 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; • Meets SITE ')AT : 2 : REAGE : OF LOJS : LO : OT : STR~ S: E SP CE : R ETBAC S FR FEET REA EEl SIDE · 8 FEET SIDE ST EET -8 FEET D 5.22 C ES 15 5.430 S.F. (L OT BJ 16 ,065 S.F . ( 0 13) 550 L.F . 2.87 U ITS/AC . 1.01 C. p9.3%1 0.28 AC . (5 .4 %) UTIUTI S WA fR SERVICE : CITY OF FAI RHOP E SEWER SERVICE : CIT OF FAIRHOPt HEClRI C SERVlCE : CITY OF FAIRHOPE tHE f'HO Nf SERV ICE : AT&.T ACC ESSOR Y S RUC TVRESETB C S: FRO NT- SI E- S REETSIDE- REAR- BH§N0 REA R UN E 0 PRINCIPLE STR' cru~~ SAME AS PRI NCIPLE ~i R Cl RE SAME AS PRINCI PU: SrR CT RE 16' I OR SIDE ENTRY GARAGE) 21' (FOR ALLEY E TRY GARAGE) MAX 8UllDING HBG H : 30' MAX · RINC lPLE SUILDI G LOT COVERAG E 32 .5% MAX W T COVtRAGE SY ACCESSORY STRUCTURE : 600 S .. MIN . $TR· CTURE SEPARATION RO~ PRIN CIP ES T UC T R : ' PARKI NG : .\ SPACES PE R I.O T IZ ENCLOS ED. 2 OUTSIDE 13 GUE Si .S AC£S AT ROUNDABOIJT 2 SD 21.38 Summer Lane Subdivision – September 9, 2021 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; • Meets c. The proposed subdivision is not consistent with these Regulations; • Meets d. The proposed subdivision is not consistent with other applicable state or federal laws and regulations; • Meets e. The proposed subdivision otherwise endangers the health, safety, welfare or property within the planning jurisdiction of the City.” • Meets Follow‐Up Activities Required by Staff and the Applicant: • Copy of the recorded plat • Copy of the recorded O&M Agreement • Maintenance and Guaranty (M&G) Agreement executed by the developer - the mayor signs this agreement to fully execute it o Remember to include the instrument # from the recorded plat o Please include 30 days in paragraph 3 Recommendation: Staff recommends approval SD 21.38 Summer Lane Subdivision final plat with the following conditions: 1. Rain guards shall be installed on all manholes. 2. Sewer inverts shall be cleaned. 3. Revise note on plat to include utility easements 4. Add PUD Ordinance # 1661 to site data table. 5. Add a general note that The City of Fairhope is not responsible for the maintenance of the decorative pavers located in the ROW’s and shall be the responsibility of the POA. ---- LEGEND: Ckl--0, :J=--'1--@ C: f ® RBF () TW✓ 0 ~ '" ~ M LL "-,----Y' ::.:A~~lU R=--bA~ -OU\I~ -:Jl'CJ·I l\lU l'I '=-1--::_;~t\J ::;_:::B,t;~ FJl..'C T[HPOR.ARY :?D,JC I '·1IAR..( 1,\1/\TE~ lv1ETER =--L=--'._' klC lv'l =---,: 5['N=R v=T[R 5E\V"=-R \11\L\/:_ 2l',V=-R \//,.\f-0_=- :'::L:'::C-~IC TR,,\\J:~FJ~l\-1:'::R TFI Fr-::;\S 'FDFST/\I ~ :\BLE -\/ BC>< <J 1NI--R '01 1-- 'vli\lL clCX T[L[P 8\[ JOX ~\JlR'..;-s;OU\L 1--I::iU"< -ir= I YCR,ls~H /Jc/() (~) ~=-cc=mED BE,,\~ r,JG /\\j::: DIS-,1\\JCE --,i C7 I CJI--V\1.A.Y -=-c-------o--1,\1'.""'!0D =-=-~~c:=- -G-G-G- :;·vrRI !An ='(l',.l,IR I I\JI ~~JER~~OUN=: GAS LINE -Hl-f-:1-fl- ---T-T-- RF.3K. C::i C TREES: OAK Ill \ Cl-' IIC 1\1 T[L[PI ::,= _c[ /\1---iC _l\l'.;lf- ::.:-HJRU ::3t.J.---?l~G C-JORD _C:\ICTf- f-YCKTiY 1--'I\I H Si;',\h)i \' .i N, .-ji;/--,'/----/()1---',L, _/J,,' .)6_'";,'i/ PA,'<C,'l ffS5-46-()_)-,";7-0-(] i 4-; 76. ()(] i 7" CTIP s 0 40 80 GENERAL NOTES: -I- 120 SUMMER LANE EASEMENTS TYPE INGRESS/EGRESS DRAINAGE DRAINAGE/UTILITY PUBLIC ACCESS/USE UTILITY C.A.3 1.42 AC WIDTH 16'-o" 16'-o" 7.5' ENTIRETY 10' FRONT/SIDE LOCATION REAR OF LOTS REAR OF LOT 6 NORTH BOUNDARY LINE GREEN SPACE LOT LINES A,_L KO.A.U~ Al'J...::, RICHl5-(.)---NAY Sf-OWi~ C\ IHIS ll_A .A.kl :ur3u::..:. 1'\\J_:; ."'-.R=-S~t3,JlCI (__) \-1Ali~IU,J.A.~~C=- BY --::: CITY ::w =-.\IF;70PE L. IHU-.:=-U:.l'.:il'.:i 1\ -~i H.YJ ,-\L_=-vW/1v .1\NJ ING---<'.l'.:i::;/=-1:;k'l'::i'.:.; l/1':-.:=-lvl=-l,I .1•.C __ 'k'CS2: -=-kl,\k Ur ,-\_L LCI::-.:. ..'.:. IHlk=-U:.l'.:il'.:i 1\ -:___: H_.:,u ~IILI v t_t,::-_:=-\-IU,J :J~, If-[_ -R::J\I Ur /\L __ ::_~IS :\[\JU D rCCI (j rCCI [_/J_:- S __ _:,t_) U I_ I Y l,\'.:iU,,1=-1\ I UN /\_L Silk L::J I LI\JlS. 4. A._L C,:__)f,,1\/~\ ARlA t..l\J P-.:I\.'A.I=-A. __ c_v'.VA.'✓'-2 ARl ::;J:::'..,[_'._'.I 10 f...1A \ llN.ANCl c:3v I-l P.U.A. r, A, I C"";RI-\S=ACT '.~ :::c:,·rrTn rw .A F'I. 11 If: ,t,:-:,:-:-:-,:-: Mrn IF)-IA'.-Tt .. fflH CRI-\SF'ACT 1:-: \JOT IJ--;IC:,<'>,ffl.1 IC I7l c: IY CJf--r:'\lkf----::J 'l \J:J"""\ l'.:J -=-Cl IY :Jr -,1\IR7C1l'l k=-Sl<J~,Sl:::'Ll HJ-; I-l l'v1/-.I\ llN1\f,JC=-Ur IHl ,'.,;Rl=-\'.:o...:.AC.:l. W:\50114070 -SUMMER LANE\PLANNING\SUBDIVISION\50114070jan2020.dwg C.A.4 0.14 AC SURVEYOR\ ENGINEER: DEWBERRY ENGINEERS, INC. 25353 FRIENDSHIP RD, DAPHNE, ALABAMA 36526 VICTOR L. GERMAIN, PLS L/C. NO. 38473 KYLE L. STRACHAN, PE L/C. 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[3[I[,JC INr::Jrd/[_J ur IHl '...)CJI\J [_\JI er I-[_ l,J::;IR~l'vl=-h' :\NU 1\':._; sue-or-lCl""\ /11.JL:, \.\11 7 rULL .AlJ--'.""JRITY, FXFC:,JFll THF SAf..F '/'.ll l.l\J-.'.".RI v FO::::: AI\JI) A:::::, TH=-P.::,-:--JF :~A.ll.1 '.-:C:1F.>=-:-:,F.'1'\-IOl'<J. ~1 ,\Y ::Jr l,IC /,--d l'UC:L C SUMMER LANE A PLANNED UNIT DEVEWPMENT JANUARY 17 2019 -SHEET 1 OF 1 SHEETS PRELIMINARY PIAT -NOT FOR FINAL RECORDING BOUNDARY SURVEY AND MASTER PLAN DESIGN C.K.H. DRAWN C.K.H. CHKD. M.S.P. ENG K.L.S . SURVEYOR V.L.G. I Dewberry-· 253!>3 Ftiendsl'lip Rood Ooptine, AL 36526 2~1.990,99!!0 lox 2~1.929-981~ PROJ MGR J.N.E. SCALE 1 "=40' PROJ. NO. 50114070 FILE 50114070 pp SHEET 1 OF 1 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCEROSION AND SEDIMENT CONTROL NOTESROADWAY•••••UTILITIESAS BUILT 06/21/2021E D -C -B A I 2 I 3 I 4 I 5 GENERAL NOTES 1. CLEARING AND GRUBBING SHALL BE LIMITED TO THE ROADWAY RIGHT OF WAY, DRAINAGE EASEMENTS, AND DETENTION PONDS. OTHER CLEARING REQUIRED FOR CONSTRUCTION SHALL BE PRE-APPROVED BY THE OWNER. 2. THE ENGINEER MAY PERFORM CONSTRUCTION STAKING FOR THIS PROJECT INCLUDING CENTERLINE STAKING, CURVE P.C.s AND P.T.s, AND TEMPORARY FRONT LOT CORNERS. THIS WORK SHALL BE AT THE OWNER OR CONTRACTOR'S EXPENSE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN STAKING THROUGHOUT CONSTRUCTION. RE-STAKING WILL BE PERFORMED AT THE CONTRACTOR'S EXPENSE. 3. PAYMENT FOR ROADBED PROCESSING WILL BE MADE ONLY WHERE ROADWAY IS IN A CUT SECTION WHERE UNDERCUTTING IS NOT REQUIRED. 4. DRAINAGE PIPE LENGTHS ARE APPROXIMATE, AND MAY REQUIRE ADJUSTMENT DEPENDING ON FINAL GRADING AND SLOPES. 5. ALL UNDERGROUND UTILITIES AND DRAINAGE STRUCTURES SHALL BE INSTALLED PRIOR TO CURB AND BASE CONSTRUCTION. 6. THE CONTRACTOR SHALL COORDINATE ALL REQUIRED TESTING WITH THE SOILS ENGINEER. PAYMENT FOR TESTING WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 7. SPOT ELEVATIONS SHOWN IN THE PLANS REPRESENT EDGE OF ASPHALT ELEVATIONS UNLESS NOTED OTHERWISE. 8. THE CONTRACTOR SHALL ADJUST ALL VALVE BOX AND MANHOLE CASTINGS TO MATCH FINAL SURFACE ELEVATIONS. 9. THE SUB-BASE AND BASE SHALL BE TESTED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND APPROVED PRIOR TO LAYING ASPHALT. 10. ALL CURBING SHALL BE CONSTRUCTED AS SHOWN ON THE PLANS PRIOR TO LA YING ASPHALT. 11. THE CONTRACTOR SHALL HAVE COPIES OF THE FOLLOWING PUBLICATIONS FOR REFERENCE: STATE OF ALABAMA HIGHWAY DEPARTMENT, STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, MOST CURRENT EDITION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), PART VI 12. ALL SIGNAGE SHALL BE INSTALLED ACCORDING TO THE FOLLOWING MINIMUM STANDARDS: STOP SIGN-HIGH INTENSITY R1-1 SIGN 36" (DIAMOND GRADE REFLECTIVE SIGN) POST FOR STOP SIGN -12' U-CHANNEL #2 (GALVANIZED) STREET NAME SIGN -9" EXTRUDED BLADE, HIGH INTENSITY, W/6" LETTERS 13. EXISTING TOPSOIL SHALL BE STRIPPED AND STOCKPILED ON SITE AT LOCATIONS APPROVED BY THE ENGINEER/OWNER. PAYMENT FOR STRIPPING TOPSOIL IS MADE UNDER UNCLASSIFIED EXCAVATION. FOLLOWING ROADWAY CONSTRUCTION, THE TOPSOIL SHALL BE TAKEN FROM STOCKPILES AND SPREAD OVER THE DISTURBED AREAS OF THE PROJECT. THE FINISHED GRADE OF THE TOPSOIL SHALL MATCH THE FINISHED GRADES SHOWN IN THESE PLANS. PAYMENT FOR SPREADING THE TOPSOIL SHALL BE MADE UNDER TOPSOIL FROM STOCKPILES. ANY REMAINING STOCKPILED TOPSOIL SHALL BE WASTED ON SITE. NO ADDITIONAL PAYMENT WILL BE MADE TO WASTE THE REMAINING TOPSOIL. 1. THE LOCATION OF THE UTILITIES SHOWN IN THESE PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATION (HORIZONTALLY & VERTICALLY) OF ALL UTILITIES PRIOR TO CONSTRUCTION IN THEIR VICINITY. 2. THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. NOTIFICATION SHOULD BE GIVEN AT LEAST 24 HOURS PRIOR TO APPROACHING THE AFFECTED UTILITY. 3. ALL WATER MAINS SHALL BE OF A PIPE CLASS APPROVED BY THE UTILITY OWNER. 4. WATER MAIN VALVES AND WATER SERVICE TAPS SHALL NOT BE LOCATED UNDER THE PROPOSED PAVEMEN~ 5. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY BEFORE ATTEMPTING TO TAP THE LINE. 6. UTILITY COMPANIES POWER-CITY OF FAIRHOPE WATER-CITY OF FAIRHOPE SEWER-CITY OF F Al RH OPE TELEPHONE-AT&T GAS-CITY OF FAIRHOPE 7. A MINIMUM OF 2-4" PVC UTILITY SLEEVES SHALL BE INSTALLED ACROSS ALL STREETS TO SERVE ISLANDS WITH IRRIGATION. 8. ALL PVC PIPE SHALL BE MARKED USING A 12 GAUGE COATED COPPER WIRE BURIED BETWEEN 3 AND 6 INCHES ABOVE THE TOP OF THE PIPE. 9. ALL UTILITIES SHALL BE LOCATED UNDERGROUND. 10. THE CONTRACTOR SHALL PROVIDE TO THE ENGINEER THE COORDINATES (NORTHING & EASTING) AND ELEVATIONS (z) OF ALL WATER & SEWER LATERALS & MECHANICAL FITTINGS. THIS INFORMATION SHALL BE IN AN ELECTRONIC FORMAT THAT CAN BE IMPORTED INTO A CAD FILE OR OTHER SUITABLE FORMAT AS AGREED ON BY THE ENGINEER. 1. ALL BUILDING AND CONSTRUCTION RUNOFF SHALL BE DIRECTED TO THE DETENTION AND SEDIMENTATION CONTROL DEVICES WHERE EVER POSSIBLE. 2. PHASE 1: SEDIMENT CONTROL DEVICE INSTALLATION AND INSTALL STREAM BUFFER SIGNS EVERY 100' ALONG STREAM BUFFER (4 TOTAL). PHASE 2: DETENTION POND INSTALLATION PHASE 3: LAND CLEARING (OTHER THAN FOR SEDIMENT CONTROL AND DETENTION POND) 3. THE CONTRACTOR SHALL CLEAR OUT ACCUMULATED SILT IN THE DETENTION AREAS AT THE END OF CONSTRUCTION WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED. 4. ALL DISTURBED AREAS NOT PAVED ARE TO BE STABILIZED WITH SEEDING AND MULCHING OR SOD AS SOON AS POSSIBLE. 5. SILT FENCE SHALL BE PLACED ON THE DOWNSTREAM SIDE OF ANY DISTURBED AREA WHERE SEDIMENT COULD POTENTIALLY BE CARRIED FROM THE SITE. 6. HAY BALES AND /OR WATTLES SHALL BE USED AT LOCATIONS OF SHALLOW CONCENTRATED FLOW TO TRAP SEDIMENT. THE INLETS TO ALL DRAINAGE STRUCTURES SHOULD BE PROTECTED AS SHOWN ON THE APPROVED BMP PLAN, AT A MINIMUM, AND IN ACCORDANCE WITH THE ATTACHED DETAILS. 7. ANY SEED & MULCH SHALL BE APPLIED AND MAINTAINED ACCORDING TO ALABAMA SOIL AND WATER CONSERVATION COMMITTEE GUIDE FOR EROSION & SEDIMENT CONTROL, CURRENT EDITION. 8. SEE APPROVED BMP PLAN FOR ANY ADDITIONAL NOTES OR REQUIREMENTS. 9. CONTRACTOR SHALL ADHERE TO THE ALABAMA HANDBOOK FOR EROSION AND SEDIMENT CONTROL. 10. CONTRACTOR SHALL FOLLOW THE APPROVED BEST MANAGEMENT PRACTICES PLAN. • Dewberry· f-SEAL f-SCALE f-NO. REVISIONS 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => '-en -' <( ui [l_ 0 :::c a:: <( IL f.f!:"'"~ i><BA,!f ms~ = f N0 . .36756 \* i =~\ PROFESSIONAL I 5 1J.V:,., "'<,/...~ <;,-..,{ '2.!!i.'ia~cf . S1<' Jfflm111 N/A DESCRIPTION DATE KLS/CCB KLS JDL DRAWN BY APPROVED BY t-CHECKED BY DATE OCTOBER2D19 TlllE GENERAL NOTES PROJECT NO. 5D114070 81 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C B A SAWCUT (SUBSIDARY OBLIGATION OF WEARING SURFACE LAYER) EXISTING ASPHALT RETAINING WALL (BY OTHERS) TOPSOIL, SEED, FERTILIZE &: MULCH RETAINING WALL BY OTHERS) CUT EXISTING ASPHALT BACK 5' AND REPLACE V.,TH NEW ASPHALT AND TACK COAT BUTT JOINT DETAIL 2 TYPE ~B" GUTTER TOPSOIL, SEED, FERTILIZE & MULCH 3 LDT LINE LDT LINE 16' ALLEY WAY EASEMENT I VARIES 14' -----r-VARIES I PROFILE GRADE LINE TYPICAL ROADWAY SECTION ALLEY WAY (STA 20+00.00 -STA 28.89.09) SEE CROSS SECllONS FOR VARYING SLOPES 22'-6~ TYPICAL ROADWAY SECTION SUMMER LANE (STA 50+00.00 -STA 52t42.16) SUMMER LANE (STA 60t00.00 -STA 62+83.74) TYPICAL ROADWAY SECTION SUMMER LANE (ST A 10t00.00 -ST A 10+46.61) SUMMER LANE (STA 11+37.86 -STA 13t07.88) RI HT OF WAY VARI S TYPICAL ROADWAY SECTION SUMMER LANE (STA 10+46.61-STA 11+37.86) EXISTING GROUND 22'-6~ 4 5 LDT LINE LDT LINE 16' ALLEY WAY EASEMENT I VARIES 14' ~ t VARIES! PROFILE GRADE TYPICAL ROADWAY SECTION ALLEY WAY (STA 30to0.00 -STA 34t31.45) SEE CROSS SECllONS FOR VARYING SLOPES EXISTING GROUND TYPE ~B~ GUTTER TOPSOIL, SEED, FERTILIZE &: MULCH --------ROADWAY STRUCTURE DESCRIPTION 1. HOT PLANT SURFACE COURSE 1 1/2" THICK, 165 LBS. PER SQ. YARD OF SECTION 424 A HOT BITUMINOUS PAVEMENT MIX 2. 2. PRIME 0.25 GAL. PER SQ. YARD MINIMUM OF BITUMINOUS TREATMENT TYPE "A" PRIME COAT OF SECTION 401 BITUMINOUS TREATMENT 3. SAND/CLAY BASE MATERIAL (A-2-4 OR BETTER) 4" THICK, UPPER COURSE, COMPACTED TO 100% STANDARD DENSITY (ASTM D-698). 4. SAND/CLAY BASE MATERIAL (A-2-4 OR BETTER) 4" THICK, LOWER COURSE, COMPACTED TO 100% STANDARD DENSITY (ASTM D-698). 5. ROADBED PROCESSING 8" THICK COMPACTED TO 100% STANDARD DENSITY (ASTM D-698) OR 18" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD DENSITY (ASTM D-698) AS DIRECTED BY THE ENGINEER 6. STRIP EXISTING TOPSOIIL, THICKNESS VARIES 7. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 2'-0" 2'-0' 1'-6' 6' MOUNTABLE CONCRETE CURB & GUTTER TYPE 'E' CONCRETE CURB & GUTTER TYPE 'B' AOQITIQNAL CURB INFQRMA TIQN 1. 3,000 P.S.I. CONCRETE 2. EXPANSION JOINTS REQUIRED AT MAXIMUM SPACING OF 80 L.F. AND ALL CURB P.T.'S AND P.C.'S. 3. CONSTRUCTION JOINTS REQUIRED AT A MAXIMUM SPACING OF 10 L.F. • Dewberry· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 Cf) > 0 ca => Cf) w z ::s 0::: w ~ ~ => Cf) N/A NO. DESCRIPTION REVISIONS --' <( ui D.. 0 :::c a:: ~ DATE KLS/CCB KLS JDL DRAWN BY APPROVED BY CHECKED BY DATE OCTOBER2019 TlllE TYPICAL ROADWAY SECTIONS & DETAILS PROJECT NO. 50114070 B2 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C B A ~ RAOIUS• 1 FOOT PER IICH OF TRl,lillC ow.tETER -TREE PROTECTION AREA TO BE CLEARED &: GRUBBED BARRICADE FENCING TREE PROTECTION FENCE 2 3 I'S 'v~ .., IJl::! I '-. ~ ' l"-:: \'' " " // " / ,r( • 1" ~ / w:)4 / / / "' N. ';... I> "-., ----.,__ 4 ' ,, -.J / ·, 5 • Dewberry· SEAL SCALE NO. REVISIONS 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => en -' <( ui []_ 0 :::c a:: ~ --~111111111 /~\.1'B,4~ f *i<>'J:fi~-1 ;; I NO.36756 \* = ! PROFES~0NAL j § . .,, ~WI~cf · S11'-~mni 30 60 DESCRIPTION 90 DATE DRAWN BY APPROVED BY CHECKED BY DATE KLS/CCB KLS JDL OCTOBER2019 TlllE CLEARING & GRUBBING PROJECT NO. C1 SHEET NO. 50114070 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C B A 8" CMU BLOCKS FOR PIPE SUPPORT (CELLS PARALLEL TO GROUND) 4"0 FILTER WRAPPED PVC PIPE SET TO IMPEDE FLOW AROUND INLET "B" 8" CMU BLOCKS 4"<li FILTER WRAPPED PVC PIPE ASPHALT STORMPIPE PLAN VIEW SECTION "B" -"B" CURB INLET PROTECTION DETAIL ~ NTS CONSTRUCTION ENTRANCE/EXIT: Install pre-construction Install and maintain silt fence DITCH LINE soon CONSTRUCTION ENTRANCE/EXIT DETAIL ~ NTS 10'-o" 2 TYPE "A" SILT FENCE DETAIL [§El NTS 3 4 ----------------------------------~~!~~-~~-;;;<,::)~,:-~ ----/ --~~~c_'cc:c ::==~=--= / R SIGN ~ /§/ ',, -/~-/)(/7 "-.._ ,---\ ·I' I HA YB ALES PLACED \',, \ 1/ff , ',, ..... , \1 SF 1// ) ',, ',/, ~ INSTALL STRE ',,,,,, \ ', I (SEE DETAIL} 5 IG~'f /}1 ,1/"''" , I/ ! r-/ ; I ' I I ~ I I 11 i1. I I\ :,. I ~! , I, I/ 11: 1 :~::Ii i \ I l, ' \1 AM BUFFER SIGN I <i -~:OTm INLET LEGEND WOOD OR STEEL POST WIRE FABRIC 3r MIN. FILTER FABRIC EXISTING GROUND '•• ••••, _• SILTFENCE ,. INLET .• ·' f. •! • ' rx4• WOODEN 4 foot long, 1" thick stake al appro)(imolely 20' angle 2perbole CROSS BRACING GROUND LEVEL HAYBALE INLET PROTECTION SHOULD CONSIST OF SILT FENCE AND HAY BALE STRUCTURE THAT COMPLETELY SURROUNDS THE INLET. THE HEIGHT OF THE FABRIC SHOULD EIE 1.5 FEET MAXIMUM AND 1 FOOT MINIMUM. Tl-IE BASE OF' THE F'ABRIC SI-IOULD BE BURIED AT LEAST 12" BELOW Tl-IE SURF'ACE. SILT F'ENCE MUST BE CROSS BRACED TO PREVENT THE STRUCTIJRE FROM COLLAPSING INTO THE INLET. SUPPORT POSTS SHOULD BE 2"X4" WOODEN POSTS WITH A M1Nlt.4UM POST LENGTH OF 3 FEET. POSTS SHOULD BE APPROXIMATELY 18" INTO THE GROUND. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF' THE STRUCTURE_ HAYBALE PROTECTION DETAIL ~ --, ~ CONSTRUCTION EXIT ~ CURB INLET PROTECTION SILT FENCE HAY BALES • Dewberry· SEAL SCALE NO. REVISIONS 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => en 40 DESCRIPTION 80 -' <( ui []_ 0 :::c a:: ~ 120 DATE KLS/CCB KLS JDL DRAWN BY APPROVED BY CHECKED BY DATE OCTOBER2019 TlllE BEST MANAGEMENT PRACTICES PROJECT NO. 50114070 C2 SHEET NO. A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEC3OVERALL DRAINAGEPLANKLS/CCBJDLKLSOCTOBER 201950114070SUMMER LANE SUBDIVISIONFAIRHOPE, AL247 DEVELOPMENT PARTNERS OF ALABAMA, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ACL.STRK YLEHAN ALIGNMENT / ALLEY CHANGE09/03/2020THROAT ELEVATION CHANGE09/03/2020STORM DRAIN REVISION10/15/2020AS BUILT 06/21/2021--------------------------::::::~~--::~~~~-!cU~70;0'------------INSTALLED CONCRElE DITCH / / / wl2 -r.i:£=79. 1 /.,..,. / • • .,..,..,.,.--130. o· ,,_,,,,,-AINING WALL 0 ~ @] @] [I] 0 @] DRAINAGE SffiUCTURES INSTALLED S-1 INLET INSTALLED S-1 INLET THROAT ELEV 80.97 [8J THROAT ELEV 61.93 INVERT ELEV ~ 76,78 INVERT ELEV 58:4¼ 58.46 INSTALLED S-1 INLET OJ INSTALLED S-1 INLET THROAT ELEV 81.52 THROAT ELEV 61.28 INVERT ELEV ~ 76.52 INVERT ELEV g,se-57.-47 INSTALLED S-1 INLET [I] INSTALLED JUNCTION BOX THROAT ELEV 71.73 RIM ELEV 6+.-39-61.38 INVERT ELEV &+:e& 6-4.83 INVERT ELEV 55:-00-55.63 INSTALLED S-1 INLET [BJ INSTALLED JUNCTION BOX THROAT ELEV 71.72 RIM B...EV 58:-25-58.05 INVERT ELEV ~ 68.02 INVERT ELEV 5¼.-5& 53.39 INSTALLED S-2 INLET [I] INSTALLED JUNCTION BOX THROAT ELEV 63.89 RIM ELEV 55:-00-54.89 INVERT ELEV 59;-,oM, 60.27 INVERT ELEV 54:-25-51.08 INSTALLED JUNCTION BOX ~ INSTALLED OUlLET SlRUCTURE RIM ELEV S&.-89-66.17 SEE POND PLAN FOR DETAILS INVERT ELEV 59:--28-59.26 INSTALLED S-1 INLET @] INSTALLED DITCH BOTTOM INLET THROAT ELEV 61.82 RIM ELEV 68:76-61.27 INVERT ELEV ~ 57.94 INVERT ELEV ~ 53.53 CD 0 G) © ® ® DRAINAGE PIPES INSTALLED 24 LF OF 1a•it RCP INVERT IN ~ 76. 78 INVERT OUT ~ 76.52 INSTAL.l..ED 120 LF OF 186!f RCP INVERT IN ~ 76.52 INVERT OUT 68.12 INSTALLED 22 LF OF 1a•it RCP INVERT IN &r.-22-68.02 INVERT OUT 67.12 INSTAU.ED 132 LF OF 18MII RCP INVERT IN 6+.68-64.83 INVERT OUT 59-:28-59.26 INSTALLED 48 LF OF 1a•, RCP INVERT IN 59:-4-+-60.27 INVERT OUT 59:-28-59.26 INSTALLED 141 LF OF 1a•11 RCP INVERT IN 59:-28-59.26 INVERT OUT 58:-6i-57.94 CON RETE DITCH TRA SITION TO INLET 0 ® INSTAL.l..ED 22 LF OF 18•it RCP INVERT IN ~ 58.46 INVERT OUT 58:-92-57.94 INSTAL.lED 34 LF OF 24•\11 RCP INVERT IN 58:82, 57.94 INVERT OUT 57.39 ® :~~~~~ ~ 5°-J.4ia·11 RCP INVERT OUT o&.68-55.63 @) :~~~~ ~ 5~6~4• RCP INVERT OUT ~ 53.39 @ :~~~~ ~5~e24• RCP INVERT OUT St:-25-51.08 @ ~;1~~~ ~~~D ~E;i~l~p INVERT IN 51-:-25-51.08 @ INVERT OUT 5+.-89, 51.08 INSTALLED 64 LF OF 30• RCP INVERT IN 58:-9& 50.15 INVERT OUT "1-9;-68-49.80 I Dewbeny· 30 60 90 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/20212 3 E LOT 2 LOT 3 D C LOT 11 LOT 9 LOT 10 B A 4 X 5 / EXISlG TELEPHONE LINES / EXISTING FIBER OPTIC LINES I INSTALLED s~xa~ TAPPING VAL\IE & SLEEVE ' c0RE DRILL AND TIE TO EXISTING LIFT STATION INVERT ELEV. -53.91' • Dewbeny· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => en 30 60 SEWER LATERAL EXTENDED NO. DESCRIPTION REVISIONS DRAWN BY APPROVED BY CHECKED BY -' <( ui D... 0 :::c a:: ~ 90 09/03/2020 DATE KLS/CCB KLS JDL DATE OCTOBER2019 TlllE OVERALL WATER & SEWER PLAN PROJECT NO. 50114070 C4 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C B A IN LINE WATER VALVE N: 185468.38 E: 1841180.38 2 X 3 IN LINE WATER VALVE N: 185466.56 E: 1841328.50 X IN LINE WATER VAL VE N: 185462.16 E: 1841329.06 4 .2 ·-----@ ri I (/) (/) rTJ 0 ::::l 0 z (/) ;--l WATER MAIN TAPPING VALVE N: 185477.47 E: 1841567.63 I 5 • Dewbeny· SEAL SCALE 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => en 1: 30 -' <( ui D... 0 :::c a:: ~ SEWER LATERAL EXTENDED 09/03/2020 NO. DESCRIPTION DATE REVISIONS DRAWN BY KLS/CCB APPROVED BY KLS CHECKED BY JDL DATE OCTOBER2D19 TlllE VALVE DIMENSIONS & GPS COORDINATES PROJECT NO. 5D114070 C4A SHEET NO. A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEC5SIDEWALK &LIGHTINGKLS/CCBJDLKLSOCTOBER 201950114070SUMMER LANE SUBDIVISIONFAIRHOPE, AL247 DEVELOPMENT PARTNERS OF ALABAMA, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ACL.STRK YLEHAN••••SIDEWALK / HANDICAP RAMPS09/03/2020AS BUILT 06/21/202115'-6" ACORN TYPE FIXTURE 18" 14'-o" GRADE NOTES: 14'-o• TO TOP OF POLE ts• TO BULB 15'-6• GROUND TO BULB HEIGHT 150 WA TT HIGH PR£SSURE SODIUM BULB SMOOTH 8L,1,.CK FIBERGLASS POff TYPICAL STREET LIGHT DETAIL NOT TO SCALE ALL STREET LIGHTS SHALL BE LEO ACORN FIXTURES ON BLACK POLES (DARK SKY FRIENDLY) LOT 11 LOT 2 LOT 3 \ INSTALLED HANDICAP RAIAPS (SEE DETAIL) LOT 9 LOT 10 NOlES ---__ ...... --------/ LOT 5 INSTALLED STOP SIGN SEE PLAN FOR LOCATION OF SIDEWAU< & HANDICAP RAt-tPS. ALL HANDICAP ACCESS AREAS SHALL COMPLY WllH ADA REGULATIONS THE VALLEY GUTTER SHALL BE MODIFIED TO PROVIDE ADA COMPLIANT SLOPE FROt.4 BACK OF CURB TO FLOW LINE. INSTAL INSTALLED HA ••♦ / / / / / / / / / INSTALl.ED CROSSWALK INSTALLEO HANDICAP RAt.4PS (SEE DETAIL) I Dewbeny· 30 60 90 MH#2MH#3MH#11MH#4MH#5A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATEPP1PLAN & PROFILESHEETKLS/CCBJDLKLSOCTOBER 201950114070SUMMER LANE SUBDIVISIONFAIRHOPE, AL247 DEVELOPMENT PARTNERS OF ALABAMA, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ACL.STRK YLEHANV:1"=5'H:1"=50'DITCH DETAIL NAME CHANGE3/19/2020ALIGNMENT / PROFILE CHANGE09/03/2020AS BUILT 06/21/2021SUMMER LANE (-.0' pUBUC R/VI) 100 90 80 70 60 50 -9+00 INSTALlED FIRE HYDRANT INSTALLED 5• GATE VALVE W/ &: 6~ 45' MJ BEND W/ M P\11 STA. P\11.~}f 8~ 1J'o~ ~:;i + . ~ ~ i;; ~ ----------~ 51+00.00 . ~.75 BK vc g~ ~~ ~~ ·~ w,: ~ .. / WATER ! ; l / / P~ .. s~. __ 51~!5~:lo 1062.76 SD 25.19 K 8~ 50' vc 8~ g~ g~ ~ ~e; ~~ ~!;:; ~~ g ~~ ~ ·> !I ~~ .. w~ ~ :,;;~ ~5: w •. ill 50+00 -I B A "~ ~ ~ 1)~ ., ~IST11NG GROUND 1:C! GL ~r::: ~r:; woi '--.._ 55 ~ ~~~ ,.,_ ¢, ........__,...,, >---_ ID c~ -.-~"' 52+1:lo 100 90 80 75 70 70 65 60 60 50 50 53+00 9+00 INSTALLED s• PVC WATER MAIN INSTALLED s• PVC WAlER MAIN P'v1 STA. 10+43.00 PVI ELEV. 71.65 CREST STA. 10+43.00 CREST ELEV. 71.02 9~:6~ ~D --so· vc-~~ ~~ INSTALL 125 LF" OF" e• PVC GR TY SEWER PIP ~ ~~ / _, INSTALl.ED a• GRAVITY SEWER ' / INSTALLED 6" 45" MJ BEND PVI STA. 1 +9-4.00 P\11 ELEV. 6-t..10 SAG STA. 1 +94.66 SAG ELEV 6-4. 71 LSS.50 SD g~At_ .,.-WITH MEGALUGS INSTALLED s• 45' MJ BENO 'MTH MEGALUGS, s• MJ TEE 'MTH MEGALUGS, AND (2) MJ GATE VALVES W/ MEGALUGS 75 70 65 60 ~?ii ~ INSTAI ~~ ~~•· PVC G AVITY SE'lt'ER I IPE o M u,4 • D.40X TO M•Ul2 an = •• ••• GRA'1TY ,l:11£R Pl!fo 10+00 11+00 12+00 ~;~~ ~~i~ " lo 50 13+00 14+0 INSTALLED 6~ 45" MJ BEND WITH MEGALUGS, e• MJ TEE WITH MEGAWGS, AND (2) MJ GATE VALVES W/ MEGALUGS 80 70 60 INST llEO 125 tF o a•, PVC G°RA\IITY SEWER PIPE TC liJ#1 MOY. 50 40 <C ~oo cicci "'° 60+00 .!, I INSTALLED TAPPING 1.,Ui'<,1+,,~ VALVE & SLEEVE ~ < I r Ei'STING GROUND 10 IJ Pl/I STA. 61 89.00 PVI ELEV. 1.85 kill] (obfil PVC GRA ~TY SEWER PIP j:; ~! 1-:~ 61+00 0 "'"' r2~ 62+00 11\J ~ INSTALLED s• GRAVITY SEWER 80 70 r TIE TO EXISTING ASPHALT I 60 50 40 63+00 I Dewbeny· 0 50 &•e-100 150 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C g ~ ~ 90 ~ 80 ~ii-----~ B 70 60 A 50 ' 19+00 2 0 0 ~ ~ ~ --"---EXISTING GROUND ~ '~. \ .> ' 3 \ ,,, i/ I ,/1',,// / ,1/ :{'~ ,,✓✓-,,, /" _,,/ //, /'~,,.. ,\,0 ,,,,/ /,,.,, ,,,,,,.,,-•' ,//, / / ,,/;~ , ,,/ 1// , /;J® , ,,/ ,;,.,o"' ,:~ / ~/i€i:~;~~;; -~~::;:--,,, -;,-:t~~/ /' ,,,,--//// ,,,/,,,,,,,,, ,,,,,1c}:h,,,,,,,-1 I _,,,, ,!:'_ .,,,,_..,L' -,'=-I=-/:-:::.::.=, -, // //// " ~~ ~ID g~ ~ ~K :gg ~~ "~ ~~ ~'" ~~ ~ t:! ~ w t I, i\ N'"' " <i'.i g~ liii.:;:l irl ~ \ \~ PGL ~ " "' 4fiff~••".:,;; ~ r-.~"' :,;;;;P-----'"' --"'" "' 4 5 ;,, 13 ', \., : 90 80 f m1m ~g gg N ~ 0 ~l ~ ~ 70 ,,; ~ > ~ ::! ~ g ~ ~ ~ "'~ 60 / ~ ~ == -1,63,t 0.1\'li: 50 "' ---29+00 • Dewberry· SEAL 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => en 50 ~---100 SCALE NO. REVISIONS V:1"=5' H:1"=50' DESCRIPTION -' <( ui []_ 0 :::c a:: ~ 150 DATE KLS/CCB KLS JDL DRAWN BY APPROVED BY CHECKED BY DATE OCTOBER2019 TlllE PLAN & PROFILE SHEET PROJECT NO. 50114070 PP2 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C 90 B 80 70 60 A 50 29+00 PVI STA. 30+80.00 PVI ELEV. 84.00 CREST STA. 30+61.27 CREST ELEV. 82.85 112 26 SD 9.'37 K :;i 1-1oo·vc-~:;j: ~= g t0+1ai 7 d~r--: 6:> ~~~ ~~ ;;; ~UluJ I < tn>,a_ln lii~ ~ ~a_ EXISTING GROUND 1 ---~ ~ ~> 2 \ \_ PGL ·~ ~ "' --~ "'"' ""' ,-. " """ ~ ~ ~ ... INSTALL NORTH ALLEY 90 :51 f,! g ~ ~~ ir ~r,;; ,~ 80 ·> :nla I >> ~r-g it 70 ----~-~ r, ' ---'<-60 50 -~ ·"-35+00 3 INSTALL WEIR INLET (SEE DETAIL) INVERT ELEV 56.67 THROAT ELEV 59.94 INSTALL DITCH BOTTOM INLET RIM ELEV 59.00 INVERT ELEV 53. 70 INSTALL 96 LF OF 48~ RCP INVERT IN 56.67 INVERT OUT 53.70 EXISTING 48" RCP (RETAIN) 70 60 50 40 -1+00 4 5 EXISTING CONCRETE DITCH S. SECTOrl STREET TAPER CONCRETE DITCH FROM "P _, EXISTING DITCH TO INLET {SEE DETAIL) REMOVE EXISTING CONCRETE PAD AND CONCRETE DITCH 70 PROPOSED ROADWAY SECTION, ~---dp ... V EXISTING DITCH BOTTOM --~ r , ::J : : /_. \ ( , _...--uJ-· 60 ls 40 0~00 . ,xi "' ;;: 1 'too 2+00 • Dewberry· SEAL 25353FRIENDSHIPROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co => en w z <( _J 0:::: w ~ ~ => en 50 ~---100 SCALE NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY V:1"=5' H:1"=50' DESCRIPTION -' <( ui D... 0 :::c a:: ~ 150 DATE KLS/CCB KLS JDL DATE OCTOBER2019 TlllE PLAN & PROFILE SHEET PROJECT NO. 50114070 PP3 SHEET NO. A54321BCDEAPPROVED BYCHECKED BYSHEET NO.TITLEDRAWN BYDATEPROJECT NO.SCALESEALREVISIONSNO.DESCRIPTIONDATED1DITCH & PONDSHEETKLS/CCBJDLKLSOCTOBER 201950114070SUMMER LANE SUBDIVISIONFAIRHOPE, AL247 DEVELOPMENT PARTNERS OF ALABAMA, LLC25353 FRIENDSHIP ROADDAPHNE, AL 36526251.990.9950BAAMALA ACL.STRK YLEHAN30"Ø RCP30"Ø RCP30"Ø RCP4"Ø PERFORATIED PIPEDITCH DETAIL NAME CHANGE3/19/2020REVISED POND GRADING7/30/2020AS BUILT 06/21/202180 70 60 50 40 00 EXIST GRADE l ------L__ fl DITCH 1.0' MIN 4• THICK f 2.0' JOOO P.S.I. CONCRETE CONCRETE DITCH TO POND N.T.S. " WIDE SHALL BE PROVIDED AT CONNECTION TO EXISTING EXPANSION JOINT 3/8 s OF SECTION 1• CONCRETE DITCH. ALL MEET THE REQUIREMENT EXPANSION JOINT MATERIAL SH OF TRANSPORTATION SPECS. ITCH TO POND 2' 832.01 ALABAM~A~~~A;~6~L y FROM EXISTIN~ ~~~~~~T~Y~RAULICS AND BE 3. DITCH SHOULD WIDTH OF BOTH TO INSUR AND SHOULD MATCH BE REQUIRED IF DIRECTED BY AESTHETIC. LOPES ADDITIONAL TOE WALLS MAY 4• ~~E SJ~~iNESER. -;>r~> / --• >;:~:::::::·-::=~~t :::::f::;::::>:>/ ·: ~z.s~~~~*~~~ii.:.~ ~,/'1'::,J> ,/ // / I i \ 1 tf+oo ..; "' DITCH PLAN VIEW 11+00 1 t'+oo DITCH PROFILE VIEW STA 10+00 -STA 13+33.03 ..; "' 8 ~g ~~ ---~ci 100 150 80 70 60 50 40 14+ ----:::..._=_=_=_=_=_=_=.-:;QLlZ __________ -----------... ---------------------------------------------8 )1/, 0f½ 1/, '1/, ~i~ ~~~0]J:;_ ½2_1½ ~ A A t t 8 PLAN VIEW / }::ffti~,,. K \ \\ I \ ,) , / /' / ,,,.,,. / / , y / "J I TEE WYE A~o cii:{Nciri-~;; <'::;!fr:x'ii:;l / -, ,\.,\,,.\\\ l~~fiftf&;Jy ~> 1{:!f:t1.lff::::Jf/ / /:::1;1fi1~:/ .-f, ,,.-7 11:::'0::f::~/ 4,,. rALl.Eo 4~ PERFtA~□ ,;~iW[jf///%~: OUTFALL STRUCTIJRE 1,? / ( _,.✓,.;v EE DETAIL) 1 / , " ( ,{f:11{?/r'r/ r ) -1.h/f///,////1 l '-<;;_';"°'l_,,?',,);J)/jjj I / ~Ail 1/, ;:3, ) ,) 1/,, (;,.--; 1/,1~r 1/✓' /, 1/, ::( ~~~ 1/, )~ ~~ ½ 1//-/2-Y////..0 SECTION A-A TOP 'NIDTH \/ARIES DETENTION BASIN SHALL BE GRASSED WITH PERMANENT VEGETATION. TOP ELEV: 54.50' THROAT ELEV: 53.00' ELE\/: 52.38' WEIR ELE\/: 51.0D' INVERT ELEV: 50.00' 1/////////////j 11 ~11~ 1////////////1/;/,, ' SECTION 8-8 r ·., ., OUTLET STRUCTURE DETAIL NOT TO SCALE INSTALLED FLEXAMAT (SEE DETAIL) TIED TO EXISTING CO~CRETE g~~:ci~~\:u~ VARIF{o EXISTING ELEVNA ~~~~~g;OR SHOULD CONSTRUCTIO • CURE LAST ~g~r-ilr ~I~~ ~D p~~'v[NT EROSION 60 I Dewbeny· 90 ' 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C B A z :> 4'-0" {15" -30" PIPE) ~ >---1_·-_o_·_cJ_s_· -_s_•·_P1P_E_) _-+_~2_·-~o·_· ---<1; ~TYP. PRECAST CONCRETE BOX \o .. SECTION B-B NOT TO SCALE 4'-6" {15"-30" PIPE) a'-o" 36"-60" PIPE .. [¥~ 0 gg I I ~ 'io .::,~ ~o I I -:.rro \o SEE PLAN &: PROFILE FOR ELEVATIONS PLAN VIEW (N. T.S.) MANHOLE FRAME & COVER VULCAN V-1823-1 270 LBS 5'-6" (15"-30" PIPE) TYPICAL SECTION JUNCTION BOX DETAIL 1'-6" OVERLAP PIPE JOINT WRAP NOTE: JOINTS ON ALL STORM DRAIN PIPES SHALL BE PIPE WRAPPED WITH A NON-WOVEN FILTER FABRIC AS SHOWN IN THIS DETAIL. ... 2 GENERAL NOTES 1. WHERE DIRECTION OF FLOW IS FROM EACH END OF INLET, SIDEWING OPENINGS (AS SHO'w'N ON ONE SIDE ONLY ON THIS DRA'MNG) SHALL BE CONSTRUCTED AT EACH END OF INLET. FOR EACH INLET SO CONSTRUCTED, PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (TWO WINGS). WHERE ONE WING ONLY IS CONSTRUCTED PAYMENT WILL BE MADE UNDER ITEM INLETS TYPE-S (ONE WING). 2. TO ACCOMMODATE SKE'NED PIPE OR FIT OTHER CONDITIONS, IT ll.-1AY BE NECESSARY TO INCREASE ONE OR BOTH PLAN VIEW DIMENSIONS OF INLET BOX AND COVER SLAB. NO ADDITIONAL COMPENSATION WILL BE ALLO'NED FOR CORRESPONDING INCREASE IN MATERIALS AND OTHER COSTS WHERE CHANGES IN DIMENSIONS ARE REQUIRED. 10' CURB TRANSITION /15 BARS O 6" O.C. E.W. TYP. 3 ,---,---, __ , ___ , ___ , __ --,--,-----' I I I I I --,---,---,---,---,---,-___ , ___ , ___ , ___ , ___ , ___ , ___ , ___ ,_ I I I I I I I I I I I I I I I I I I I ---------,---,---------,---,---,----' I I I I __ , ____________ , ___ , _________ , ___ , ___ , ___ _ I I I I I I I I I I I I I I I I I I I I I I I I -------------------------TYPE "s" INLET PLAN PVC PIPE TRANSITIONJ SLEEVE 10' CURB TRANSITION NOTE: SLOPE ON TOP OF SLAB SHALL BE THE SAME AS THE CENTERLINE GRADE. SECTION A-A THE 2.5' MIN. COi/ER SHALL BE FROM THE LOWEST ELEVATION OF THE DRAINAGE STRUCTURE INVERT THIS ELEVATION SHALL BE MAINTAINED NO LESS THAN 10' EACH SIDE OF THE CROSS DRAIN REGARD-LESS OF THE GROUND (ELEVATION 'M-,ICH MAY RESULT IN COVER DEPTHS SIGNIFICANTLY GREATER THAN THE 2.5' MIN.) GRADE AD.JJSTMENT BENDS SHALL BE NO SHARPER THAN 45 DEGREES. 0 "ECH. JT. DUCTILE IRON \\1TH RETAINER J GLANDS CROSS DRAIN 4'-0" (15"-30" PIPE) 7'-0" (36"-54• PIPE) FIBERGLASS WATER PIPELINE MARKER SEE SHEET 2 .GENERAL NOTES" FOR PIPELINE MARKER SPECIFICATIONS AND NBU SPECIFICATIONS FOR UTILITY INFRASTRUCTURE. (NEW OR EXISTING) "-FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) ~ FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) TYPICAL DRAINAGE PIPE CROSSING 4 NOTES: L A POSITIVE DRAINAGE OUTFALL IS A CONVEYANCE SYSTEM (DRAINAGE EASEMENT, ROADWAY WITH A DRAINAGE SYSTEM-CURB AND GUTTER, OR DITCH WHICH CONTAINS, CONTROLS, AND TRANSMITS STORMWATER RUNOFF TO A CREEK, STREAM, RIVER, BAY, GULF, OCEAN, OR OTHER COUNTY OR MUNIOPALITY REGULATIONS. 2. FINISH FLOOR ELEVATION MUST BE 1' (MINIMUM) ABOVE FINISH GRADE ELEVATION (EXCLUDING BASEMENT ELEVATIONS) AND AT LEAST 18" ABOVE THE CENTERLINE OF ADJACENT ROADWAYS UNLESS OTHERWISE STATED IN THE PLANS. FINISH FLOOR ELEVATIONS SHALL ALSO COMPLY WITH LOCAL REGULATIONS. 3. THESE ARE MINIMAL REQUIREMENTS ANO 00 NOT RELIEVE THE BUILDER FROM PROVIDING ADDITIONAL GRADING TO DIRECT STORMWATER TO A POSITIVE OUTFALL DRAINAGE SYSTEM. POSITIVE OUTFALL (SEE NOTE 1 ABOVE) ELEVATION VIEW PLAN VIEW N01B VAFIA.110NB N CR\CNl ARE ACCEPTAEI...E F a:tADNl DRANB TO A POSIT1VE OIJTFAU. I' 10' TYP 5 F.F.E. -FINISH HABITABLE FLOOR ELEVATION F.G.E. -FINISH GRADE ELEVATION $= -STORMWATER FLOW DIRECTION ARROW V -GRADE SLOPE (MINIMUM) -----MINIMUM GRADE ~-===c:'·"·'· 8" MINIMUM (IF SODDED) 10" MINIMUM (NO S00) F.G.E. CONTOURS l i3 t f LOT GRADING -lYPE 'A' LOT GRADING -TYPE 'B' AU. DRANAGE TO smEET DRAINAGE TO smEET AND REAR LOT LtE HOME Bl/II PERS NOTE· THE HOMEBUILDER SHALL INSTALL AND MAINTAIN THROUGH OUT CONSTRUCTION APPROPRIATE EROSION CONTROL MEASURES , SILT FENCE, HAY BALES AND SWALES, TO ENSURE THAT NO SEDIMENTS WILL LEAVE THE SITE DURING CONSTRUCTION. MINIMUM STANDARDS FOR TYPICAL RESIDENTIAL GRADING CONTROL PLAN I Dewbeny· SEAL SCALE NO. REVISIONS DRAWN BY 25353 FRIENDSHIP ROAD DAPHNE,N..36526 251.990.9950 z 0 U) > Cl co ::::) U) w z ::s o::'. w ~ ~ ::::) U) N/A DESCRIPTION APPROVED BY CHECKED BY ...J <i: uI a. 0 ::c 0:: ~ DATE KLS/CCB KLS JDL DATE OCTOBER 2019 TITLE DRAINAGE DETAILS PROJECT NO. 50114070 D2 SHEETNO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021PVC P PE E D C B A TRANSITIONJ SLEEVE CROSS DRAIN 2 CONCRETE WATER MARKER WITH SIGN "WATER LINE" REQUIRED AT EACH END AND AT 50' C. TO C. OF DUCTILE IRON STREAl.i CROSSINGS. (NEW OR EXISTING) 10 LF. MIN. DUCTlE IRON "-FITTING AS REQUIRED (DUCTILE IRON MECH. JT. W/RETAINER GLAND.) '.._ FITTING AS REQUIRED {DUCTILE IRON MECH. JT. W/RETAINER GLAND.) MECH. Jl. DUCTILE IRON WITH RETAINER GLANDS OR CLOW "SUPER-LOCK" JOINT PIPE TYPICAL DRAINAGE PIPE CROSSING LOW PRESSURE SEWER LINE NOT TO SCALE FINISH GRADE PVC SLEEVE SHALL BE REQUIRED IF VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN WATER LINE & SEWER LINE 10 LF PVC SLEEVE MIN. WATER LINE & SANITARY SEWER LINE VERTICAL CROSSING DETAIL THE CONTRACTOR SHALL FOLLOW THE 10 STATE STANDARDS. THE 2.5' MIN. COVER SHALL BE FROM THE LO'NEST ELEVATION OF THE DRAINAGE STRUCTURE INVERT. THIS ELEVATION SHALL BE MAINTAINED NO LESS THAN 10' EACH SIDE OF THE CROSS DRAIN REGARD-LESS OF THE GROUND (ELEVATION WHICH MAY RESULT IN COVER DEPTHS SIGNIFICANTLY GREATER THAN THE 2.5' MIN.) THRUST BLOCK BEARING AREAS cso.n> Vt.RTlc.;AL ANc.;HOr< BLOCK VOLUMES SIZE ""l:i'M!' ... 45" 22-1/2' BEND BEND BEND 2" DIA. PIP[ Ulril[ 1.0 1.0 1.0 1.0 4-• DIA. 1.9 2.6 1.4 1.0 PIPE Ulril[ 11-1/4-· -0" \tERT. BEND BEND 1.0 9.3 cu. FT. 1.0 21.1 cu FT. 22-1/j~DV(.RT. 4 CU. FT. 9.8 CU. FT. GATE VALVE 0.5 CU. FT. 0.8 cu. FT. CONCRETE THRUST BLOCK SEE SCHEDULE 3 24" 2• SQ. OPERATION NUT GATE VALVE {SEE SPECS) RESTRAINED JOINTS WATER MAIN WATER GATE VALVE FIRE HYDRANT ASSEMBLY TO BE MUELLER CENTURIAN THREE WAY, 5-1/4" VALVE OPENING, A-42.3 BACKFILL HYDRANT DRAIN {DO NOT OBSTRUCT) JCM 402 SERIES TAPPING SADDLE (EPOXY COATED, 4 PUMPER NOZZLE (4-1/2" DIA.) NST 3'-6" MIN. 2• SQ. OPERATION NUT 5 = (1.) FIRE HYDRANT ASSEMBLY UNIT OF PAYMENT TO INCLUDE EXCAVATION, BACKFILL, cm .. 1PACTION, THRUST BLOCKS, GATE VALVE, GATE VALVE BOX, CONCRETE PAD, DUCTILE IRON TEE, ALL CONNECTIONS, DUCTILE IRON PIPING, CONCRETE. GRAVEL AND FIRE HYDRANT. (2.) WHERE FIRE HYDRANT IS OFF AN EXISTING MAIN THE BID PRICE IS TO INCLUDE TAPPING SLEEVE, CONNECTION, AND MACHINE TAPPING, EXCEPT IN THE PROVISIONAL ALTERNATE BID ITEM WHERE USE IS MADE OF AN EXISTING HYDRANT TEE. (3.) STEAMER VALVE SHALL FACE THE STREET. VALVE BOX 5-1/-4• DIA. SCREW TYPE, ADJUSTABLE, CAST IRON CONSTRUCTION M.J. GATE VALVE {SEE SPECS) ALL JOINTS FROM THE MAIN TO THE FIRE HYDRANT ARE TO BE M.J. WITH MEGALUG, RESTRAINT JOINT. D.I.M.J. HYDRANT TEE WATER MAIN FIRE HYDRANT ASSEMBLY DOUBLE STRAP, W/ TAPERED \ C.C. THREADS) FOR PVC MAINS DIRECT TAP SERVICE LINE ON DUCTILE IRON WATER MAIN 3/4w CORPORATION STOP MUELLER TYPE H-15008 ,,ecrn '" ,_,,.,_\ METER BOX WATER MAIN W/ TAPERED C.C. THREADS SEE PLAN & PROFILE SHEET FOR MAIN SIZE {PLASTIC METER BOX COVERS SHALL HAVE CAST IRON READER LID) TYPICAL NEW WATER SERVICE CONNECTION F Al RH OPE CENTER OF LOT SIDEWALK NOTE: LOCATION OF EACH WATER SERVICE SHALL BE MARKED IN THE CONCRETE VALLEY GUTTER WITH THE LETTER •Yr. R.O.W.LINE w .. """"~ CONCRETE TI-IRUST BLOCK SEE SCHEDULE TYP.BENO SEWER SERVICE WATER SERVICE NOTE: 1. SEE PLAN AND PROFILE SHEETS FOR LOCATION OF WATER SERVICES AND SANITARY SEWER LATERALS. 2. LOCATION OF THE WATER SERVICES AND SANITARY SEWER LATERALS SHALL BE s• DIA. PIPE UlrilE 3.6 5.0 2.7 1.4 1.0 50 CU. FT. 16 CU. FT. 1.0 cu. FT. VERT. THRUST BLOCK DETAIL VERT. THRUST BLOCK DETAIL WATER SERVICE & MARKED IN THE CONCRETE GUTTER e• DIA. S.8 8.2 4.4 2.25 PIP[ Ulril[ NOTE: THRUST BLOCK BEARING AREAS SHALL BE INCREASED IN PQffi TRENCH CO~DITIONS AS DIRECTED BY THE ENGINEER 1.2 1.5 CU. FT. DESIGN CRITERIA: TEST PRESSURE -150 PSI SOIL BEARING PRESSURE - 1 TON PER SO. FT. TEE THRUST BLOCK DETAIL CROSS THRUST BLOCK DETAIL HORIZ. THRUST BLOCK DETAIL THRUST BLOCK DETAIL INSTALL APPROVED BACKFILL IN 12• LIFTS C 100" COMPACTION, ST ANO ARO PROCTOR. INSTALL APPROVED BACKFILL IN 6" LIFTS O 95,: COMPACTION, STANDARD PROCTOR ?cS5~g~~Tot~,(fE~1~~ssu~l~~LE BE FILLED/REPLACED WITH PEA GRAVEL OR EQUAL SEWER LATERAL LOCATION PLAN TYPICAL TRENCH DETAIL WITH THE LETTER "W" FOR WATER SERVICE AND •s• FOR THE SEWER LATERALS. I Dawbeny· SEAL SCALE NO. REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE TITT_E 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 z 0 en > 0 co ::::> en w z <( _J c::: w ~ ~ ::::> en N/A DESCRIPTION ...J <( uI a. 0 I 0:: ~ DATE KLSICCB KLS JDL OCTOBER 2019 WATER DETAILS PROJECT NO. 50114070 D3 SHEETNO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E 0 0 0 0 0 D C (/) z B 0 " <( ~ 0 z <( ~ ~ ;;;; z <\ "-w w (/) t1 ir <( > iE :;, 0 A GENERAL NOTES: ALL PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL CONFORM TO ASTM C 4 78. WHEN SHORT MANHOLE SECTIONS ARE USED UNDER PAVED AREAS THE CON-TRACTOR SHALL SUBMIT SHOP DRAWlNGS AND CALCULATIONS FOR THE REINFORCING REQUIRED TO SUPPORT THE TRAFFIC LOAD ALL MANHOLES SHALL BE CONSTRUCTED USING TYPE 2 CEMENT, AND 100% CALCAREOUS AGGREGATE GROUT MANHOLE RING TO MAN-HOLE SECTION INSIDE & OUT AS APPROVED BY THE ENG. THE 1 ST MANHOLE STEP SHALL NOT BE MORE THAN 15" FROM THE TOP OF THE MANHOLE. SPECIFICATIONS: A MODEL: VULCAN FOUNDRY V-1418 -1 TYPE 1 PICK HOLE COVER WEIGHT RING WEIGHT TOTAL ¼'EIGHT TYPICAL PAVED INVERT SECTION ~ 280 LBS ____±lQ_1fil_ PLAN VIEW ECCENTRIC CONE TOP TYPICAL PRECAST CONC. RISER SECTION 4'-0" 2 tfil..IL THE PORTION OF THE FRAME AND COVER WHICH FORMS THE COVER SEAT SHALL BE MACHINED SO THAT NO ROCKING IS POSSIBLE. L PICK HOLE (NON PENETRATING) SEJ:l.llllU..c£ PICK HOLE (NON PENETRATING) e1.fill THE RING AND COVER SHALL MEET THE REQUIREMENTS OF THE CITY OF FAIRHOPE SAMITARY SEWER SPECIFICATIONS. THIS IS TO INCLUDE THE LABEL ON THE MANHOLE COVER. MANHOLE FRAME & COVER DETAIL CONG. ADJUSTING RING(S). AS REQ'D TYP. STEP (PLASTIC ENCASED STEEL) CONC. ADJUSTING A RING(S). AS REQ'D TYP. STEP (PLASTIC ENCASED STEEL) GROUT BENCH SLOPE 1/4 IN./FT. WATER TIGHT SEAL GASKET. (RUBBER BOOT) TYPICAL TYP. GRA\1TY SEWER CONC. ADJUSTING RING(S). AS REQ'D TYP. STEP (PLASTIC ENCASED STEEL) TYP. STEP (PLASTIC ENCASED STEEL) CONC. RISER SECTION 8" THICK, POURED IN PLACE, 1 00% CALCAREOUS LIMESTONE CONCRETE MANHOLE BOTTOM PLAN ~12" LAYER OF CRUSHED AGGREGATE 8" THICK, POURED IN PLACE, 100% CALCAREOUS LIMESTONE CONCRETE MANHOLE BOTTOM 3 EXISTING ASPHALT SAND/CLAY BASE MATERIAL 6" THICK OF SECTION 821 GRANULAR SOIL IAATERIAL TYPE -A·. cm.4PACTED TO AASHTO T-180. {MODIFIED PROTOR) INSTALL APPROVED BACKFILL IN 12M LIFTS O 100,: COMPACTION, STANDARD PROCTOR. 4 HOT PLANT COURSE 1-1/2~ THICK 0 165 LBS./SY OF TYPE SECTION 424-A HOT BITUMINOUS TREATMENT. REMOVE & REPLACE ASPHALT PAVING WATER TIGHT SEAL GASKET. (RUBBER BOOT) TYPICAL TYPICAL PRECAST CONC. RISER SECTION 30" MIN. GROUT BENCH GRA\1TY SEWER CONCRETE SUPPORT FOR DROP CONNECTION @ BOTTOM OF D.I. 90 BEND CONC. ADJUSTING RING(S). AS REQ'D TYP. "RAM NECK" WATER TIGHT SEAL GASKET. (RUBBER BOOT) TYPICAL. e-----DUCTILE IRON RISER -DUCTILE IRON 90 BEND CONCRETE SUPPORT FOR DROP CONNECTION @ BOTTOM OF D.I. 90 BEND NOTE: D = PIPE OUTSIDE DIAMETER. TYPICAL PRECAST CONCRETE MANHOLE SECTION A-A TYPICAL PRECAST CONCRETE DROP MANHOLE SECTION A-A INSTALL APPROVED BACKFILL IN 12M LIFTS O 100'1: COMPACTION, STANDARD PROCTOR. INSTALL APPROVED BACKFILL IN 6" LIFTS O 95'-!: COMPACTION, ST ANDA RD PROCTOR ~&'5~g~~?otNJ>Ali1~~ssu~l~~LE BE FILLED/REPLACED WITH PEA GRAVEL OR EQUAL 5 TYPICAL TRENCH DETAIL B" PVC GRAVITY SEV,'ER MAIN 8"X4" PVC TEE WYE SLOPE O 1/8" PER FOOT PL. _________ .JJ~4-PVC PLUG 4" DIA. SCH. 40 PVC PIPE SEWER LATERAL PLAN VIEW f L "~~ ... ..~,. --~ ⇒ ., MINIMUM 12M COVER UNDER THE FLOW LINE OF DITCHES. I Dewberry· SEAL SCALE 25353FRIENDSHIPR0AD DAPHNE,Al.36526 251.990.9950 z 0 en > 0 ca => en w z ::S 0:::: w ~ ~ => en N/A ...J <( u.i a. 0 I c:: ~ SLOPE e 1 /BM PER F"OOT p ,_ _________ J_JJI}---4" PVC PLU C---l----------1--__J 4" PVC 45· BEND 8" PVC GRAVITY SEWER MAIN 4" DIA. SCH. 40 PVC PIPE NOTES; CARSONITE MARKERS SHALL BE INSTALLED ON LATERAL ENDS. TYPE CUM-375 WITH ANCHOR (GREEN) SEWER LATERAL SECTION NO. DESCRIPTION REVISIONS DRAWN BY APPROVED BY CHECKED BY DATE KLS/CCB KLS JDL DATE OCTOBER 2019 TITLE SEWER DETAILS PROJECT NO. 50114070 D4 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLC48"Ø RCPAS BUILT 06/21/2021E D C B A 2 FLEXAMAT SLOPE VARIES FLEXAMAT COMPACTED SUBGRADE ARMORING PLACE 18' •u• ANCHORS INSTALLED IN 2' INCREMENTS ACROSS SLOPE 3 DETAIL FLEXAMAT SECTIONS MEET, INSTALL TIGHT TO ONE ANOTHER 4 CURLEX II UNDERLAYMENT SEAM 'm l! PRE-CAST REINFORCED CONCRETE BOX ' ' COLLAR {CONCRETE 4 ' ' '· ~~~~~~~~ ' ~~~~~~~~ ' ' . ' ' ' PLAN VIEW ,. -MIN. ' • ,, • ' 5 STORM SEWER PIPE FLEXAMAT INF□RMATI□N CONSTRUCTION NOTES• TYPICAL GRATE INLET DETAIL MANUFACTURER• PRODUCT NAME• 1.'EBSITE• MOTZ ENTERPRISES, INC. FLEXAMAT l.'l.'l.'.FLEXAMAT COM EDGE OF MAT TO EXTEND I. GRADE A UNIFORM SUBGRADE. ALL SUBGRADE SURFACES PREPARED FDR PLACEMENT □F MATS SHALL BE SMOOTH AND FREE □F STICKS, ROOTS, DR DEBRIS □F ANY KIND. THE PREPARED SURFACE SHALL PROVIDE A FIRM UNYIELDING F□UNDATI□N FDR THE MATS. 2 PRI□R TD INSTALLING THE FLEXAMAT, SEED THE SLOPES 1.'ITH SITE SPECIFIC SEED. 3 INSTALL FLEXAMAT ROLLS. IT IS RECOMMENDED THAT THE MAT SHALL EXTEND 2' PAST THE CREST OF THE SLOPE. TOP EDGE OF MAT SHALL BE ANCHORED 18' VERTICALLY IN ANCHOR TRENCH. THE MAT SHALL EXTEND A MINIMUM OF 2' BEYOND TOE 4 ABUT EACH SECTI□N OF MAT TIGHTLY TD THE PRVl□US SECTI□N. INSTALL A CURLEX 11 ECB UNDER THE ABUTTED FLEXAMAT PANELS, BRIDGING THE SEAM EQUALLY SD THAT A MINIMUM □F 12" □F THE ECB IS UNDER EITHER MAT. 5 18" "U" ANCHORS SHOULD BE UTILIZED TD KEEP THE FLEXAMATE IN PLACE. IT IS RECOMMENDED THESE ARE PLACED IN 2' INCREMENTS AT THE CREST OF THE SLOPE AND AS NEEDED THROUGHOUT THE SLOPE. STEEL PIPE GRATE 2 t I.D. STEEL PIPE (f5 DO'NELL TO AT LEAST 12" IN ELEV. ABOVE THE TOP OF THE PIPE FLEXAMAT/ 1'-0'xl'-6"x.080' ALUMINUM STREAM BUFFER BOUNDARY SIGN TD READ 'STREAM BUFFER BOUNDARY PER CITY OF FAIRHOPE B□L T TD STEEL TUBE DR GALVANIZED U CHANNEL 'w'ITH 3/8' CADMIUM PLATED B□L TS, NUTS AND w'ASl-£RS. 2·x2·x.1aa· STEEL TUB DR GALVANIZED U CHANNEL EXTEND INT□ C□NC BASE 2'-0' EXISTING GRAD 1'-0' C □NC. BASE "STREAM Ld BUFFER" SIGN NOT TD SCALE EXIST. GRADE \ ~ ---1.0' MIN 4• THICK □.SJ .3000 P.S.I. CONCRETE 7.0' MIN 0.5 CONCRETE DITCH AT YARD INLET N.T.S. 1. EXPANSION JOINT 3/8" WIDE SHALL BE PROVIDED AT CONNECTION TO EXISTING CONCRETE DITCH. 2. EXPANSION JOINT MATERIAL SHALL MEET THE REQUIREMENTS OF SECTION 832.01 ALABAMA DEPARTMENT OF TRANSPORTATION SPECS. 3. DITCH SHOULD TAPER SMOOTHLY FROM EXISTING CONCRETE DITCH TO YARD INLET AND SHOULD MATCH WIDTH OF BOTH TO INSURE PROPER HYDRAULICS AND BE AESTHETIC. 4. TAPER LENGTH SHOULD BE 7.5' OR AT NEAREST CONCRETE PANEL. CONTRACTOR SHOULD CONSULT WlTH THE ENGINEER TO DETERMINE PROPER TAPER LENGTH. 5. ON STEEP SLOPES ADDITIONAL TOE WALLS MAY BE REQUIRED IF DIRECTED BY THE ENGINEER. DRILL AND EPOXY GROUT HOLES 1 t DIA. x 3• DEEP _r DIA. 4• HEX BOLT (ASTt.-1 A307) W/ HEX NUT &: WASHER 7'-0" WLCAN FOUNDRY MANHOLE RING AND COVER {V-1810--4) OR STEEL EXP. ANCHOR YARD INLET DETAIL STRUCTURE "N" COARSE GRAVEL ON AGGREGATE SHOULD BE UTILIZED IN THIS ZONE IN EXPECTED CONSTANT FLOW AREAS. SAND FILL IS SATISFACTORY IN RAINFALL LEACH ZONES. '-o• PLUS PIPE DIAMETER MINIMUl.4 PERFORATED UNDERDRAIN PIPE W/ SOCK TYPICAL UNDERDRAIN INSTALLATION I Dewberry· SEAL 25353FRIENDSHIPR0AD DAPHNE,Al.36526 251.990.9950 z 0 en > 0 ca => en w z ::S 0:::: w ~ ~ => en N/A DRAINAGE DETAIL ADDED NO. DESCRIPTION REVISIONS ...J <( u.i a. 0 I c:: ~ 3112/2020 DATE KLS/CCB KLS JDL DRAWN BY APPROVED BY CHECKED BY DATE OCTOBER 2019 TITLE MISC. DETAILS PROJECT NO. 50114070 D5 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLCAS BUILT 06/21/2021E D C B A -TOPSOIL, SEED, FERTILIZE & MULCH :111 ____ _ EXISTING GROUND LDT LINE LDT LINE 16' ALLEY WAY EASD.lENT 1-VARIES -+--+-----14' ----a--• t PROFILE GRADE LINE 10 TYPICAL ROADWAY SECTION ALLEY WAY (STA 19t96.85 -STA 19+90.85} ALLEY WAY (STA 28+95.39-STA 29+01.39} 2 EXISTING GROUND ALL PAVERS ENCLOSED WITH TYPE "D" HEADER CURB LDT LINE LDT LINE 16' ALLEY WAY EASEMENT !VARIES 14' ------r-VARIES I t PROFILE GRADE LINE TYPICAL ROADWAY SECTION ALLEY WAY (STA 20t00.00 -STA 28.89.09} SEE CROSS SECTIONS FOR VARYING SLOPES 10 EXISTING GROUND 22'-6" 12 3 CENTER LINE &: PROFILE GRADE LINE TYPICAL ROADWAY SECTION SUMMER LANE (STA 51+31.47 -STA 51t37.47} SUMMER LANE (STA 52+17.64 -STA 52+23.64} SUMMER LANE (ST A 60+30.02 -ST A 60+36.02} SUMMER LANE (STA 62+42.96 -STA 62+48.96} LDT LINE 16 ALLEY WAY EASEMENT I VARIES 14' • PROFILE GRADE 1/4~ PER FT t 5 10 TYPICAL ROADWAY SECTION ALLEY WAY (STA 29+94.00 -STA 30t00.00} ALLEY WAY (STA 34+33.40 -STA 34t39.40) LDT LINE ALL PAVERS ENCLOSED WITH TYPE "D" HEADER CURB SUMMER LANE (STA 10+00.00 -STA 10t21t25) SUMMER LANE (ST A 10t62.15 -ST A flt24.58} SUMMER LANE (STA flt64.84 -STA 13+07.88) LDT LINE 16 ALLEY WAY EASEMENT I VARIES 14' • t PROFILE GRADE 1 4" PER FT LDT LINE VARIES I 12 TYPICAL ROADWAY SECTION ALLEY WAY (STA 30+00.00 -STA 34+31.45) SEE CROSS SECTIONS FOR VARYING SLOPES 4 22'-6" EXISllNG GROUND ,. , . EXISTING GROUND 7'-6" TOPSOIL, SEED, FERTILIZE &: MULCH TYPE "D~ CURB 5 ····················•···•·' '' .i;;:::;:;;:::;::;;;::;~;;:::;::;;;::1''".-;,;-·-· ' "'1::i',r.::, f ,a::-,•~.,~~· CROSSWALK NOT TO SCALE ASPHALT PAVEMENT ' WALKWAY OR A □ ET AILED BRICK PAYERS SEE BUILDUP DETAIL (THIS SHEET) BRICK PAVERS BRICK PAVER TYPICAL CONCRETE RIBBON CURB TYPE 1D1 MODIFIED ROADWAY STRUCTURE DESCRIPTION 1. HOT PLANT SURFACE COURSE 1 1/2" THICK, 165 LBS. PER SQ. YARD OF SECTION 424 A HOT BITUMINOUS PAVEMENT MIX 2. 2. PRIME 0.25 GAL. PER SQ. YARD MINIMUM OF BITUMINOUS TREATMENT TYPE "A" PRIME COAT OF SECTION 401 BITUMINOUS TREATMENT 3. SAND/CLAY BASE MATERIAL (A-2-4 OR BETTER) 4" THICK, UPPER COURSE. COMPACTED TO 100% STANDARD DENSITY (ASTM D-698). 4. SAND/CLAY BASE MATERIAL (A-2-4 OR BETTER) 4" THICK, LOWER COURSE, COMPACTED TO 100% STANDARD DENSITY (ASTM 0-698). 5. ROADBED PROCESSING 8" THICK COMPACTED TO 100% STANDARD DENSITY (ASTM 0-698) OR 18" THICK GRANULAR SAND SUB-BASE MATERIAL COMPACTED TO 100% OF THE STANDARD DENSITY (ASTM 0-698) AS DIRECTED BY THE ENGINEER 6. STRIP EXISTING TOPSOIIL, THICKNESS VARIES 7. TOPSOIL FROM STOCKPILE, 4" MIN. THICKNESS 8. 301A-012 6" CRUSHED AGGREGATE BASE COURSE, TYPE B, PLANT MIXED 9. TYPE "D" CURB MODIFIED (SEE DETAIL) 10. PAVESTONE TRAFFIC RATED TEXOMA BLEND PAVERS (CONFIRM WITH LANDSCAPE PLANS) 11. 1" MASONRY SAND LAYER FOR BEDDING 12. MIRAFI X 500 SEPARATION FABRIC ~-------------------------------------------------------------------------------------------------------------~ I Dewberry· SEAL SCALE NO. REVISIONS 25353FRIENDSHIPR0AD DAPHNE,Al.36526 251.990.9950 z 0 en > 0 ca => en w z ::S 0:::: w ~ ~ => en N/A DESCRIPTION -' <( LLi a. 0 I c:: ~ DATE KLS/CCB KLS JDL DRAWN BY APPROVED BY CHECKED BY DATE OCTOBER 2019 TITLE BID ALTERNATE DETAILS PROJECT NO. 50114070 D6 SHEET NO. 247 DEVELOPMENT PARTNERS OF ALABAMA, LLC2 ', '··, .. , ....... E D C / / B A 3 ,, -~ ·'\., ', ' LOW IMPACT DEVELOPMENT PRACT!ffS-DRAINAGE AREA SHOWN WITH L[ADcRS 1···············1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ~ INFILTRATION TRENCH POND -0.14 ACRES GREEN WAY -0.50 ACRES VEGUA TED/GRASS BUFFERS DIRECT R[L[AS[-0.56 ACRES 4 I---TOTAL DRAINAGE AREA TO L!Ds: 8.46 ACRES TOTAL SIT[ AREA: 5.22 ACRES TOTAL SIT£ AREA OF 5.22 ACRES < DRAINAGE AREAS TO L!Ds OF 8.46 ACRES 5 I Dewbeny· SEAL SCALE 25353 FRIENDSHIP ROAD DAPHNE,AL36526 251.990.9950 z 0 Cf) > 0 co ~ Cf) w z ::s 0:: w ~ ~ ~ Cf) -' <( uf a.. 0 ::c 0:: ~ D 50 ~---100 NO. REVISIONS DESCRIPTION DATE KLS/CCB KLS JNE DRAWN BY APPROVED BY CHECKED BY DATE OCTOBER 2019 TITLE CONCEPTUAL LID PLAN 150 PROJECT NO. 50106131 LID SHEET NO. ORDINA CE: NO. 1661 AN ORDfNANCE AME DI G ORDI 1ANCE 0. 1253 KNOWN THE ZO ING ORDlNA CE BE !TORDA I ED BY THE CIT COUNCILOFTHECJTYOF F'ALRHOPE ,ALABAMAas follow : The ordinance known n llteZoning Ordinance (No. 12 S3), adopted 27 June 2005, togethe r witl1 the Zon ing Map of 1bc City of Fairhope, be and th e same here by i changed and alrered it'I respect to lhal aertain property described be low: After the appropriate pub lic not ice and hearing of th e Planning Commission of the Ciry of Pairbop ,e, Alabama has forwarded n favorable recommendation, The pro'Perty of Myrtle F. Bung. Trustee of the Myrtle F. Bung Living Trus.t generally loca ted on the wes t side of S. Sec tio n Str ee t ju t south of Pecan A \l'enue. Fairhope, Al:tbama . UM urn LA E r uo PPJN #: 5611 Legal Description: {Case num ber ZC 19 .12) LOT2 , RE-PLAT OF PART OF BLOCK53 OFMAG 1 OLIA BEACH.FAIRHOP E.ALABAMA. A SHOWN IN MAP OR PLAT RECORDED SLJD.E 2635-D. PROBA1 rE RECORDS. BALbWI COUNTY, ALABAMA, MORE PARTICULARLY DESCRIBED AS FOLLOWS : !3EGl 'AT A ½ INCH CAPP.ED REBAR AT THE SOUTl-lEAST CORNER OFU)T 1. RE-PLAT OF PART Of BLOCK 53 OF MAG 1 OLIA BEACH , FAlRHOPE ALABAMA, AS SHO\~ I MAP OIR.P LATRECORD.ED IN SUDE 2635,D PROBAT RECORD • BALDWJN COUNfY, ALABAMA; THENCE RUN sourn 00 °12' 13 'EAST ALONG THE WEST RJGHTOFWAY OF SOUTH SECTIO STREET, A DI TANCE OF 63 .09 FEET TO A ½ JNCH CA :PPED REBAR: THE C!E LEAV I O SAID WEST RJGJTT OF WAY, R SOUTI-1 89°47'47'' WEST, A DfSTA? CE OF 50 .00 F'EETTO A ½.! CH CAPPEDRE!3AR;Tl-lENCE RUNSQ IUTH 00°12 '13" EAST,AND PARALL EL TO SArD WEST JU G HT OF WAY, A DJSTANCEOF'70 .05 FEET TO A Y,JNCH CAPPED REBAR: TI!ENCERU NORTH 89 °47'47 EAST.A DISTANCE OF 50.00 FEET TO A ½ INC H CAPPED REBAR O I SATO WEST RJGI--IT OF WAY ; THENCE RUN SOUTH 00°12'13'' EAST ALONG SAID \VEST RJGHT OF WAY, A DISTANCE OF !03 .04 FEE T TO A POINT ON TI-fE NORTH UNE OF LOT 2, BIGHEAD rNDUSTRI AL SITES. A. SHOWt rN MAP OR PLAT RECORDED fN SLIDE I 072-A , PROBATE RECOR.IDS. BALDWIN COUNTY .ALABAMA ; THENCE RU SOUTH 48 °00'22"' WEST ALONG SA.ID NORTH LI 1E. ADIBTANC£OF281 .04 FEETTOAPOCNT;THENCERU NORTH 56 °55'0l"VvEST ALO G PART OF SAID NORTH LINE OF LOT 2 AND ALONG THE EASTERLY LINE OF COVER.ED BRIDGI E ESTATES AS SHOW BY MAP OR PLAT RECO RDED fNSUDE 905 -B, PROBATE RECORDS , BALOW] COU 1TY. ALABAMA, A DJSTANCE OF 487.00 FEETTO A I J 1CM CRIMP TOP ; THE 1C • RUN NORTH.37 °42 '52" EAST A DISTA CEOF276.46 FEETTO A5/ I CH REBAR ON HIE SOUTHEAST coru 1ER OF SU !MER LANE; Tl-fENCT i RUN 1ORTH 37°2·6'3'0" EAST A DISTANCE OF 194 .J I FEET TO A 5/8 INCH O THE SOUTHW EST CORNER OF THE AFORE.MENTIONED LOT I. RE-PLAT OF PART OF BLOCK 53 OF MAGNOLIABE C!-l;THE I ER SOUTH56°53 '5 "EASTALONGTHESOUTHUN"EOF SAID UDT I, A DrSTA 1CE OF 392 .68 FEET TO THE POINT OF BF.GI 1[ 1G. SA[D LANDS SJTUATE , LY! G, AND BEING TN THE CITY OF FAJRHOPE , BALDWJ OUNTY , Al.A.BA A AND CO TAJ NI 1G 227.418 SQUAR,E.FEET(S .22AC R,ES)M OREOR LESS . J. That, attached as ''Exhib it A" i an approved si te plan . The property must develop in subs taoli i!l confomiancc wiU1 01e approved site pl an and supporting documents . Ally ubstancial deviation from the att ached site plan, as de termined by the Director of Pl ann in g, will require re-approval by the Planning Commission and the City Council of lhc Ci ty ,of Fairhope, Alabama, as a PUD amendmen1.